South El Monte City Council
April 12, 2022

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3. Environmental Analysis
January 2022 Page 127

3.19 UTILITIES AND SERVICE SYSTEMS
Would the project:

Issues
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Require or result in the relocation or construction of new or expanded water, wastewater treatment or storm water
drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects?
X
b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during
normal, dry and multiple dry years?
X
c) Result in a determination by the waste water treatment provider, which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments?
X
d) Generate solid waste in excess of state or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals?
X
e) Comply with federal, state, and local management and reduction statutes and regulations related to solid waste? X b) Require or result in the relocation or construction of new or expanded water, wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? Less Than Significant Impact. Following is a discussion of the proposed project’s potential impacts on water facilities, wastewater treatment, stormwater drainage, electric power infrastructure, natural gas facilities, and telecommunications infrastructure. The proposed project would replace the recently closed swap meet and includes one single-family home in the northeast corner of the site. Therefore, the existing water demand, wastewater disposal need, solid waste generation, and electricity and natural gas consumption are negligible.

Water Supply Facilities
The SGVWC would provide potable water to the project site. SGVWC’s current service area covers approximately 45 square miles, which includes all or portions of the cities of Arcadia, Baldwin Park, El Monte, Industry, Irwindale, La Puente, Montebello, Monterey Park, Pico Rivera, Rosemead, San Gabriel, Santa Fe Springs, South El Monte, West Covina, and Whittier and unincorporated areas of Los Angeles County including Hacienda Heights and South San Gabriel. The water company’s main water supply source is groundwater from the Main San Gabriel Basin (Main Basin). Other sources include groundwater from the Coastal Plain of Los Angeles Central Basin, recycled water, and imported treated water from the MWD. Groundwater from the Main Basin has historically accounted for approximately 90.0 percent of SGVWC’s water supply. Since 2007 the use of recycled water has averaged about 6.0 percent of water supplies, decreasing the need for groundwater from

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the Central Basin and eliminating the need for water supplies from MWD. MWD supplies are still available to SGVWC as an emergency water supply source if needed (SGVWC 2017).

SGVWC pumps groundwater from the Main Basin from 30 active wells that have a combined capacity of about 57,300 gallons per minute (gpm). Additionally, the water company pumps groundwater from the Central Basin from three active wells with a combined capacity of about 6,700 gpm. Furthermore, the water company provides recycled water for nonpotable irrigation use. Recycled water supply is produced by the Sanitation Districts of Los Angeles County’s San Jose Creek Water Reclamation Plant and Whittier Narrows Water Reclamation Plant. Recycled water deliveries averaged approximately 2,200 afy from 2011 to 2015. SGVWC can also supply up to 6,735 gpm from MWD’s Middle Feeder. The water company has not experienced water supply constraints or deficiencies and groundwater supplies are managed based on adjudications. The 2015 Urban Water Management Plan indicates that water demands can be met during normal, single dry, and multiple dry years over the next 20 years.

Water demand estimates for the proposed project are included in Table 18, Proposed Project Water Demands. As shown in the table, the proposed project would require approximately 42,964 gallons per day (48.1 afy) of potable water.

Table 18 Proposed Project Water Demands
Land Use Dwelling Units/ Square Footage Generation Rate Total (gpd) Multifamily Residential 207du 172 gpd/du1 35,604
Pool 9,000 SF 0.01 gpd/SF 894
Landscaping 146,927 SF2 — 6,4663
Total — — 42,964
Source: LACSD 2019; DWR 2017; Forma 2021; CAPCOA 2017.

Notes: gpd = gallons per day, SF = square feet, du = dwelling units 1 LACSD provides loading rates for wastewater for specific land uses. It is assumed that wastewater generation is 90.0 percent of indoor water use. The wastewater generation rate for residential developments with five units or more is 156 gpd/dwelling unit. 2 The landscaped area is assumed to be the sum of the square footage for private enclosed yards and the square footage for the common open space landscaped areas. 3 Water use for landscaping is based on the California Department of Water Resources’ Water Budget Workbook for New and Rehabilitated Residential Landscapes.

Precipitation for the City of Los Angeles was used.

SGVWC’s water demand for the year 2020 was approximately 35,100 afy which is projected to increase to approximately 45,450 in the year 2040. The proposed project’s annual water demand accounts for approximately

0.1 percent of SGVWC’s current annual demand, which is minimal in comparison the water company’s total demand. Furthermore, SGVWC estimates that it will have sufficient water supplies to meet proposed growth for normal, single-dry, and multiple-dry years. Therefore, the proposed project development would not require the construction of new or expanded water supply or treatment facilities. Impacts would be less than significant, and no mitigation measures are necessary.

Wastewater Treatment Facilities
Wastewater generated by the land uses in the City is treated by LACSD. Wastewater is collected within the City’s local sewer collection system. The City’s local sewers tie into one of LACSD’s regional trunk sewers. Wastewater

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from the City’s service area is collected and treated at the Whittier Narrows Water Reclamation Plant (WNWRP). The WNWRP is a tertiary wastewater treatment plant located at 301 North Rosemead Boulevard, El Monte, and currently receives wastewater from Alhambra, Arcadia, Azusa, Bradbury, City of Industry, Duarte, El Monte, Glendale, Irwindale, La Cañada Flintridge, Los Angeles, Monrovia, Monterey Park, Pasadena, Rosemead, San Gabriel, San Marino, Sierra Madre, South El Monte, South Pasadena, and Temple City. The plant has a design capacity of 15 million gallons per day (mgd) (LARWQCB 2014).

The amount of wastewater that would be generated by the proposed project is conservatively assumed to be 34,673 gpd. This value is calculated by adding the indoor water use to the water demand for the outdoor pool and multiplying by 95.0 percent to account for system losses. The amount of wastewater that would be generated is less than 1.0 percent of the WNWRP’s treatment capacity. Therefore, the proposed project would not require the construction of new or expanded wastewater treatment facilities. Impacts would be less than significant, and no mitigation measures are necessary.

Stormwater Drainage Facilities
See response to Section 3.10.c.iii. As substantiated in this section, impacts would be less than significant, and no mitigation measures are necessary.

Electricity Facilities
Electrical needs for the project site would be provided by SCE via existing infrastructure in the immediate area of the project site. SCE obtains electricity from conventional and renewable sources. The proposed project would have a total annual electricity demand of 1,577,002 kWh (see Appendix B).

Total mid-electricity consumption in SCE’s service area is forecast to increase by approximately 10,000 GWh between 2018 and 2030 (CEC 2018). SCE forecasts that it will have sufficient electricity supplies to meet demands in its service area; and the electricity demand due to the project is within the forecast increase in SCE’s electricity demands. Project development would not require SCE to obtain new or expanded electricity supplies.

Additionally, the proposed project would be designed using green building practices, including those of the most current Building Energy Efficiency Standards (Title 24, California Code of Regulations, Part 6) and California Green Building Standards Code (CALGreen: Title 24, California Code of Regulations, Part 11). Both standards contain energy efficiency requirements for newly constructed buildings.

Therefore, impacts would be less than significant, and no mitigation measures are necessary.

Natural Gas Facilities
Natural gas needs to the project site would be provided by the Southern California Gas Company (SoCalGas) via existing infrastructure in the immediate area of the project site. The proposed project would have a total annual natural gas demand of 4,954,623 kBTU (see Appendix B).

SoCalGas’ service area spans much of the southern half of California, from Imperial County on the southeast to San Luis Obispo County on the northwest, to part of Fresno County on the north, to Riverside County and

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most of San Bernardino County on the east (CEC 2016). Total natural gas supplies available to SoCalGas are forecast to remain at 3,175 million cubic feet per day (MMCF/day) from 2020 through 2022, then increase to 3,435 MMCF/day from 2024 to 2035. Total natural gas consumption in SoCalGas’s service area is forecast to decline slightly from 2,462 MMCF/day in 2020 to 2,103 MMCF/day in 2035 (CGEU 2018).

SoCalGas projects that it will have sufficient supplies to meet the demands in its service area. Therefore, the proposed project’s natural gas demand is within SoCalGas’s forecast increase, and the proposed project would not require SoCalGas to obtain new or expanded natural gas supplies. Impacts would be less than significant, and no mitigation measures are necessary.

Telecommunication Facilities
The proposed project would include on-site connections to telecommunication services. The constructionrelated impacts associated with these improvements are analyzed throughout this Initial Study as part of project development. Impacts would be less than significant, and no mitigation measures are necessary. c) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years?
Less Than Significant Impact. SGVWC has adequate water supplies to meet project water demands, as substantiated above in Section 3.19.a.

The proposed project’s landscaping would be installed and maintained in compliance with Chapter 17.25, Water Efficient Landscaping, of the South El Monte Municipal Code, which sets landscape design standards for water conservation. The proposed project would also implement the requirements of Chapter 8.46, Water Conservation. The purpose of this chapter is to establish water conservation measures, ensure reasonable and beneficial use of water, prevent waste of water, and maximize the efficient use of water in South El Monte to avoid and minimize the effects of drought on city residents and businesses.

Furthermore, development of the proposed project would be required to comply with the provisions of CALGreen, which contains requirements for indoor water use reduction and site irrigation conservation.

Specifically, project development would be required to adhere to mandatory residential measures in Division

4.3, Water Efficiency and Conservation, of CALGreen, including Sections 4.303, Indoor Water Use, and 4.304, Outdoor Water Use.

Based on the preceding, there are adequate water supplies to meet the water demands of the proposed project, and project development would not require SGVWC to obtain new or expanded water supplies. Therefore, impacts on water supplies due to project development would be less than significant, and no mitigation measures are necessary.

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d) Result in a determination by the wastewater treatment provider, which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments?
Less Than Significant Impact. As substantiated in Section 3.19.a, there is existing wastewater treatment capacity in the region for estimated project wastewater generation. Project development would not require construction of new or expanded wastewater treatment facilities. Therefore, impacts would be less than significant, and no mitigation measures are necessary.
e) Generate solid waste in excess of state or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? Less Than Significant Impact. Athens Services hauls residential solid waste from South El Monte. In 2019, approximately 61.0 percent of the municipal solid waste landfilled from South El Monte was disposed of at the Mid-Valley Sanitary Landfill. The San Timoteo Sanitary Landfill received 20.0 percent of the waste in the same year (CalRecycle 2019a). Capacity and disposal data for these two landfills are shown in Table 19, Landfill Capacity. As shown in the table, the landfills have a combined residual capacity of 4,860 tons per day.

Table 19 Landfill Capacity
Landfill
Current Remaining
Capacity (tons)1
Maximum
Daily Disposal
Capacity (tons/day)
Average Daily
Disposal, 2017
(tons)2
Residual Daily
Disposal Capacity
(tons)
Estimated
Close Date
Mid-Valley Sanitary Landfill 61,219,377 7,500 3,718 3,782 2045 San Timoteo Sanitary Landfill 12,360,396 2,000 922 1,078 2039 Total 73,579,773 9,500 4,640 4,860 NA
Sources: CalRecycle 2019b, 2019c, 2019d. 1 A Volume-to-Weight conversion rate of 2,000 lbs/cubic yard (1 ton/cubic yard) for “Compacted - MSW Large Landfill with Best Management Practices” is used as per CalRecycle’s 2016 Volume-to-Weight Conversion Factors
https://www.epa.gov/sites/production/files/201604/documents/volume_to_weight_conversion_factors_memorandum_04192016_508fnl.pdf. 2 Average daily disposal is calculated based on 300 operating days per year. The two facilities are open six days per week, Monday through Saturday, except certain holidays.

The proposed project is estimated to generate approximately 1,772 pounds (or 0.89 ton) of solid waste per day, as shown in Table 20, Proposed Project Solid Waste Generation.

Table 20 Proposed Project Solid Waste Generation
Land Use Dwelling Unit
Generation Rate
(lbs/dwelling unit/day)
Total
(lbs/day)
Residential Use 207 8.6 1,780
Source: CalRecycle 2019e.

Notes: ppd = pounds per day
As demonstrated in Tables 19 and 20, the total amount of solid waste expected to be generated by the proposed project would be minimal compared to the residual daily disposal capacity of the two main landfills serving the city.

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Furthermore, substantial reductions in solid waste from construction materials can be achieved through recycling, reuse, and diversion programs. CALGreen Section 4.408 requires diversion of 65.0 percent of nonhazardous construction and demolition waste through recycling, reuse, and diversion programs. Chapter

13.12, Article X, Recycling of Construction and Demolition Debris, of the City’s municipal code requires that construction contractors develop and submit a plan to recycle and salvage the projected construction and demolition debris prior to receiving a permit from the city for any construction activities.

Based on the preceding, impacts on landfill capacity would be less than significant, and no mitigation measures are necessary.
f) Comply with federal, state, and local management and reduction statutes and regulations related to solid waste?
No Impact. See response to section 3.19.d, above.

Additionally, the following federal, State, and local laws and regulations govern solid waste disposal:
 USEPA’s Resource Conservation and Recovery Act of 1976 and the Solid Waste Disposal Act of 1965, which govern solid waste disposal.
 Assembly Bill (AB) 341 (Chapter 476, Statutes of 2011) which increases the statewide waste diversion goal to 75.0 percent by 2020, and mandates recycling for commercial and multifamily residential land uses.  AB 939 (Integrated Solid Waste Management Act of 1989; Public Resources Code 40050 et seq.), which required every California city and county to divert 50.0 percent of its waste from landfills by the year 2000 by such means as recycling, source reduction, and composting. In addition, AB 939 required each county to prepare a countywide siting element specifying areas for transformation or disposal sites to provide capacity for solid waste generated in the county that cannot be reduced or recycled for a 15-year period.  AB 1327 (California Solid Waste Reuse and Recycling Access Act of 1991), which requires local agencies to adopt ordinances mandating the use of recyclable materials in development projects.

Project-related construction and operation phases would be implemented in accordance with all applicable federal, State, and local laws and regulations that govern solid waste disposal. Therefore, no impact would occur and no mitigation measures are necessary.

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3.20 WILDFIRE
If located in or near state responsibility areas or lands classified as very high fire hazard severity zones (FHSZ), would the project:

Issues
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Substantially impair an adopted emergency response plan or emergency evacuation plan? X
b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire?
X
c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment?
X
d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? X
a) Substantially impair an adopted emergency response plan or emergency evacuation plan? Less Than Significant Impact. The proposed project would not conflict with adopted emergency response or evacuation plans. The surrounding roadways would continue to provide emergency access to the project area and surrounding properties during construction and postconstruction. An additional entry would be created off of Chico Avenue and would provide access to the site from the eastern boundary. The proposed project would not result in inadequate emergency access, and impacts to adopted emergency response and evacuation plans are less than significant.
b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire?
Less Than Significant Impact. There are three primary factors used in assessing wildfire hazards–– topography, weather, and fuel. The project site is relatively flat and is in an urbanized environment. The proposed project would not impact weather or topography. At project completion, the project site would consist of 207 dwelling units (408,104 square feet), and 140,080 square feet of landscaped areas. According to CAL FIRE’s Fire and Resource Assessment Program, the project area is not in a Very High FHSZ (CAL FIRE 2021).

Therefore, impacts of exposing project occupants to pollutant concentrations from or exacerbating a wildfire would be less than significant.

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c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? Less Than Significant Impact. The proposed project would require utility connections and new infrastructure for electricity, natural gas, telecommunications, and cable service. As indicated above, the project site is not in a very high FHSZ. The project site is in a highly urbanized part of the city; the proposed project would not add infrastructure such as roads or overhead power lines in areas with wildland vegetation. Therefore, impacts of exacerbating fire risks on the environment would be less than significant. d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? Less Than Significant Impact. The project site is relatively flat. The project site is not in an area designated as having a potential for landslides and is not in a 100-year flood hazard zone (FEMA 2008). Therefore, it is unlikely that the site would be susceptible to downslope or downstream flooding or landslides as a result of post-fire slope instability. The project site is not in a very high FHSZ. Impacts would be less than significant.

3.21 MANDATORY FINDINGS OF SIGNIFICANCE
Issues
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of
California history or prehistory?
X
b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are
considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.)
X
c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
X
a) Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially

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reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Less Than Significant Impact With Mitigation Incorporated. The project site is in an urban setting, surrounded by development. The project site is paved and vacant except for a structure at the northeast corner of the site. Project development would not degrade the quality of the environment or reduce the population, range, or habitat of a species of fish or wildlife or a rare or endangered plant or animal species. The proposed project would impact the Starlite Drive-in sign, which is recommended individually eligible for listing in CRHR under Criterion 3. With the implementation of Mitigation Measures CUL-1, CUL-2, and CUL-3, impacts to historical resources would be reduced to less than significant. b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.)
Less Than Significant Impact. The proposed project would consist of the construction of 207 dwelling units on the project site. As the proposed project would be within the SCAG growth forecasts for the city, the proposed project would not result in cumulative impacts. c) Does the project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectly?
Less Than Significant Impact. The proposed project would increase the number of dwelling units in the City by 207 units. As demonstrated in this Initial Study, the proposed project would not substantially increase environmental effects that would directly or indirectly affect human beings. Impacts would be less than significant.

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4. References
AirNav.com. 2020. Accessed May 5, 2021. Airports. https://www.airnav.com/airports/.

Arroyo Seco Foundation. February 3, 2021 (accessed). The Rio Hondo Watershed. https://www.arroyoseco.org/riohondowatershed.htm.

Bay Area Air Quality Management District (BAAQMD). 2017, May. California Environmental Quality Act Air Quality Guidelines.

California Air Pollution Control Officers Association (CAPCOA). 2017, October. California Emissions Estimator Model (CalEEMod). http://www.aqmd.gov/docs/default-source/caleemod /05_appendix-d2016-3-2.pdf?sfvrsn=4.

California Air Resources Board. 2017a, March 14. Final Proposed Short-Lived Climate Pollutant Reduction Strategy. https://www.arb.ca.gov/cc/shortlived/shortlived.htm. ———. 2017b, October 18. Area Designations Maps/State and National. http://www.arb.ca.gov/desig/desig.htm.
———. 2017c, November. California’s 2017 Climate Change Scoping Plan: The Strategy for Achieving California’s 2030 Greenhouse Gas Target.
https://www.arb.ca.gov/cc/scopingplan/scoping_plan_2017.pdf.

California Department of Education (CDE). 2021. Data Quest. https://dq.cde.ca.gov/dataquest/.

California Department of Fish and Wildlife (CDFW). February 3, 2021 (accessed). BIOS Viewer 5.94.01. https://apps.wildlife.ca.gov/bios/.
———. 2019, April. California Natural Community Conservation Plans. https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=68626&inline.

California Department of Forestry and Fire Protection (CAL FIRE). 2021 (accessed). Fire Hazard Severity Zone (FHSZ)Viewer. https://egis.fire.ca.gov/FHSZ/.

California Department of Resources Recycling and Recovery (CalRecycle). 2019a. Jurisdiction Disposal and Alternative Daily Cover (ADC): Tons by Facility.
https://www2.calrecycle.ca.gov/LGCentral/DisposalReporting/Destination/DisposalByFacility. ———. 2019b. SWIS Facility/Site Activity Details: Mid-Valley Sanitary Landfill (36-AA-0055) https://www2.calrecycle.ca.gov/SolidWaste/SiteActivity/Details/1880?siteID=2662.

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———. 2019c. SWIS Facility/Site Activity Details: San Timoteo Sanitary Landfill (36-AA-0087). https://www2.calrecycle.ca.gov/SolidWaste/SiteActivity/Details/1906?siteID=2688. ———. 2019d. Landfill Tonnage Reports. https://www2.calrecycle.ca.gov/LandfillTipFees/. ———. 2019e. Estimated Solid Waste Generation Rates.
https://www2.calrecycle.ca.gov/WasteCharacterization/General/Rates.

California Department of Transportation (Caltrans). 2022. Scenic Highways. https://dot.ca.gov/programs/design/lap-landscape-architecture-and-community-livability/lap-liv-iscenic-highways.

California Department of Water Resources (DWR). 2017, June 13. Water Budget Workbook for New and Rehabilitated Residential Landscapes. https://www.placer.ca.gov/DocumentCenter/View/9395/ Water-Budget-Calculator-for-New-and-Rehabilitated-Residential-Landscapes-XLSM. ———. 2004, February 27. South Coast Hydrologic Region San Gabriel Valley Groundwater Basin. https://water.ca.gov/-/media/DWR-Website/Web-Pages/Programs/Groundwater -Management/Bulletin-118/Files/2003-Basin-Descriptions/4_013_SanGabrielValley.pdf.

California Energy Commission (CEC). 2018, April 19. California Energy Demand Updated Forecast, 2018- 2030. https://efiling.energy.ca.gov/getdocument.aspx?tn=223244. ———. 2016, December 5. California Energy Demand Updated Forecast, 2017–2027. https://efiling.energy.ca.gov/getdocument.aspx?tn=214635.

California Gas and Electric Utilities (CGEU). 2020. 2020 California Gas Report. https://www.socalgas.com/sites/default/files/2020-10/2020_California_Gas_Report _Joint_Utility_Biennial_Comprehensive_Filing.pdf.

California Natural Resources Agency (CNRA). 2018, November. Final Statement of Reasons for Regulatory Action. http://resources.ca.gov/ceqa/docs/2018_CEQA_Final_Statement_ of%20Reasons_111218.pdf
Cogstone. 2021, May. Cultural and Paleontological Resources Assessment for the Starlite Residential Project.

Appendix C
Department of Finance (DOF). 2020. E-5 Population and Housing Estimates for Cities, Counties, and the State: 2011-2020 with 2010 Census Benchmark. http://www.dof.ca.gov/Forecasting /Demographics/Estimates/e-5/.

Division of Land Resource Protection (DLRP). 2016. California Important Farmland Finder. California Department of Conservation. https://maps.conservation.ca.gov/dlrp/ciff/.

El Monte, City of. 1995, June. El Monte Airport Master Plan Report. https://dpw.lacounty.gov/ avi/airports/documents/SGV_MP.pdf.

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_____. 2011, May. City of El Monte General Plan and Zoning Code Update Environmental Impact Report. https://www.ci.el-monte.ca.us/DocumentCenter/View/1481/Environmental-Impact-Report ?bidId=.

Federal Emergency Management Agency (FEMA). 2008, September. Flood Map Service Center. https://msc.fema.gov/portal/search?AddressQuery=9648%20Santa%20Fe%20Springs%20Road%2 0Santa%20Fe%20Springs%2C#searchresultsanchor.

Federal Highway Administration. 2006, August. Construction Noise Handbook.

Federal Highway Administration. 2001. Keeping the Noise Down: Highway Traffic Noise Barriers. Accessed October 2, 2019.

Federal Transit Administration. 2018, September. Transit Noise and Vibration Impact Assessment Manual. US Department of Transportation.

Forma Engineering (Forma). February 26, 2021. Site Plan for Starlite. Sheet 1 of 3.

Governor’s Office of Planning and Research (OPR). 2008, June. CEQA and Climate Change: Addressing Climate Change through CEQA Review. Technical Advisory. http://www.opr.ca.gov /ceqa/pdfs/june08-ceqa.pdf.

Harris, Cyril M. 1998. Handbook of Acoustical Measurements and Noise Control. 3rd edition. Woodbury, NY:

Acoustical Society of America.

IR Mclver, GREENBeing Consulting Engineers. 2012, May. Ground Vibration from Road Construction.

New Zealand Transport Agency Research Report 485.

Iteris. 2021, June 9. Starlite Development Traffic Impact Analysis. Appendix D-a. _____. 2021, June 11. 2540 Rosemead Boulevard – San Gabriel Valley Council of Governments Vehicle Miles Traveled Evaluation Tool Report. Appendix D-b.

Jue, Tracy. Director, Facilities Planning Bureau. 2021, February 18. Proposed Starlite Residential Development Police Questionnaire. (Appendix I).

Los Angeles County. 1995, June. El Monte Airport Master Plan. https://dpw.lacounty.gov/avi/airports/documents/SGV_MP.pdf ______. 2014, June. Los Angeles County General Plan Update Draft Environmental Impact Report. https://planning.lacounty.gov/assets/upl/project/gp_2035_deir.pdf. ______. 2021. South El Monte Library. https://lacountylibrary.org/south-el-monte-library/.

Los Angeles Regional Water Quality Control Board (LARWQCB). November 13, 2014. Waste Discharge Requirements for the Joint Outfall System: Whittier Narrows Reclamation Plant.

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4. References

https://www.waterboards.ca.gov/losangeles/board_decisions/adopted_orders/docs /2848_R4-2014-0213_WDR_PKG.pdf.
———. 2012, November 8. Waste Discharge Requirements for Municipal Separate Storm Water Sewer System (MS4) Discharges Within the Coastal Watersheds of Los Angeles County, Except Those Discharges Originating from the City of Long Beach MS4. https://www.waterboards.ca.gov/losangeles/water_issues/programs/stormwater/municipal/la_ms4 /2012/Order%20R4-2012-0175%20-%20A%20Final%20Order%20revised.pdf.

Office of Environmental Health Hazard Assessment (OEHHA). 2015, February. Air Toxics Hot Spots Program Risk Assessment Guidelines. Guidance Manual for Preparation of Health Risk Assessments. http://oehha.ca.gov/air/hot_spots/2015/2015GuidanceManual.pdf.

PlaceWorks. 2021. Air Quality Greenhouse Gas Emissions Analysis. Appendix B.

RMA GeoScience (RMA). 2020, September 1. Geotechnical Investigation. Appendix E.

San Gabriel Valley Water Company (SGVWC). 2017, December. 2015 Urban Water Management Plan. https://www.sgvwater.com/wp-content/uploads/2018/09/Volume-I-FINAL-AMENDED _2015-UWMP_SGVWC_LACD.pdf.

San Gabriel Valley Energy Wise Partnership (SGVEWP). 2012, November. City of South El Monte Energy Action Plan. https://www.sgvenergywise.org/eap.

Sanitation Districts of Los Angeles County (LACSD). 2019. Loadings for Each Class of Land Use. https://www.lacsd.org/civicax/filebank/blobdload.aspx?blobid=3531.

Screens & Crushers Ltd C12+ Crusher Extec. 2007, November. Operating and Maintenance Manual.

Southern California Association of Governments (SCAG). 2016, April 7. 2016-2040 RTP/SCS Final Growth Forecast by Jurisdiction. https://scag.ca.gov/sites/main/files/file-attachments/2016_2040rtpscs _finalgrowthforecastbyjurisdiction.pdf?1605576071.
———. 2020, May 7. Adopted Connect SoCal Plan: The 2020-2045 Regional Transportation Plan / Sustainable Communities Strategy of The Southern California Association of Governments. https://www.connectsocal.org/Pages/Connect-SoCal-Final-Plan.aspx.

South Coast Air Quality Management District (SCAQMD). 2008, July. Final Localized Significance Threshold Methodology. http://www.aqmd.gov/docs/default-source/ceqa/handbook/localized-significance -thresholds/final-lst-methodology-document.pdf.
———. 2010, September 28. Minutes for the GHG CEQA Significance Threshold Stakeholder Working Group #15. http://www.aqmd.gov/docs/default-source/ceqa/handbook/greenhouse-gases-(ghg) -ceqa-significance-thresholds/year-2008-2009/ghg-meeting-15/ghg-meeting-15-minutes.pdf.

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CITY OF SOUTH EL MONTE

4. References
January 2022 Page 141
———. 2011. Fact Sheet for Applying CalEEMod to Localized Significance Thresholds. http://www.aqmd.gov/docs/default-source/ceqa/handbook/localized-significance-thresholds /caleemod-guidance.pdf?sfvrsn=2.

Southern California Edison (SCE). 2019. 2019 Annual Report. https://www.edison.com/content/dam/eix /documents/investors/corporate-governance/eix-sce-2019-annual-report.pdf.

South El Monte, City of. 2000, October. City of South El Monte General Plan. https://www.cityofsouthelmonte.org/186/General-Plan.
———. 2021a. City of South El Monte Municipal Code.
https://library.municode.com/ca/south_el_monte/codes/code_of_ordinances?nodeId=TIT8HESA _CH8.20NORE_8.20.020EXNOLI.

US Army Corps of Engineers (USACE). February 4, 2021 (accessed). Santa Fe Dam. https://www.spl.usace.army.mil/Missions/Asset-Management/Santa-Fe-Dam/. ———. 2012, April 4. Dam Safety Program, Santa Fe Dam. https://www.spl.usace.army.mil/Media/Fact -Sheets/Article/477342/dam-safety-program/.

US Bureau of Labor Statistics (BLS). 2020. Local Area Unemployment Statistics. https://www.bls.gov/web/metro/laummtrk.htm.

US Fish and Wildlife Service. 2020, October 1. Wetlands Mapper. https://www.fws.gov/wetlands/data/mapper.html.

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4. References

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January 2022 Page 143

5. List of Preparers

LEAD AGENCY
City of South El Monte
Colby Cataldi, Community Development Director

PLACEWORKS
JoAnn Hadfield, Principal
Dina El Chammas Gass, Senior Engineer I
Jasmine A. Osman, Associate I
Nicole Vermillion, Principal – AQ/GHG Lead
Josh Carman, Senior Associate II – Noise Lead
Kristie Nguyen, Associate I – AQ/GHG Specialist
Alejandro Garcia, Associate I – Noise Specialist

SUBCONSULTANTS
Cogstone
John Gust, Archeologist, Principal Investigator
Kim Scott, Principal Paleontologist
Iteris
Sean Daly, Senior Transportation Planner

STARLITE RESIDENTIAL DEVELOPMENT INITIAL STUDY

CITY OF SOUTH EL MONTE

5. List of Preparers

APPLICANT TECHNICAL CONSULTANTS
Stantec
Jim Dewoody, Senior Scientist
RMA GeoScience
Haiyan Liu, Project Engineer
Forma Engineering Inc.

Aret Binalti, Senior Engineer

ATTACHMENT E
Appendices for the Initial Study/Negative Declaration
Can be Viewed in the City Clerk’s Office and
Arrangements Can be Made for Such Documents to be
Provided in an Electronic Format

City Council Agenda Report
Agenda Item No. 8.b.

DATE: April 12, 2022
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Rachel Barbosa, City Manager
SUBMITTED BY: Colby Cataldi, Community Development Director SUBJECT: CONSIDERATION OF RESOLUTION NO. 22-26, APPROVING

AN APPLICATION FOR CONDITIONAL USE PERMIT (CUP
NO. 21-11) ALLOWING FOR A TYPE 47 LICENSE FOR ONSALE OF BEER, WINE, AND DISTILLED SPIRITS IN

CONJUNCTION WITH A BONA FIDE EATING

ESTABLISHMENT IN A RESTAURANT EXPANSION AND
OPERATING LIVE ENTERTAINMENT AT 2327 ROSEMEAD

BOULEVARD AND OPERATING AS MARISCOS SAN ISIDRO
SUMMARY: The applicant, Edwardo Guzman (“Applicant”), is applying to expand an existing restaurant (2,638 sq. ft), upgrade Type 41 on-sale beer and wine license to a Type 47 on-sale general alcohol use, and to allow for live entertainment (“Project”) at 2327 Rosemead Boulevard, South El Monte, California 91733 (“Property”). The Property consists of one parcel having an area of approximately 30,615 square feet (0.7 acres) and three other existing buildings consisting of a non-conforming house, a commercial unit, and a muffler shop. On April 15, 1993, the Planning Commission approved a Conditional Use Permit to allow for a Type 41 on-sale beer and wine license in conjunction with a restaurant. The restaurant under current ownership has been operating at this location since 1998, with the original 784 square feet building constructed in 1938, and then expanded to the current size of 2,638 sq. ft.

RECOMMENDED ACTION: Staff recommends City Council:

1. Conduct a public hearing;

2. Take public testimony; and

3. Adopt Resolution No. 22-26, approving the decision of the Planning Commission to approve CUP 21-07.

FISCAL IMPACT: No fiscal impact.

DISCUSSION: Council Review
Two members of the City Council requested a review on March 17, 2022. As such, the

Council must conduct a de novo public hearing and then may: affirm, reverse or modify the commission’s decision; remand the matter back to the commission; or continue the matter.

Conditional Use Permit (CUP)
In order to grant a CUP, the Commission must make the following finding pursuant to South El Monte Municipal Code (“SEMMC”) Section 17.68.040:

The commission shall find that the proposed use shall not be detrimental to persons or properties in the immediate vicinity nor to the city in general.

The parcels directly surrounding the Property are developed as commercial or industrial, with a non-conforming house. The requested operating hours of the business are from 9:00 a.m. to 2:00 a.m. on Fridays through Sundays and from 9:00 a.m. until 12:00 a.m. on Mondays through Thursdays. The Sheriff’s Department had comments requesting that the hours of operation not be extended past what they currently are, which currently are 9:00 a.m. to 10:00 p.m. on Mondays through Thursdays, and 9:00 a.m. to 1:30 a.m.

Fridays through Sundays.

Staff believes the approval of the CUP will not be detrimental to persons or properties in the immediate vicinity, nor to the City in general, because of the conditions of approval in the resolution, also since many of (if not all) the surrounding parcels are being utilized as commercial or industrial properties. Condition #38 has been added to bring the Applicant before Planning Commission in September 2022, to conduct a review of the business' operations in order to verify that the business has been adhering to the imposed conditions. If, for any reason, violations of law occur including violations of the South El Monte Municipal Code (SEMMC) or violations of conditions of approval, the Planning Commission can agendize the CUP for further review and potential modification or revocation.

Proposed Project
The Applicant would like to enhance the existing restaurant by providing beer, wine, and distilled spirits (ABC License TYPE 47) as a secondary use to the primary restaurant use. The expansion of the restaurant is proposed as well, along with conducting large renovations to the existing restaurant.

In addition to the alcohol license and restaurant expansion, the applicant is seeking authorization to provide live entertainment at the Property. The live entertainment permit would allow for the restaurant to enhance the dining experience with karaoke and mariachis. Live entertainment would only be allowed to take place on Fridays through Sundays.

On days when live entertainment is being performed (Fridays through Sundays from 6:00 p.m. to 1:00 a.m.), security guards will be required to be present on the premises, with three being positioned inside the restaurant and one stationed in the parking lot. On Monday through Wednesday, two security guards will be required to be present, with one monitoring the parking lot and one stationed inside. Condition #12 will include these requirements for the Project. Also, the Applicant has stated that on the days when live entertainment is being performed, a valet will be provided at the Property.

Parking Requirements and Landscaping
Per SEMMC Section 17.60.020, one parking stall is required for every four seats in a

restaurant with an additional 10% required for employees, one stall for every 750 square feet for manufacturing uses, and one stall for every 300 square feet of retail space. A total of 32 parking stalls are required for the restaurant, with another five parking stalls required for the ancillary use on the property, bringing the total of required parking to 37 stalls. The Applicant is proposing a total of 52 parking stalls within the Property which satisfies the requirements.

The Project proposes to utilize the street frontage for landscaping, as well as the interior parking lot area that will contain a total of 3,416 sq. ft. which comes out to 11% landscaping, with 5% being required.

Floor Plan
The Applicant is proposing a mix of tables, booths, and bar seating that comes out to four booths that can sit twenty-four persons, a bar that can seat eight, and tables that can seat eighty-four. The rest of the proposed floor plan is taken up by restrooms, office, storage, and wait staff stations.

Code Enforcement and Sheriff Review
Code Enforcement has had to respond to the property many times in the past ranging from 2017 with illegal construction being observed, as well as an illegal concert being hosted on the property which had to be shut down. The last response was in July 2020 when a noise complaint was issued that the business was operating with live entertainment without a license. Also, as stated above, the Sheriff’s Department has requested no expansion of operating hours in order to prevent an increase in calls to the Property. Condition #11 has been created to deal with noise issues.

On-Sale Alcohol
The Applicant would like to enhance the restaurant by continue to provide beer and wine, and adding the sale of distilled spirits. The sale of beer, wine, and spirits is a secondary use to the primary use, which is the restaurant. The on-sale license will allow the restaurant’s customers the opportunity to purchase beer, wine, or distilled spirits with meals. Beer, wine, and distilled spirits will be served by a waiter or waitresses in the dining area, or at the bar area that is being proposed. Since there is an existing ABC license on the Property for the sale of beer and wine, there will be no increase in concentration of ABC licenses.

Staff Report Prepared by: Ian McAleese, Assistant Planner

ATTACHMENT(S):

A. Planning Commission Approved Resolution No. 21-11
B. Relevant Code Sections
C. Vicinity Map/Aerials
D. Project Plans
E. Resolution No. 22-26

Attachment A

PLANNING COMMISSION
RESOLUTION NO. 21-11

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
SOUTH EL MONTE APPROVING CONDITIONAL USE PERMIT NO. 21- 11, ALLOWING LIVE ENTERTAINMENT ALONG WITH THE ON-SALE
GENERAL WITH A BONA FIDE EATING ESTABLISHMENT (TYPE 47

ABC LICENSE) IN A NEWLY EXPANDED SERVICE AREA IN

CONJUNCTION WITH A SIT-DOWN RESTAURANT LOCATED AT
2327 ROSEMEAD BOULEVARD OPERATING AS MARISCOS SAN
ISIDRO
WHEREAS, Edwardo Guzman (“Applicant”), filed an application for a Conditional Use Permit (“CUP”) to sell beer, wine, and distilled spirits as a secondary use to a restaurant and operate live entertainment in a proposed restaurant expansion (“Project” or “proposed Project”) located at 2327 Rosemead Boulevard, South El Monte, CA 91733 (“Property” or “project site”); and WHEREAS, pursuant to South El Monte Municipal Code (“SEMMC”) Sections

17.16.040(A) and 17.53.020, the Project requires Planning Commission review and approval because the Project consists of request for on-sale beer, wine and spirits in conjunction with a restaurant and request for conducting live entertainment; and WHEREAS, Applicant currently has CUP 93-432, per Planning Commission Resolution 93- 856, dated April 19, 1993 allowing for the off-sale of beer and wine in conjunction with a restaurant; and
WHEREAS, said Resolution 93-856 is hereby rescinded and superseded in its entirety by this Resolution 21-11; and
WHEREAS, a public hearing was held before the Planning Commission on March 15, 2022, to consider the application. All evidence, both written and oral, presented during said public hearing was considered by the Planning Commission in making its determination.

THE PLANNING COMMISSION OF THE CITY OF SOUTH EL MONTE HEREBY FINDS, RESOLVES, AND ORDERS AS FOLLOWS:

SECTION 1: Pursuant to Section 15301 (Class 1) of the California Environmental Quality Act (CEQA), the proposed Project is categorically exempt from environmental review and a Notice of Exemption has been prepared. The proposed Project qualifies for a Class 1 Categorical Exemption for the Project is proposed to be operated within existing facilities. The criteria is the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency’s determination.

The Planning Commission finds that the Project is exempt from the provisions of CEQA. The documents and other material, which constitute the record on which this decision is based, are located in the Department of Community Development and are in the custody of the Director of Community Development.

SECTION 2: A record of the public hearing indicates the following:

Resolution No. 21-11

A. With regard to the application for a CUP, SEMMC Section 17.68.040 requires that the Planning Commission find that the proposed use shall not be detrimental to persons or properties in the immediate vicinity nor to the City in general. State law requires that the Project be compatible with surrounding uses.

B. The General Plan Land Use designation for the Property is “CommercialManufacturing.” The Zoning Code designation is “C-M” (Commercial- Manufacturing).

C. The proposed Project promotes the City’s goals and objectives stated in the General Plan. No goal or policy will be impaired.

D. The operation of the restaurant with the service of beer, wine, and distilled spirits with live entertainment should not become a nuisance to surrounding properties with no expansion of operating hours. Sheriff’s Department has stated that the increase in operating hours could have a negative impact on the area by generating an increase in calls for service.

SECTION 3: Based on the record of the hearing, including all information presented at the hearing, including the Staff Report dated March 15, 2022, which is hereby incorporated into this Resolution 21-11 by reference, the Planning Commission hereby finds:

A. As conditioned, the Project meets the requirements of SEMMC Chapters 17.16 and

17.53 and will not be detrimental to the public health, safety or welfare, nor will it adversely affect property values or the present or future development of the surrounding areas. This is because the Project compatible with the surrounding uses and the Project is subject to conditions of approval which will help ensure that surrounding uses are not adversely impacted by any potential secondary impact that would affect property values or present and future developments.

B. Pursuant to SEMMC Section 17.68.040, the approval of the CUP will not be detrimental to persons or properties in the immediate vicinity nor to the City in general. This is so because the Project will be required to operate in a way that does not negatively impact the area through conditions imposed including restriction of operating hours for alcohol and live entertainment.

C. As conditioned, the Project represents a quality establishment that will be compatible with surrounding commercial and industrial uses, the surrounding area, and the goals of the City.

The proposed Project will contribute to the general well-being of the City in that the Project benefits neighboring uses and will be an asset to the surrounding area, as well as to the rest of the City, by offering a use that is not common to the area additionally, generating more traffic to the area as well as increase in sales tax. As a result, approving this application will not adversely affect the General Plan or the Zoning Ordinance.

D. As conditioned, the proposed Project is consistent with the City’s General Plan. The proposed Project is compatible with the objectives, policies, general land uses, economic development and programs specified in the General Plan which includes, but is not limited to, the following goals:

Land Use Element

Resolution No. 21-11

Goal 1.0: Maintain a balanced mix and distribution of land uses throughout South El Monte by allowing for the expansion of a family restaurant with general alcohol sales and live entertainment as secondary uses; Policy 1.4: Maintain a balanced mix and distribution of land uses throughout South El Monte” and “create opportunities for two types of commercial development: (1) commercial uses that meet the retail and service needs of the local resident and employee populations, and (2) regional-serving retail commercial businesses that capture revenues from a broader population base. This will serve the area by providing a unique sit-down restaurant with live entertainment that will cater to residents as well as bring in the surrounding population; and
Economic Development Element
Goal 1.0: Continue to provide opportunities for a wide range of industries to operate in South El Monte by allowing the proposed use that is not common to the City.

SECTION 4: Based on the aforementioned findings, the Planning Commission hereby approves CUP (No 21-11) to operate a restaurant with on-sale beer, wine, and distilled spirits, with live entertainment as secondary uses, subject to the following conditions:

General Conditions

1. The Applicant and the business entity allowed for hereunder shall indemnify, defend and hold harmless the City, its officers, agents, employees, and volunteers from any and all claims, lawsuits or actions arising from the granting of, or the exercise of, the rights permitted by this approval, and from any and all claims or losses occurring or resulting to any person, firm, corporation or property for damage, injury, or death arising out of, or connected in anyway, with the performance of the use permitted hereby. The Applicant’s obligation to indemnify, defend, and hold harmless the City shall include, but not be limited to, paying all legal fees and costs incurred by legal counsel of the City’s choice in representing the City in connection with any such claims, losses, lawsuits or actions, and any award of damages or attorney’s fees in any such lawsuit or action.

2. The Applicant and the business entity allowed for hereunder shall execute an Affidavit of Acceptance of these conditions in the presence of a Notary Public and return the Affidavit to the Director of Community Development within ten calendar days of the date of the Planning Commission’s approval.

3. The approval shall lapse and become void if the privilege authorized is not utilized or where some form of construction pursuant to issuance of a building permit has not commenced within two years from the date of this approval.

4. Applicant and its employees, agents and contractors shall comply with all Municipal Code provisions.

Resolution No. 21-11

Planning Conditions

5. Sales, service and consumption of beer, wine, and distilled spirits shall be permitted only between the hours of 9:00 a.m. to 9:30 p.m. Monday-Thursday, and Friday through Sunday from 9:00 a.m. until 1:00 a.m. The hours of operation shall be from 9:00 a.m. to 10:00 p.m.

Monday through Thursday and 9:00 a.m. to 1:30 a.m. Friday through Sunday.

6. The sale of beer, wine, and distilled spirits for consumption off the Property is strictly prohibited.

7. The quarterly gross sales of alcoholic beverages shall not exceed the gross sales of food during the same period. The Applicant shall at all times maintain records which reflect separately the gross sales of food and the gross sales of alcoholic beverages of the licensed business. Said records shall be kept no less frequently than on a quarterly basis and shall be made available to any peace officer, Business License staff member, or Planning Division staff member on demand.

8. No pool or billiard tables may be maintained on the Property.

9. This Conditional Use Permit authorizes only live entertainment consisting of mariachi or karaoke inside of the enclosed restaurant. No dancing or similar activity in the restaurant is permitted unless a Modification to this Conditional Use Permit is approved.

10. Live entertainment and karaoke shall only be allowed three days a week on Friday through Sunday 6:00 p.m. to 1:00 a.m. with all entertainment be conducted within the fully enclosed restaurant.

11. The noise level for the karaoke shall not exceed at any time the level of noise permitted under SEMMC Section 8.20.020 to ensure that the entertainment does not become a nuisance to the City or adjacent properties.

12. A bonded security company must be employed and a total of four security guards be present during the hours that live music is being performed. On other nights when live entertainment will not take place, two security guards shall be utilized starting at 6:00 p.m.

13. Any graffiti painted or marked upon the Property or on any adjacent area under the control of the Applicant shall be removed or painted over within 24 hours of discovery or notice from the City.

14. The Property shall be maintained in a safe and clean condition and the Applicant shall ensure that no trash or litter originating from the site is deposited on neighboring properties or the public right-of-way. At the end of each business day, the Applicant shall pick up any and all litter including but not limited to large discarded items that may have collected in the Property’s parking area and public right-of-way.

15. No beer, wine, or distilled spiritsshall be consumed on any property adjacent to the licensed premises under control of the licensee.

Resolution No. 21-11

16. The sale of beer, wine, and distilled spirits shall be an ancillary service to the primary restaurant use.

17. The Applicant shall not permit any loitering on any property adjacent to the Property under control of the licensee(s).

18. At no time shall there be a fee for entrance/admittance into the Property.

19. At all times when the Property is open for business the sale and service of beer, wine, and distilled spirits shall be made only in conjunction with the sale and service of food. No alcohol shall be sold to any guest/patron who does not also purchase food.

20. There shall be no coin operated games maintained on the Property at any time.

21. Food service, with an available menu, shall be available until closing time on each day of operation.

22. The windows of the Property shall not be tinted or covered in any way, which obstructs a clear view of the interior of the Property from the exterior.

23. The employees who sell or serve alcoholic beverages shall be required to complete a training program in alcoholic beverage compliance, crime prevention techniques, and handling of violence. For new employees of licensees such training known as Responsible Beverage Service (RBS) training offered by the State Department of Alcoholic Beverage Control must be completed within 30 days of the date of hire. Those already employed shall complete training within 30 days from the date the ABC license is issued.

24. The Applicant and all operators and agents including staff and security guardsshall each take all necessary steps to assure the orderly conduct of employees, patrons, and visitors when they are present on the Property.

25. The Applicant shall maintain all required permits and licenses in good standing.

26. At no time shall there be a minimum drink requirement.

27. The sale of alcoholic beverages for consumption off the Property is prohibited. Signs shall be posted at all exits of the Property, which prohibit alcohol beverages from leaving the confines of the Property.

28. Patrons shall not be allowed to bring into the location any alcoholic beverage to be consumed within the establishment.

29. There shall be no pay telephones installed within the enclosed portion of the Property equipped to receive incoming calls. There shall be no new pay phones of any kind installed on the exterior of the Property.

30. The maximum occupancy of the Property shall be prominently posted and monitored at all times.

Resolution No. 21-11

31. The front of the exterior of the Property, as well as all adjacent parking areas under control of the Applicant, shall be illuminated at all times while the Property is open for business.

This shall be done in such a fashion that persons standing outdoors at night are identifiable by law enforcement personnel while balancing the lighting so as not to unreasonably illuminate the window area of nearby businesses.

32. All crimes occurring inside or outside of the location shall be reported to the Sherriff Department at the time of the occurrence.

33. At any time when the Applicant is absent from the Property, a responsible party shall be designated who can facilitate any Sherriff inquiries.

34. In January of each year, the Applicant shall provide a list of no less than three employees who are available 24 hours a day to the Sheriff’s Department Records Bureau. The list of names will be used to facilitate a Sheriff’s response to the location in the event of an emergency or other problem that requires entry into the location during non-business hours.

35. A copy of the approved resolution shall be kept on the premises at all times and presented to any Sheriff, or Business License, or Planning Staff person.

36. The Applicant understands that any violation of these conditions shall be grounds for the suspension, modification or revocation of the Conditional Use Permit.

37. There shall be no exterior restaurant speakers and no live entertainment outside the restaurant (including the parking lot) unless a Temporary Use Permit (TUP) is first obtained from the City.

38. The business shall return for review before the Planning Commission on or about September 2022. The review shall include, but not be limited to, an evaluation of all operating characteristics following the implementation of these conditions. If additional impacts are identified during said review, the Operator shall be responsible for addressing such issues to the satisfaction of the Planning Commission, including the imposition of additional conditions. After said review, at the request of City Staff or the Planning Commission, the business shall return before the Planning Commission for review not more than one time per year.

Building Conditions

39. The second sheet of building plans is to list all conditions of approval and to include a copy of the Planning Commission Decision letter. This information shall be incorporated into the plans prior to the first submittal for plan check.

40. Fees shall be paid to the County of Los Angeles Sanitation District prior to issuance of the building permit.

41. Structural calculations prepared under the direction of an architect, civil engineer or structural engineer shall be provided.

Resolution No. 21-11

42. A geotechnical and soils investigation report is required, the duties of the soils engineer of record, as indicated on the first sheet of the approved plans, shall include the following:
a) Observation of cleared areas and benches prepared to receive fill; b) Observation of the removal of all unsuitable soils and other materials; c) The approval of soils to be used as fill material;
d) Inspection of compaction and placement of fill;
e) The testing of compacted fills; and
f) The inspection of review of drainage devices.

43. The owner shall retain the soils engineer preparing the Preliminary Soils and/or Geotechnical Investigation accepted by the City for observation of all grading, site preparation, and compaction testing. Observation and testing shall not be performed by another soils and/or geotechnical engineer unless the subsequent soils and/or geotechnical engineer submits and has accepted by the Public Works Department, a new Preliminary Soils and/or Geotechnical Investigation.

44. A grading and drainage plan shall be approved by Engineering Division prior to issuance of the building permit. The grading and drainage plan shall indicate how all storm drainage including contributory drainage from adjacent lots is carried to the public way or drainage structure approved to receive storm water.

45. Prior submitting grading plans to Engineering Department, LID review shall be completed and approved.

46. Approval is required from the Los Angeles County Health Department for restaurants.

47. The building permit will not be issued until the property has been surveyed and the boundaries marked by a land surveyor licensed by the State of California.

48. Foundation inspection will not be made until setback on all sides of the addition has been surveyed and the location of the footings has been determined to be in accordance with the approved plans by a land surveyor licensed by the State of California. THIS NOTE IS TO BE PLACED ON THE FOUNDATION PLAN IN A PROMINENT LOCATION.

49. Separate Electrical, Plumbing and Mechanical plan check is required.

50. Plumbing fixturesshall be provided as required by the Chapter 4 of the California Plumbing Code. Additional fixtures may be required if not in compliance.

51. Project shall comply with the CalGreen Non-Residential mandatory requirements.

52. All State of California disability access regulations for accessibility shall be complied with.

53. When parking serves more than one accessible entrance, parking spaces complying with Section 11B-502 shall be dispersed and located on the shortest accessible route to the accessible entrances per Section 11B-208.3.1.

Resolution No. 21-11

54. Angled parking spaces shall be arranged to comply with Section 11B-502.2 and 11B-502.3 where the access aisle shall extend full length of parking spaces they serve. Access aisle shall not overlap with the vehicular way.

55. Fire barrier per Section 707.3 constructed to separate A-2 occupancy from R-3 occupancy shall extend from the foundation to the underside of the highest point of existing roof sheathing of R-3 occupancy and be continuous through concealed space.

56. Fire barrier per Section 707.3 constructed to separate A-2 occupancy from R-3 occupancy shall not create inadvertent violations of building code requirements related to residential occupancy such as the natural lighting, ventilation, and emergency escape and rescue requirements.

57. An automatic sprinkler system shall be provided containing A-2 occupancies where the fire area has an occupant load of 100 or more per Section 903.2.1.2.

58. All fire sprinkler hangers must be designed, and their location approved by an engineer or an architect. Calculations must be provided indicating that the hangers are designed to carry the tributary weight of the water filled pipe plus a 250-pound point load. A plan indication this information must be stamped by the engineer or the architect and submitted for approval prior to issuance of the building permit.

59. Separate permit is required for Fire Sprinklers.

Engineering Conditions

60. The second sheet of building plans, grading plans and/or offsite improvement plans is to list all conditions of approval and to include a copy of the Planning Commission Decision letter.

This information shall be incorporated into the plans prior to the first submittal for plan check.

61. A grading and drainage plan shall be approved prior to issuance of the building permit. The grading and drainage plan shall indicate how all storm drainage including contributory drainage from adjacent lots is carried to the public way or drainage structure approved to receive storm water.

62. A striping plans shall be approved prior to issuance of the building permit.

63. LID review shall be completed prior submitting grading plans for plan review. Grading plans shall be submitted including the proof of approval of LID or exemption of LID.

64. Replace existing curb ramp at the corner of Rosemead Blvd & Klingerman Ave with new curb ramp in accordance with SPPWC Standard Plan 111-5 and as directed by the City Engineer or his/her designee.

65. No portion of the driveway and/or parkway drain shall encroach to the frontage of the adjacent property.

66. Reconstruct the driveway approach in accordance with SPPWC Standard Plan 110-2, and as directed by the City Engineer or his/her designee on Rosemead Blvd.

Resolution No. 21-11

67. Close existing driveway apron, and install necessary improvements (parkway, landscape, sidewalk, curb and gutter, any others as applicable) to match required adjacent sections, and as directed by the City Engineer or his/her designee for both Klingerman Ave & Rosemead Blvd.

68. Remove and replace broken and off grade sidewalk in accordance with SPPWC standard plan 113-2, and as directed by the City Engineer or his/her designee for both Klingerman Ave & Rosemead Blvd.

69. Protect and maintain existing street tree through the duration of the project. Existing street tree must be maintained in healthy condition through the duration of any planning and construction. Trees should be deemed healthy and in good condition upon the conclusion of any construction in order for the project to be accepted as completed by the Public Works Department.

70. Remove and replace broken and off grade curb and gutter in accordance with SPPWC Standard Plan 120-2, and as directed by the City Engineer or his/her designee for both Klingerman Ave & Rosemead Blvd.

71. Rehabilitate existing AC street pavement along the length of the property frontage to the centerline of the street as directed by the City Engineer or his/her designee: on Rosemead there are 2 lanes of concrete.

72. Underground all utility services to the property.

73. Project striping plans shall be reviewed and approved by the City Traffic Engineer, prior to the issuance of permits
SECTION 7: Any interested party may appeal this decision to the City Council pursuant to Section 17.74.050 of the South El Monte Municipal Code.

PASSED, APPROVED AND ADOPTED this 15th day of March 2022. _______________________________________
Chairman

Resolution No. 21-11

ATTEST:
________________________________
Secretary

STATE OF CALIFORNIA )

COUNTY OF LOS ANGELES ) SS

CITY OF SOUTH EL MONTE )
I, Angie Hernandez, Secretary to the Planning Commission of the City of South El Monte, do hereby certify that the foregoing Resolution, being Resolution No. 21-11 was duly passed and adopted by the Planning Commission of the City of South El Monte at a regular meeting of said Commission held on the 15th day of March 2022.

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________________
Secretary

Attachment B

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 1/9 South El Monte, California Municipal Code
Title 17 ZONING
Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M)

17.16.010 Intent and purpose.

17.16.020 Permitted uses.

17.16.030 Principal permitted uses.

17.16.035 Residential uses.

17.16.040 Conditional uses.

17.16.050 Secondary uses.

17.16.060 Prohibited uses.

17.16.070 Property development standards—Generally.

17.16.080 Minimum lot area.

17.16.090 Maximum building coverage.

17.16.100 Minimum lot width.

17.16.110 Minimum lot depth.

17.16.120 Maximum building height.

17.16.130 Minimum yard requirements.

17.16.140 Accessory buildings.

17.16.150 Off-street parking and loading.

17.16.160 Loading docks and truck maneuvering.

17.16.170 Vehicle maintenance and repair.

17.16.180 Landscaping.

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 2/9

17.16.190 Fences and walls.

17.16.200 Outdoor storage and operations.

17.16.205 Outdoor display of merchandise for sale.

17.16.210 Exterior lighting facilities.

17.16.220 Refuse enclosures.

17.16.010 Intent and purpose.

The purpose of the commercial manufacturing zone, C-M, is to provide areas within the city in which general commercial and limited manufacturing uses can be co-located. Development standards are imposed in order to control the type and intensity of uses and to ensure quality of design which will enhance the area in which the use is located and which will protect adjacent and neighboring properties. (Ord. 822 §1, 1989)

17.16.020 Permitted uses.

No building or structure shall be erected, reconstructed or structurally altered or enlarged, nor shall any building, structure or land be used for any purpose except as provided in this chapter. (Ord. 822 §1, 1989)

17.16.030 Principal permitted uses.

When conducted entirely within an enclosed building(s), except for businesses which, by their nature, require operations outside of a building, the following are primary uses permitted within the commercial manufacturing zone (C-M). Any permitted use which is located adjacent to, or directly across a public or private street from a residential zone district shall be subject to the development standards contained in Chapters 17.24 through 17.58 of these regulations:

A. Any use listed as a principal permitted use in the commercial zone (C) when not prohibited by Section 17.16.060;
B. Catering houses;
C. Wholesale and distribution businesses, providing that no trucks shall be based on the premises other than those owned, operated by, and servicing only the use on the site; D. Manufacturing, processing, packaging, treatment, fabrication or assembly when not specified as a conditional use in the M zone or prohibited by Section 17.16.060; E. Adult businesses pursuant to the provisions of Chapter 5.25 of the South El Monte Municipal Code. (Ord. 1012 §6, 1999; Ord. 963 §7, 1995; Ord. 822 §1, 1989)

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 3/9

17.16.035 Residential uses.

A. Each residential use and structure legally existing as of January 1, 1980, is a permitted use in the commercial-manufacturing zone.

B. Residential uses and structures as set forth in this chapter are defined herein as single-family residential dwellings, two-family dwellings, three-family dwellings, multiple-family dwellings, and mobile homes or trailers designed and used for residential occupancy located within a mobile home park legally established prior to January 1, 1980. Each such mobile home park legally established prior to January 1, 1980, shall comply with the provisions of Chapter 17.42.

C. The development standards set forth in Chapter 17.08 of this Code shall apply to each single-family residential dwelling permitted by this section.

D. The development standards set forth in Chapter 17.10 of this Code shall apply to each two-family dwelling and three-family dwelling permitted by this section.

E. The development standards set forth in the applicable sections of Chapter 17.12 pertaining to multiple-family dwellings shall apply to all multiple-family dwellings permitted by this section, except townhouses and condominiums.

F. The development standards set forth in Chapter 17.44 of this Code shall apply to each townhouse and condominium permitted by this section.

G. The development standards set forth in the applicable sections of Chapter 17.42 that are applicable to mobile home sites and structures shall apply to each mobile home and trailer permitted by this section. (Ord. 984 §5, 1996)

17.16.040 Conditional uses.

The following uses are permitted subject to obtaining a conditional use permit in accordance with Chapter 17.68 of these regulations:

A. Any use listed as a conditionally permitted use in the commercial zone (C) when not prohibited by Section 17.16.060;
B. Any use not specifically permitted or prohibited which is determined to be compatible with the permitted uses of the commercial manufacturing zone (C-M); C. Trade schools;
D. Massage establishments. (Ord. 1195 §12, 2015; Ord. 1087 §1, 2006; Ord. 963 §8, 1995; Ord. 918 §§3, 6, 1992; Ord. 822 §1, 1989)

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 4/9

17.16.050 Secondary uses.

The following uses are allowed when incidental to a permitted use:

A. Accessory buildings and uses customarily associated with any permitted use (see Chapters 17.24 through 17.58 for development standards);
B. Outdoor storage, as determined by the director of planning and community development or his or her representative, provided that the only materials and products or equipment stored are necessary to the operation of a use being conducted on the site. The height of the storage shall not exceed the height of any fence or wall required or permitted by these regulations, and storage shall not be permitted in any required front or side yard or in any area designated for required parking if such storage would eliminate necessary employee parking or force employees to park on the public street; C. Gateway signs, subject to the provisions of Section 17.62.130(A)(6). (Ord. 940 §3, 1993; Ord. 822 §1, 1989)

17.16.060 Prohibited uses.

The following are prohibited uses in the commercial manufacturing zone:

A. Residential uses and structures except as specifically permitted by Section 17.16.035; B. Hotels and motels;
C. Any uses listed as conditional uses in the manufacturing zone (M) unless specifically permitted by this chapter;
D. Churches and schools (both public and private);
E. The slaughter, dressing, butchering or similar operations involving animals, seafood, poultry, or fowl or the tanning or other treatment of hides, skins, or the like; F. Any use when such use is determined to be hazardous in nature, either by virtue of activity or product, or through the emission of noise, pollutants, or hazardous effluents; G. Uses prohibited on property located adjacent to or across a public or private street from a residential zone:

1. Ambulance services,

2. Any use which involves the mixing or handling of hazardous or toxic chemicals or products or requires the construction of any H-1 or H-2 structure,

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 5/9

3. Any use which involves heavy truck uses. Heavy truck uses meaning any use in which the movement of goods by truck on a regular basis is a major or principal part of the daily operation such as, but not limited to, distribution centers, moving and storage firms, steel distribution or any firm engaged primarily in transshipment of goods,

4. Machine shops employing such operations as deburring, the use of high speed drilling, sawing or cutting of metals; the use of any punch press over twenty tons capacity, and the use of brakes or other equipment capable of producing excessive noise or vibration,

5. Any use which involves the use of cyclones or other similar methods of moving materials which could create excessive or irritating noise,

6. Any use listed as a conditional use in the manufacturing zone (M) except that on-sale of alcoholic beverages in association with restaurants, cafés, cafeterias and similar establishments may be permitted with a conditional use permit;
H. Off-sale of alcoholic beverages other than beer and wine within five hundred linear feet of any church, school, or park;
I. Metal buildings as defined in Chapter 17.56 of these regulations. (Ord. 984 §6, 1996; Ord. 963 §9, 1995; Ord. 822 §1, 1989)

17.16.070 Property development standards—Generally.

The following standards shall apply to uses within the commercial manufacturing zone (C-M), provided that automobile service stations, drive through and walkup restaurants, and buildings constructed adjacent to or directly across a public or private street from a residentially zoned district shall be subject to development standards contained in Chapter 17.48, provided further, that any lot or parcel which is substandard in width, depth, or area and was legally recorded as a separate lot as of July 1, 1988, may be used for any use permitted by the commercial-manufacturing zone district regulations.

Notwithstanding the above, residential uses and structures permitted by Section 17.16.035 shall be subject to development standards contained therein. (Ord. 984 §7, 1996; Ord. 822 §1, 1989)

17.16.080 Minimum lot area.

Minimum lot area is seven thousand five hundred square feet. (Ord. 822 §1, 1989)

17.16.090 Maximum building coverage.

See Figure 17.14.080 for allowable building coverage. (Ord. 963 §10, 1995; Ord. 822 §1, 1989)

17.16.100 Minimum lot width.

Minimum lot width is fifty feet. (Ord. 822 §1, 1989)

17.16.110 Minimum lot depth.

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 6/9 There are no minimum lot depth regulations. (Ord. 822 §1, 1989)

17.16.120 Maximum building height.

No requirement except that any building constructed adjacent to a residentially zoned lot shall have a maximum allowable height of twenty-eight feet. (Ord. 822 §1, 1989)

17.16.130 Minimum yard requirements.

A. Front yard: five feet, measured from the front property line, which shall be landscaped.

B. Side yard: none required.

1. Interior or key lot: none required.

2. Corner or reversed corner lot: five feet measured from the property line, which shall be landscaped.

C. Rear yard: none required. (Ord. 822 §1, 1989)

17.16.140 Accessory buildings.

Accessory buildings and structures shall conform to the standards contained in Chapters 17.24 through

17.58 of these regulations. (Ord. 822 §1, 1989)

17.16.150 Off-street parking and loading.

A. Off-street parking and loading shall be provided in accordance with Chapter 17.60.

B. No parking, whether the provision of required parking spaces or other parking, shall be permitted on unpaved areas, including the storage of trucks or other similar types of equipment. (Ord. 822 §1, 1989)

17.16.160 Loading docks and truck maneuvering.

A. All loading docks and doors facing a public or private street shall be located in such a way that all truck maneuvering shall take place on site whenever possible.

B. All drive approaches shall be so designed as to preclude direct access to a loading door or loading dock from a public or private street whenever possible. (Ord. 822 §1, 1989)

17.16.170 Vehicle maintenance and repair.

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 7/9 Vehicle maintenance and repair must take place within a solid masonry structure enclosed on at least three sides with any openings, other than windows or fire exits, facing away from any public or private street. (Ord. 822 §1, 1989)

17.16.180 Landscaping.

A minimum of five percent of the total area devoted to parking shall be landscaped as well as other areas not designated for parking, structures, or pedestrian walkways. Landscaping shall consist of grass, groundcover, or other plant material and shall include an accepted automatic irrigation system (sprinklers, bubblers, or diffuser heads) or hose bibs not over fifty feet from any portion of a planted area and all landscaping shall be contained within six-inch concrete or eight-inch masonry curbing. Provision of landscaping within parking areas shall be in accordance with Chapter 17.60. (Ord. 822 §1, 1989)

17.16.190 Fences and walls.

A. A solid masonry wall eight feet in height shall be constructed and maintained along any side or rear property line which adjoins a residential zone, school, church or park, except that the wall shall not exceed forty-two inches in height when it adjoins the front setback of the adjacent residential property, except that the fence may be increased to a height of eight feet if the increase in height consists of wrought iron, chain link or other “see-through” material and the design is approved by the director of planning and community development. On property which is located in a block which is entirely zoned CM or M and developed in permitted manufacturing uses, fences or walls shall not exceed eight feet in height on sides front or rear, provided that any wall located in the front or on the side in the case of a corner or reversed corner lot shall be constructed to the rear of the required setback. If outdoor storage is conducted on the property, all fences must be sight obscuring.

B. Corner or Reversed Corner Lot. On property at any corner formed by intersecting streets it is prohibited to construct, install or maintain any fence, hedge or wall or any other obstruction to view higher forty inches above the reference point located at either:

1. The point of intersection with the prolongation of the curblines; or

2. The point of intersection of the prolongation of the edge of the paved roadway when curblines do not exist.

Within the triangular area between the curb or edge of the paved roadway lines and a diagonal line joining points on the curb or edge of paved roadway lines forty feet from the point of their intersection, or in the case of rounded corners, the triangular area included between the reference point and the curbline or edge of paved roadway line forty feet from the point of their intersection (see Figure 17.08.200).

C. When parking is so located that vehicles are facing a public or private street, a forty-two inch high decorative block wall shall be installed to the rear of the required setback. (Ord. 822 §1, 1989)

17.16.200 Outdoor storage and operations.

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 8/9 Except as permitted by Section 17.14.205, all business operations in the commercial-manufacturing zone must be conducted entirely within a completely enclosed building. However, automobile and light truck sales, automobile service stations, outdoor dining, and other businesses which, by their nature, require operations outside of a building may be conducted outside of a building. Also, certain ancillary operations, such as the immediate loading and unloading of merchandise and supplies, routine property and building maintenance and permitted advertising may be conducted out of doors. Non-spoilable trash and/or recyclable material may be temporarily stored in approved and permitted trash enclosure area(s) for not more than seven days. (Ord. 1057 §3, 2004; Ord. 822 §1, 1989)

17.16.205 Outdoor display of merchandise for sale.

Businesses selling merchandise at retail in the commercial-manufacturing zone may display sale or promotional items outdoors subject to the following regulations:

A. The merchandise must be displayed on the same lot as the principal location of the business.

B. The area occupied by the outside display of merchandise shall not exceed an area greater than the gross square footage of the principal building on the lot multiplied by a factor of 0.025. The maximum permissible area occupied by outdoor display of merchandise shall be five hundred square feet.

C. The displayed merchandise must be grouped into a single area and visible from the public street.

The displayed merchandise shall not block, or diminish the public view of, or physical access to, any other business or use.

D. The merchandise may not be displayed on, or over, any public right-of-way and may not be located within ten linear feet of any public right-of-way.

E. The displayed merchandise may not be located in, or encroach into, any required yard or setback, or unpaved area.

F. The displayed merchandise must not be located in, or encroach into, any designated driveway, required parking space, or designated fire lane.

G. The displayed merchandise may not block any doorway, designated private pedestrian walkway or access for the handicapped.

H. The merchandise may not be displayed on top of any portion of any building, hung from, or affixed to building walls, rafters or eaves. Nor may any merchandise be hung from, or affixed to, any fence or wall or inflatable device.

I. The outdoor display of merchandise shall be subject to all applicable health, safety and fire codes.

J. The outdoor display of merchandise for sale, is in and of itself, a form of advertising and no additional signage shall be permitted for the displayed merchandise except price signs measuring no larger than three inches by five inches may be affixed to the items displayed for sale.

3/10/22, 5:41 PM Chapter 17.16 COMMERCIAL MANUFACTURING ZONE (C-M) https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_16?view=all 9/9 K. The outdoor display of merchandise shall be subject to an outdoor display site plan review and approval by the planning commission and said approval shall be subject to conditions, if any, that may be imposed by the planning commission as needed to mitigate any potential negative effects created by the proposed outdoor display, and the planning commission shall deny the application if the planning commission finds that the outdoor display would be detrimental to persons or properties in the immediate vicinity of the subject property or to the city in general. The planning commission may revoke any approval for cause.

L. Application for an outdoor display site plan approval shall be made on application forms supplied by the city and pursuant to the instructions provided by the city. At the time of submittal, applicant shall pay an application fee in the same amount as the application fees established for development site plan review. (Ord. 1057 §4, 2004)

17.16.210 Exterior lighting facilities.

Exterior lighting fixtures shall be arranged in a manner that will not provide a direct glare or create hazardous interference with highways and neighboring properties. (Ord. 822 §1, 1989)

17.16.220 Refuse enclosures.

There shall be sufficient refuse enclosures provided to serve each development. Each enclosure shall have minimum interior dimensions of five feet by seven feet and shall be constructed of wood, masonry, block, or a combination of such materials and shall be designed to be compatible with the principal structure or structures on the site. The number, placement and design of such enclosures shall be determined during review of the proposed development. (Ord. 822 §1, 1989) Contact:

City Clerk: 626-579-6540, ext. 3280
Published by Quality Code Publishing, Seattle, WA. By using this site, you agree to the terms of use.

3/10/22, 5:42 PM Chapter 17.53 RETAIL SALE OF ALCOHOLIC BEVERAGES https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_53?view=all 1/4 South El Monte, California Municipal Code
Title 17 ZONING
Chapter 17.53 RETAIL SALE OF ALCOHOLIC BEVERAGES
Note

17.53.010 Purpose and applicability.

17.53.020 Conditional use permit—Required (on-sale and off-sale).

17.53.030 Off-sale permits—Restrictions.

17.53.040 On-sale permits—Distance requirements.

17.53.050 Operational and performance standards.

17.53.060 Conditional use permit—Expiration.

17.53.070 Modification or revocation.

17.53.080 Design standards.

Note
* Prior ordinance history: Ord. 1009.

17.53.010 Purpose and applicability.

The purpose of this chapter is to protect the public health, safety and welfare by providing reasonable, uniform operational and performance standards for establishments selling alcoholic beverages other than, or in addition to, the alcoholic beverages that are the subject of Chapters 17.51 and 17.52 of this title. For the purposes of this chapter, the beverages that are the subject of this chapter are referred to as “alcoholic beverages.”
A. The provisions of this chapter shall not apply to establishments lawfully existing on the effective date of these regulations provided the establishment retains the same type of ABC license within a license classification; continues to legally operate without substantial change in mode or character of operation; and does not expand the square footage of area used for sales or services.

B. Nothing in this chapter shall prohibit or limit the transfer of a valid, existing permit to a new owner at the same location. (Ord. 1084 §2, 2006)

3/10/22, 5:42 PM Chapter 17.53 RETAIL SALE OF ALCOHOLIC BEVERAGES https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_53?view=all 2/4

17.53.020 Conditional use permit—Required (on-sale and off-sale).

A conditional use permit shall be required for any establishments proposing to sell or serve alcoholic beverages for on-site consumption (“on-sale uses”) and for retail establishments proposing to sell alcoholic beverages for off-site consumption (“off-sale uses”). This requirement shall be in addition to any other entitlements required. The application for a conditional use permit shall be filed and processed according to the applicable provisions of Chapters 17.68 and 17.74 of this Code. (Ord. 1084 §2, 2006)

17.53.030 Off-sale permits—Restrictions.

A conditional use permit for off-sale alcoholic beverages shall not be issued if the proposed property is located in any area of undue concentration as defined in Section 23958.4 of the Business and Professions Code, unless it is determined by the planning commission that the public convenience and necessity as defined in Section 17.04.885 of this Code would be served by the issuance of the conditional use permit. (Ord. 1084 §2, 2006)

17.53.040 On-sale permits—Distance requirements.

No conditional use permit for on-sale alcoholic beverages shall be issued for adult businesses, full service bars, taverns, beverage lounges, nightclubs or any use where the sale or service of alcoholic beverages is the primary use, where the property upon which such use is proposed is located within five hundred feet of any establishment with an ABC license for on-sale of alcoholic beverages of any type, religious institution, school, park, or area zoned for residential uses. The distance specified in this section shall be measured in a straight line, without regard for intervening structures and the boundaries of the city, from the nearest property line of the property upon which the use is proposed to the nearest property line of the existing on-sale use, religious institution, school, park or property zoned for residential uses. (Ord. 1084 §2, 2006)

17.53.050 Operational and performance standards.

Establishments selling or serving alcoholic beverages shall be operated in a manner that does not interfere with the normal use and enjoyment of adjoining properties. In addition to any conditions imposed by the city, all conditional use permits for the sale or service of alcoholic beverages shall be subject to the following operational and performance standards:

A. Noise levels measured at the property line shall not exceed the levels prescribed by the city’s noise regulations as set forth in Chapter 8.20 of this Code.

B. The property shall be maintained in a safe and clean condition and the owner shall ensure that no trash or litter originating from the site is deposited on neighboring properties or the public right-of-way.

3/10/22, 5:42 PM Chapter 17.53 RETAIL SALE OF ALCOHOLIC BEVERAGES https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_53?view=all 3/4 C. Hours of operation, including deliveries to the site, shall be compatible with the needs and character of the surrounding neighborhood. For the purpose of this chapter, the usual hours of operation shall be as permitted by the establishment’s ABC license unless the city imposes shorter hours of operation as a condition to the permit to protect the public health, safety and welfare.

D. The owner and operator shall each take all necessary steps to ensure the orderly conduct of employees, patrons and visitors when they are present on the property.

E. There shall be no loitering on the property. Signs shall be posted on the exterior wall of the premises and in the parking lot stating that loitering and consumption of alcohol are each prohibited.

F. Video or other coin-operated games may only be permitted subject to the provisions of Section

7.90.430 of the county business license ordinance.

G. There shall be no outside vending machines other than newspaper racks or public telephones.

H. There shall be no adult merchandise as that term is defined in Section 5.25.020 of this Code visible anywhere on the property and no such merchandise shall be sold to minors.

I. The permittee shall maintain all required permits and licenses in good standing.

J. There shall be no sale or service of any alcoholic beverages in the event there is any lapse or breach in the good standing of any one of the permits or licenses issued for such use, or noncompliance with any conditions imposed thereon. (Ord. 1084 §2, 2006)

17.53.060 Conditional use permit—Expiration.

The regulations set forth in Section 17.68.100 of this title regarding expiration apply to any conditional use permit for alcoholic beverages.

A. Notwithstanding Section 17.68.100, a permittee may request an extension of any time limit provided in Section 17.68.100 by filing a written request with the city’s community development department before the conditional use permit expires.

B. A request for an extension of time shall state the reasons why an extension is needed. The planning commission will consider the request at a duly noticed public hearing. Based upon the evidence presented at the public hearing, the planning commission may deny, approve, or conditionally approve the extension for up to one hundred eighty days. (Ord. 1084 §2, 2006)

17.53.070 Modification or revocation.

A conditional use permit granted pursuant to Section 17.53.020 of this chapter shall be subject to modification and/or revocation. If, in the opinion of the director of community development, the establishment is operated in a manner as to interfere with the normal use and enjoyment of the surrounding properties, the body taking final action on the permit may modify and/or revoke the conditional use permit pursuant to the provisions in the manner provided by Section 17.68.070 of this title. (Ord. 1084 §2, 2006)

3/10/22, 5:42 PM Chapter 17.53 RETAIL SALE OF ALCOHOLIC BEVERAGES https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_53?view=all 4/4

17.53.080 Design standards.

The design and appearance of any establishment, if newly constructed or remodeled on the exterior, shall conform to the city architectural design guidelines and all other applicable development standards.

When completed, the establishment shall be compatible with surrounding land uses and zone districts and shall enhance the appearance of the neighborhood in which it is located and the city in general. (Ord. 1084 §2, 2006)
Contact:

City Clerk: 626-579-6540, ext. 3280
Published by Quality Code Publishing, Seattle, WA. By using this site, you agree to the terms of use.

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 1/10 South El Monte, California Municipal Code
Title 17 ZONING
Chapter 17.60 OFF-STREET PARKING AND LOADING

17.60.010 General provisions.

17.60.020 Parking requirements.

17.60.030 Development standards.

17.60.040 Remote parking.

17.60.050 Loading facilities and truck maneuvering.

17.60.060 Parking and loading facilities—Nonconforming.

17.60.070 Maintenance of parking.

17.60.010 General provisions.

A. Off-street vehicle parking spaces shall be provided at the time of the use of the land, or at the time of the erection of the building or use of the land or building or structure is altered, enlarged converted or increased in capacity by the addition of uses, floor area, dwelling units guest rooms, beds or seats; provided, however, that additional parking spaces shall not be required at the time of the erection of an addition to a single-family residence if the director of community development shall find all of the following:

1. The proposed addition is otherwise in conformity with the provisions of the zoning regulations;

2. The provision of additional off-street parking of the lot is impossible or impractical because of the size or configuration of the lot and improvement; and

3. The public safety and welfare will not be unreasonably jeopardized by waiving the requirements of additional off-street parking.

B. All off-street parking spaces and areas required by these regulations, or otherwise provided, shall comply with all of the conditions, improvements and landscaping requirements set forth in these regulations, and shall be maintained as much as such thereafter in a reasonable and acceptable manner or condition.

C. All vehicle parking spaces and areas required or otherwise provided shall comply with the following conditions:

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 2/10

1. The number of spaces shall be determined by the amount of use of land, dwelling units, floor area guest rooms, beds, or seats provided, and such parking spaces and areas shall be maintained thereafter without reduction in the number of spaces required in connection with such buildings, structures and uses of land.

2. Each parking space shall be developed in accordance with standards established by written resolutions of the planning commission and Section 17.60.030.

3. Adequate driveways and aisles shall be provided as set forth in these regulations and in any standards adopted by the planning commission.

4. All vehicle parking spaces shall be on the same lot with the land use, building or structure except as otherwise provided in Section 17.60.040.

5. Any carport or private garage which fronts upon a private street shall be located so as to provide for a minimum automobile ingress or egress of not less than twenty feet between the property line and the entrance to the garage or carport.

6. No vehicle parking spaces shall occupy or be designed in a required front yard, or in a side yard on a side street, except as specifically provided in these regulations or in the zone district regulations for the zone in which the property is located.

7. No parking spaces or areas shall be so designed as to require vehicles to back into a street except for single-family or duplex buildings.

8. No more than twenty feet of the width of the front yard in residential zones may be used or improved by paving or otherwise vehicle access. This area may be increased to a maximum of thirty feet if three covered spaces are provided in a single structure.

D. In all zones, parking plans for off-street parking facilities shall be submitted for approval to the planning division prior to the issuance of building permits or certificates of occupancy. All plans shall clearly indicate the proposed development, including parking location, size, design, lighting, landscaping, curb cuts, ingress and egress.

E. Parking shall be based upon gross floor area, except for office buildings in excess of one story, the parking ratio shall be based on net floor area, which is gross floor area minus elevator shafts, stairwells, open courtyards and balconies. Fractional spaces may be rounded to the nearest whole parking space.

F. Whenever a nonresidential structure is enlarged or increased in capacity, or when a change in use creates an increase in the amount of off-street parking or loading area required, additional spaces shall be provided. Furthermore, for all existing uses or structures, including residential, hereafter expanded by fifty percent or more of the existing gross floor area, the required off-street parking for the entire property or development shall conform to the most current parking standards.

G. All required parking spaces shall be used exclusively for operable, currently licensed motor vehicles of tenants, occupants, or visitors of the property.

H. No parking area shall be counted as both a required parking stall and a loading space.

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 3/10 I. Requirements for uses not specifically listed herein shall be determined by the community development director, based upon the requirements for comparable uses and upon particular characteristics of the use. Additional parking over and above that required herein may be required upon determination of the planning commission that the specific type of business or user generates a greater demand for more parking than the requirement herein.

J. No tandem parking shall be allowed within private residential areas anywhere in the city, it would adversely impact the aesthetic appeal and character of the city.

Figure 17.60.010-A Standards Spaces

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 4/10 Figure 17.60.010-B Handicapped Spaces

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 5/10 (Ord. 1120 §2, 2008; Ord. 822 §1, 1989)

17.60.020 Parking requirements.

Required vehicle parking shall be provided in accordance with the following schedule. Except that in cases of development for which no specific parking requirements have been established, the planning commission shall establish and approve parking requirements.

Land Use Required Parking
Residential:

Single-family dwelling 2 standard spaces within a garage.

Duplex (two-family) or triplex (threefamily) dwelling2 standard spaces per dwelling unit within a garage.

Multiple dwelling 2 standard spaces per dwelling unit with a garage, plus 1 guest parking for every 4 units.

Mobile home park 2 standard spaces for each mobile home site or space. The parking may be tandem. 1 additional space per each 5 mobile home sites or spaces shall be provided for guests.

Senior housing and very low/low income 0.5 spaces per unit.

Commercial:

General retail or services 1 space for each 300 square feet of gross floor area. Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

General professional offices 1 space for each 300 square feet of gross floor area. Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 6/10 Land Use Required Parking
Restaurants, cafés and similar
establishments dispensing food and
beverages (including drive-ins, drivethrough and take out establishments with designated seating areas)
1 space for each 4 fixed seats or for each 4 persons of occupant load in the dining area. There shall also be provided additional 10% of the required parking with parking to be designated for use by employees. Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Drive-in, drive-through and take out
business with no designated interior or
exterior seating areas (including
automobile service stations)
1 space for each 250 feet of gross floor area provided, a minimum of 5 spaces shall be provided. Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Hotels, motels, boardinghouses, clubs,
and lodges
1 space for each guest room, suite or dwelling unit, and 2 spaces for any dwelling unit used by a residential manager. Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Assemblies such as theaters,
auditoriums, arenas, stadiums and
similar places of assembly including
churches and private schools
1 space for each 3 permanent seats, or if movable or temporary seats are used, 1 space for each 3 persons of occupant load.

Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Industrial:

General manufacturing 1 space for each 750 square feet of gross floor area up to 10,000 square feet and 1 for each 750 square feet of gross floor area over 10,000 square feet plus 1 loading area for each 5,000 square feet of gross floor area.

Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Research and scientific manufacturing 1 space per 750 square feet of gross floor area plus 1 space for each vehicle owned or leased by any occupant and operated from the site.

Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Warehousing 1 space per 1,000 square feet of gross floor area plus 1 space for each vehicle owned or leased by any occupant and operated from the site.

Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Office 1 space for each 300 square feet of gross floor area.

Handicapped parking spaces shall be provided in accordance with Title 24 of the California Building Code.

Self-storage Parking shall be provided along 30-foot wide parking/driving lanes adjacent to the storage buildings and a minimum of 10 spaces adjacent to the leasing office.

Vehicle-related use:

Auto repair 1 space per 300 square feet of gross floor area.

Auto sales/leasing 1 space per 750 square feet of lot size plus one space per 2,500 square feet of outdoor display and storage area.

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 7/10 Land Use Required Parking
RVs and related 1 space per 750 square feet of gross floor area plus one space per 2,500 square feet of outdoor display and storage area.
(Ord. 1120 §3, 2008; Ord. 822 §1, 1989)

17.60.030 Development standards.

A. Paving. All parking spaces, maneuvering, turnaround areas, and any driveways shall be paved with asphalt or concrete to city standards.

B. Marking of Parking Spaces. All parking spaces, except those within private garages or carport, shall be marked with distinguishable materials. Handicapped spaces shall be clearly identified to preclude their use by unauthorized vehicles.

C. Bumper Guards or Wheel Stops. Bumper guards or wheel stops shall be provided as necessary to protect any buildings, structures, landscaping or other vehicles.

D. Illumination. All parking areas must be illuminated; lights shall be arranged so that there is no direct reflection of light toward any adjoining premises, public street, private street or alley.

E. Parking Area. Any parking area, other than that used for single-family or two-family dwellings (duplex), shall be separated from any adjoining residential zone, church, school, or park by a masonry wall six feet in height, except within a required front setback or front yard on the site of adjoining property, in which case the solid wall shall not exceed forty-two inches in height, but may be increased to a total height of six feet if wrought iron, chain link, or other “see through” materials are used and the design is approved by the director of community development.

F. Driveways and Aisles. The minimum driveway and aisle widths necessary for adequate ingress and egress shall be provided and maintained free and clear of all obstruction as follows:

1. Minimum one-way driveway widths:
a. Single-family or duplex dwellings, ten feet,
b. Multiple dwellings, twelve feet,
c. All other uses, ten feet;

2. Driveways affording ingress and egress to a parking area with twenty or more spaces shall be designed for one-way circulation or a double driveway system;

3. Aisle widths for parking areas shall be in accordance with parking standards adopted by the planning commission.

G. Landscaping. All parking areas required, or otherwise provided, except for residential zones, shall be landscaped as follows:

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 8/10

1. A minimum planter strip, as required by regulations of the zone district in which site is located, shall be provided on peripheral sides bounded by a public or private street, except for those areas devoted to crosswalks and traversing driveways.

2. A minimum of five percent of the total parking area must be landscaped; provided, however, that any such planting beds shall have a minimum width of three feet and a minimum area of twenty square feet. These beds shall be drawn to scale and indicated on the plot plan.

3. Any unused space resulting from the design of parking may be used for planting purposes; provided, however, that any such planting beds shall have a minimum width of three feet and a minimum area of twenty square feet. These beds shall be drawn to scale and indicated on the plot plan.

4. In complying with the five percent landscaping requirements, the landscaping shall be distributed throughout the parking area as evenly as possible. When parking areas are not visible from the public right-of-way, the director of community development shall have the option of incorporating the required parking area landscaping into other areas of the site including, but not limited to, the landscape front setback.

5. Planter curbing shall be used for landscaping containment. The height of such curbing shall be not less than six inches of concrete or eight inches in masonry.

6. All landscaping areas shall contain an accepted irrigation system (sprinklers, bubblers, or diffuser heads) or hose bibs located within fifty feet of all parts of a planted area, and the system shall be shown on the plot plan or on a separate drawing. (Ord. 1120 §4, 2008; Ord. 822 §1, 1989)

17.60.040 Remote parking.

Remote parking (parking located on a site other than that on which the use is located) may be utilized for multiple dwellings and commercial and industrial facilities under the following conditions:

A. That the lot or parcel to be utilized for remote parking adjoins the lot or parcel it is to serve; or B. That the lot or parcel to be utilized for remote parking is separated only by an alley from the lot or parcel it is to serve; and in both cases;
C. The lot or parcel utilized for remote parking is in the same ownership as the parcel being served or is held in a long-term (twenty-year) recorded lease providing that the owners or lessees and their heirs, assigns or successors in the interest shall maintain the parking facilities so long as the building or use they are intended to serve be maintained. The covenant shall be prepared for the benefit of and in a form acceptable to the city, shall be recorded with the county recorder of Los Angeles County, and shall provided that the covenant may not be revoked, cancelled or modified without the written consent of the city;
D. That the lot or parcel is located not more than one hundred fifty feet from the lot or parcel to be served, the requirement for a covenant running with the land as shown in subsection C of this section shall apply. (Ord. 1120 §5, 2008; Ord. 822 §1, 1989)

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 9/10

17.60.050 Loading facilities and truck maneuvering.

A. All loading docks or loading doors facing upon a public or private street shall be located in such a manner that all truck maneuvering shall take place on the site whenever possible.

B. All drive approaches shall be designed so as to preclude direct access to a loading dock or loading door from the street whenever possible.

C. All areas used for parking, maneuvering, or vehicle storage shall be paved with asphalt or concrete to city standards.

D. For every commercial or industrial building erected or established on a lot which abuts an alley, there shall be provided and maintained a twenty-five-foot by ten-foot by fourteen-foot high loading space for each two thousand square feet of gross floor area. Each loading space shall be clearly marked and identified and shall be kept clear and unobstructed at all times. (Ord. 822 §1, 1989)

17.60.060 Parking and loading facilities—Nonconforming.

Any use of property which, on the effective date of this section is nonconforming only as to the regulations in this chapter regulating off-street parking and loading facilities may be continued as if the off-street parking and loading facilities were conforming, provided that:

A. There shall be no further reduction of off-street parking and loading facilities that do not exist on the property as of the effective date of this section; and
B. The property complies with any applicable regulations requiring handicapped parking. (Ord. 937 §1, 1993)

17.60.070 Maintenance of parking.

A. Any parking spaces or loading zones that were required when the building was originally constructed or subsequently expanded shall be continually maintained.

B. All parking areas shall be permanently maintained in a safe and clean condition free of physical obstructions and in good condition. All areas, including landscaping, shall be kept free of trash and weeds. Landscaped planters shall be permanently maintained with healthy nursery stock. Any alteration, enlargement, maintenance or repairs shall be subject to the provisions of this chapter.

C. Any restriping or other changes made to a parking lot shall be reviewed and approved by the planning division prior to such work being commenced. (Ord. 1120 §6, 2008)

3/10/22, 5:42 PM Chapter 17.60 OFF-STREET PARKING AND LOADING https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_60?view=all 10/10 Contact:

City Clerk: 626-579-6540, ext. 3280
Published by Quality Code Publishing, Seattle, WA. By using this site, you agree to the terms of use.

3/10/22, 5:43 PM Chapter 17.68 CONDITIONAL USE PERMITS
https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_68?view=all 1/3 South El Monte, California Municipal Code
Title 17 ZONING
Chapter 17.68 CONDITIONAL USE PERMITS

17.68.010 Purpose.

17.68.020 Application and fee.

17.68.030 Public hearing.

17.68.040 Required findings.

17.68.045 Consistency with hazardous waste management plan.

17.68.050 Commission actions.

17.68.060 Conditions of approval.

17.68.070 Violation of conditions.

17.68.080 Notice of decision.

17.68.090 Effective date and appeal.

17.68.100 Expiration and extensions.

17.68.010 Purpose.

A. The purpose of the conditional use permit is to afford the commission the opportunity to review proposed uses, structures, or facilities which could have an adverse effect upon the surrounding area and to place such reasonable conditions upon these uses and developments as to make them more compatible with their surroundings. These conditions may supercede the development standards required elsewhere, but will not permit uses not otherwise permitted.

B. A conditional use permit shall be required for any use within a zone district which is designated as a conditional use by the district regulations or for such other uses which, by their scope, scale, or nature, would not specifically be permitted uses within any designated zone district, but which would be recognized as uses that would be beneficial to the community as a whole. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.020 Application and fee.

3/10/22, 5:43 PM Chapter 17.68 CONDITIONAL USE PERMITS
https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_68?view=all 2/3 When it is determined that a conditional use permit is required, application shall be made upon forms prescribed by the commission and shall be accompanied by such exhibits, maps or documents deemed necessary to provide the commission with complete information regarding the request. At the time the application is submitted, a fee, established by written resolution of the city council, shall be paid. No part of the required fee shall be refundable unless the application is withdrawn prior to the publication of the notice of public hearing. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.030 Public hearing.

Upon receipt of the required application and fee, the commission shall set a hearing date which shall be advertised as provided in Chapter 17.74 of these regulations. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.040 Required findings.

The commission shall find that the proposed use shall not be detrimental to persons or properties in the immediate vicinity nor to the city in general. If it fails to make these findings, the request shall be denied. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.045 Consistency with hazardous waste management plan.

Any decision on a proposed zoning amendment shall be consistent with the portions of the county of Los Angeles hazardous waste management plan as approved November 30, 1989, relating to siting of and siting criteria for hazardous waste facilities. (Ord. 963 §39, 1995; Ord. 888-U §2, 1990; Ord. 887 §2, 1990)

17.68.050 Commission actions.

The commission may grant, conditionally grant, or deny a conditional use permit based on the required findings, on evidence presented by the staff report, the public hearing, or upon its own study and knowledge of the situation. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.060 Conditions of approval.

The commission may attach such reasonable conditions of approval as it deems are necessary to ensure that the proposed use will be compatible with the surrounding area and with the goals of the city.

Such conditions may include, but are not limited to, setbacks, building height, parking, landscaping, and architecture. All conditions shall be binding upon the applicants, their successors and assigns and shall run with the land; shall limit and control the issuance and validity of certificate of occupancy, and shall restrict and limit the construction, location, use and maintenance of all land and structures within the parcel, lot or development. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.070 Violation of conditions.

3/10/22, 5:43 PM Chapter 17.68 CONDITIONAL USE PERMITS
https://library.qcode.us/lib/south_el_monte_ca/pub/municipal_code/item/title_17-chapter_17_68?view=all 3/3 Should any violation of conditions of approval occur, the planning commission may after appropriate public notice, reopen the public hearing on the conditional use permit and may impose additional conditions to rectify any violations or may, if such is shown to be warranted, revoke the conditional use permit for cause. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.080 Notice of decision.

Not later than ten days following the commission’s decision to grant or deny the conditional use permit, the applicant shall be notified in writing of the commission’s decision. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.090 Effective date and appeal.

If approved, the conditional use permit shall become effective within fourteen days following the commission’s approval. The applicant or any other person aggrieved by the commission’s decision may appeal to the city council in accordance with Chapter 17.74 of these regulations. (Ord. 963 §39, 1995; Ord. 822 §1, 1989)

17.68.100 Expiration and extensions.

A. Unless otherwise specified, the conditional use permit, if not utilized within twenty-four months from the effective date, shall be deemed null and void. The abandonment or nonuse of a conditional use permit for three consecutive months or for six months during any calendar year, shall terminate the conditional use permit.

B. If the conditional use permit is not utilized within the twenty-four-month timeframe, the applicant may apply for an extension before the expiration of the permit on a form approved by the community development director. (Ord. 1237 §6, 2019; Ord. 963 §39, 1995; Ord. 822 §1, 1989) Contact:

City Clerk: 626-579-6540, ext. 3280
Published by Quality Code Publishing, Seattle, WA. By using this site, you agree to the terms of use.

Attachment C

Attachment D

TITLE
SHEET
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL

VICINITY MAP

SHEET INDEX
CONTACT INFO:

PARCEL MAP

SCOPE OF WORK

EG & ASSOCIATES
Design Consultants
8531 Florenc e Av e Suite 100
D o w n e y C A 9 0 2 4 0
P h . ( 5 6 2 ) 9 0 4 - 0 4 9 9

PARCEL DATA

ACOUS ACOUSTIC

ADD ADDITION
A.F.F. ABOVE FINISH FLOOR
& AND

APPROX APPROXIMATEY
@ AT

BLDG BUILDING

BM BEAM

BD BOARD

BOT BOTTOM

CAB CABINET

CLG CEILING
C.J. CEILING JOIST

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CSMT CASMENT
C.T. CERAMIC TILE

DBL DOUBLE
D.F. DRINKIN FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DET DETAIL

DN DOWN

DR DOOR

DRWR DRAWER
D.S. DOWNSPOUT

EA EACH
E.J. EXPANSION JOINT

ELEC ELECTRICAL

EL ELEVATION

EQ EQUAL

EXIST EXISTING

EXT EXTERIOR
F.F. FINISH FLOOR
F.O.C. FACE OF CONCRETE
F.O.S. FACE OF STUD

FIN FINSH
F.P. FINISH GRADE
F.J. FLOOR JOIST

FLR / FL FLOOR

GA GAUGE

GALV GALVANIZED

GL GLASS,GLAZING
H.C. HOLLOW CORE

HORIZ HORIZONTAL

HRDWR HARDWARE

INT INTERIOR

INCAND INCANDESCENT

LAV LAVATORY

LT LIGHT

MAX MAXIMUM

MIN MINIMUM

MECH MECHANICAL

MTL METAL

MIN MISCELLANCEOUS

MTD MOUNTED
M.O. MASONRY

OPENING
N.I.C. NOT IN CONTRACT
NO.,# NUMBER
O.C. ON CENTER

OPNG OPENING
O.D. OUTSIDE

DIAMETER
O.H. OVER HANG

PL PLATE LINE

PLWD PLYWOOD

PNTD PAINTED
P.T. PRESSURE

TREATED

REF REFERENCE

REINF REINFORCED

REQD REQUIRED

REV REVISION

RM,RMS ROOM,ROOMS
R.R. ROOF RAFTER

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR
S.C. SOLID CORE

SQ SQUARE
S.S. STAINLESS STEEL

STD STANDING

STL STEEL

STR STRUCTURAL
S.V. SHEET VINYL
T.O.C. TOP OF CURB
T.O.P. TOP OF PARAPET
T.O.W. TOP OF WALL
T.O.G. TOP OF GRADE

TEL TELEPHONE

TYP TYPICAL

VERT VERTICAL

W/ WITH
W.I. WROUGHT IRON

WD WINDOW
W.P. WATER PROOF
W.R. WATER

RESISTANT

ABBREVIATIONS

CODE COMPLIANCE
DESIGNER:

OWNER :

ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES:
2021 LOCAL CITY OF SOUTH EL MONTE MUNICIPAL CODE INCLUDING AMENDMENTS BUILDING CODE: 2021 CALIFORNIA BUILDING CODE
PLUMBING CODE: 2021 CALIFORNIA PLUMBING CODE
MECHANICAL CODE: 2021 CALIFORNIA MECHANICAL CODE
ELECTRICAL CODE: 2021 CALIFORNIA ELECTRICAL CODE
ACCESSIBILITY CODE: 2021 CALIFORNIA ACCESSIBILITY CODE
ENERGY CODE: 2021 CALIFORNIA ENERGY EFFICIENCY STANDARDS FIRE CODE: 2021 CALIFORNIA FIRE CODE
GREEN BLDG. CODE 2021 CALIFORNIA GREEN BUILDING

BUILDING CODE COMPLIANCE ANALYSIS N E W T E N A N T I M P R O V E M E N T

L U I S R O M A N
EXISTING 2,638 SQ.FT. RESTAURANT SPACE
R e s t a u r a n t
PROJECT NOTES:

1. THESE PROJECT NOTES ARE BINDING UPON ALL CONTRACTORS AND SUB-CONTRACTORS. THESE NOTES AS WELL AS THE INFORMATION SHOWN IN THESE DRAWINGS ARE PART OF A BINDING CONTRACT. NO TIME EXTENSIONS WILL BE

APPROVED FOR FAILURE TO CARRY OUT THE DUTIES STIPULATED IN THESE DRAWING

2. NO CHANGE ORDERS WILL BE GRANTED FOR DISCREPANCIES IN THE DRAWINGS. ALL DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE CLIENT / OWNER / CONSULTANT/ DESIGNER EG & ASSOCIATES Design Consultants DURING BIDDING.

3. ANY ADDITIONAL WORK BEYOND WHAT IS SHOWN IN THESE DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO THE START OF WORK. IF PRIOR APPROVAL IS NOT SECURED, THE OF THAT WORK WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

4. THE G.C. AND THE SUB CONTRACTORS SHALL BE QUALIFIED, EXPERIENCE AND LICENSED CONTRACTORS SKILLED IN THE DUTIES THAT THEY ARE TO PERFORM ON THIS PROJECT . GENERAL CONTRACTOR MUST BE LICENSED AND

QUALIFIED WITH THE APPROPRIATE JURISDICTION AT THE PROJECT LOCATION TO OBTAIN PERMITS AND INITIATE / COMPLETE CONSTRUCTION. THEY MUST BE FAMILIAR WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS THAT MAY IN ANY MANNER, AFFECT THE WORK.

5. BEFORE SUBMITTING THE BID, THE BIDDERS MUST OBTAIN FROM CLIENT / OWNER. a. ALL COMPLETED AND APPROVED AND STAMP PLANS AND DRAWING FROM LOCAL CITY,JUSRIDICTION OR COUNTY.
b. ALL CITY, COUNTY, MUNICIPAL CODES AND ORDINANCES. c. OWNER / LANDLORD / TENANT WORK RULES (IF ANY AS WELL AS CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO: · SPECIFICATIONS
· PLANS AND DRAWINGS

AND ALL OTHER CONDITIONS AND REQUIREMENTS THAT MAY, IN MANNER, AFFECT THE WORK UNDER CONTRACT. THEREFORE THEY MUST VISIT THE SITE OF THE PROPOSED PROJECT AND FAMILIARIZE

THEMSELVES WITH ALL LOCAL CONDITIONS, FIRE-RATINGS REQUIREMENTS, AND THE NATURE OF THE PROJECT. THE PRICING SHALL BE BASED ON THESE SPECIFICATIONS AND MATERIALS SHOWN ON THE DRAWINGS. SUBMISSION OF THE BIDS SHALL BE CONSIDERED AS THE EVIDENCE THAT THE BIDDER HAS BECOME FAMILIARIZE TO ALL FACETS OF THE SPECIFIED PROJECT. THE CONTRACTOR SHALL USE APPLICABLE SECTIONS OF THE NOTES.

ANY EXCEPTIONS, OMISSIONS, DISCREPANCIES AND DOUBTS REGARDING PLANS, DRAWINGS AND

SPECIFICATIONS (IF ANY) SHALL BE COMMUNICATED PROMPTLY, IN WRITING , TO THE OWNER/ CLIENT FOR THEIR TIMELY AND RESPONSE BACK, NO LATER THAN 24 HOUR PERIOD PRIOR TO BID DUE DATE (IF ANY). NO

ORAL COMMUNICATION REGARDING THE EXCEPTIONS, CHANGES OR CLARIFICATIONS, IF MADE DUE TO THE ACCEPTANCE OR EXCEPTIONS BEFORE THE BID DUE DATE SHALL BE CONSIDERED BINDING.

THE AWARDED BIDDER AND / OR ALL THEIR SUB-CONTRACTORS WILL BE REFERENCED COLLECTIVELY AS "THE CONTRACTOR"
FROM THIS POINT ONWARDS.

6. ALL (EXISTING OR NEW) STRUCTURAL AND BUILDING FIRE PROTECTION SHALL BE PROTECTED. GENERAL CONTRACTOR TO REPORT ANY DAMAGED CONSTRUCTION TO CLIENT / OWNER / LANDLORD/ PRIOR TO STARTING WORK. ALL STRUCTURAL ITEMS NOT SHOWN ARE TO REMAIN.

7. WHERE NEW CONSTRUCTION IS TO BE SUSPENDED FROM THE EXISTING STRUCTURE, CONTRACTOR SHALL FIRST VERIFY EXISTING STRUCTURE HAS THE CAPACITY TO SUPPORT SUCH NEW ASSEMBLIES. REPORT INADEQUATE STRUCTURE TO OWNER, DESIGNER, AND ENGINEER PRIOR TO INSTALLING SUSPENDED WORK.

8. ALL SPRINKLER WORK MODIFICATION SHALL BE COORDINATED WITH ALL OTHER TRADES ON SITE. CONTRACTOR IS

RESPONSIBLE FOR ALL SPRINKLER WORK ENGINEERING AND HYDRAULIC CALCULATIONS FOR ALL UPGRADES AND MODIFICATIONS, INCLUDING ALL RISERS AND HEADS. ALL SPRINKLER WORK SHALL ACCOMMODATE CLIENTS / OWNERS

IMPROVEMENTS / NEW PER APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATION

9. PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A FENCE AND CANOPY CONSTRUCTED IN ACCORDANCE WITH THE BUILDING CODE. PEDESTRIAN PROTECTION SHALL NOT BE ERECTED UNTIL A PERMIT HAS FIRST BEEN OBTAINED BY THE PUBLIC WORKS DEPARTMENT. PEDESTRIAN PROTECTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

BUILDING CODE, SCAFFOLDING SHALL NOT BE INCORPORATED INTO THE PEDESTRIAN PROTECTION UNLESS IT COMPLIES WITH ALL CLEAR HEIGHT AND WIDTH REQUIREMENTS OF CALIFORNIA TITLE 24 DISABLED ACCESS REQUIREMENTS, AND THE AMERICANS WITH DISABILITIES ACT (ADA). CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REMOVAL AND REPLACEMENT OF NON-COMPLYING PEDESTRIAN PROTECTION.

MEP:

STRUCTURAL:

CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION:

SECTION 309.1 GENERAL GROUP A2 RESTAURANT
CHAPTER 5
ALLOWABLE AREA FOR A2
TYPE CONSTRUCTION : VA
TABLE 504.3 : 50' (NS) HEIGHT
TABLE 504.4: 2-STORY
TABLE 506.2: 11,500
TOTAL AREA =4,553 SQ.FT. <11,500 S.F
CHAPTER 6
SECTION 601
TABLE 601 - TYPE VA FIRE RESISTANCE 1-HOUR
TABLE 602 - FIRE RESISTANCE RATING REQ. X<5b OCC. AII = 1-HOUR CONSTRUCTION CLASSIFICATION: TYPE: VA
CHAPTER 9 FIRE PROTECTION SYSTEMS:

SECTION 903.2.1.2 AUTOMATIC SPRINKLER SYSTEMS
EXEMPT: < 5,000 SQ.FT.

SPRINKLER SYSTEM: YES____ NO__X__
SECTION 906 PORTABLE FIRE EXTINGUISHERS.
906.1 PROVIDE AND INSTALL FIRE EXTINGUISHERS PER CALIFORNIA FIRE CODE. REFER TO

CITY OF SOUTH EL MONTE FIRE CODE OR FIRE SPRINKLER PLANS SPECIFICATIONS IF AVAILABLE OR APPLICABLE.

CHAPTER 10 MEANS OF EGRESS:

SECTION 1004 - OCCUPANCY LOAD:

TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT · KITCHENS,COMMERCIAL FACTOR: 200 GROSS
· ACCESSORY STORAGE AREAS FACTOR: 300 GROSS
· ASSEMBLY: UN-CONCENTRATED
(TABLES & CHAIRS) FACTOR: 15 NET
(CHAIRS ONLY-NOT FIXED) FACTOR: 7 NET
(STANDING SPACE) FACTOR: 5 NET
· ASSEMBLY WITH FIXED SEATING FACTOR : PER SEAT

1. WAITING AREA / RECEPTION 100 SQ.FT. / 7 NET =14

2. DINING AREA 2,040 SQ.FT./15 NET =136

3. KITCHEN / PREP/ WASHING 779 SQ.FT. / 200 GROSS = 4 PERSON(S)

4. STORAGE & WALK-IN COOLERS 200 SQ.FT. / 300 GROSS = 1 OCCUPANCY LOAD TOTAL : 155 PERSONS

M A R I S C O S S A N I S I D R O

1. TITLE PROJECT DATA & SCOPE

2. A-1.0 (E) SITE PLAN

3. A-1.1 (E) FLOOR PLAN

4. A-1.2 (E) ROOF PLAN

5. A-1.3 (E) ELEVATIONS

6. A-2.0 (N) SITE PLAN

7. A-2.1 DEMOLITION PLAN

8. A-3.0 (N) FLOOR PLAN

9. A-3.1 (N) REFLECTIVE CEILING PLAN

10. A-3.2 (N) SUGGESTED LIGHTING PLAN

11. A-3.3 (N) SUGGESTED POWER PLAN

12. A-3.4 (N) ROOF PLAN

13. A-3.5 (N) DOOR & WINDOW SCHEDULES

14. A-4.0 (N) HEALTH DEPARTMENT FLOOR PLAN

15. A-4.1 (N) SECTIONS / HEALTH DEPT.

16. A-4.2 (N) SECTIONS / HEALTH DEPT.

17. A-5.0 (N) ELEVATIONS

18. A-5.1 (N) ELEVATIONS

19. A-5.2 (N) BUILDING SECTIONS

20. A-6.0 ADA ACCESSIBLE PARKING STALL

21. A-6.1 ADA ACCESSIBLE FLOOR PLAN

22. A-6.2 ADA RESTROOM ELEVATIONS

23. ADA-1 ADA ACCESSIBLE NOTES & DETAILS

24. ADA-2 ADA ACCESSIBLE NOTES & DETAILS

25. ADA-3 ADA ACCESSIBLE NOTES & DETAILS

26. GRN01 CALGREEN REQUIREMENTS

27. GRN02 CALGREEN REQUIREMENTS

28. GRN03 CALGREEN REQUIREMENTS

29. DIV-1 GENERAL NOTES

30. DIV-2 GENERAL NOTES

31. DIV-3 GENERAL NOTES

JS ENGINEERING
INC.

J O E Z H A N G
[email protected]
p h o n e : ( 6 2 6 ) 4 9 7 - 0 5 5 8
GENERAL NOTES:
2327 ROSEMEAD BLVD. E L M O N TE C A 9 1 7 3 3
(626)442-6414
SITE ADDRESS: 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
ASSESSOR'S PARCEL NO.: 5281-018-001
LEGAL DESCRIPTION: TRACT #830 LOT COM ON W LINE OF ROSEMEAD N 450 FT. FROM S LINE OF LOT 22 TH N ON SD W LINE
163.94 FT. TH N 46'-44" W 24.04 FT TH N 58' W .....SEE
MAPBOOK FOR MISSING PORTION...... OF LOT 22
PROPERTY TYPE: COMMERCIAL / INDUSTRIAL
LOT AREA: 30, 758 SQ.FT.

PROPERTY ZONE: C.M. (COMMERCIAL, MANUFACTURING)
MAP REFERENCE: MB (72-91)
TRACT: TRACT NO. (5905)
PER ASSESSOR'S :
(E) BUILDING #1 2317 ROSEMEAD BLVD. NOT IN SCOPE
(E) BUILDING #2 2327 ROSEMEAD BLVD. PART OF SCOPE
(E) BUILDING #3 2321 ROSEMEAD BLVD. NOT IN SCOPE
(E) BUILDING #4 9366 ROSEMEAD BLVD. NOT IN SCOPE
(E) BUILDINGS: (E) BUILDING USE: (E) BUILDING SIZE: (E) YEAR BUILT:
(E) BUILDING #1 B - OCCUPANCY = 784 SQ.FT. 1935 / 1938
(E) BUILDING #2 A-2 OCCUPANCY = 2,638 SQ.FT. 1946 / 1947 / 2019 (E) BUILDING #3 R-1 OCCUPANCY = 1,116 SQ.FT. 1941 / 1941 (E) BUILDING #4 F-1 OCCUPANCY = 861 SQ.FT. 1948 / 1948
ALL CITIES CONSULTING ENG.

CIVIL ENGINEERS
8615 FLORENCE AVE #102
DOWNEY, CA 90240
PH.: (562) 861-7900

1. TENANT IMPROVEMENT OF EXISTING 2,638 SQUARE FEET

RESTAURANT

2. NEW 1,728 SQUARE FEET EXTERIOR DINING PATIO ADDITION

3. NEW 186 SQUARE FEET STORAGE ADDITION

4. TOTAL 4,553 SQ.FT. RESTAURANT

SEPARATE PERMITS REQR'D

1. SIGNAGE

2. PROJECT CLOSEOUT:

THE CONTRACTOR SHALL PROVIDE THE FOLLOWING DOCUMENTS BEFORE THE CLOSING OF THE PROJECT AND PRIOR TO ISSUANCE OF FINAL PAYMENT.

1. ONE YEAR WRITTEN WARRANTY FOR ANY DEFECT IN WORKMANSHIP,

MATERIAL AND EQUIPMENT, AS PROVIDED AND OR INSTALLED BY GENERAL CONTRACTOR.

2. MANUFACTURES WARRANTIES AND CERTIFICATES.

3. TWO SETS OF REPRODUCIBLE, OR RED MARKED PRINTS OF "AS-BUILT"

DRAWINGS, TRANSMITTAL COPY TO OWNER & DESIGNER FROM GENERAL

CONTRACTOR ONCE PROJECT COMPLETED AND CITY APPROVED

4. SUB-CONSTRACTOR'S LIST - OWNER FORMAT.

5. SUB-CONTRACTOR'S FINAL, UNCONDITIONAL WAIVER - OWNER FORMAT

6. CONTRACTOR'S AFFIDAVIT.

7. CERTIFICATE OF OCCUPANCY AND CERTIFICATION OF
COMPLETION.

8. OWNER & DESIGNER / SITE OR FIELD COMPLETION APPROVAL.

PER TABLE A & TABLE 4-1 2016 CPC :

OCCUPANCY LOAD : 88 / 2 MALE = 44.0 FEMALE
MEN:
1 TOILETS / REQUIRED = 1 TOILET PROVIDED
1 URINAL / REQUIRED < 3 URINAL PROVIDED
1 LAVATORIES / REQUIRED < 2 LAVATORIES PROVIDED
WOMEN:
2 TOILETS / REQUIRED < 3 TOILET PROVIDED
1 LAVATORIES / REQUIRED < 3 LAVATORIES PROVIDED

PLUMBING FIXTURE COUNT

A P N : 5 2 8 1 - 0 1 8 - 0 0 1
W/H
9366
(E) BUILDING
NO.4

AUTO REPAIR SHOP
OPEN AREA 861. SQ.FT.
(E) CH. LINK GATE
(E) CH. LINK FENCE

SIDEWALK SIDEWALK SIDEWALK

SIDEWALK SIDEWALK SIDEWALK SIDEWALK
(E) PARKING LOT
(E) PARKING LOT (E) PARKING LOT
(E) PARKING LOT
(E) PARKING LOT
(E) BUILDING
NO.1
(N.I.S.)

COMMERCIAL
784. SQ.FT.
2317
(N.I.S.)
WM
WM
GM
POWER
POLE

LANDSCAPE
(E) SIGNAGE
(E) DRAIN SWALE

LANDSCAPE
(E) DRAIN SWALE
(E) CATCH
BASIN
(E) CATCH
BASIN
(E) CATCH
BASIN
(E) TREE
(E) TREE
5'-0"
K I N G E R M A N S T .

CL CL CL
R
O
S
E
M
E
A
D
B
L
V
D
. CL CL CL
50'-TO CL
30'-0" TO CL
(E) BUILDING NO.2

RESTAURANT
1,498. SQ.FT.
2321

PL PL PL
PL
PL
PL

PL PL PL
PL
PL
PL
(E) CH. LINK FENCE
(E) W.I GATE
(E) BUILDING NO.3

RESIDENTIAL
1,116. SQ.FT.
(N.I.S.)

LANDSCAPE
(E) DRIVEWAY

APPROACH
(E) DRIVEWAY

APPROACH
(E) DRIVEWAY

APPROACH
(E) DRIVEWAY

APPROACH
(E) DRIVEWAY

APPROACH
(E) ADJ. BLDG.

N.I.S.
(E) ADJ. BLDG.

N.I.S.
(E) ADJ. BLDG.

N.I.S.
(E) DRIVEWAY

APPROACH
WM
WM
MAIN
ELEC
(E) WASTE
& REFUSE
39'-2" 38'-5"
18'-0" 25'-0" 36'-0" 33'-2" 25'-6" 16'-0" 6'-4" 92'-9" 23'-2" 11'-9" 3'-11" 25'-6"
21'-6" 21'-0" 20'-0" 50'-9"
50'-0"
14'-10" 18'-0" 12'-6"
7'-4"
6'-4"
29'-0" 20'-3"
7'-0" 12'-5"
38'-6" 52'-8" 11'-4" 28'-0"
18'-0" 20'-2" 44'-2"
38'-0" 28'-0" 7'-1"
5'-0"
1 2
3 6 5 4
46 45 44 43 42
41 37 38 39 40
7 11 10
9 8 14 13 12 16 15
26 22 23 24 25 19 20 21 17 18
27 31 30 29 28 34 33 32 36 35
29'-0" 9'-5"
5'-0"
41'-0"

UNDER PERMIT
# (026899)
59'-0"
5'-3" 23'-0" 30'-9"
2327
(PART OF SCOPE)
A-1.0
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(E) SITE PLAN N
SCALE: 1" = 10'-0"
(E) LOT COVERAGE:
(E) PARKING LOT: = 30,758 SQ.FT.
(E) BUILDINGS: = 4,560 SQ.FT.
(E) LANDSCAPING: = 324 SQ.FT.
(E) HARDSCAPE: = 25,874 SQ.FT.

(E)WALKING
COOLER
G
G
(E) DINING AREA
(E) BAR AREA
(E) WASHING/

SANITIZING
AREA
(E) COOKING
AREA
(E) DINING AREA
(E)WALKING

FREEZER
(E)
FEMALE
(E) MALE

WALKWAY WALKWAY WALKWAY

WALKWAY

WALKWAY

WALKWAY WALKWAY
(E) SFD
N.I.S
(E) STORAGE
28'-5" 19'-9"
49'-11"
6'-3" 11'-6" 25'-6" 14'-3"
52'-9"
45'-6"
45'-5"
45'-11"
7'-10" 7'-3"
17'-11" 11'-0" 16'-0"
7'-3"
13'-1"
3'-4"
8'-4" 6'-0" 7'-4" 7'-1" 4'-0" 1'-4"
6'-4"
16'-0" 5'-4"
(E) PLANTER
(E) PLANTER
(E) PLANTER
4'-11"
6'-3"
14'-2"
(E)
MECH. RM.

A-1.1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(E) DOOR SCHEDULE
WIDTH HEIGHT THK MATL.

WINDOW
NO. JAMB HEAD

SIZE DETAILS

REMARKS
1 WD
WD

HARDWARE
MATL. SILL FACE EDGE
1'-3/4" - - -
WD
2 MFR
3'-0" 6'-8"
4'-0" 6'-8"
- - -

DOOR FRAME FINISH
WD

MFR SWING
SWING
1'-3/4" WD
WD
ALUM. ALUMINUM
MFR. MANUFACTURE

EP ENAMEL PAINT

FACTORY FINISH

GL GLASS

HM HOLLOW METAL

PL PLASTIC LAMINATE

PS PRESSED STEEL

PT PAINT

SC SOLID CORE

TG TEMPERED GLASS

WD WOOD

MTL METAL

DOOR LEGEND
3'-0" 6'-8"

NORTH ENTRANCE DOOR
3 WIDTH HEIGHT PANEL FRAME
WINDOW
NO. JAMB HEAD SILL

SIZE MATERIALS DETAILS
(E) WINDOW SCHEDULE

REMARKS
W1 TG ALUM.

ALUM. ALUMINUM
CP. CLEAR POLY URETHANE

EP ENAMEL PAINT

F FACTORY FINISH

GL GLASS

HM HOLLOW METAL

PL PLASTIC LAMINATE

PS PRESSED STEEL

PT PAINT

SC SOLID CORE

TG TEMPERED GLASS

WINDOW LEGEND
3'-4" 4'-0" - - -
TYPE
FX
SLDG. ALUMINUM
CS. CASEMENT

DH DOUBLE HUNG

GD GARDEN

HP HOPPER

FX FIXED

SH SINGLE HUNG

BW BOW WINDOWS

BA BAY WINDOWS

CU CUSTOM

GB GLASS BLOCK

EXISTING STORE FRONT TEMPERED FIXED GLASS
W2
W3
1'-3/4" WD WD WD MFR SWING

PAIR OF DOORS (MAIN ENTRANCE)

EAST ENTRANCE DOOR
4 18" 4'-0" 1'-3/4" WD WD WD MFR SWING PAIR OF BAR DOORS (ALUMINUM) 5 3'-0" 6'-8" 1'-3/4" WD WD WD MFR SWING RESTROOM DOOR
6 7
8 W4

FLOOR PLAN WALL LEGEND

EXISTING WOOD STUD WALLS

EXISTING CMU WALLS
(E) FLOOR PLAN
SCALE: 1/4" = 1'-0"
N
W1
W4
W4
W4
1 2
5 FF
3 4
6 4
W1
W2
W2
W2
W3
W1
W1
W3
W1
W1
W3 W1 W2 W2 W2 W2 W1
4'-6" 4'-0" TG ALUM. - - - FX EXISTING STORE FRONT TEMPERED FIXED GLASS 5'-0" 4'-0" TG ALUM. - - - FX EXISTING STORE FRONT TEMPERED FIXED GLASS 4'-0" 4'-0" TG ALUM. - - - FX EXISTING STORE FRONT TEMPERED FIXED GLASS 3'-0" 6'-8" 1'-3/4" WD WD WD MFR SWING RESTROOM DOOR
- - -
- - -
- - -
- - -

(E) RIDGE
20'-3"
29'-0"
38'-6"
16'-0"
(E) CORRUGATED

METAL ROOF PANELS
(E) CORRUGATED

METAL ROOF PANELS
(E) CORRUGATED

METAL ROOF PANELS
(E) FLAT ROOF
(ROLLED ASPHALT)
(E) CORRUGATED

AWNING METAL ROOF
(E) CORRUGATED

AWNING METAL ROOF
(E) CORRUGATED

AWNING METAL ROOF
(E) CORRUGATED

AWNING METAL ROOF
(E) CORRUGATED

METAL ROOF PANELS
(E) ROLLED ASPHALT
A-1.2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(E) ROOF PLAN
SCALE: 1/4" = 1'-0"
N

A-1.3
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(E) SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
(E) EAST ELEVATION
SCALE: 1/4" = 1'-0"
(E) NORTH ELEVATION
SCALE: 1/4" = 1'-0"
(E) WEST ELEVATION
SCALE: 1/4" = 1'-0"

A P N : 5 2 8 1 - 0 1 8 - 0 0 1 LANDSCAPE
(E) DRIVEWAY

APPROACH
9366
(E) BUILDING
NO.4

AUTO REPAIR SHOP
861. SQ.FT.
(E) CH. LINK GATE
(E) CH. LINK FENCE

SIDEWALK SIDEWALK SIDEWALK

SIDEWALK SIDEWALK SIDEWALK
(E) PARKING LOT
(E) PARKING LOT
(E) BUILDING
NO.1
(N.I.S.)

COMMERCIAL
784. SQ.FT.
2317
(N.I.S.)
WM
WM
GM
POWER
POLE
(E) SIGNAGE
(E) DRAIN SWALE
(E) CATCH
BASIN
(E) CATCH
BASIN
(E) CATCH
BASIN
(E) TREE
(E) TREE
5'-0"
K I N G E R M A N S T .

CL CL CL
R
O
S
E
M
E
A
D
B
L
V
D
. CL
50'-TO CL
CL CL
30'-0" TO CL

PL PL PL
PL
PL

PL PL PL
PL
(E) CH. LINK FENCE
(E) W.I GATE
(E) BUILDING NO.3

RESIDENTIAL
1,116. SQ.FT.
(N.I.S.)

LANDSCAPE
(E) DRIVEWAY

APPROACH
(E) DRIVEWAY

APPROACH
(E) ADJ. BLDG.

N.I.S.
(E) ADJ. BLDG.

N.I.S.
(E) ADJ. BLDG.

N.I.S.

WM
(E) DRIVEWAY

APPROACH
WM
MAIN
ELEC
W/H
(E) WASTE
& REFUSE
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
1 2
3 4
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING (N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) DRIVEWAY

APPROACH

SIDEWALK
NO

PARKING
(N) BENCH
(N) BENCH
(E) BUILDING
NO.2
(E) PARKING LOT
19'-6" 26'-0" 16'-0" 3'-0" 4'-6" 3'-4" 36'-1" 11'-11"
72'-4" 48'-0" 19'-9"
21'-6" 21'-0" 7'-4" 12'-5"
42'-6"
7'-5" 5'-4" 11'-11" 28'-3" 38'-6" 14'-2"
7'-11" 16'-0"
49'-10"
25'-11"
28'-0" 5'-0"
12'-9" 92'-9" 82'-10"
16'-10"
36'-0"
9'-0"
4'-10" 12'-11"
9'-0" 5'-7"
13'-2" 69'-8"
9'-0"
9'-0"
12'-0"
5'-0"
9'-0"
24'-0"
9'-0" 9'-0"
45'-0"
8'-10" 13'-7" 4'-0" 5'-6"
14'-0" 31'-10"
21"
15'-9"
15'-10"
18'-0"
18'-0"
18'-0" 26'-0" 18'-0"
20'-10"
7'-11"
9'-0"
5'-0"
9'-0"H.C. 35'-0"
13'-10"
48'-10"
11'-5" 5'-10" 2'-7" 14'-0" 37'-1" 14'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
90'-11"
110'-11 9'-2"
9'-0"
10'-3"
R14'-0"
3'-0" 7'-3"
16'-1" 8'-11"
14'-3"
33'-11"
3'-0"
9'-0"
18'-0"
5'-2"
9'-0"
18'-0"
9'-0"
9'-0"
9'-0"
4'-0"
15'-11"
24'-4" 6'-0"
28'-8" 11'-4" 4'-4"
9'-0"
9'-0"
91'-9"
(E) PARKING LOT
9'-6"
16'-0"
18'-0"
16'-0"
16'-0"
18'-0"
18'-0"
16'-0"
14'-0"
14'-0"
14'-0"
14'-0"
18'-0" 19" 12'-5"
= 2,638 SQ.FT.

VAN

ACCESSIBLE
HC

PARKING
NO

PARKING
(E) PARKING LOT
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44 45 46 47 48
49 50
51 52

WALKWAY WALKWAY WALKWAY
(E) RESTAURANT

TENANT IMPROVEMENT & REMODEL
NEW COMBINED = 4,553 SQ.FT.

NEW ADDITION
1, 728 SQ.FT.
(N)

ADDITION
186. SQ.FT.
5'-0"
5'-0"
40'-0"
REQUIRED TRIANGLE OF VISIBILITY 40'-0" MIN.
40'-0"
REQUIRED TRIANGLE OF VISIBILITY 40'-0"MIN
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.) (N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)

TRIANGLE OF VISIBILITY
(N) LANDSCAPING (TYP.)
(E) 6" CONC. CURB (R.O.W.)
(E) 6" CONC. CURB (R.O.W.)
18'-0"
5'-0"

A C C E S S I B L E P A T H

O F T R A V E L

A C C E S S I B L E P A T H O F T R A V E L A C C E S S I B L E P A T H O F T R A V E L NO PARKING (N) COVERED
ENTRY
5'-7"
(N) 2-HR RATED WALL (FIRE SEPARATION)
4'-6"
2317
2321
2327
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
PL
PL
PL
(N) GREASE

INTERCEPTOR
(UNDERGROUND)
3'-0"
24"
3'-0"
24"

A C C E S S I B L E P A T H

O F T R A V E L
A-2.0
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(N) SITE PLAN N
SCALE: 1/8" = 1'-0"

FIRE DEPARTMENT GENERAL NOTES

1. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO

AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL BE A MINIMUM OF 4" INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. PER FIRE CODE 505.

2. THE REQUIRED FIRE FLOW FOR PUBLIC HYDRANTS AT THIS LOCATION IS 1250 GPM, AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 508.3 AND FIRE DEPARTMENT REGULATION-8.

3. ALL FIRE HYDRANTS SHALL MEASURE 6"X4"2 1/2", BRASS OR BRONZE,

CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503 OR APPROVED EQUAL; AND SHALL BE INSTALLED IN COMPLIANCE WITH FIRE DEPARTMENT REGULATION 8 FIRE CODE 508.1.1.

4. VEHICULAR FIRE ACCESS SHOULD BE INSTALLED AND MAINTAINED IN A

SERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF
CONSTRUCTION PER FIRE CODE 501.4.

5. THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED

AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NO LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. BUILDING CODE 1008.2.1

6. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. THE

EMERGENCY POWER SYSTEM SHALL BE PROVIDE POWER FOR A
DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR.

BUILDING CODE 1008.3.

7. EGRESS DOORS SHALL BE READILY OPEN ABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

BUILDING CODE 1010.1.9.

8. PORTABLE FIRE EXTINGUISHER REQUIREMENT SHALL BE INSTALLED IN LOCATIONS AS REQUIRED B FIRE CODE 906.

9. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR ASSEMBLY

AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A

LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT
HARDWARE. BUILDING CODE 1010.1.10. FIRE CODE 1010.1.10.

10. EACH REQUIRED COMMERCIAL KITCHEN EXHAUST HOOD AND DUCK

SYSTEM SHALL HAVE A TYPE I HOOD PROTECTED WITH AN APPROVE

AUTOMATIC FIRE-EXTINGUISHING SYSTEM INSTALLED IN ACCORDANCE WITH BUILDING CODE 904.2.1. FIRE CODE 609.

11. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH BUILDING CODE 803 AND TABLE 803.9. FIRE CODE SEC. 803 TABLE 803.3

12. CURTAINS, DRAPES AND OTHER DECORATIVE MATERIALS SUSPENDED

FROM THE WALLS OR CEILINGS SHALL MEET THE FLAME SPREAD
PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 IN ACCORDANCE WITH SEC.806.2 OR BE NONCOMBUSTIBLE. BUILDING CODE 806.1. FIRE CODE 807.

ATTACHMENT A

BEST MANAGEMENT PRACTICES
FOR CONSTRUCTION ACTIVITIES*
Storm Water Pollution Control Requirements for Construction Activities Minimum Water Quality Protection Requirements for All Development Construction Projects/Certification Statement
The following is intended as minimum notes or as an attachment for building and grading plans and represent the minimum standards of good housekeeping that must be implemented on all construction sites regardless of size. (Applies to all permits)
• Eroded sediments and other pollutants must be retained on site and may not be transported from the site via sheetflow, swales, area drains, natural drainage courses or wind. • Stockpiles of earth and other construction related materials must be protected from being transported from the site by the forces of wind or water.
• Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into the drainage system.
• Non-stormwater runoff from equipment and vehicle washing and any other activity shall be contained at the project site.
• Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. • Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind.
• Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way.

Accidental depositions must be swept up immediately and may not be washed down by rain or other means.
• Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water.
• Other: _____________________________________________________________________ As the project owner or authorized agent of the owner, I have read and understand the requirements listed above, necessary to control storm water pollution from sediments, erosion, and construction materials, and I certify that I will comply with these requirements.

Print Name ______________________________________
(Owner or authorized agent of the owner)
Signature _______________________________________ Date __________________ (Owner or authorized agent of the owner)
*The above Best Management Practices are detailed in the California Storm Water Best Management Practices Handbook, January 2003. www.cabmphandbooks.com
PARKING STRIPING NOTES:

1. ALL PARKING SPACES SHALL BE STRIPED SHOWING THE LAYOUT OF THE INTENDED PARKING STALLS. THE STRIPING SHALL NOT BE LESS THAN THREE(3) INCHES IN WIDTH AND SHALL BE MAINTAINED IN A CLEAR, VISIBLE AND ORDERLY MANNER.

2. FOR PUBLIC PURPOSES, DIRECTIONAL SIGNAGE TO INDICATE THE ENTRANCE AND EXIT AREAS SHALL BE POSTED AND MAINTAINED.

PARKING TABULATION
BLDG.
#
1 PER PLANNING REQUIREMENTS
784 SF.

GROSS
AREA

PARKING

RATIO /

OCCUPANCY
1 / 300
2 136 OCCUP.
3 1,161 SF.
4 861 SF.
· 9'-0"X20' STD PARKING STALLS : 49
· ADA 12'X20' VAN STALL : 1
· ADA 9'X20' STD STALL: 2
TOTAL PROVIDED 52 STALLS
(N) PARKING TABULATION
REQUIRED PROVIDED OCCUP.

BLDG. USE
1 / 4 PERS.
1 / 300
1 / 300
3 34
4 3
3 39
4 3
TOTAL 47 52

B - OCCUPANCY

COMMERCIAL
A-2 OCCUPANCY

RESTAURANT

B- OCCUPANCY

AUTO REPAIR SHOP

B-COMMERCIAL
10% 3 EMPLOYEE
RESTAURANT 3
1 1
1 1

1. EXISTING PROPERTY (LOT) SIZE:

2. EXISTING BUILDING AREAS (SQ.FT.)

3. EXISTING & PROPOSED BUILDING AREAS (SQ.FT.)

4. EXISTING LANDSCAPING:

5. PROPOSED LANDSCAPING:

LOT TABULATION:
= 30,758 SQ.FT.
= 4,560 SQ.FT. = 15%
= 7,314 SQ.FT. = 24%
= 324 SQ.FT. = 01%
= 3,416 SQ.FT. = 11%

1. LOT COVERAGE (GROSS) = 7,314 SQ.FT. / 30,758 SQ.FT. = .23%

2. PROPOSED LANDSCAPING = 3,416 SQ.FT. / 22,670 SQ.FT. = .15%

G G
(E) WALLS TO BE

DEMOLISHED
(E) WALLS TO BE

DEMOLISHED
(E) DOOR

REMOVED
(E) DOOR

REMOVED
(E) DOOR

REMOVED
(E) TOILET

FIXTURES TO

BE REMOVED
(E) TOILET

FIXTURES TO

BE REMOVED
(E) WATER

HEATER TO BE

REMOVED
(E) WALLS TO BE

DEMOLISHED
(E) WINDOWS TO

BE REMOVED
(TYP.)
(E) BAR COUNTER

AND WALL BELOW

TO BE REMOVED,

INCLUDE ALL (E)

PLUMBING &

FIXTURES
(N) COVERED ENTRANCE
W/ 4 EQ. SUPPORTING
COLUMNS (TYP.)
(E) STOREFRONT

GLAZING TO BE

REMOVED
(E) WINDOWS TO

BE REMOVED
(TYP.)
(E) WALLS TO BE

DEMOLISHED
(E) PARTITION TO

BE REMOVED
(E) WALLS TO
REMAIN
(E) WALLS TO
REMAIN
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(N) INTERIOR WALLS

PER STRUCTURAL
PLANS (TYP.)
(E) WALK-IN FREEZER

TO REMAIN
(E) WALK-IN FREEZER

TO REMAIN
(E) HOOD TO BE

REMOVED
(E) STOREFRONT

GLAZING TO BE

REMOVED

LINE OF (E) BUILDING

LINE OF (E) BUILDING LINE OF (E) BUILDING
EXIT
EXIT
6"
6"
6"
EXIT
EXIT
6"
6"
6"
6"
6"
(E) METAL GATES TO

BE REMOVED W/ ALL

COMPONENTS
8"
8"
8"
(E)
MECH. RM.
(N)

CONCRETE SLAB
12"
8"
EXIT
EXIT
(N) GREASE

INTERCEPTOR
(UNDERGROUND)
3'-0"
3'-4"
3'-0"
A-2.1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL

DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
N

DEMO PLAN NOTES
A. WALLS

1. GENERAL CONTRACTOR SHALL REMOVE EXISTING INTERIOR, NON-BEARING PARTITION WALLS &

FREEZER/COOLER AS INDICATED, DISCONNECT AND REMOVE ALL EXISTING ELECTRIC, CAP OFF PLUMBING (IF ANY) WITHIN REMAINING WALLS OR ABOVE CEILING, AS REQUIRED. PATCH AND REPAIR REMAINING WALL, CEILING, AND FLOOR SURFACES TO ACCEPT FINISHES AS INDICATED.

2. GENERAL CONTRACTOR SHALL REMOVE EXISTING WALL FINISHES THROUGHOUT SALES AREA.

EXERCISE GREAT CARE IN NOT DAMAGING THE NEUTRAL PIERS OR THEIR EXISTING FINISHES.

EXERCISE GREAT CARE IN NOT DAMAGING THE FIR RATED DRYWALL AT THE DEMISING WALLS.

3. GENERAL CONTRACTOR TO REMOVE EXISTING STORE FRONT FINISHES, PREPARE SURFACE TO RECEIVE NEW TILE FINISH.

4. GENERAL CONTRACTOR SHALL REMOVE EXISTING WALL FINISHES. EXERCISE GREAT CARE IN NOT DAMAGING THE FIRE RATED DRY WALL AT THE DEMISING WALLS.

5. GENERAL CONTRACTOR SHALL REMOVE EXISTING SWING GATE REUSE EXISTING HARDWARE IF POSSIBLE.

B. FLOORS

1. EXISTING QUARRY TILE FLOORING TO REMAIN. PATCH AND REPAIR AS NECESSARY WITHIN THE LEASE LINE.

2. EXISTING MALL FLOORING TO REMAIN. PATCH AND REPAIR AS NECESSARY ALONG LEASE LINE.

CEILINGS.

3. GENERAL CONTRACTOR SHALL INSTALL NEW 2'X2' OR 2'X4' PANEL CEILING THROUGHOUT LEASE

SPACE, REUSE EXISTING GRID, LIGHTS AND DIFFUSERS WHERE POSSIBLE (ALLOWED BACK HOUSE ONLY. SALES AREA MUST BE DRYWALL CEILING).

4. GENERAL CONTRACTOR SHALL PATCH AND REPAIR GYP, BO, CEILING THROUGHOUT SALES AREA, REUSE EXISTING LIGHTS AND DIFFUSERS WHERE POSSIBLE.

5. PROFESSIONALLY CLEAN EXISTING FLOOR PRIOR TO OPENING (STRIP & WAX).

C. COUNTER FIXTURES

1. GENERAL CONTRACTOR SHALL REMOVE EXISTING COUNTER CONSTRUCTION. EXERCISE CARE IN NOT DAMAGING EXISTING FIRE RATED WALL.

D. STORE FRONT

1. GENERAL CONTRACTOR SHALL REMOVE EXISTING SIGN.

E. MECHANICAL

1. GENERAL CONTRACTOR SHALL VERIFY CONDITION OF EXISTING WATER HEATER. IF REQUIRED, INSTALL NEW WATER HEATER. SEE PLUMBING DRAWINGS.

2. GENERAL CONTRACTOR SHALL REMOVE EXISTING H.V.A.C. UNIT. ALL DUCT WORK TO BE RE-USED WHERE POSSIBLE, SEE SHEET M-1 FOR NEW UNIT.

3. ALL EXISTING DUCTWORK TO BE RE-USED TO BE PROFESSIONALLY CLEANED.

4. GENERAL CONTRACTOR SHALL REMOVE EXISTING PLUMBING FIXTURES AND CAP ALL PLUMBING BELOW SLAP OR TO WITHIN WALLS WHERE PLUMBING IS NOT TO BE USED.

5. GENERAL CONTRACTOR SHALL REMOVE EXISTING HOOD AND DUCT WORK.

6. GENERAL CONTRACTOR SHALL VERIFY INTEGRITY OF FIRING PROOFING MEMBRANE AROUND COLUMNS. PATCH AND REPAIR IF NEC.

7. REMOVED ANY EXISTING HVAC EQUIPMENT NOT BEING REUSED IN NEW BUILD OUT.

DEMO PLAN WALL LEGEND:

EXISTING WOOD STUD WALLS

EXISTING WALLS TO BE REMOVED

NEW EXTERIOR & INTERIOR WALLS

EXISTING CMU WALLS TO BE REMOVED

EXISTING FREEZER WALLS
NEW 2-HR FIRE RATED WALL
NEW 36" HIGH LOW WALL
NEW 52" HIGH LOW WALL

G G
(E) WASHING/

SANITIZING AREA
(N) COOKING AREA
(N) PREP. AREA
(E) STORAGE
(E)WALKING
COOLER
(E)WALKING

FREEZER
(N)

STORAGE
RM.
(N) BAR

WALKWAY WALKWAY

WALKWAY WALKWAY

WALKWAY

WALKWAY
(N) BAR DINING AREA
(N)

WAITRESS

STATION
(N) MALE

RESTROOM
(N) WOMEN

RESTROOM
(N) OFFICE
(N) LIQUOR

STORAGE

VESTIBULE
(N) WAITING

ENTRANCE AREA

VESTIBULE

MOSAIC WALL FEATURE

SEATING
B2 B1
B6
T1
T2T3T4
T13T14T15T16

SEATING
B3 B4
T19
T18
T20
T17
T21
T22
T23

ENTRANCE
92'-10"
36'-1"
16'-10"
15'-2"
11'-3" 28'-11" 26'-6" 14'-1"
13'-3"
92'-8"
8 1 2 3 4 5 6 7 (N) COVERED PATIO OUTDOOR DINING AREA

WALKWAY

WALKWAY
LOGO
(N) DINING AREA
(N) LANDSCAPING AREA
(N) LANDSCAPING AREA
(N) LANDSCAPING AREA
(N) LANDSCAPING AREA
(N) HOST.

WALKWAY
(N) BENCH
(N) BENCH(N) COVERED ENTRY
15"
T5T6T7T8
T9
T10
T11
T12

PROJECTOR SCREEN
(N)

EMPLOYEE
RESTRM.
18'-0" 2'-3" 1'-6"
25'-6"
6'-4" 1'-11"
6'-4"
1'-6" 2'-5"
2'-3" 1'-6"
3"3"
(N) EXIT

SIGNAGE

PER PLAN
(N) EXITSIGNAGE

PER PLAN
(N) EXITSIGNAGEPER PLAN
(N) EXIT

SIGNAGE

PER PLAN
(N) WROUGHT IRONGUARDRAIL (SEE NEWEXTERIOR ELEVATIONS
(N) WROUGHT IRONGUARDRAIL (SEE NEWEXTERIOR ELEVATIONS(TYP.) 4'-6" 5'-0"
10'-10"
3'-0"
3'-0"
10"
2'-2"
2'-2"
10"
3'-0" 2'-0"
2'-2"
6'-3"

OPEN W/ GUARDRAIL
4" 4"
7" 1'-9"
2'-0" 2'-0" 6'-4"
1'-9"
2'-0"
10'-4"
1'-9" 6'-0" 6'-0" 2'-0"
16'-7" 26'-6"
6" 25'-6" 6"
7'-9" 6" 5'-10"
1 E
1 D
E D
2 23 3
4 4
C
C
BB
A
A
3" 3" 3" 3"
14'-0"
3'-0"
2'-0" 12" 8'-8" 2'-1"
30'-1"
8'-9" 2'-1" 8'-8"
3'-0"
2'-2" 10"
4" 4" 4" 4" 4" 4" 4"
3'-6"
3'-2"
3'-2"
3'-6"
1'-6"
4"
1'-10"
1'-6" 6"
17'-7"
6" 4'-0" 6"
4'-6"
40'-6"
6'-2"
7'-2"
6" 11" 4'-4"
7'-11"
2'-0"
2'-6" 11'-0" 2'-6"
12'-4"
2'-6" 7'-4" 2'-6"
21'-7"
9'-10" 2'-6" 9'-8" 1'-8" 9'-0" R5'-6"
2'-0"
1'-6" 15'-9"
6'-2" 25'-0" 4'-4" 3'-0" 2'-2" 9'-6"
2'-0"
6'-6"
2'-9" 3'-3"
9'-11" 12'-0"
4" 2'-0"
8'-9" 5'-4"
2'-9" 3'-4"
3'-0" 9'-5" 8'-3"
9"
5'-3" 3'-4" 1'-0" 7'-6"
7'-7" 6"
2'-1"
9'-8" 6" 8'-7"
5'-0" 3'-4" 2'-0"
2'-5" 3'-4" 1'-6"
2'-4" 4'-0" 4'-10"
2'-8" 2'-0" 5'-4" 2'-2"
5'-0"
3'-0" 6'-11"
6'-0"
6'-0"
4'-0" 4'-0"
15'-5" 12'-4" 28'-10" 13'-1"
3'-0" 8'-1" 2'-0" 8'-1" 2'-0" 4'-0" 6'-0" 5'-5"
23'-2"
2'-4" 3'-4" 2'-4"
(N) ENTRANCE

VESTIBULE
3'-4"
EXIT
EXIT
EXIT
EXIT
(E)
MECH. RM.
(N)

TORTILLA

STATION
POS
POS
POS
3'-2"
3'-1"
10'-8"
5'-11"
4'-0"
6'-4"
5'-0"
5'-0"
5'-1" 3'-4"
5'-0"
10"
5'-2"
POS
POS
(N) CONCRETE SLAB(N) CONCRETE SLAB

WALKWAY

WALKWAY
3'-0" 6'-4" 3'-0"
6"
6"
2'-6"
2'-6"
3'-4"
3'-0"
3'-0"
3'-10"
4'-0"
27'-11"
3'-0"
3'-4"
5'-4"
2'-8"
3'-0"
4'-0"
(N) LANDSCAPING AREA
(N) LANDSCAPING AREA
(N) LANDSCAPING AREA
EXIT
EXIT
6"
10'-6"
9'-8"
8'-4"
13'-0"
11'-2"
5'-4"
12'-10"
3'-7" 13'-11"
6" 8'-2" 6'-6"
4'-0"
8'-6"
6" 8"
6"
6"
6"
(N) 6" PLANTER CURB (N) 6" PLANTER CURB
(N) 6" PLANTER CURB
(N) 6" PLANTER CURB (N) 6" PLANTER CURB (N) 6" PLANTER CURB (N) 6" PLANTER CURB
6"
6"
8" 4'-0"
5'-0"
E
7'-2"
3'-11"
2'-0"
6'-2"
3'-0"
1'-6"
2'-0"
3'-0"
3'-4"3'-0"
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP:

PROJECT: TENANT IMPROVEMENT

RESTAURANT

S A N I S I D R O
2327 ROSEMEAD BLVD. EL MONTE, CA 91733
APN: 5281-018-001
2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414

MAR I SCOS

SAN ISIDRO

MEX I CANRESTAURANT
DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E SD E S I G NC O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB05-31-21 PC#1 PLANNING APPROVAL (N) FLOOR PLAN
SCALE: 1/4" = 1'-0"

N FLOOR PLAN WALL LEGEND
A-3.0
1 1
8 3
4 3
5 7
3 5
1 1
9 2
W1
W1 W1
4 5
4 5
6 6
1 8 9 10 11
12 13
1 89 10
11 12 13
EXISTING WOOD STUD WALLSEXISTING WALLS TO BE REMOVEDNEW EXTERIOR & INTERIOR WALLSEXISTING FREEZER WALLSNEW 2-HR FIRE RATED WALLNEW PATIO DINING LOW WALLNEW INTERIOR LOW WALL 6 3

(EMX)
EMX

EMERGENCY

BACK-UP

LIGHTING

EMERGENCY

BACK-UP

LIGHTING
18 1/4" DIA. TIEDRA BRONZE.

INDUSTRIAL CAGE
18 1/4" DIA. TIEDRA BRONZE.

INDUSTRIAL CAGE
18 1/4" DIA. TIEDRA BRONZE.

INDUSTRIAL CAGE
F
L
F
L
EMX

EMERGENCY

BACK-UP

LIGHTING
EXIT
EXIT
EXIT
(EMX)

EMERGENCY

BACK-UP

LIGHTING
EMX
EMX
EMX
EXIT
EMX
EXIT
EXIT
EMX

SENSOR SENSOR SENSOR
SENSOR
SENSOR
SENSOR
SENSOR
SENSOR
10'-9" 10'-9" 14'-0" 13'-9"10'-9" 10'-9" 10'-8"
27'-11"
23'-9"
9'-7"
A-3.1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
N
NOTE: ALL FINISH MATERIALS SHALL BE CLASS B OR C MINIMUM RATING PER CBC 803.11)
REFLECTED CEILING PLAN NOTES:

GENERAL WALL / CEILING NOTES

1. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723.

2. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 AND TABLE 803.11 AS PER PLAN.

REV. 09-07-18

FLOOR PLAN CEILING LEGEND
WEATHERBOARD PANEL TYP. SS FIN. PER MFR.
5/8" GYPSUM BRD. CEILING TYP.
(N) REFLECTIVE CEILING PLAN
SCALE: 1/4" = 1'-0"
FLOOR MATERIALS, POWER & SIGNAL NOTES:

FLOOR PLAN WALL LEGEND

EXISTING WOOD STUD WALLS

NEW EXTERIOR & INTERIOR WALLS

EXISTING FREEZER WALLS
NEW 2-HR FIRE RATED WALL

NEW PATIO DINING LOW WALL

NEW INTERIOR LOW WALL

(EMX)
EMX

EMERGENCY

BACK-UP

LIGHTING

EMERGENCY

BACK-UP

LIGHTING
18 1/4" DIA. TIEDRA BRONZE.

INDUSTRIAL CAGE
18 1/4" DIA. TIEDRA BRONZE.

INDUSTRIAL CAGE
18 1/4" DIA. TIEDRA BRONZE.

INDUSTRIAL CAGE
F
L
F
L
EMX

EMERGENCY

BACK-UP

LIGHTING
EXIT
EXIT
EXIT
(EMX)

EMERGENCY

BACK-UP

LIGHTING
EMX
EMX
EMX
EXIT
EMX
EXIT
EXIT
EMX

SENSOR SENSOR SENSOR
SENSOR
SENSOR
SENSOR
SENSOR
SENSOR
10'-9" 10'-9" 14'-0" 13'-9"10'-9" 10'-9" 10'-8"
27'-11"
23'-9"
9'-7"
A-3.2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
N
EXHAUST FAN 5 AIR CHANGES PER HOUR (SEE NOTES)* ENERGY STAR RATED

SD SMOKE DETECTOR HARD WIRED (SEE NOTES)

F RECESSED FLOURESCENT LIGHT FIXTURE

RECESSED LED LIGHT FIXTURE
SINGLE FACE WALL MTD. EXIT SIGN
LIGHT FAN SWITCH MECHANICAL VENTILATION MIN. 50 CFM OR PER MECH.

ENGINEERS PLANS

OS OCCUPANCY SENSOR DETECTOR
4 TUBE 2X4 FLOUR. FIXTURE 2X4 LAY IN SHATTERPROOF ACRYLIC LENS ELECTRONIC BALLAST 120V PER ELECTRICAL PLANS
2 TUBE 1X4 FLOUR. FIXTURE 1X4 LAY IN SHATTERPROOF ACRYLIC LENS ELECTRONIC BALLAST 120V

ELECTRICAL LEGEND

INCANDESCENT LIGHT FIXTURE WALL MOUNTED

INCANDESCENT LIGHT FIXTURE CEILING MOUNTED
3 WAY SWITCH

DIMMER SWITCH
3 D
S
S
S

SINGLE THROW SWITCH
GFI 110V WALL DUPLEX ELECTRICAL OUTLETGROUND FAULT INTERRUPTER CIRCUIT WP/GFI 110V WALL DUPLEX ELECTRICAL OUTLET WATER PROOF & GFIC 1/2 1/2 HOT 110V DUPLEX ELECTRICAL OUTLET
110 v WALL DUPLEX ELECTRICAL OUTLET
110 v WALL DUPLEX ELECTRICAL OUTLET

S INCANDESCENT MOTION SENSOR LIGHT FIXTURE WALL MOUNTED WP/GFI 208/240 V 40 AMP GROUND AC OUTLET WEATHER PROOF AND GR. FAULT INTER. C

SYMBOL TYPE

LED MULTI COLOR STRIP CABLE LIGHTING

EMERGENCY BACK-UP LIGHTING
(N) SUGGESTED LIGHTING PLAN
SCALE: 1/4" = 1'-0"

SYMBOL TYPE

FLOOR PLAN WALL LEGEND

EXISTING WOOD STUD WALLS

NEW EXTERIOR & INTERIOR WALLS

EXISTING FREEZER WALLS
NEW 2-HR FIRE RATED WALL

NEW PATIO DINING LOW WALL

NEW INTERIOR LOW WALL

G G

GFI GFI GFI
GFI
GFI
GFI
EXIT
EXIT
WP
GFI
WP
GFI
WP
GFI
WP
GFI
WP
GFI
WP
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
EXIT
EXIT
POS
POS
GFCI
POS
POS
POS
POS
GFCI
WP
GFI
POS
POS
GFCI
GFCI
WIC

CONDERSER
OUTLET TYP.

WIC

CONDERSER
OUTLET TYP.

GFCI
EXIT
(E)
MECH. RM.

EXIT
3'-0"
3'-4"
3'-0"
A-3.3
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
N
EXHAUST FAN 5 AIR CHANGES PER HOUR (SEE NOTES)* ENERGY STAR RATED

SD SMOKE DETECTOR HARD WIRED (SEE NOTES)

F RECESSED FLOURESCENT LIGHT FIXTURE

RECESSED LED LIGHT FIXTURE
SINGLE FACE WALL MTD. EXIT SIGN
LIGHT FAN SWITCH MECHANICAL VENTILATION MIN. 50 CFM OR PER MECH.

ENGINEERS PLANS

OS OCCUPANCY SENSOR DETECTOR
4 TUBE 2X4 FLOUR. FIXTURE 2X4 LAY IN SHATTERPROOF ACRYLIC LENS ELECTRONIC BALLAST 120V PER ELECTRICAL PLANS
2 TUBE 1X4 FLOUR. FIXTURE 1X4 LAY IN SHATTERPROOF ACRYLIC LENS ELECTRONIC BALLAST 120V

ELECTRICAL LEGEND

INCANDESCENT LIGHT FIXTURE WALL MOUNTED

INCANDESCENT LIGHT FIXTURE CEILING MOUNTED
3 WAY SWITCH

DIMMER SWITCH
3 D
S
S
S

SINGLE THROW SWITCH
GFI 110V WALL DUPLEX ELECTRICAL OUTLETGROUND FAULT INTERRUPTER CIRCUIT WP/GFI 110V WALL DUPLEX ELECTRICAL OUTLET WATER PROOF & GFIC 1/2 1/2 HOT 110V DUPLEX ELECTRICAL OUTLET
110 v WALL DUPLEX ELECTRICAL OUTLET
110 v WALL DUPLEX ELECTRICAL OUTLET

S INCANDESCENT MOTION SENSOR LIGHT FIXTURE WALL MOUNTED WP/GFI 208/240 V 40 AMP GROUND AC OUTLET WEATHER PROOF AND GR. FAULT INTER. C

SYMBOL TYPE

LED MULTI COLOR STRIP CABLE LIGHTING

EMERGENCY BACK-UP LIGHTING
(N) SUGGESTED POWER PLAN
SCALE: 1/4" = 1'-0"

SYMBOL TYPE

FLOOR PLAN WALL LEGEND

EXISTING WOOD STUD WALLS

NEW EXTERIOR & INTERIOR WALLS

EXISTING FREEZER WALLS
NEW 2-HR FIRE RATED WALL

NEW PATIO DINING LOW WALL

NEW INTERIOR LOW WALL

(N) RIDGE
(N) RIDGE
(N) RIDGE
(N) RIDGE
2'-0"
1'-6"
2'-0"
26'-6"
6'-9" 13'-0" 6'-9"
28'-11" 14'-6"
2'-0" 10'-4" 16'-7"
11'-3"
16'-10"
36'-1"
4'-0"
13'-10"
2'-0"
2'-0"
5'-10"
1'-0"
1'-6"
14'-4"
22'-7"
1'-0"
48'-10"
12'-11"
23'-2" 14'-5" 40'-9"
12'-11"
92'-8"
6'-0"
4'-0"
6'-0"
3'-0"
3'-0" 3'-0"
A-3.4
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(N) ROOF PLAN
SCALE: 1/4" = 1'-0"

N FLOOR PLAN WALL LEGEND

NEW PARAPET ROOF

NEW ROOF (SLOPE TO DRAIN)

* HEATSINC NOTE: Heatsinc is to be placed on
the bottom of the panels & doors. (If specified)

STANDARD ELEVATIONS
(Drawings are not to scale)
*Floor To Ceiling
*8" Aluminum Wrap-Around Hinge
*Stirrup Brackets
A-3.5
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EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL

HM HOLLOW METAL

PL PLASTIC LAMINATE

PS PRESSED STEEL

PT PAINT

SC SOLID CORE

TG TEMPERED GLASS
DOOR LEGEND DOOR NOTES:

1. DOORS SHALL BE SMOOTH PLANE SURFACE (NO RECESS OR TRAP) PER CALIFORNIA TITLE 24 SEC.3305 (1) 3.

2. SWINGING DOORS SHALL BE PROVIDED WITH 10" INCH MINIMUM OF SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR PER CBC 2019, 11B-404.2.10.

3. ALL ACCESSIBLE PATHS OF TRAVELS AND DOORS SHALL COMPLY WITH ADA ACCESSIBILITY REQUIREMENTS REFER REFER TO ADA-1, 11B-404 DOORS, DOORWAYS & GATES.

4. LABELED DOOR INDICATES LABELED DOOR AND FRAME ASSEMBLY.

5. ALL DOORS SHALL HAVE FLOOR MOUNTED DOME TYPE STOPS U.N.O.

6. NO EXPOSED HARDWARE, LATCHING DEVICES, ETC. ON EXTERIOR OF DOOR.

7. USE TAMPER PROOF HINGE PINS TYPICAL ALL EXTERIOR & REVERSE DOORS.

8. 20 MIN. DOOR ASSEMBLIES SHALL HAVE SMOKE SEALS ON BOTH JAMBS AND ON HEAD OF DOOR FRAME.

9. ALL DOOR FRAMES SHALL HAVE DOOR SILENCERS.

10. PAINT TOP AND EDGES OF DOORS (COLOR TO MATCH DOOR FACE).

11. FIRE RESISTIVE ASSEMBLIES FOR PROTECTION OF OPENINGS TO COMPLY WITH CBC 2019, SECTION 716.

12. WOOD FLUSH TYPE DOORS SHALL BE 1 3/4" THK. MIN. WITH SOLID CORE CONSTRUCTION U.N.O.

13. WOOD PANEL TYPE DOORS WITH PANEL'S FABRICATED OR LUMBER NOT LESS THAN 9/16" THK. PROVIDE SHAPED PORTION OF THE PANEL'S NOT LESS THAN 1/4" THK., INDIVIDUAL PANE'S SHALL NOT EXCEED 300 SQ.FT. IN AREA .

STILE AND RAILS SHALL BE OF SOLID LUMBER WITH OVERALL DIMENSIONS OF NOT LESS 1 3/4" AND 3" IN. WIDTH.

14. RESTROOM, MAIN DOORS & TOILET PARTITION DOORS MUST HAVE A SELF-CLOSING DEVICE.

15. OPERABLE PARTS OF DOORS AND GATES SHALL BE 34" MIN. TO 44" MAX. A.F.F. (SEE SHT. A-6.1) DETAIL PROVIDED.

OPERABLE PARTS OF DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (POUNDS) MAXIMUM. [CBC 11B-309.4]

WIDTH HEIGHT PANEL FRAME
WINDOW
NO. JAMB HEAD SILL

SIZE MATERIALS DETAILS
(N) WINDOW SCHEDULE

REMARKS
W1 TG ALUM.

ALUM. ALUMINUM
CP. CLEAR POLY URETHANE

EP ENAMEL PAINT
F

FACTORY FINISH

GL GLASS

HM HOLLOW METAL

PL PLASTIC LAMINATE

PS PRESSED STEEL

PT PAINT

SC SOLID CORE

TG TEMPERED GLASS

WINDOW LEGEND
6'-0" 8'-0" - - -
TYPE
FX
SLDG. ALUMINUM
CS. CASEMENT

DH DOUBLE HUNG

GD GARDEN

HP HOPPER

FX FIXED

SH SINGLE HUNG

BW BOW WINDOWS

BA BAY WINDOWS

CU CUSTOM

GB GLASS BLOCK

NEW STORE FRONT TEMPERED FIXED GLASS
ALUM. ALUMINUM
MFR. MANUFACTURE

EP ENAMEL PAINT

FACTORY FINISH

GL GLASS

WD WOOD

MTL METAL
FP
(N) DOOR SCHEDULE
WIDTH HEIGHT THK MATL.

DOOR
NO.

JAMB HEAD

SIZE DETAILS

REMARKS
D1 WD
WD

HARDWARE
MATL. SILL FACE EDGE
1'-3/4" - - -
WD
D2 MFR
PAIR 3'-0" 6'-8"
3'-0" 6'-8"
- - -

DOOR FRAME FINISH
WD

MFR SWING
SWING
1'-3/4" WD
WD
D3 3'-0" 6'-8" 1'-3/4" WD WD WD MFR SWING PROVIDE A SELF -CLOSING DEVICE D4 2'-6" MFR. MFR. SWING
D5 3'-0" MFR. MFR SWING
D6 2'-8" MFR. MFR SWING
PROVIDE A SELF-CLOSING DEVICE.

PROVIDE A SELF-CLOSING DEVICE.

PANIC HARDWARE REQUIRED

SCRANTON PRODUCTS
6'-8"
4'-10"
4'-10"
D_
1"
1"
MFR.

MFR.

WD
MFR.

MFR.

D7
D8
1'-3/4"
2'-8" 6'-8" 1'-3/4" MFR. MFR. WD SWING PROVIDE A SELF-CLOSING DEVICE. 4'-0" 6'-8" 1'-3/4" MFR. MFR. MFR. MFR SWING PROVIDE A SELF-CLOSING DEVICE.

MFR
MFR
D9 18'-0" 7'-0" 1'-3/4" MFR. MFR. MFR. MFR SWING NANA WALL PER MANUF.

SCRANTON PRODUCTS
Scale:

TYPICAL RESTROOM PARTITION DETAIL
N.T.S.

G
G
EXIT
EXIT
EXIT
EXIT
POS
POS
POS
POS
EXIT
EXIT
35 02
01 12 17 17 17
21 35 21
01 35
23 38 23
352338
35 35313224
18 06
47 22
22 06 14 13 20 20 14
08 08 07
3'-0" 4'-0" 1'-4" 1'-6" 1'-6" 1'-6"
06 2'-0" 1'-4" 2'-0" 4'-0"
4'-0" 3'-9" 3'-9" 4'-0"
1'-5" 3'-9" 4'-0" 2'-3"
1'-3"
2'-3"
2'-6"
(N) PREP. AREA
(N) COOKING AREA
(N) LIQUOR

STORAGE
(N)
OFFICE
(E)

SANITIZING / WASHING
AREA
(N)

WAITRESS

STATION (N) BAR
(N)

ENTRANCE

VESTIBULE
(N)
HOST.
(N)

WAITING
AREA
(N)
MEN'S
RESTRM.
(N)

WOMEN'S
RESTRM.
(E)

WALK-IN
COOLER
(E)

WALK-IN
COOLER
(N)

BAR / DINING AREA
9'-7"
3'-10"
(N)

TORTILLA

STATION
(N)

VESTIBULE
3'-4"
3'-7"
3'-4"
3'-0"
3'-0"
108
106
105
107
101
103
109
104
104
03 3326352533262901
15 01
34 34
34 34
34 42 42
34 34
(N)

DINING AREA
(N)

COVERED PATIO

OUTDOOR DINING
AREA
44 27
38 37
10 35
0707 07
09 28
35 35
34 07
07 07 07
07 07
07 07
07 07
07 110
(N)

EMPLOYEE
RESTRM.
8"
44 0405
45 40
4646
46 46
4646
102
24" 6"
3'-0" 1'-4"
3'-6" 4'-4"
36 0707
39 3'-0"
3'-4"3'-0"
A-4.0
PLOT:

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DRAWN BY:

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EDUARDO GUZM
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OWNER / TENANT:

STAMP:

PROJECT: TENANT IMPROVEMENT

RESTAURANT
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2327 ROSEMEAD BLVD. EL MONTE, CA 91733
APN: 5281-018-001
2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414

M A R I S C O S

SAN ISIDRO

M E X I C A N R E S T A U R A N T
DATE:

FEBUARY 25, 2021
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1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240
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05-25-21 PC#1 PLANNING RESUB05-31-21 PC#1 PLANNING APPROVAL (P) HEALTH DEPT. FLOOR PLAN
SCALE: 1/4" = 1'-0"
N

CONCRETE
A. CONCRETE FLOORS WHICH ARE SMOOTH, READILY CLEANABLE, AND

PROPERLY COVED UP THE WALL ARE ACCEPTABLE IF THEY HAVE BEEN

SEALED WITH A PENETRATING SEALER WHICH IS NONABSORBENT, GREASE AND ACID RESISTANT. ALL PROPOSED SEALERS MUST BE APPROVED BY THE LOCAL HEALTH AGENCY PRIOR TO APPLICATION. SEALANT MUST BE A CLEAR-TYPE, GREASE AND ACID RESISTANT, USDA APPROVED. IF PIGMENTED, A TWO-PART EPOXY OR EQUIVALENT SHOULD BE USED. EPOXY FLOOR PAINT MAY BE USED TO SEAL FLOORS.B. CONCRETE FLOORS THAT HAVE BEEN DAMAGED CRACKED, EXCESSIVELY

WORN, OR THAT HAS BEEN SAWCUT AND REPOURED ARE REQUIRED TO BE COVERED WITH AN APPROVED FLOORING MATERIAL.C. THE TOP OF A CONCRETE COVED BASE SHALL BE ROUNDED OFF.COVE BASE COVE BASE ARE AT LEAST 4 INCHES HIGH WITH A 3/8 INCH MINIMUM RADIUSCOVE AS AN INTEGRAL UNIT. THIS EXTENSION OF THE FLOOR INCLUDES TOE-KICKS OF COUNTERS AND EQUIPMENT THAT SETS FLUSH ON THE FLOOR.

AT CUSTOMER SELF-SERVICE FOOD AND BEVERAGE COUNTERS, SEAMLESS

COMMERCIAL GRADE SELF-COVING FLOORING SHALL BE PROVIDED AROUND

ALL OPEN SIDES OF THE COUNTER FOR A DISTANCE OF AT LEAST THREE FEET.

RUBBER OR VINYL TOPSET COVED BASE IS NOT ACCEPTABLE IN FOOD PREP

AND SERVICE AREAS, SELF-SERVICE AREAS, STORAGE ROOMS WITH OPEN CONTAINERS, AND ANY WET AREAS INCLUDING RESTROOMS AND JANITORIALCLOSETS.

STORAGE:

ADEQUATE AND SUITABLE SPACE SHALL BE PROVIDED FOR THE STORAGE OF FOOD. APPROXIMATELY TWENTY-FIVE PERCENT (25%) OF THE FOOD PREPARATION AREA AND AT LEAST 96 LINEAL FEET OF APPROVED SHELVING FOR EACH 100

SQUARE FEET OF REQUIRED STORAGE AREA IS CONSIDERED ADEQUATE (EXCLUDING REFRIGERATION). ADEQUATE STORAGE GENERALLY MEANS AMINIMUM OF 96 LINEAR FEET OF 18” DEEP SHELVING. EACH FOOD FACILITY WILL BEEVALUATED ON A CASE BY CASE BASIS. IF PALLETS ARE TO BE USED, PALLET JACKS OR FORKLIFTS SHOULD BE AVAILABLE FOR EASE IN MOVEMENT. SHELVING IS TO BE CONSTRUCTED SO AS TO BE EASILY CLEANABLE. SHELVES INSTALLED ON A WALL SHALL HAVE AT LEAST A ONE INCH (1") OPEN SPACE BETWEEN THE BACK

EDGE OF THE SHELF OR BE SEALED TO THE WALL WITH SILICONE SEALANT OR EQUIVALENT. THE LOWEST SHELF SHALL BE AT LEAST SIX INCHES (6") ABOVE THE FLOOR WITH A CLEAR, UNOBSTRUCTED AREA BELOW. ALL SHELVES

SUPPORTED BY LEGS ON THE FLOOR MUST BE IN COMPLIANCE WITH APPLICABLE NSF/ANSI STANDARDS. CRFC – 114047
*a. HAND WASHING FACILITIES SHALL BE PROVIDED WITH HAND WASHING CLEANSER AND SANITARY SINGLE-USE TOWELS. CRFC - 113953*b. A THREE (3) COMPARTMENT BAR SINK (MINIMUM 10" X 14" X 12") WITH TWO INTEGRAL METAL DRAIN BOARDS (MINIMUM 18" X 14") SHALL BE PROVIDED IN BARS. ALL FOOD FACILITIES, EXCEPT THOSE THAT HAVE ONLY PREPACKAGED ITEMS IN THEIR ORIGINAL UNOPENED SEALED CONTAINERS, SHALL PROVIDE A THREE-COMPARTMENT WARE WASHING SINK WITH TWO INTEGRAL DRAIN BOARDS. THE TUB COMPARTMENTSSHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST PIECE OF EQUIPMENT AND UTENSILS; I.E., MINIMUM 16" X 20" OR 18" X 18" BY 12" DEEP. THE SINK MUST BE FREE STANDING (NOT INSTALLED IN CABINETS). HOT AND COLD RUNNING WATER UNDER PRESSURE SHALL BE PROVIDED TO EACH COMPARTMENT. WHEN THE THREE-COMPARTMENT SINK IS INSTALLED NEXT TO A WALL, A METAL "BACK SPLASH" SHALLEXTEND UP THE WALL A MINIMUM OF EIGHT (8) INCHES, AND SHALL BE FORMED AS AN INTEGRAL PART OF THE UNIT AND SEALED TO THE WALL. THEMANUAL WARE WASHING SINK SHALL BE EASILY ACCESSIBLE AND CONVENIENTLY LOCATED TO THE FOOD PREPARATION AREA. CRFC -114099 *c. FOOD FACILITIES ARE REQUIRED TO HAVE A SEPARATE SINK FOR WHEN THEY ARE ENGAGED IN ACTIVITIES SUCH AS WASHING, RINSING,SOAKING, THAWING, OR SIMILAR PREPARATION OF FOODS, AND SHALL BE LOCATED WITHIN THE FOOD PREPARATION AREA. THE SINK SHALL HAVE AN INTEGRAL DRAIN BOARD, AND HAVE MINIMUM TUB DIMENSIONS OF 18" X 18" BY 12" DEEP. AN ADJACENT WORK TABLE OF SIMILAR DIMENSIONS MAY BE SUBSTITUTED FOR THE DRAIN BOARD. A FOOD PREPARATION SINK MUST DRAIN INDIRECTLY THROUGH AN AIR GAP INTO A FLOOR SINK ANDMUST BE FREE STANDING (NOT INSTALLED IN CABINETS). CRFC - 114163 *d. SUCH FACILITIES SHALL BE CONNECTED TO AN APPROVED SEWERAGE, AND PROVIDED WITH HOT AND COLD RUNNING WATER THROUGH A MIXING VALVE AND PROTECTED WITH A BACK FLOW PROTECTION DEVICE. JANITORIAL SINKS AND BASINS SHALL BE SEPARATED FROM OTHEREQUIPMENT BY AT LEAST 30 INCHES; OR A SOLID PARTITION THAT EXTENDS A MINIMUM OF 18 INCHES ABOVE THE RIM OR TOP OF THE JANITORIAL SINK OR BASIN.*e. ALL EQUIPMENT SHALL BE EITHER EASILY MOVABLE (E.G., ON CASTERS), ELEVATED ON LEGS THAT PROVIDE AT LEAST A SIX INCH (6")CLEARANCE BETWEEN THE FLOOR AND THE EQUIPMENT, OR SEALED TO MINIMUM FOUR INCH (4") SOLID MASONRY ISLAND WITH MINIMUMTHREE-EIGHTHS INCH (3/8") COVED RADIUS. IF ON AN ISLAND, IT SHALL OVERHANG THE BASE AT LEAST TWO INCHES (2"), BUT NOT MORE THAN THE HEIGHT OF THE ISLAND. SEALING TO THE FLOOR IS ACCEPTABLE ONLY IF NO OTHER MEANS ARE AVAILABLE, SUCH AS BEER COOLERS BEHIND BARS, AND LARGE BAKERY OVENS. CRFC - 114169
*f. ALL EQUIPMENT INCLUDING SHELVING MUST HAVE MIN. 6" LEGS OR CASTERS. CRFC - 114130*g ANY NEW (PROPOSED) EQUIPMENT WEIGHING GREATER THAN 400 LBS. REQUIRES STRUCTURAL CALCULATIONS AND ANCHORAGE DETAILS IN ASCE 13.1.4.

EQUIPMENT ELECTRICAL NOTES
THESE PLANS ARE FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS ANDTYPE OF CONNECTION FOR EQUIPMENT AND ELECTRICAL LOAD. SUBCONTRACTORS MUST

COMPLY WITH ALL CBC CALIFORNIA ELECTRICAL CODES, ALL CODES RELATED TO THE

INSTALLATION, WIRING AND HOOK UP OF EQUIPMENT INSTALLED AND LOCAL APPLICABLE CODES.

1. GENERAL CONTRACTOR TO PROVIDE MAGNETIC STARTERS, DISCONNECTS AND

THERMO-OVERLOAD PROTECTION ON ALL MOTORS AND / OR EQUIPMENT WHERE REQUIRED.

2. GENERAL CONTRACTOR TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING IN FIXTURES.

3. GENERAL CONTRACTOR TO SIZE ALL JUNCTION BOXES. GENERAL CONTRACTOR TO

PROVIDE ALL JUNCTION BOXES, REFRIGERATION PULL BOXES AND ELECTRICAL CONVENIENCE OUTLETS IN WALLS. ALL CONVENIENCE OUTLETS IN WALLS TO BE FLUSHED WITH FINISHED WALL. GENERAL CONTRACTOR TO PROVIDE AND FIELD MOUNT ALL JUNCTION BOXES LOCATED IN ACCESS AREAS OF FIXTURES.

4. GENERAL CONTRACTOR TO PROVIDE AND INSTALL REFRIGERATION CONDUIT LINES FROM COMPRESSOR AREA TO PULL BOXES OR "STUB-UPS" AS INDICATED ON REFRIGERATION PLAN: CONDUIT TO BE TRANSITED (OR EQUAL ) DIAMETER AS INDICATED, WITH MINIMUMBENDING RADIUS OF 24" AND NO FACTORY L'S PERMITTED.

5. THE SYMBOLS ON THESE PLANS ARE TO INDICATE LOCATION AND TYPE OF CONNECTION ONLY. GENERAL CONTRACTOR TO PROVIDE CIRCUITS AND CONDUITS RUNS, AS REQUIRED.

6. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL LOCKOUT DEVICES ON ALL BREAKERS FOR CLOCKS, REFRIGERATION, CONTROL WIRING, AND FIRE EXTINGUISHERS.

7. ALL CONVENIENCE OUTLETS TO BE SET HORIZONTALLY. ALL 115 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 20 AMPS. ALL 208/230 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 40 AMPS.

8. ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOW ON THIS PLAN ARE FIXTURES AND

EQUIPMENT SHOWN ON PLAN ONLY

9. ALL ELECTRICAL POWER NOT OTHERWISE NOTED TO BE SINGLE PHASE.

10. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL "FUSED AND / OR NON-FUSED" DISCONNECTS AS REQUIRED BY LOCAL CODES.

HEALTH DEPARTMENT NOTES1. ALL EXTERIOR GLASS WINDOWS MUST BE PERMANENTLY FIXED W/ NON OPEN & CLOSE OPTION.

2. ALL DOORS OPENING TO THE OUTSIDE MUST BE RODENT PROOF W/SELF CLOSING DEVICES

INSTALLED (INCLUDING THE RESTROOM DOORS ALSO)

3. ALL FLOOR MOUNTED EQUIPMENT MUST BE ELEVATED ON 6" CASTER OR 4 " CEMENT CURB W/ 3/8" RADIUS (IF APPLICABLE)
BUILDING IS TO BE RODENT-PROOFED. DOORS LEADING TO THE OUTSIDE ARE TO BE SELF-CLOSING AND HAVE NO MORE THAN ¼ INCH GAP AROUND THE PERIMETER OF THE DOOR. SEAL ALL HOLES / GAPS IN THE WALLS / CEILINGS. SCREEN WINDOW OPENINGS WITH TIGHT-FITTING FLY SCREENS.

4. PROVIDE AT LEAST ONE TOILET AND ONE LAVATORY CONVENIENTLY LOCATED, WITH SINGLE-USE SOAP AND PAPER TOWELS; ADEQUATE LIGHTING; PROPER VENTILATION; AND ASELF-CLOSING DOOR.

5. PROVIDE ALL APPROVED HAND SINK'S WITH PERMANENTLY INSTALLED SOAP AND PAPER TOWEL DISPENSER .

6. PROVIDE JANITORIAL FACILITIES (AREA, ROOM OR CABINET) INCLUDING A MOP SINK

INSTALLED WITH A BACK FLOW PREVENTION DEVICE, SEPARATED FROM THE FOOD STORAGE AREA; APPROVED SHELVES FOR STORAGE OF CLEANING SUPPLIES; AND A MOP AND BROOM

HANGER ARE RECOMMENDED

7. PROVIDE A MINIMUM 20-GALLON HOT WATER HEATER; SPECIFY THE LOCATION; SPECIFY ALL SINKS THAT ARE TO BE SUPPLIED WITH HOT WATER FROM THIS WATER HEATER.BE SUPPLIED WITH HOT WATER FROM THIS WATER HEATER.

8. WHEN THERE ARE 5 OR MORE EMPLOYEES, AN EMPLOYEE DRESSING AREA MUST BE PROVIDED FOR EACH GENDER WITH LOCKERS AND ADEQUATE STORAGE SHELVING.

4. EMPLOYEE LOCKERS TO BE ON 6" CASTER LEGS

5. EXISTING FLOOR IS TO BE SEALED SMOOTH CONCRETE WITH APPROVED SEALER (S3619TN)6. AN APPROVED BLACK FLOW PREVENTION DEVICE SHALL BE PROPERLY INSTALLED

UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SYSTEM AND A

SOURCE OF CONTAMINATION

7. ALL FIXTURE LIGHTING WHERE FOOD AREA IS PROCESSED SHOULD BE SHUTTER PROOF ACRYLIC LENS .

5. INSTALL VACUUM BREAKER AT THE (N) MOP SINK ALONG W / BROOM RACK AND CHEMICAL SHELF.

6. PROVIDE 6" INCH SPLASH GUARDS AT HAND SINK LOCATION ON BOTH SIDES.7. MOP SINK MUST BE PROVIDED WITH AN APPROVED BACK FLOW DEVICE.8. ALL EQUIPMENT MUST BE ON6" HIGH LEGS , COMMERCIAL CASTERS OR 4" MANSONARY CONTINUE COVED BASE.

EQUIPMENT PLUMBING NOTES

1. THESE PLANS ARE FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS AND EQUIPMENT REQUIREMENTS. PLUMBING MUST COMPLY WITH ALL CBC PLUMBING CODES ANDLOCAL APPLICABLE CODES.

2. ALL PLUMBING OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN THESE PLANS ONLY. FOR ADDITIONAL FLOOR DRAINS AND BUILDINGPLUMBING REQUIREMENTS SEE GENERAL CONTRACTOR OR OWNER.

3. ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF FINISHED WALL TO

CENTERLINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO OUTLET, UNLESS OTHERWISE NOTED ON PLANS OR DETAILS.

4. ALL SYMBOLS NOTED "UP+18", UP+36", ETC TO STUB OUT OF WALL (MINIMUM 4") AT HEIGHT INDICATED. HEIGHT IS GIVEN FROM FINISHED FLOOR (NOT FIN. CURB) TO CENTERLINE OF OUTLET . ALL OUTLETS NOTED "STUB UP" OR "STUB OUT" TOP OF FINISHED FLOOR, OR FINISHED CURB, AS THE CASE MAY BE A MAXIMUM OF 4" SO AS NOT TO INTERFERE WITH THEINSTALLATION OF FIXTURES CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOBSITE.

5. ALL FLOOR SINKS HALF IN OR HALF OUT OF CURB TO BE FLUSH WITH FINISHED FLOOR ALL

FULLY OR PARTIALLY EXPOSED FLOOR SINKS PROVIDED FLOOR SINKS HAVE LOCATED THE

ASSUMPTION THAT THEY WILL BE SET FLUSHED WITH THE FINISH FLOOR (UNLESS OTHERWISE NOTED) IN THE EVENT LOCAL CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHEDFLOOR LEVEL, GENERAL CONTRACTOR SHALL COMPLY WITH LOCAL CODES AND NOTIFYDESIGNER / ENGINEER IMMEDIATELY.

6. GENERAL CONTRACTOR TO CONNECT ALL WATER LINES, GAS LINES (FIRE SYSTEM SOLENOID), WASTE LINES, ETC FOR SINKS, DISHWASHERS, ETC. AND RUN DRAIN LINES FROM ALL REFRIGERATED UNITS, ICE SINKS, ETC. (SEE NOTE # 7) TO FLOOR SINKS AND DIRECT ORINDIRECT WASTE LINES TO BE NOT SMALLER THAN NIPPLE OR FIXTURE ITSELF.

7. GENERAL CONTRACTOR TO PROVIDE INSULATED DRAIN LINES FROM ALL ICE STORAGE SINKS / PANS TO PREVENT DRAIN FROM SWEATING WITHIN FIXTURE.

8. GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING ITEMS:
a. GATE VALVES ON ALL WATER AND GAS LINES, AND WADE SHOCK STOPS (MODEL #W5 OR EQUAL ) ON GLASS FILLERS AND DISHWASHERS.
b. ALL FAUCETS FOR SINKS UNLESS OTHERWISE NOTED( TO BE SUPPLIED AS SPECIFIED) c. ALL VALVES, TRIMS AND PRESSURE REGULATORS NECESSARY TO CONNECT ALL LINES.d. TEMPERATURE AND PRESSURE SAFETY RELEASE VALVES FOR HOT WATER BOOSTER

AND STEAM SYSTEMS (IF APPLICABLE)
e. NECESSARY WATER LINES, DRAIN LINES (AS REQUIRED) ON ROOF FOR MAKE UP AIR SYSTEM. FOR LOCATION SEE ENGINEER / HVAC CONTRACTOR.
f. BACK FLOW PREVENTION DEVICES, AS REQUIRED BY CODE.g. DILECTIC COUPLERS, WHEN CONNECTING GALVANIZED IRON PIPE TO COPPER.

9. ALL WORK SHOWN ON FIXTURE PLUMBING PLAN AND OUTLINED IN ABOVE NOTES TO BE

PERFORMED BY LICENSE GENERAL CONTRACTOR UNDER OWNER'S CONTRACT IT IS THE

GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT HIS PHASE OF WORK MEETS AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL STATE ANDFEDERAL LAWS INCLUDING (HEALTH CODES )AND ANY AND ALL CODES PECULIAR TO THEMUNICIPALITY OF AREA WHERE JOB IS BEING INSTALLED.

SYMBOL FLOOR BASE WALLS CEILING NOTES
101
*** SEALED SMOOTH CONCRETE WITH APPROVED SEALER***

FINISH SCHEDULE
AREA
CALIFORNIA RETAIL FOOD CODE:

1. THE FLOOR SURFACES IN ALL AREAS IN WHICH FOOD IS PREPARED, PACKAGED, OR STORED

WHERE ANY UTENSIL IS WASHED, WHERE REFUGE OR GARBAGE IS STORED, WHERE JANITORIAL FACILITIES ARE LOCATED IN ALL TOILET AND HAND-WASHING AREAS, EXCEPT WITH RESPECT TO

AREAS RELATING TO GUESTROOM ACCOMMODATIONS OF OWNERS AND OPERATORS IN

RESTRICTED FOOD SERVICE FACILITIES, SHALL BE SMOOTH AND OF DURABLE CONSTRUCTIONC AND NON-ABSORBENT MATERIAL THAT IS EASILY CLEANABLE.SECTION 114268, 114143.

2. FLOOR SURFACES SHALL BE COVERED AT THE JUNCTION OF THE FLOOR AND WALL WITH A 3/8" MINIMUM RADIUS COVING, AND SHALL EXTEND UP THE WALL AT-LEAST 4 INCHES.SECTION 114268.

3. WATER UNDER PRESSURE SHALL BE PERMANENTLY PLUMBED TO ALL FIXTURES, EQUIPMENT, AND NON-FOOD EQUIPMENT THAT ARE REQUIRED TO USE WATER SUPPLIED TONON-PERMANENT FOOD FACILITIES. SECTION 114192, 114195.

4. EQUIPMENT AND UTENSILS SHALL BE DESIGNED AND CONSTRUCTED TO BE DURABLE AND SUSTAIN THEIR CHARACTERISTIC QUALITIES UNDER NORMAL USE CONDITIONS. ALL NEW

AND REPLACEMENT FOOD-RELATED AND UTENSIL-RELATED EQUIPMENT SHALL BE

CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. SECTION 114130, 114157, 114169.

5. A FOOD FACILITY SHALL AT ALL TIMES BE CONSTRUCTED, EQUIPPED, MAINTAINED AND

OPERATED AS TO PREVENT THE HARBORAGE OF ANIMALS, BIRDS, & VERMIN, INCLUDING BUT NOT LIMITED TO RODENTS AND INSECTS. EACH PERMANENT FOOD FACILITY SHALLBE FULLY ENCLOSED IN A BUILDING CONSISTING OF PERMANENT FLOORS, WALLS, AND OVERHEAD STRUCTURE. SECTION 114259, 114266

6. A PERSON PROPOSING TO BUILD OR REMODEL A FOOD FACILITY SHALL SUBMIT

COMPLETE EASILY READABLE PLANS DRAWN TO SCALE AND SPECIFICATIONS TO THE

ENFORCING AGENCY FOR REVIEW, AND SHALL RECEIVE PLAN APPROVAL BEFORE

STARTING ANY NEW CONSTRUCTION OR REMODELING OF ANY FACILITY FOR USE AS A RETAIL FOOD FACILITY. SECTION 114380, 114381

STONE FACADE

ANCIENT VILLA

CULTURED STONE
(N) OUTDOOR

PATIO / DINING N/A
***QUARRY STONE
12"X12" SALTILLO TILE

EXTERIOR
(N) INDOOR
DINING
(N) DRY

STORAGE
(N) BAR

SERVICE AREA
(N) PREPARATION
AREA
(N) COOKING
AREA
(N) SANITIZING /

WASHING
102103104105106107108109
(N) WAITRESS

STATION
(N) WALK-IN
COOLER
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
110
***SEALED SMOOTHCONC., ELASTAGLAZE

DEX-O-TEX OR EQUAL
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
COVE BASE 6" H. 3/8" R.

S3619T
COVE BASE 6" H. 3/8" R.

STAINLESS STEEL
COVE BASE 6" H. 3/8" R.

S3619T
COVE BASE 6" H. 3/8" R.

S3619T
COVE BASE 6" H. 3/8" R.

S3619T
COVE BASE 6" H. 3/8" R.

S3619T
COVE BASE 6" H. 3/8" R.

S3619T
COVE BASE 6" H. 3/8" R.

S3619TN
COVE BASE 6" H. 3/8" R.

SALTILLO TILE
SS-1

STAINLESS STEEL
SS-1

STAINLESS STEEL
(N) EMPLOYEE

RESTROOM
***QUARRY STONE
12"X12" SALTILLO TILE

INTERIOR
SP-1
***QUARRY STONE
6"X 6" SALTILLO TILE

INTERIOR
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
FRP-1

FIBERGLASS REINFORCEDPANEL (FRP), WHITE
SS-1
SMOOTH

STAINLESS STEEL
SS-1
SMOOTH

STAINLESS STEEL
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE

ALL PREPARATION AREA - FINISHES SHALL APPLY TO

TORTILLA STATION
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
SP-1
5/8" GYP BRD. W SMOOTH
FINISHED WHITE PAINT.

SEMI GLOSS / WASHABLE
FRP-1

FIBERGLASS REINFORCEDPANEL (FRP), WHITE

G G 6"
POS
06 14 13 20 12 20 14 17 17 17
2'-0" 1'-4" 2'-0" 4'-0" 3'-0" 4'-0" 1'-4" 1'-6" 1'-6" 1'-6" (N) COOKING AREA (N)
TORTILLA 106
01 42 42
44 8"
45 01
07 06 15 20 13 28 21 28 13 15 17 17 17
44 3'-6" 2'-0"
7'-0"
12"
45 44
01 23 14 14 23 06
10'-0"
38 07 07
A-4.1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(N) COOKING AREA
(N) PREP. AREA
(N) PARTIAL FLOOR PL.
(N) COOKING AREA
SCALE: 3/8" = 1'-0"

SECTION A-A
(N) COOKING. AREA ELEVATION
SCALE: 3/8" = 1'-0"
(N) COOKING AREA
(N) PARTIAL FLOOR PL.
(N) PREP AREA
SCALE: 3/8" = 1'-0"
01 15
16 CUBE ICE MAKER ICE-O-MATIC ICE0250 X
SERVICE AND MOP SINK ADVANCE TABCO 9-OP-20 X
MOP HANGER W/ CHEMICAL RACK ADVANCE TABCO K-242 / 245

HAND SINK
O.A.L. = OVER ALL LENGTH
B.T.U. = BRITISH THERMAL UNIT

COMMERCIAL GAS W/H
CARTER HOFFMAN CW2
ADVANCE TABCO 7-PS-87
-
S.S. = STAINLESS STEEL

STRAP TO WALL
ONE COMP. PREP SINK X

EQUIPMENT SCHEDULE
DESCRIPTION MFG. MODEL COMMENTS

BTU DRAINAGE
3-COMP SINK W/ 18" DRAIN BOARDS ADVANCE TABCO DTC-3-2020 NSF,SIZE : 90"X 23 3/4"- 18"X18" DRAIN BRD. S.S.

NSF, BOWL SIZE : 10"X 14" X5" 1 1/2" P-TRAP IPS S.S.

ADVANCE TABCO
NSF, SIZE : 38 1/2"X 23 3/4" 18"X18" BOWL S.S. NSF, SIZE : 16"X 20" X 6" S.S.

RHEEM
VOLTS
NSF , UL 30 3/4" X 24.46" X 23 1/8"
230V

11. AMPS
6,248 BTUs
NSF ,CSA 108,000BTUs 48"X31.5"X GRIDDLE PLATE
TUBE FIRED FRYERS IMPERIAL IFS-75-OP
NSF , SIZE: 23.2" X 33.5" X 37.9" 75 LBS. 175K BTUs
NSF, UL, SIZE: 22.75"X23"X38.75"

UNDERBAR REFRIGERATION
S. SWING DOOR D.D. BEER DISP.
115V/60/1

DRY STORAGE SHELVES ADVANCE TABCO
NSF , 4 -TIER LINEAR STORAGE RAISED 6" AFF ON CASTERS / LEGS FLOOR SINK DRAIN ZURN Z1900
NSF SIZE: 12"X4 " / 50% EXPOSED X
X
BEVERAGE SODA DISPENSER LANCER CORP.

ICD2200

NSF / ETL
14 13
12 11
10 09
08 07
06 05
04 03
02 17
18 19
20 21
22 23
24 25
26 27

HORIZONTAL BOTTLE COOLERS
DEEP WELL TRUE MFG. TD-95-38-HC NSF , UL 95 1/8" X 26 7/8" X 33 1/2" 115V/60/1 15 AMPS
80-199(A)
120V/1 199,000 BTU'S 199,000BTUs
28 29
30 COMMENTS
NEW
ECC-2448
31 32
33 X
DISHWASHING MACHINE AUTO-CHLOR AC-HT NSF / UL SIZE: 24"(L)X22"(D)X70"(H) 34 6.1 AMPS 120 F 7.5 GPM

DISHWASHING

NSF / UL
35 SOIL & DRAIN BOARDS 24"X24" MIN. DTC-S70-24L/R
X
36 (*d)
(*b)
(*a)
(*c)
(*e)
(*e)
(*e)
(*e)
(*e)
(*e)
(*e)
(*e)
37 38
DL-30-96

ADVANCE TABCO
NSF, SIZE : _ X 27"
S.S.
20"X20"BOWL
WORK TABLES MS-300
CHEF BASE TRUE MFG. TRCB-84
NSF, UL SIZE: 84"(L) X 32 1/8"(D) 115/60/1

HOT PLATE/STOCKPOT RANGES WOLF WSPR
NSF , SIZE: 18 " X 18" X 22.5" 110,000 BTUs
CHIP WARMER 115k BTUs
(*e)
TRUE MFG. TFM-29FL
(*e) NSF, UL, ETL SIZE: 30"X27X31.5" UNDER COUNTER REFRIGERATOR 68K BTUs NSF, UL, ETL SIZE: 36"X31"
(*e)
GAS OPEN BURNERS 192K

REACH-IN REFRIGERATOR
SWING DOOR TRUE MFG. STR1R-1S-HC NSF , UL 27 1/2" X 33 3/4" X 77 3/4" 115V/60/1

3.8 AMPS X
(*e)
FOOD PREP.TABLE
SOLID DOOR UNIT REFRG. TRUE MFG. TFP-48 NSF , UL 48 3/8" X 30 1/8" X 36 3/4" 115V/60/1

7.8 AMPS X
(*e)
COFFEE BREWER BUNN AXIOM 15-3 NSF , UL 8.5" X17.72" X 18.89" 120V 15 AMPS
3-COMPARTMENT SINK (BAR) TABCO CRB-84C NSF , UL, 84" X21" BARTENDER ICE BIN KROWNE KR18-M36
TRUE MFG. TDD-4 NSF , UL 90 3/8" X 27 1/8" X 37" 115V/60/1

9.1 AMPS X
(*e)
NSF , 24 " X27" X 34"
BAG N BOX LANCER CORP.

NSF BIB RACK
GLASSWARE STORAGE CRATE KROWNE KR18-GSB1
(*e) NSF
(*e)
FLOOR DRAIN ZURN Z415BZ NSF X
GREASE INTERCEPTOR JENSEN JZ1000G NSF 1000 GL CAP.

EMPLOYEE LOCKERS HALLOWELL CUBIX SIZE: 12"X12" / UNDER COUNTER STORAGE SHELVING / WALL HUNG WS-KD-36/60
39 AIR CURTAIN BERNER SHC07-1036A
UL / NSF / ANSI 37 40 1760 CFM MIN.
41 BEER KEG RACK METRO 2KR365DC
WOLF
NSF, UL, ETL SIZE: 36"X19"X19" 42 SALAMANDER
43 HEAT LAMPS HATCO DL775
NSF,UL
44 45
120V
IMPERIAL IHPA-6-36
WOLF RANGE AGM48
C36IRB-N
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
NEW
NEW
EXIST
NEW
EXIST
EXIST
NEW
NEW
NEW
NEW
COND.

GRIDDLE

10.3 A
50K BTUs
2- COOKING EXHAUST HOOD TYP I (A) SND-2 CAPTIVE AIRE TYPE 1 HOUR W / ANSUL SYSTEM NSF, ETL, NFPA96 SIZE: 12'-0" X 54" 1- COOKING EXHAUST HOOD TYP II (B) VHB CAPTIVE AIRE SIZE: 36" SQ. X 24" (H) UL710, ULC710, ULC-S646
WORK TOP HOT & COLD TRAYS VOLLRATH -- NSF , UL 68 3/8" X 30 1/8" X 36 3/4" 115V/60/1

7.8 AMPS X
(*e)
X
FOUNTAIN DRINKS DISP. OSD30 NSF , UL 24" X 17" X 24" 120v/60/1 OMEGA 500 WATTS BLENDER / DUMP SINK KROWNE KR-18-14BD NSF , UL 14" X 24" X OTS-10-84 NSF , UL 10" (W) X 84" (L) NEW
NSF
120v/60/1

STORAGE SHELVING / WORK TOP
NEW

PROVIDE WITH LIDS/COVERS
SYM.

NSF, UL, ETL SIZE: 24"X31" GAS OPEN BURNERS IMPERIAL IHPA-6-24 192K

SECTION B-B
(N) PREP AREA - ELEVATION
SCALE: 3/8" = 1'-0"

ADVANCE TABCO

ADVANCE TABCO
ADVANCE TABCO NSF , UL 11 1/8" (W) X 36" (L)
800 FPM NEW
1500 FPM
NSF ,CSA 27,000BTUs 24"(W) X 24"(D) GRIDDLE PLATE
(*e)
GRIDDLE WOLF RANGE AGM24 NEW
46 OUTDOOR GAS PATIO HEATER SUNPACK S34-TSH CSA - 48"(L) X 8"(W) 34K BTUs NEW

23 35 02
38 1'-3"
(E)
9'-7"
3'-10"
3'-0"
107

SANITIZING/ WASHING AREA
02 35 35
38 9'-0"
37 WAITRESS STATION
01 35
37 06
24 22
(N) PREP. AREA
6"
6"
3506
18 243231352338
(N)

WAITRESS

STATION
3'-10"
104
34 0707
07 (N)

WAITRESS STATION
35 35
35 35
6'-4"
A-4.2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
(N) PARTIAL FLOOR PL.
(N) SANITIZING / WASHING AREA
SCALE: 3/8" = 1'-0"

SECTION A-A
(N) SANITIZING / WASHING AREA - ELEVATION
SCALE: 3/8" = 1'-0"

SECTION A-A
(N) PREP. AREA - ELEVATION
SCALE: 3/8" = 1'-0"
(N) PARTIAL FLOOR PL.
(N) PREP. AREA
SCALE: 3/8" = 1'-0"
(N) PARTIAL FLOOR PL.
(N) WAITRESS STATION
SCALE: 3/8" = 1'-0"

SECTION A-A
(N) WAITRESS STATION - ELEVATION
SCALE: 3/8" = 1'-0"

1 3 3 9 10 2'-10" 12'-2" 3'-10" 8'-0" 5'-0" 21'-0"
16'-0"
19'-6"
16'-0"
2'-0"
R2'-0"
2'-6"
4 3 2 1 16'-3" 13'-8" 11'-0"
23'-0"
3'-4"
A-5.0
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
A Scale:
(N) WEST ELEVATION
1/4"=1'-0"
B Scale:
(N) NORTH ELEVATION
1/4"=1'-0"

A B C D E
16'-0"
1'-4"
11'-0"
13'-0"
5'-0" 2'-0"
R2'-0"
R2'-0"
1'-6"
R2'-0"
1'-6" 2'-0"
14'-0" 2'-6"
1 2 3 4
23'-0"
21'-0"
16'-0"
R2'-0"
R2'-0"
2'-6"
1'-0" 4'-0" 2'-0"
A-5.1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
C Scale:
(N) EAST ELEVATION
1/4"=1'-0"
D Scale:
(N) SOUTH ELEVATION
1/4"=1'-0"

E D C B A
16'-0"
(N) COOKING AREA
9'-5" (N) LIQUOR STORAGE
(N) EMPLOYEE

RESTROOM
(N) OUTDOOR DINING (N) DINING AREA
(N) TORTILLA

STATION
10'-0"
1'-9"
7'-0"
11'-9"
4 3 2 1
2'-6"
(N) BAR AREA (N)

ENTRANCE

VESTIBULE
(N)

TORTILLA STATION
14'-0"
20'-6"
8'-11"
14'-0"
10'-8"
4'-3"
A-5.2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP:

PROJECT: TENANT IMPROVEMENT

RESTAURANT

S A N I S I D R O
2327 ROSEMEAD BLVD. EL MONTE, CA 91733
APN: 5281-018-001
2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414

MAR I SCOS

SAN ISIDRO

MEX I CANRESTAURANT
DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E SD E S I G NC O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB05-31-21 PC#1 PLANNING APPROVAL Scale:(N) SECTION A-A
1/4"=1'-0"
Scale:(N) SECTION B-B
1/4"=1'-0"

A P N : 5 2 8 1 - 0 1 8 - 0 0 1 LANDSCAPE
(E) DRIVEWAY

APPROACH
9366
(E) BUILDING
NO.4

AUTO REPAIR SHOP
861. SQ.FT.
(E) CH. LINK GATE
(E) CH. LINK FENCE

SIDEWALK SIDEWALK SIDEWALK

SIDEWALK SIDEWALK SIDEWALK
(E) PARKING LOT
(E) PARKING LOT
(E) BUILDING
NO.1
(N.I.S.)

COMMERCIAL
784. SQ.FT.
2317
(N.I.S.)
WM
WM
GM
POWER
POLE
(E) SIGNAGE
(E) DRAIN SWALE
(E) CATCH
BASIN
(E) CATCH
BASIN
(E) CATCH
BASIN
(E) TREE
(E) TREE
5'-0"
K I N G E R M A N S T .

CL CL CL
R
O
S
E
M
E
A
D
B
L
V
D . CL
50'-TO CL
CL CL
30'-0" TO CL

PL PL PL
PL
PL

PL PL PL
PL
(E) CH. LINK FENCE
(E) W.I GATE
(E) BUILDING NO.3

RESIDENTIAL
1,116. SQ.FT.
(N.I.S.)

LANDSCAPE
(E) DRIVEWAY

APPROACH
(E) DRIVEWAY

APPROACH
(E) ADJ. BLDG. N.I.S.
(E) ADJ. BLDG.

N.I.S.
(E) ADJ. BLDG.

N.I.S.

WM
(E) DRIVEWAY

APPROACH
WM
MAIN
ELEC
W/H
(E) WASTE & REFUSE
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
1 2
3 4
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING (N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) LANDSCAPING
(N) DRIVEWAY

APPROACH

SIDEWALK
NO

PARKING
(N) BENCH
(N) BENCH
(E) BUILDING
NO.2
(E) PARKING LOT
19'-6" 26'-0" 16'-0" 3'-0" 4'-6" 3'-4" 36'-1" 11'-11"
72'-4" 48'-0" 19'-9"
21'-6" 21'-0" 7'-4" 12'-5"
42'-6"
7'-5" 5'-4" 11'-11" 28'-3" 38'-6" 14'-2"
7'-11" 16'-0"
49'-10"
25'-11"
28'-0" 5'-0"
12'-9" 92'-9" 82'-10"
16'-10"
36'-0"
9'-0"
4'-10" 12'-11"
9'-0" 5'-7"
13'-2" 69'-8"
9'-0"
9'-0"
12'-0"
5'-0"
9'-0"
24'-0"
9'-0" 9'-0"
45'-0"
8'-10" 13'-7" 4'-0" 5'-6"
14'-0" 31'-10"
21"
15'-9"
15'-10"
18'-0"
18'-0"
18'-0" 26'-0" 18'-0"
20'-10"
7'-11"
9'-0"
5'-0"
9'-0"H.C. 35'-0"
13'-10"
48'-10"
11'-5" 5'-10" 2'-7" 14'-0" 37'-1" 14'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
90'-11"
110'-11 9'-2"
9'-0"
10'-3"
R14'-0"
3'-0" 7'-3"
16'-1" 8'-11"
14'-3"
33'-11"
3'-0"
9'-0"
18'-0"
5'-2"
9'-0"
18'-0"
9'-0"
9'-0"
9'-0"
4'-0"
15'-11"
24'-4" 6'-0"
28'-8" 11'-4" 4'-4"
9'-0"
9'-0"
91'-9"
(E) PARKING LOT
9'-6"
16'-0"
18'-0"
16'-0"
16'-0"
18'-0"
18'-0"
16'-0"
14'-0"
14'-0"
14'-0"
14'-0"
18'-0" 19" 12'-5"
= 2,638 SQ.FT.

VAN

ACCESSIBLE
HC

PARKING
NO

PARKING
(E) PARKING LOT
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44 45 46 47 48
49 50
51 52

WALKWAY WALKWAY WALKWAY
(E) RESTAURANT

TENANT IMPROVEMENT & REMODEL
NEW COMBINED = 4,553 SQ.FT.

NEW ADDITION
1, 728 SQ.FT.
(N) ADDITION
186. SQ.FT.
5'-0"
5'-0"
40'-0" REQUIRED TRIANGLE OF VISIBILITY 40'-0" MIN.
40'-0"
REQUIRED TRIANGLE OF VISIBILITY 40'-0"MIN
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.) (N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)

TRIANGLE OF VISIBILITY
(N) LANDSCAPING (TYP.)
(E) 6" CONC. CURB (R.O.W.)
(E) 6" CONC. CURB (R.O.W.)
18'-0"
5'-0"

A C C E S S I B L E P A T H O F T R A V E L

A C C E S S I B L E P A T H O F T R A V E L A C C E S S I B L E P A T H O F T R A V E L NO PARKING (N) COVERED
ENTRY
5'-7"
(N) 2-HR RATED WALL (FIRE SEPARATION)
4'-6"
2317
2321
2327
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
(N) TREE
PL
PL
PL
(N) GREASE

INTERCEPTOR
(UNDERGROUND)
3'-0"
24"
3'-0"
24"

A C C E S S I B L E P A T H O F T R A V E L
MAIN
ELEC
W/H
69'-8"
9'-0"
12'-0"
5'-0"
9'-0"
8'-10" 13'-7" 4'-0" 5'-6"
14'-0" 31'-10"
18'-0"
20'-10"
24'-4"
11'-4"
14'-0"
18'-0"
3'-0"

VAN ACCESSIBLE
3'-0"
(N) 2-HR RATED WALL (FIRE SEPARATION)
4'-6"
3'-0"
NO

PARKING
24"
9366
(E) BUILDING
NO.4

AUTO REPAIR SHOP
861. SQ.FT.

SIDEWALK
(N.I.S.)
(E) DRAIN SWALE
(E) CATCH
BASIN
(N) LANDSCAPING
1 2
3 4
(N) DRIVEWAY

APPROACH
18'-0" 26'-0" 7'-11" 9'-0" 5'-0" 9'-0" H.C. 35'-0" 13'-10" 48'-10" (E) PARKING LOT 52 (N) 6" CONC. CURB (TYP.) (N) 6" CONC. CURB (TYP.)
(N) 6" CONC. CURB (TYP.)
3'-0"
3'-0"
5'-0"

A C C E S S I B L E P A T H O F T R A V E L NO PARKING
(N) TREE
3'-0"
24"
A-6.0
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
N
(N)ADA PARKING STALL
SCALE: 1/4" = 1'-0" (ENLARGE VIEW)
N
(N) SITE PLAN -

ADA ACCESSIBLE
SCALE: 1/8" = 1'-0"
(N)ADA PARKING STALL
SCALE: 1/4" = 1'-0" (ENLARGE VIEW)
N

G G 11'-0"
(N) PREP. AREA
(E) WASHING/

SANITIZING AREA
(N) COOKING AREA
(E) STORAGE
(E)WALKING COOLER
(E)WALKING FREEZER
(N) BAR
(N) BAR DINING
AREA
(N) WAITRESS

STATION
(N) MALE

RESTROOM
(N) WOMEN

RESTROOM
(N) OFFICE
(N) LIQUOR

STORAGE
(N) WAITING
AREA
(N) COVERED PATIO

OUTDOOR DINING
AREA
(N) DINING AREA
(N) HOST.
(N)

EMPLOYEE
RESTRM.
56" MIN.
3'-0"
5'-0" 48" MIN.
3'-4"
6'-2"
56" MIN.
5'-0"
3'-0"
5'-0"

ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL

VESTIBULE
(N) ENTRANCE

VESTIBULE
30"
48"
1'-7"
60" MIN.
19"
MIN.

EXIT
EXIT
EXIT
POS
POS
POS
POS
3'-4"3'-0"
48"
30" 30"
48"

ACCESSIBLE PATH OF TRAVEL
EXIT
4'-0"
3'-4"
3'-0"
2'-5" 1'-6"
1'-6"
2'-0"
2'-0" 2'-11"
5'-1"
A-6.1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL

FIRE DEPARTMENT GENERAL NOTES
KEY

1. VEHICULAR FIRE ACCESS SHOULD BE INSTALLED AND MAINTAINED IN A SERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION PER - CFC 501.4.

2. BUILDING ADDRESS NUMBER SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL BE A MINIMUM OF 4" INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. PER - CFC 505.

3. EGRESS DOORS SHALL BE READILY OPEN ABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. CBC 1008.1.8.

4. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL.

CBC 1006.

5. PORTABLE FIRE EXTINGUISHER REQUIREMENT SHALL BE INSTALLED IN LOCATIONS AS REQUIRED BY CFC 906.

6. NO FRAMING OR T-BAR APPROVALS WILL BE GRANTED WITHOUT THE FIRE DEPARTMENT APPROVAL FOR THE FIRE SPRINKLERS.

7. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL AT ALL ENTRANCES PER. CBC 1117B.5.8.1. SIGN SHALL COMPLY WITH CBC 1117B.5.8.1.1. SIGN SHALL BE LOCATED ADJACENT TO THE LATCH SIDE OF THE SINGLE DOOR AND RIGHT SIDE OF THE DOUBLE DOORS 60" ABOVE FLOOR FINISH PER CBC 1117B.5.8.1.2.

8. PROVIDE THE TACTILE EGRESS SIGNAGE COMPLYING SECTION CBC SECTION 11177B.5 PER CBC1011.3.

9. PROVIDE PANIC HARDWARE FOR DOORS PER. CBC 1008.1.9.

10. ALL DOORS HARDWARE SHALL BE A LEVER TYPE OF HARDWARE.

ACCESSIBILITY PLAN NOTES: (REFER TO ADA-1,2 & 3)
KEY

1. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL AT ALL ENTRANCES PER. SECTION 11B 703 SIGN SHALL COMPLY WITH CBC SECTIONS 11B . SIGN SHALL BE LOCATED ADJACENT TO THE LATCH SIDE OF THE SINGLE DOOR AND RIGHT SIDE OF THE DOUBLE DOORS 60" ABOVE FLOOR FINISH PER SECTION 11B PROVIDE THE TACTILE EGRESS SIGNAGE COMPLYING SECTION CBC SECTION 11B-703.4.2

2. EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS TRAVEL THAT IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS SHALL BE MARKED BY AN APPROVED " EXIT" SIGN THAT IS

READILY VISIBLE ROM ANY DIRECTION OF EGRESS TRAVEL BY BEING INTERNALLY OR EXTERNALLY ILLUMINATED CBC 1011.

3. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY TACTILE EXIT SIGN WITH THE WORD "EXIT" CBC SECTION 1011.3

4. INTERNATIONAL SYMBOL OF ACCESSIBILITY REQUIRED AT ALL ACCESSIBLE ENTRANCES , CIRCLE AND TRIANGLE SYMBOLS ON TOILET ROOM DOORS PER CBC 11B-T24.

WALL MOUNTED TACTILE

SIGNAGE (SEE SIGN
REQUIREMENT NOTES).

1. EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT".

2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF

AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE"

3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT"

4. LETTERS ON SIGNS ARE RAISED 1
32" SANS SERIF UPPERCASE CHARACTERS AND ARE
ACCOMPANIED BY GRADE-2 BRAILLE.

5. RAISED CHARACTERS ARE BETWEEN 5/8" AND 2" HIGH.

6. BRAILLE DOTS ARE RAISED A MINIMUM OF 1/40 ABOVE THE BACKGROUND CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.

7. CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND.

8. LETTERS ON SIGNS HAVE A WIDTH -TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT BETWEEN 1:5 AND 1:10.

9. SIGNS ARE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. PREFERABLY ON THE RIGHT).

10. MOUNTING HEIGHT IS 60" MAX. FROM THE FINISHED FLOOR TO THE TOP OF THE SIGN.

11. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE

WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.

SIGN REQUIREMENT NOTES:

LETTERING RAISED 1/32"

FROM SIGN BACKGROUND

LETTERS AND NUMBERS SHALL BE
AT-LEAST 5/8" HIGH, BUT NO HIGHER THAN
2" LETTERS AND NUMBERS SHALL BE UPPER
CASE, SANS SERIF TYPE COLOR WHITE.

SIGN BACKGROUND COLOR:

EGGSHELL MATTE - NON GLARE FINISH
CORRESPONDING GRADE-2
BRAILLE REFER TO "SIGN
REQUIREMENT NOTES: FOR

ADDITIONAL INFORMATION
EXIT

TO EXIT

EXIT ROUTE
EXIT
EXIT
600 - TACTILE EXIT SIGNAGE
SCALE: NTS
N

ADA ACCESSIBLE PLAN
SCALE: 1/4" = 1'-0"
MIN"
19"
34" MAX.
27" MIN.

PER CBC 11B-306.3.1
REFER TO ADA-1

KNEE & TOE

CLEARANCE
60" MIN. CLEAR
PER CBC 11B-305 REFER TO ADA-1

CLEAR FLOOR OR GROUND
34"
MIN"
8"
34" MAX.
29" MIN.

PER CBC 11B-606.5

LAVATORY TAILPIPE AND

HOT WATER LINES SHALL

BE INSULATED OR
COVERED .
25" MAX"
27" MIN.
11"
MAX"
9'" MIN.

DETAIL - D01
11B-206.2.5 RESTAURANTS, CAFETERIAS, BANQUET FACILITIES AND BARS. IN RESTAURANTS, CAFETERIAS, BANQUET

FACILITIES, BARS, AND SIMILAR FACILITIES, AN ACCESSIBLE

ROUTE SHALL BE PROVIDED TO ALL FUNCTIONAL AREAS,
INCLUDING RAISED OR SUNKEN AREAS, AND OUTDOOR AREAS.

DETAIL - D02

LAVATORY BAR

ENTRANCE DOOR

24" MIN.
19" MIN.
9 1
2 " 9'-0"
12"
MAX 42" MIN.
48"
33" - 36"
17"
WOMEN'S RESTROOM 34" MAX
40" MAX
29" MIN.
27" MIN.
34" MAX
40" MAX
29" MIN.
27" MIN.
6'-2"
6" 7'-0"
40" MAX
(N) MALE

RESTROOM
(N) WOMEN

RESTROOM VESTIBULE
24" MIN.
19" MIN.
9 1
2 " 33" MIN.
9'-0"
12"
42" MIN. MAX
24" MIN.
48"
33" - 36"
17"

WOMEN'S RESTROOM
6'-2"
6" 7'-0"
10"
MIN.
40"
MAX.
9'-0"
MEN'S RESTROOM17" MAX 44" MAX
30" MIN CLEAR SPACE
17" MAX
44" MAX
30" MIN CLEAR SPACE
17" MAX
44" MAX
VESTIBULE 30" MIN CLEAR SPACE 6'-8"
36" MIN.
33" - 36"
17"-19"
44" MAX
9"-12"
1'-6"
34" MAX
40" MAX
29" MIN.
27" MIN.
34" MAX
40" MAX
29" MIN.
27" MIN.
1'-8"
9'-0"

MEN'S RESTROOM

VESTIBULE
6" 7'-0"
5'-0"
10"
MIN.
40"
MAX.

A-6.2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
SECTION W-1
SCALE: 1/2" = 1'-0"
SECTION W-2
SCALE: 1/2" = 1'-0"
SECTION M-2
SCALE: 1/2" = 1'-0"
SECTION M-1
SCALE: 1/4" = 1'-0"
(N) ENLARGED RESTROOM PLAN
SCALE: 1/2" = 1'-0"

FIGURE 11B-302.2

CARPET PILE HEIGHT
A. APPLICATION AND ADMINISTRATION

1. ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED

BUILDINGS AND FACILITIES AND ALTERED PORTIONS OF EXISTING

BUILDINGS AND FACILITIES SHALL COMPLY WITH THESE
REQUIREMENTS. THESE REQUIREMENTS APPLY TO TEMPORARY
AND PERMANENT BUILDINGS AND FACILITIES. §11B-201

2. WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE

CONTAINS MORE THAN ONE USE, EACH PORTION SHALL

COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT
USE. §11B-201.2

3. EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL

COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION
AND SHALL COMPLY WITH 11B-202.4 PATH OF TRAVEL
REQUIREMENTS. §11B-202.2

4. EACH EXISTING ELEMENT OR SPACE THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 2,
INCLUDING 11B-202.4 PATH OF TRAVEL REQUIREMENTS UNLESS

THE BUILDING OFFICIAL DETERMINES COMPLIANCE WITH

APPLICABLE REQUIREMENTS IS TECHNICALLY INFEASIBLE

AND THE ALTERATION COMPLIES WITH THE REQUIREMENTS TO THE

MAXIMUM EXTENT FEASIBLE OR PROVIDES EQUIVALENT
FACILITATION. §11B-202.3

5. ALTERATIONS ARE TECHNICALLY INFEASIBLE WHEN THEY HAVE

LITTLE LIKELIHOOD OF BEING ACCOMPLISHED BECAUSE THE

EXISTING STRUCTURAL CONDITIONS REQUIRE THE REMOVAL OR

ALTERATION OF A LOAD-BEARING MEMBER THAT IS AN ESSENTIAL

PART OF THE STRUCTURAL FRAME, OR BECAUSE OTHER EXISTING

PHYSICAL OR SITE CONSTRAINTS PROHIBIT MODIFICATION OR

ADDITION OF ELEMENTS, SPACES, OR FEATURES THAT ARE IN FULL

AND STRICT COMPLIANCE WITH THE MINIMUM REQUIREMENTS FOR

NEW CONSTRUCTION AND WHICH ARE NECESSARY TO PROVIDE
ACCESSIBILITY. §11B-202

6. EQUIVALENT FACILITATION EXISTS WHEN DESIGNS, PRODUCTS,

OR TECHNOLOGIES, AS ALTERNATIVES TO THOSE PRESCRIBED,

RESULT IN SUBSTANTIALLY EQUIVALENT OR GREATER
ACCESSIBILITY AND USABILITY. §11B-202

7. ALTERATIONS SHALL NOT DECREASE OR HAVE THE EFFECT OF

DECREASING THE ACCESSIBILITY OF A BUILDING OR FACILITY

BELOW THE REQUIREMENTS FOR NEW CONSTRUCTION AT THE TIME OF THE ALTERATION. §11B-202.3.1

8. IF ALTERATIONS OF SINGLE ELEMENTS, WHEN CONSIDERED

TOGETHER, AMOUNT TO AN ALTERATION OF A ROOM OR SPACE IN A

BUILDING OR FACILITY, THE ENTIRE ROOM OR SPACE SHALL BE MADE ACCESSIBLE. §11B-202.3.3

9. WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING

BUILDINGS OR FACILITIES, AN ACCESSIBLE PATH OF TRAVEL TO THE

SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE PROVIDED UNLESS OTHERWISE EXEMPT. §11B-202.4

10. PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE A
PRIMARY ENTRANCE TO THE BUILDING OR FACILITY; TOILET AND BATHING FACILITIES SERVING THE AREA; DRINKING FOUNTAINS SERVING THE AREA; PUBLIC TELEPHONES SERVING THE AREA, AND SIGNS. §11B-202.4

11. WHEN THE ADJUSTED CONSTRUCTION COST IS LESS THAN OR EQUAL TO THE CURRENT VALUATION THRESHOLD ($________), THE

COST OF COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF
TRAVEL REQUIREMENTS IS LIMITED TO 20 PERCENT OF THE

ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL

REPAIRS OR ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE PRECEDING THREE-YEAR PERIOD. §11B-202.4

12. ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL

REPAIRS OR ADDITIONS DOES NOT INCLUDE THE COST OF
ALTERATIONS TO PATH OF TRAVEL ELEMENTS. §11B-202.4

13. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE,

PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL
PROVIDE THE GREATEST ACCESS IN THE FOLLOWING ORDER:
(1) AN ACCESSIBLE ENTRANCE; (2) AN ACCESSIBLE ROUTE TO THE ALTERED AREA; (3) AT LEAST ONE ACCESSIBLE RESTROOM FOR
EACH SEX;(4) ACCESSIBLE TELEPHONES;
(5) ACCESSIBLE DRINKING FOUNTAINS; AND (6) WHEN

POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS
PARKING, STORAGE AND ALARMS. §11B-202.4

14. WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE
CURRENT VALUATION THRESHOLD ($________) AND THE BUILDING

OFFICIAL DETERMINES THE COST OF COMPLIANCE WITH THE

PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN

UNREASONABLE HARDSHIP, COMPLIANCE SHALL BE PROVIDED

EITHER BY EQUIVALENT FACILITATION OR TO THE GREATEST EXTENT POSSIBLE WITHOUT CREATING AN UNREASONABLE HARDSHIP.
§11B-202.4

15. WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE
CURRENT VALUATION THRESHOLD ($________) AND THE BUILDING

OFFICIAL DETERMINES THE COST OF FULL COMPLIANCE WITH THE

PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN

UNREASONABLE HARDSHIP, THE COST OF PARTIAL COMPLIANCE
MUST EQUAL OR EXCEED 20 PERCENT OF THE ADJUSTED

CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR

ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE
PRECEDING THREE YEAR PERIOD. §11B-202.4

16. WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE
CURRENT VALUATION THRESHOLD ($________) AND THE BUILDING

OFFICIAL DETERMINES THE COST OF FULL COMPLIANCE WITH THE

PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN
UNREASONABLE HARDSHIP, THE BUILDING OFFICIAL’S FINDINGS AND

DETERMINATION OF UNREASONABLE HARDSHIP MUST BE RATIFIED BY AN APPEALS PROCESS. §11B-202.4

17. UNREASONABLE HARDSHIP EXISTS WHEN THE SPECIFIC WORK

OF THE PROJECT AFFECTED BY THE BUILDING STANDARD IS

INFEASIBLE BASED ON THE COST OF PROVIDING ACCESS, COST OF

CONSTRUCTION CONTEMPLATED, IMPACT OF PROPOSED

IMPROVEMENTS ON FINANCIAL FEASIBILITY OF THE PROJECT,

NATURE OF THE ACCESSIBILITY WHICH WOULD BE GAINED OR LOST,

NATURE OF THE USE OF THE FACILITY UNDER CONSTRUCTION AND ITS AVAILABILITY TO PERSONS WITH DISABILITIES. §11B-202

18. ALTERATIONS TO A QUALIFIED HISTORIC BUILDING OR FACILITY SHALL COMPLY WITH CHAPTER 11B UNLESS IT WILL THREATEN OR

DESTROY THE HISTORICAL SIGNIFICANCE OR CHARACTER-DEFINING FEATURES OF THE BUILDING OR PROPERTY. IN THOSE CASES,

ALTERNATIVE PROVISIONS SHALL BE APPLIED ON AN ITEM-BY-ITEM

OR CASE-BY-CASE BASIS WITH SUFFICIENT WRITTEN
DOCUMENTATION. §11B-202.5, SHBC 8-602

19. PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE

WORKING CONDITION THOSE FEATURES OF FACILITIES AND

EQUIPMENT THAT ARE REQUIRED TO BE ACCESSIBLE TO AND
USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR

TEMPORARY INTERRUPTIONS IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE OR REPAIRS SHALL BE PERMITTED. §11B-108

20. WHERE THE REQUIRED NUMBER OF ELEMENTS OR FACILITIES

TO BE PROVIDED IS DETERMINED BY CALCULATIONS OF RATIOS OR

PERCENTAGES AND REMAINDERS OR FRACTIONS RESULT, THE NEXT

GREATER WHOLE NUMBER OF SUCH ELEMENTS OR FACILITIES
SHALL BE PROVIDED. §11B-104.2

21. WHERE THE DETERMINATION OF THE REQUIRED SIZE OR

DIMENSION OF AN ELEMENT OR FACILITY INVOLVES RATIOS OR

PERCENTAGES, ROUNDING DOWN FOR VALUES LESS THAN
ONE HALF SHALL BE PERMITTED. §11B-104.2

FLOOR OR GROUND SURFACES

1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. §11B-302.1

2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND

SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP,

TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE
TEXTURE. PILE HEIGHT SHALL BE ½ INCH MAXIMUM. §11B-302.2, FIGURE 11B-302.2

3. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR

SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 11B-303 CHANGES IN LEVEL. §11B-302.2

4. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN ½ INCH IN DIAMETER.

ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG

DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. §11B-302.3, FIGURE 11B-302.3

CHANGES IN LEVEL

5. VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE ¼ INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT.

CHANGES IN LEVEL GREATER THAN ¼ INCH AND NOT EXCEEDING ½

INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. §11B-303, FIGURES 11B-303.2 & 11B-303.3

6. CHANGES IN LEVEL GREATER THAN ½ INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE. §11B-303

7. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL

DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN

WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE
IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT

ABOVE THE WALK OR SIDEWALK SURFACE OR BY GUARDS OR
HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK.

THESE REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR
SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. §11B- 303.5

TURNING SPACE

8. TURNING SPACES SHALL MEET THE REQUIREMENTS OF 11B-302

FLOOR OR GROUND SURFACES EXCEPT THAT CHANGES IN LEVEL
ARE NOT PERMITTED. TURNING SPACES SHALL BE EITHER CIRCULAR OR T-SHAPED. DOORS MAY SWING INTO TURNING SPACES. §11B-304

9. CIRCULAR TURNING SPACES SHALL BE A SPACE OF 60 INCHES

DIAMETER MINIMUM AND MAY INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE CLEARANCE. §11B-304.3.1

10. T-SHAPED TURNING SPACES SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. §11B-304.3.2, FIGURE 11B-304.3.2

11. T-SHAPED TURNING SPACES MAY INCLUDE KNEE AND TOE
CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. §11B-304.3.2

CLEAR FLOOR OR GROUND SPACE

12. CLEAR FLOOR OR GROUND SPACES SHALL MEET THE
REQUIREMENTS OF 11B-302 FLOOR OR GROUND SURFACES AND

SHALL NOT HAVE CHANGES IN LEVEL EXCEPT FOR SLOPES NOT
STEEPER THAN 1:48 (2.083%). §11B-305

13. CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM. §11B-305.3, FIGURE 11B-305.3

14. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR

GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. §11B-305.6

15. CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR

EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT
UNLESS OTHERWISE SPECIFIED. §11B-305.5, FIGURE 11B-305.5

16. CLEAR FLOOR OR GROUND SPACE MAY INCLUDE KNEE AND
TOE CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE
CLEARANCE UNLESS OTHERWISE SPECIFIED. §11B- 305.4

17. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM IF THEIR DEPTH EXCEEDS 24 INCHES AND THEY PROVIDE CLEAR FLOOR OR GROUND SPACE FOR A FORWARD APPROACH. §11B-305.7, FIGURE 11B-305.7.1

18. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM IF THEIR DEPTH EXCEEDS 15 INCHES AND THEY PROVIDE CLEAR FLOOR OR GROUND SPACE FOR A PARALLEL APPROACH. §11B-305.7, FIGURE 11B-305.7.2 30" MIN.
(b) PARALLEL
30" MIN.
48" MIN.
(b) FOWARD
FIGURE 11B305.3
30" MIN.
48" MIN.

KNEE AND TOE CLEARANCE

19. FOR LAVATORIES AND BUILT-IN DINING AND WORK SURFACES

REQUIRED TO BE ACCESSIBLE, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9 INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF 19 INCHES MINIMUM. §11B-306.2.1

20. FOR ELEMENTS REQUIRED TO PROVIDE TOE CLEARANCE OTHER

THAN LAVATORIES AND BUILT-IN DINING AND WORK SURFACES, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9

INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF 17 INCHES MINIMUM UNDER ELEMENTS REQUIRED TO BE ACCESSIBLE. §11B-306.2.3

21. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE
AVAILABLE KNEE CLEARANCE AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE.
§11B-306.2.4

22. TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM UNDER
LAVATORIES FOR TOILET AND BATHING FACILITIES AND 25 INCHES MAXIMUM UNDER OTHER ELEMENTS. §11B- 306.2.2

23. AT LAVATORIES IN TOILET AND BATHING FACILITIES, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND INCREASING TO 29 INCHES HIGH MINIMUM

ABOVE THE FINISH FLOOR OR GROUND AT THE FRONT EDGE OF A

COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL MOUNTED LAVATORY FIXTURE. §11B-306.3.3, FIGURE
11B-306.3(C)

24. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF AT LEAST 19 INCHES. §11B-306.3

25. FOR ELEMENTS REQUIRED TO PROVIDE KNEE CLEARANCE EXCEPT

LAVATORIES IN TOILET AND BATHING FACILITIES AND DINING AND WORK SURFACES, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-306.3, FIGURE 11B-306.3(A)

26. EXCEPT FOR DINING AND WORK SURFACES, KNEE CLEARANCE MAY REDUCE AT A RATE OF 1 INCH IN DEPTH FOR EACH 6 INCHES BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-306.3.4, FIGURE 11B-306.3

27. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND.
§11B-306.3.2

PROTRUDING OBJECTS

28. EXCEPT FOR HANDRAILS, OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND LESS THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE NO MORE THAN 4 INCHES
HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS MAY
PROTRUDE 4½ INCHES MAXIMUM. §11B-307.2, FIGURE 11B-307.2

29. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS
SHALL OVERHANG CIRCULATION PATHS NO MORE THAN 12 INCHES WHEN LOCATED FROM 27 TO 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-307.3, FIGURE 11B-307.3(A)

30. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. §11B-307.5

31. LOWEST EDGE OF A SIGN OR OTHER OBSTRUCTION, WHEN

MOUNTED BETWEEN POSTS OR PYLONS SEPARATED WITH A CLEAR
DISTANCE GREATER THAN 12 INCHES, SHALL BE LESS THAN 27
INCHES OR MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-307.3, FIGURE 11B-307.3(B)

32. EDGE OF SIGNS OR OTHER OBJECTS, WHEN MOUNTED ON POSTS OR PYLONS WITH THEIR BOTTOM EDGES LESS THAN 80 INCHES

ABOVE THE FLOOR OR GROUND SURFACE, SHALL BE ROUNDED OR
EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF ⅛
INCH. §11B-307.3.1

33. VERTICAL CLEARANCE SHALL BE AT LEAST 80 INCHES HIGH ON

CIRCULATION PATHS EXCEPT AT DOOR CLOSER AND DOOR STOPS, WHICH MAY BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-307.4

34. GUARDRAILS OR OTHER BARRIERS WITH A LEADING EDGE
LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR

GROUND SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE ON CIRCULATION PATHS IS LESS THAN 80 INCHES HIGH. §11B-307.4, FIGURE 11B-307.4

35. WHERE A GUY SUPPORT IS USED PARALLEL TO A CIRCULATION

PATH, INCLUDING BUT NOT LIMITED TO SIDEWALKS, A GUY BRACE,

SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION. §11B-307.4

REACH RANGES

36. ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED

BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING

AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING

AND VENTILATING EQUIPMENT SHALL BE LOCATED WITHIN
ALLOWABLE REACH RANGES. LOW REACH SHALL BE MEASURED TO

THE BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE
MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.1

37. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30

AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES
SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES. LOW

REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX

AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.2

AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES
SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES. LOW REACH

SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND
HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.2

38. HIGH FORWARD REACH THAT IS UNOBSTRUCTED SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15

INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND
§11B-308.2.1, FIGURE 11B-308.2.1

39. HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES OR LESS AND 44 INCHES MAXIMUM WHERE THE REACH DEPTH EXCEEDS 20 INCHES. HIGH FORWARD
REACH SHALL NOT EXCEED 25 INCHES IN DEPTH. §11B-308.2.2, FIGURE 11B-308.2.2

40. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE

CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A

DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. §11B-308.2.2

41. HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR

WHERE THE SIDE REACH IS UNOBSTRUCTED OR THE DEPTH OF ANY OBSTRUCTION DOES NOT EXCEED 10 INCHES. §11B-308.3.1, FIGURE 11B-308.3.1

42. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND WHERE THE HIGH SIDE REACH IS OVER AN OBSTRUCTION MORE THAN 10 INCHES BUT NOT MORE THAN 24 INCHES IN DEPTH. §11B-308.3.2, FIGURE 11B-308.3.2

43. OBSTRUCTIONS FOR HIGH SIDE REACH SHALL NOT EXCEED
34 INCHES IN HEIGHT AND 24 INCHES IN DEPTH. §11B-308.3.2, FIGURE 11B-308.3.2

44. OBSTRUCTED HIGH SIDE REACH FOR THE TOP OF WASHING
MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B-308.3.2

45. OBSTRUCTED HIGH SIDE REACH FOR THE OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM

MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE
FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. §11B-308.3.2

OPERABLE PARTS

46. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE

ROUTES, AND INACCESSIBLE ROOMS AND SPACES SHALL BE

PROVIDED A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH
11B-305 CLEAR FLOOR OR GROUND SPACE AND BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 11B-308 REACH RANGES. §11B-309.2

47. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND

SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. §11B-309.4

48. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE

VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON
EXISTING CURBS. §11B-308.3.2

49. CLEATS AND OTHER BOAT SECUREMENT DEVICES SHALL NOT BE

REQUIRED TO COMPLY WITH ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308 REACH RANGES. §11B-205.1

50. ELEMENTS THAT ARE EXEMPT FROM ALL REQUIREMENTS FOR

OPERABLE PARTS REQUIREMENTS INCLUDE ELECTRICAL OR
COMMUNICATION RECEPTACLES SERVING A DEDICATED USE; FLOOR ELECTRICAL RECEPTACLES; HVAC DIFFUSERS, EXERCISE MACHINES

AND EXERCISE EQUIPMENT AND THOSE OPERABLE PARTS INTENDED FOR USE ONLY BY SERVICE OR MAINTENANCE PERSONNEL.
§11B-205.1

51. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS

ARE PROVIDED FOR A SINGLE ELEMENT, ONE CONTROL IN EACH
SPACE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309 OPERABLE PARTS. §11B-205.1
C. ACCESSIBLE ROUTES

1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN

THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE
PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS;

AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE
ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE. §11B-206.2.1 (SEE EXCEPTIONS)

2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE

BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. §11B-206.2.2 (SEE

EXCEPTION)

3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN MULTI-STORY BUILDINGS AND FACILITIES.
§11B-206.2.3 (SEE EXCEPTIONS)

4. IN ALTERATIONS AND ADDITIONS, WHERE AN ESCALATOR OR STAIR

IS PROVIDED WHERE NONE EXISTED PREVIOUSLY AND MAJOR

STRUCTURAL MODIFICATIONS ARE NECESSARY FOR THE

INSTALLATION, AN ACCESSIBLE ROUTE SHALL BE PROVIDED
BETWEEN THE LEVELS SERVED BY THE ESCALATOR OR STAIR.
§11B-206.2.3.1 (SEE EXCEPTIONS)

5. IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS ARE REQUIRED BY 11B-206.2.3 MULTI-STORY BUILDINGS AND FACILITIES, AND WHICH EXCEED 10,000 SQUARE FEET ON ANY FLOOR, AN

ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH STAIR AND EACH ESCALATOR. §11B-206.2.3.2

6. IN EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET ON ANY FLOOR AND IN WHICH ELEVATORS ARE REQUIRED BY 11B-206.2.3

MULTI-STORY BUILDINGS AND FACILITIES, WHENEVER A NEWLY

CONSTRUCTED MEANS OF VERTICAL ACCESS IS PROVIDED VIA

STAIRS OR AN ESCALATOR, AN ACCESSIBLE MEANS OF VERTICAL

ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH NEW STAIR OR ESCALATOR.
§11B-206.2.3.2

7. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE

BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES

AND ELEMENTS WITHIN THE BUILDING OR FACILITY, INCLUDING

MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A
CIRCULATION PATH. §11B-206.2.4 (SEE EXCEPTIONS)

8. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATHS. WHERE

CIRCULATION PATHS ARE INTERIOR, REQUIRED ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR; AN ACCESSIBLE ROUTE SHALL NOT PASS

THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR

OTHER SPACES USED FOR SIMILAR PURPOSES, EXCEPT AS
PERMITTED BY CHAPTER 10. §11B-206.3 SECURITY BARRIERS,

INCLUDING BUT NOT LIMITED TO, SECURITY BOLLARDS AND

SECURITY CHECK POINTS, SHALL NOT OBSTRUCT A REQUIRED
ACCESSIBLE ROUTE OR ACCESSIBLE MEANS OF EGRESS. §11B-206.8 (SEE EXCEPTION)
E. PLATFORM LIFTS SHALL BE PERMITTED TO CONNECT LEVELS

WITHIN TRANSIENT LODGING GUEST ROOMS REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH 11B-806.2 GUEST ROOMS

WITH MOBILITY FEATURES OR RESIDENTIAL DWELLINGS UNITS

REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH
11B-809.2 TROUGH 11B-809.4 AND ADAPTABLE FEATURES
COMPLYING WITH CHAPTER 11A DIVISION IV. †%
F. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE

ACCESSIBLE ROUTES TO LOAD AND UNLOAD AREAS SERVING
AMUSEMENT RIDES †11B-206.7.7
G. PLATFORM LIFTS SHALL BE PERMITTED TO ACCESSIBILITY

TO PLAY COMPONENTS OR SOFT CONTAINED PLAY
STRUCTURES †11B-206.7.8
H. PLATFORM LIFT SHALL BE PERMITTED TO PROVIDE TO

TEAM OR PLAYERS SEATING AREAS SERVING AREAS OF SPORT
ACTIVITY. †11B-206.7.8
I. PLATFORM LIFT SHALL BE PERMITTED TO PROVIDE

ACCESSIBILITY ROUTES TO TEAM OR PLAYER SEATING SERVING
AREAS OF SPORT ACTIVITY. †11B-206.7.9
J. FOR RECREATIONAL BOATING FACILITIES AND FISHING

PIERS AND PLATFORM LIFTS SHALL BE PERMITTED TO BE USED

INSTEAD OF GANGWAYS THAT ARE PART OF ACCESSIBLE

ROUTES SERVING RECREATIONAL BOATING FACILITIES
AND FISHING PIERS AND PLATFORMS.†11B-206.7.10

54. THE CLEAR SIDE FOR SIDEWALKS AND WALKS SHALL BE 48
INCHES MINIMUM. †%EXCEPTION 3

55. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES MINIMUM IF IF SERVING ELEMENTS ON BOTH SIDES. †%

56. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN
AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE,
CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING
THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES
MINIMUM LEAVING THE TURN. †%

57. FOR PASSING SPACES AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDING PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM PASSING SPACES SHALL BE
EITHER A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM; OR,

AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A
T-SHAPED SPACE COMPLYING WITH 11B-304.3.2 T-SHAPED SPACE WHERE THE BASE AND THE ARM OF T-SHAPED SPACE EXTEND 48
INCHES MINIMUM BEYOND THE INTERSECTION. †% 

58. WHERE HANDRAILS ARE PROVIDED ALONG WALKING
SURFACES WITH RUNNING SLOPES NOT STEEPER THAN 1:20 (5%)

THEY SHALL COMPLY WITH HANDRAIL REQUIREMENTS OF
11B-505 HANDRAILS †%

59. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE
RESTING AREAS 5 FEET IN LENGTH, AT INTERVALS OF 400 FEET MAXIMUM. THE RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM

DOORS , DOORWAYS AND GATES

60. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN
ACCESSIBLE ROUTE SHALL COMPLY WITH 11B-404.1 DOORWAY
AND GATES MANUAL DOORS AND DOORWAYS AN MANUAL GATES.
†%

61. MANUAL DOORS AN DOORWAYS AN MANUAL GATES INTENDED
FOR USE PASSAGE SHALL COMPLY WITH 11B-404.2 DOORS, DOOR WAYS AND GATES.†%

62. REVOLVING DOORS, REVOLVING GATES AND TURNSTILES
SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.†%

63. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH
TWO LEAVES SHALL COMPLY WIT 11B=404.2.3 CLEAR WIDTH AND 11B-404.2.4 MANEUVERING CLEARANCES †%

63. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32
INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH

SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR
OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES.
§11B-404.2.3

64. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES
SHALL COMPLY WITH 11B-404.2.4 MANEUVERING CLEARANCES.

MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE

DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE
CLEARANCE. §11B-404.2.4 63. SWINGING DOORS AND GATES SHALL

HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE
11B-404.2.4.1. §11B-404.2.4.1

65. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING
CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1.
§11B-404.2.4.1

66. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS

OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE
MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.2. §11B-404.2.4.2

68. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL
BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8

INCHES BEYOND THE FACE OF THE DOOR, MEASURED
PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. †%

69. FLOOR OR GROUND SURFACE WITHIN REQUIRED
MANEUVERING CLEARANCES SHALL COMPLY WITH11B-302
FLOOR OR GROUND SURFACES. CHANGES IN LEVEL ARE NOT
PERMITTED AT DOOR LANDINGS. †%

70. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ½ INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL
AT DOORWAYS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND
SURFACES AND 11B-303 CHANGES IN LEVEL §11B-404.2.5.
73 DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH THE
FOLLOWING:

A. DOOR CLOSER AND GATE CLOSER SHALL BE ADJUSTED
SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME
REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. †%
B. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO
THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR
GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS
MINIMUM. †%
74 THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR
GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:
†%

A. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM.

B. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM.

C. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE

ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

D. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM
75 SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF

THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE

A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESESURFACES SHALL BE WITHIN 1/16 INCH OF THE

SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE
CAPPED. †%

76. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR

GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT

VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT
LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM ABOVE
THE FINISH FLOOR. †%

77. FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH
ANSI/BHMA A156.10. LOW-ENERGY AND POWER ASSISTED DOORS
SHALL COMPLY WITH ANSI/BHMA A156.19. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH THE FOLLOWING:†% A. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32
INCHES MINIMUM IN POWER-ON AND POWER-OFF MODE. THE

MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A

DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF
32 INCHES WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. †%

PARKING SPACES

1. WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE

PARKING SPACES SHALL BE PROVIDED IN NUMBER AND KIND
REQUIRED PER SECTION 11B-208 PARKING SPACES†%

2. PROVIDE ( ) ACCESSIBLE PARKING SPACES AS REQUIRED BY 7$%/(%†%(SEE EXCEPTIONS)

3. PROVIDE ACCESSIBLE SPACES FOR EACH PARKING FACILITY
(PARKING LOTS AND PARKING STRUCTURES). THE NUMBER OF

PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE
CALCULATED SEPARATELY FOR EACH PARKING FACILITY; THE

REQUIRED NUMBER IS NOT BASED ON THE TOTAL NUMBER OF

PARKING SPACES PROVIDED IN ALL OF THE PARKING FACILITIES PROVIDED ON SITE. †%

4. TEN PERCENT OF PATIENT AND VISITOR PARKING SPACES

PROVIDED TO SERVE HOSPITAL OUTPATIENT FACILITIES, AND FREE -STANDING BUILDINGS PROVIDING OUTPATIENT CLINICAL SERVICES OF A HOSPITAL, SHALL COMPLY WITH SECTION 11B-502 PARKING SPACES. †%

5. TWENTY PERCENT OF PATIENT AND VISITOR PARKING SPACES

PROVIDED TO SERVE REHABILITATION FACILITIES SPECIALIZING IN

TREATING CONDITIONS THAT AFFECT MOBILITY AND OUTPATIENT

PHYSICAL THERAPY FACILITIES SHALL COMPLY WITH SECTION
11B-502 PARKING SPACES. †%

6. AT RESIDENTIAL FACILITIES SUBJECT TO CHAPTER 11B,
COMPLY WITH THE FOLLOWING:

A. WHERE AT LEAST ONE PARKING SPACE IS PROVIDED FOR

EACH RESIDENTIAL DWELLING UNIT, AT LEAST ONE PARKING SPACE COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE

PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTIONS 11B-809.2 THROUGH %
†%
B. WHERE THE TOTAL NUMBER OF PARKING SPACES

PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT EXCEEDS ONE PARKING SPACE PER RESIDENTIAL DWELLING UNIT, 2 PERCENT, BUT

NO FEWER THAN ONE SPACE, OF ALL THE PARKING SPACES NOT
COVERED BY SECTION 11B-208.2.3.1 PARKING FOR RESIDENTS SHALL COMPLY WITH SECTION 11B-502 PARKING SPACES. †% C. WHERE PARKING SPACES ARE PROVIDED FOR PERSONS

OTHER THAN RESIDENTS, PARKING SHALL BE PROVIDED IN
ACCORDANCE WITH TABLE %†%
B. CLEARANCES AT POWER-ASSISTED DOORS AND GATES
SHALL COMPLY WITH 11B-404.2.4 MANEUVERING CLEARANCES.

CLEARANCES AT AUTOMATIC DOORS AND GATES WITHOUT STANDBY

POWER AND SERVING AN ACCESSIBLE MEANS OF EGRESS SHALL
COMPLY WITH 11B-404.2.4 MANEUVERING CLEARANCES. †% C. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL
COMPLY WITH 11B-404.2.5 THRESHOLDS. †%
D. DOORS IN SERIES AND GATES IN SERIES SHALL COMPLY WITH 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES. †% E. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH
11B-309 OPERABLE PARTS. THE CLEAR FLOOR SPACE ADJACENT TO

THE CONTROL SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. †%
F. WHERE DOORS AND GATES WITHOUT STANDBY POWER ARE

A PART OF A MEANS OF EGRESS, THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32 INCHES MINIMUM WHEN OPERATED IN EMERGENCY MODE. †%
G. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES
SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. †%
RAMPS

78. PROVIDE RAMP DETAILS, INCLUDING SLOPE, LANDINGS, AND HANDRAILS.

79. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER
THAN 1:12 (8.33%). †%

80. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN
1:48 (2.083%). †%

81. FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY
WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL

OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT
PERMITTED ON RAMP RUNS. †%

82. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES
MINIMUM. †%

83. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. †%

84. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. †%

85. LANDINGS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND
SURFACES. CHANGES IN LEVEL ARE NOT PERMITTED. †%

86. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. †%

87. TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM.
†%

88. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG
MINIMUM. †%

89. BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP RUN. †%

90. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MINIMUM BY 72

INCHES MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. †%

91. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP
LANDING, MANEUVERING CLEARANCES REQUIRED BY 11B-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS,WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INCHES. DOORS,

IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES. †%

92. RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS PER 11B-505 HANDRAILS. †%

93. EDGE PROTECTION COMPLYING WITH 11B-405.9.2 CURB OR

BARRIER SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. †%
(SEE EXCEPTIONS)

94. A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE
PROVIDED THAT PREVENTS THE PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL

ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A

CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE
LENGTH OF THE RAMP. †%


95. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. †%

CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS

96. PROVIDE CURB RAMP DETAILS INCLUDING DIMENSIONS,
SLOPES, AND DETECTABLE WARNINGS.

97. PERPENDICULAR RAMP RUNS SHALL HAVE A RUNNING SLOPE
NOT STEEPER THAN 1:12 (8.33%). †%

98. FOR PERPENDICULAR RAMPS, WHERE PROVIDED, CURB RAMP
FLARES SHALL NOT BE STEEPER THAN 1:10. †%),*85( 11B-406.2.2
111. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED

CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES
PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. DIAGONAL

CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. †% FIGURE 11B-406.5.10
112. CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES

WIDE ALONG THE TOP OF THE CURB RAMP AT THE LEVEL SURFACE

OF THE TOP LANDING AND AT THE OUTSIDE EDGES OF THE FLARED SIDES. THE GROOVED BORDER SHALL CONSIST OF A SERIES OF
GROOVES ¼ INCH WIDE BY ¼ INCH DEEP, AT ¾ INCH ON CENTER; (SEE EXCEPTIONS). †%
113. CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE
DETECTABLE WARNINGS COMPLYING WITH 11B-705 DETECTABLE
WARNINGS. †%
114. RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL BE 60 INCHES WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH 11B-406.5.3 LANDINGS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11B-705
DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE. †% FIGURE 11B-406.6.
123. DESTINATION-ORIENTED ELEVATORS SHALL PROVIDE TACTILE CAR IDENTIFICATION COMPLYING WITH 11B-703.2 RAISED
CHARACTERS AND 11B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR

GROUND ON BOTH JAMBS OF THE HOIST WAY IMMEDIATELY BELOW THE FLOOR DESIGNATION. CAR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES HIGH. RAISED CHARACTERS SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION
11B-703.3 BRAILLE SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. †%FIGURE 11B-407.2.3.2
131. CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL
COMPLY WITH THE FOLLOWING:

LIMITED-USE/LIMITED-APPLICATION ELEVATORS
139. LIMITED-USE/LIMITED-APPLICATION ELEVATORS SHALL COMPLY WITH 11B-408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS AND WITH ASME A17.1. THEY SHALL BE PASSENGER ELEVATORS AS
CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL BE
AUTOMATIC. †%
140. ELEVATOR CALL BUTTONS AND KEYPADS SHALL COMPLY WITH 11B-407.2.1 CALL CONTROLS. †%
141. HALL SIGNALS SHALL COMPLY WITH 11B-407.2.2 HALL SIGNALS. †%
142. SIGNS AT ELEVATOR HOISTWAYS SHALL COMPLY WITH
11B-407.2.3.1 FLOOR DESIGNATION. †%
143. SLIDING HOISTWAY AND CAR DOORS SHALL COMPLY WITH
11B-407.3.1 THROUGH 11B-407.3.3 (TYPE, OPERATION, AND
ROOPENING DEVICE) AND 11B-408.4.1 CAR DIMENSIONS AND DOORS. †%
144. SWINGING HOISTWAY DOORS SHALL OPEN AND CLOSE
AUTOMATICALLY AND SHALL COMPLY WITH 11B-404 DOORS,
DOORWAYS, AND GATES, 11B-407.3.2 OPERATION, AND 11B-408.3.2 SWINGING DOORS. †%
145. SWINGING DOORS SHALL BE POWER-OPERATED AND SHALL
COMPLY WITH ANSI/BHMA A156.19 (1997 OR 2002 EDITION).
†%
146. ELEVATOR CARS SHALL PROVIDE A CLEAR WIDTH 42 INCHES MINIMUM AND A CLEAR DEPTH 54 INCHES MINIMUM. CAR DOORS

SHALL BE POSITIONED AT THE NARROW ENDS OF CARS AND SHALL PROVIDE 32 INCHES MINIMUM CLEAR WIDTH. †%),*85( 11B-408.4.1 (SEE EXCEPTION)
147. FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH
11B-302 FLOOR OR GROUND SURFACES AND 11B-303 CHANGES
IN LEVEL.†%
148. THE PLATFORM TO HOISTWAY CLEARANCE SHALL COMPLY WITH 11B-407.4.3 PLATFORM TO HOISTWAY CLEARANCE. †% 149. ELEVATOR CAR LEVELING SHALL COMPLY WITH 11B-407.4.4 LEVELING. †%
150. ELEVATOR CAR ILLUMINATION SHALL COMPLY WITH 11B-407.4.5 ILLUMINATION.†%
151. CONTROL PANELS SHALL BE CENTERED ON A SIDE WALL.
†%
152. DESIGNATIONS AND INDICATORS OF CAR CONTROLS SHALL
COMPLY WITH 11B-407.4.7 DESIGNATIONS AND INDICATORS OF CAR CONTROLS.†%
153. CAR EMERGENCY SIGNALING DEVICES COMPLYING WITH
11B-407.4.9 EMERGENCY COMMUNICATION SHALL BE PROVIDED.
†%

PRIVATE RESIDENCE ELEVATORS
154. PRIVATE RESIDENCE ELEVATORS THAT ARE PROVIDED WITHIN

A RESIDENTIAL DWELLING UNIT REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH 11B-809.2 THROUGH 11B-809.4
(ACCESSIBLE ROUTES, KITCHEN, AND TOILET FACILITIES AND
BATHING FACILITIES) SHALL COMPLY WITH 11B-409 PRIVATE RESIDENCE ELEVATORS AND WITH ASME A17.1. THEY SHALL BE PASSENGER ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC. †%

155. ELEVATOR CAR AND HOISTWAY DOORS AND GATES SHALL BE POWER OPERATED AND SHALL COMPLY WITH ANSI/BHMA A156.19.

POWER OPERATED DOORS AND GATES SHALL REMAIN OPEN FOR 20 SECONDS MINIMUM WHEN ACTIVATED. †%

6(((;&(37,21

156. ELEVATOR CAR DOORS OR GATES SHALL BE POSITIONED AT

THE NARROW END OF THE CLEAR FLOOR SPACES REQUIRED BY
11B-409.4.1 INSIDE DIMENSIONS OF ELEVATOR CARS. †% 
157. ELEVATOR CARS SHALL PROVIDE A CLEAR FLOOR SPACE OF 36 INCHES MINIMUM BY 48 INCHES MINIMUM AND SHALL COMPLY WITH 11B-305 CLEAR FLOOR OR GROUND SPACE. †%

158. THE CLEARANCE BETWEEN THE CAR PLATFORM AND THE EDGE OF ANY LANDING SILL SHALL BE 1½ INCH MAXIMUM. †%

159. EACH CAR SHALL AUTOMATICALLY STOP AT A FLOOR LANDING WITHIN A TOLERANCE OF ½ INCH UNDER RATED LOADING TO ZERO LOADING CONDITIONS. †%

160. CONTROL BUTTONS SHALL BE 3/4 INCH MINIMUM IN THEIR SMALLEST DIMENSION. †%

161. CONTROL PANELS SHALL BE ON A SIDE WALL, 12 INCHES
MINIMUM FROM ANY ADJACENT WALL. †%

175. BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS THAT ARE 36 INCHES IN WIDTH.
†% †%
176. WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED FOR

VEHICULAR TRAFFIC, SUCH AS IN A STREET, DRIVEWAY, OR PARKING

FACILITY, SHALL BE SEPARATED BY DETECTABLE WARNINGS, CURBS,

RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN
AREAS AND VEHICULAR AREAS. ††%†% 177. DETECTABLE WARNINGS PROVIDED TO SEPARATE WALKS THAT

CROSS OR ADJOIN A ROUTE PROVIDED FOR VEHICULAR TRAFFIC,

SUCH AS IN A STREET, DRIVEWAY, OR PARKING FACILITY, SHALL BE 36 INCHES IN WIDTH AND CONTINUOUS AT THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS. ††% †%
178. AT REFLECTING POOLS, DETAIL COMPLIANCE WITH THE
FOLLOWING:

A. EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY

RAILINGS, WALLS, WARNING CURBS OR DETECTABLE
WARNINGS†%†%
B. DETECTABLE EDGES PROVIDED TO PROTECT REFLECTING
POOLS SHALL BE 24 TO 36 INCHES IN WIDTH†% †%
179. PROVIDE DETECTABLE WARNING DETAILS SHOWING
COMPLIANCE WITH THE FOLLOWING: A. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 TO 0.92 INCHES, A TOP DIAMETER OF 0.45 TO 0.47 INCHES, AND A HEIGHT OF 0.18 TO

0.22 INCHES. †%),*85(% B. TRUNCATED DOMES PLACED IN A GRID PATTERN IN A

DETECTABLE WARNING SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING OF 2.3 TO 2.4 INCHES, AND A MINIMUM BASE-TO-BASE SPACING OF 0.65 INCHES, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID. †%),*85( 11B-705.1
C. TRUNCATED DOMES PLACED IN A RADIAL PATTERN IN A

DETECTABLE WARNING SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING OF 1.6 TO 2.4 INCHES, AND A MINIMUM BASE-TO-BASE SPACING OF 0.65 INCHES, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID. †%),*85( 11B-705.1 D. DETECTABLE WARNING SURFACES SHALL VISUALLY

CONTRAST LIGHT-ON-DARK OR DARK-ON-LIGHT WITH ADJACENT

WALKING SURFACES OR BE SEPARATED FROM ADJACENT SURFACES BY A 1 INCH WIDE BLACK STRIP. MATERIAL USED TO PROVIDE
CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE.
†% E. DETECTABLE WARNING SURFACES SHALL DIFFER FROM

ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT EXCEPT AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS.
†% F DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERAL STANDARD 595C EXCEPT AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS†% G. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL

SURFACES SHALL BE APPROVED BY THE DIVISION OF THE STATE ARCHITECT.†% H. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES INSTALLED AFTER JANUARY 1, 2001, SHALL BE EVALUATED

BY AN INDEPENDENT ENTITY, SELECTED BY THE DIVISION OF THE

STATE ARCHITECT, TO CONFIRM COMPLIANCE WITH THE
PRESCRIPTIVE AND PERFORMANCE STANDARDS OF TITLE 24.
§12-CHAPTERS 12-A AND 12-11B
I. INDEPENDENT ENTITIES FOR TESTING OF DETECTABLE

WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE A

NOT-FOR-PROFIT PRODUCT SAFETY TESTING AND CERTIFICATION

ORGANIZATION, DEDICATED TO TESTING FOR PUBLIC SAFETY

THAT OPERATES FOR THE TESTING, CERTIFICATION AND QUALITY ASSESSMENT OF PRODUCTS, SYSTEMS AND SERVICES.
†%†%
J. INDEPENDENT ENTITIES FOR TESTING OF DETECTABLE

WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE

RECOGNIZED AS HAVING APPROPRIATE EXPERTISE IN DETERMINING

WHETHER PRODUCTS COMPLY WITH THE CALIFORNIA CODE OF
REGULATIONS, TITLE 24. †%†% K. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL

SURFACES MUST ENSURE CONSISTENCY AND UNIFORMITY FOR

SHAPE, COLOR FASTNESS, CONFORMATION, SOUND-ON-CANE

ACOUSTIC QUALITY, RESILIENCE, AND THAT ATTACHMENT WILL NOT DEGRADE SIGNIFICANTLY (<10%) FOR AT LEAST FIVE YEARS.
†%
†%
180. AT TRANSIT BOARDING PLATFORMS, COMPLY WITH THE
FOLLOWING: A. PLATFORM BOARDING EDGES AT FIXED RAIL VEHICLES SHALL HAVE DETECTABLE WARNINGS THAT ARE 24 INCHES WIDE AND

SHALL EXTEND THE FULL LENGTH OF THE PUBLIC USE AREAS OF THE PLATFORM. ††%†% B. CIRCULATION PATHS THAT CROSS TRACKS TO REACH

TRANSIT BOARDING PLATFORMS FOR FIXED RAIL VEHICLES SHALL PROVIDE DETECTABLE WARNINGS THAT ARE 36 INCHES IN THE

DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OF THE CIRCULATION PATH. ††%
†%
C. PEDESTRIAN ACCESS AT TRANSIT BOARDING PLATFORMS

SHALL BE IDENTIFIED WITH A DETECTABLE DIRECTIONAL TEXTURE THAT IS AT LEAST 36 INCHES IN DEPTH AND EQUAL TO THE WIDTH OF THE TRANSIT VEHICLE’S DOOR OPENING.†%†% D. DETECTABLE DIRECTIONAL TEXTURE AT TRANSIT

BOARDING PLATFORMS SHALL BE PLACED DIRECTLY BEHIND THE

YELLOW DETECTABLE WARNING TEXTURE REQUIRED FOR THE

PLATFORM BOARDING EDGES, ALIGNING WITH ALL DOORS OF THE TRANSIT VEHICLES WHERE PASSENGERS WILL EMBARK. †% †% E. DETECTABLE DIRECTIONAL TEXTURE AT TRANSIT BOARDING PLATFORMS SHALL COMPLY WITH FIGURE11B-705.2 AND BE 0.1 INCH IN HEIGHT THAT TAPERS OFF TO 0.04 INCH, WITH BARS RAISED 0.2 INCH FROM THE SURFACE. RAISED BARS SHALL BE 1.3 INCHES WIDE AND 3 INCHES FROM CENTER TO- CENTER OF EACH BAR.†%†% F. SURFACE OF DETECTABLE DIRECTIONAL TEXTURE AT

TRANSIT BOARDING PLATFORMS SHALL DIFFER FROM ADJOINING
WALKING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. †%†%
G. COLOR OF DETECTABLE DIRECTIONAL TEXTURE AT

TRANSIT BOARDING PLATFORMS SHALL BE YELLOW CONFORMING TO FEDERAL COLOR NO. 33538.†%†%

7. ONE IN EVERY SIX OR FRACTION OF SIX PARKING SPACES
REQUIRED BY SECTION 11B-208.2 MINIMUM NUMBER, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AISLE 96 INCHES WIDE MINIMUM PLACED ON THE SIDE OPPOSITE THE DRIVER’ FS SIDE WHEN

THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE AND SHALL BE DESIGNATED “VAN ACCESSIBLE”. ALL SUCH SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE.
†%%),*%% %

8. ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION
11B-502 PARKING PACES SERVING A PARTICULAR BUILDING OR

FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE

OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE (AS NEAR AS PRACTICAL TO AN ACCESSIBLE ENTRANCE). †%

9. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH

ADJACENT PARKING, ACCESSIBLE PARKING SPACES COMPLYING
WITH SECTION 11B-502 PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES.†%

10. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR

BUILDING OR FACILITY, ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE LOCATED ON THE

SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE
PEDESTRIAN ENTRANCE OF THE PARKING FACILITY.†%

11. RESIDENTIAL FACILITIES: A. IN RESIDENTIAL FACILITIES CONTAINING RESIDENTIAL

DWELLING UNITS REQUIRED TO PROVIDE MOBILITY FEATURES
COMPLYING WITH SECTIONS 11B-809.2 THROUGH 11B-809.4, AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV

PARKING SPACES PROVIDED IN ACCORDANCE WITH SECTION
11B-208.2.3.1 SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE

ROUTE TO THE RESIDENTIAL DWELLING UNIT ENTRANCE THEY
SERVE. SPACES PROVIDED IN ACCORDANCE WITH SECTION
11B-208.2.3.2 ADDITIONAL PARKING SPACES FOR RESIDENTS SHALL

BE DISPERSED THROUGHOUT ALL TYPES OF PARKING PROVIDED FOR THE RESIDENTIAL DWELLING UNITS. †%
B. PRIVATE GARAGES ACCESSORY TO RESIDENTIAL
DWELLING UNITS SHALL COMPLY WITH SECTION 11B-208.3 LOCATION.

PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED TOGETHER. †%
C. DETACHED PRIVATE GARAGES ACCESSORY TO

RESIDENTIAL DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED BY SECTION 11B-208.3 LOCATION. †%
D. ATTACHED PRIVATE GARAGES DIRECTLY SERVING A

SINGLE RESIDENTIAL DWELLING UNIT SHALL PROVIDE AT LEAST ONE OF THE FOLLOWING OPTIONS: †%
I. A DOOR LEADING DIRECTLY FROM THE RESIDENTIAL

DWELLING UNIT WHICH IMMEDIATELY ENTERS THE
GARAGE.

II. AN ACCESSIBLE ROUTE FROM THE RESIDENTIAL

DWELLING UNIT TO AN EXTERIOR DOOR ENTERING
THE GARAGE.

III. AN ACCESSIBLE ROUTE FROM THE RESIDENTIAL

DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE
VEHICULAR ENTRANCE AT THE GARAGE.

12. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH

MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES
SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS.]
†%(SEE EXCEPTIONS)

13. DIMENSION MINIMUM 18 FOOT LONG CAR AND VAN ACCESSIBLE PARKING SPACE(S) AND ACCESS AISLE(S). †%, FIGURES 11B-502.2 AND 11B-502.3

14. DIMENSION MINIMUM 9 FOOT WIDTH AT ACCESSIBLE CAR
PARKING SPACE. §11B-502.2, FIG. 11B-502.2 & FIG. 11B-502.3

15. DIMENSION MINIMUM 12 FOOT WIDE ACCESSIBLE VAN PARKING SPACE WITH MINIMUM 5 FOOT WIDE ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE MINIMUM 9 FEET WIDE WHERE ACCESS AISLE IS 8 FOOT WIDE MINIMUM. †% FIGURES 11B-502.2 AND 11B-502.3

16. CAR AND VAN STALL ACCESS AISLE SHALL BE 5 FOOT WIDE MINIMUM AND SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. †% FIGURES 11B-502.2 AND 11B-502.3

17. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. §11B-502.3.2 & FIG. 11B-502.3

18. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED
BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE

BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A
MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCH.

IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT
VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND
BEYOND THE MINIMUM REQUIRED LENGTH. †%, FIGURE 11B-502.3.3

19. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY.

ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER

SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES

WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. †%

20. PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11B-302 FLOOR OR GROUND SURFACES.

ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
†%

21. CLEARLY SHOW MINIMUM VERTICAL CLEARANCE OF 8 FEET 2

INCHES AT ACCESSIBLE PARKING SPACES AND ALONG AT LEAST ONE

VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCES AND EXITS. †%

SIGNAGE

22. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION 11B-703.7.2.1 ISA. †% FIGURE 11B-703.7.2.1

23. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN

ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE
DESIGNATION “VAN ACCESSIBLE.” SIGNS SHALL BE 60 INCHES

MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE
MEASURED TO THE BOTTOM OF THE SIGN.†%

24. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES. †%

25. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL STATE
“MINIMUM FINE $250.” †%

26. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY

POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE

OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. †%

27. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE

IDENTIFICATION COMPLYING WITH EITHER OF THE FOLLOWING
SCHEMES: †%
A. THE PARKING SPACE SHALL BE MARKED WITH AN

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION 11B-703.7.2.1 ISA IN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE

OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF

THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH.
†%
B. THE PARKING SPACE SHALL BE OUTLINED OR PAINTED

BLUE AND SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION 11B-703.7.2.1 ISA A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH IN WHITE OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE

PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE

PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE
ALIGNED WITH, THE END OF THE PARKING SPACE. †%

28. AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A

CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET
PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE
ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. †%
A. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17
INCHES WIDE BY 22 INCHES HIGH. †%
B. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS
WITH A MINIMUM HEIGHT OF 1 INCH THE FOLLOWING:†% "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL

LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER’FS EXPENSE. TOWED VEHICLES MAY
BE RECLAIMED AT:_________________________ OR BY
TELEPHONING_______________________." BLANK SPACES

SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A
PERMANENT PART OF THE SIGN.

RELATIONSHIP TO ACCESSIBLE ROUTES

29. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO

THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND

PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING
SPACE IN WHICH THEY PARKED. †%

30. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO

PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED
CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. †%

PASSENGER LOADING ZONES, DROP-OFF ZONES, AND BUS
STOPS

31. PASSENGER LOADING ZONES, EXCEPT THOSE REQUIRED TO
COMPLY WITH SECTIONS 11B-209.2.2 BUS LOADING ZONES AND
11B-209.2.3 MEDICAL CARE AND LONG-TERM CARE FACILITIES,

SHALL PROVIDE AT LEAST ONE PASSENGER LOADING ZONE
COMPLYING WITH SECTION 11B-503 PASSENGER DROP-OFF AND
LOADING ZONES IN EVERY CONTINUOUS 100 LINEAR FEET OF
LOADING ZONE SPACE, OR FRACTION THEREOF.†%


32. IN BUS LOADING ZONES RESTRICTED TO USE BY DESIGNATED

OR SPECIFIED PUBLIC TRANSPORTATION VEHICLES, EACH BUS BAY,

BUS STOP, OR OTHER AREA DESIGNATED FOR LIFT OR RAMP
DEPLOYMENT SHALL COMPLY WITH SECTION 11B-810.2 BUS
BOARDING AND ALIGHTING AREAS. †%


33. ON-STREET BUS STOPS SHALL COMPLY WITH SECTION
11B-810.2 BUS BOARDING AND ALIGHTING AREAS TO THE MAXIMUM EXTENT PRACTICABLE. †%


34. AT LEAST ONE PASSENGER LOADING ZONE COMPLYING WITH
SECTION 11B-503 PASSENGER DROP-OFF AND LOADING ZONES SHALL

BE PROVIDED AT AN ACCESSIBLE ENTRANCE TO LICENSED MEDICAL

CARE AND LICENSED LONG-TERM CARE FACILITIES WHERE THE
PERIOD OF STAY MAY EXCEED TWENTY-FOUR HOURS†%


35. PARKING FACILITIES THAT PROVIDE VALET PARKING SERVICES

SHALL PROVIDE AT LEAST ONE PASSENGER LOADING ZONE
COMPLYING WITH SECTION 11B-503 PASSENGER DROP OFF AND
LOADING ZONES. THE PARKING REQUIREMENTS OF SECTION
11B-208.1 PARKING SPACES GENERAL APPLY TO FACILITIES WITH VALET PARKING. †%


36. MECHANICAL ACCESS PARKING GARAGES SHALL PROVIDE AT

LEAST ONE PASSENGER LOADING ZONE COMPLYING WITH SECTION 11B-503 PASSENGER DROP-OFF AND LOADING ZONES AT VEHICLE DROP-OFF AND VEHICLE PICK-UP AREAS. †%


37. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96 INCHES WIDE MINIMUM AND 20 FEET LONG MINIMUM. †%

38. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE

ACCESS AISLES COMPLYING WITH THE FOLLOWING ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. ACCESS AISLES SHALL

ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE
VEHICULAR WAY. †%
A. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES
SHALL BE 60 INCHES WIDE MINIMUM. †%
B. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE
VEHICLE PULL-UP SPACES THEY SERVE.†%
C. ACCESS AISLES SHALL BE MARKED WITH A PAINTED
BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE

BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE. †%

39. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11B-302 FLOOR OR GROUND
SURFACES. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED†%

40. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM,

AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER

LOADING ZONE AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SHALL PROVIDE A VERTICAL CLEARANCE OF 114 INCHES MINIMUM†%

41. EACH PASSENGER LOADING ZONE DESIGNATED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A REFLECTORIZED SIGN COMPLYING WITH SECTION 11B-703.5 VISUAL CHARACTERS. IT

SHALL BE PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND

VISIBLE FROM THE PASSENGER LOADING ZONE STATING
“PASSENGER LOADING ZONE ONLY”AND INCLUDING THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION%,6$†%

STAIRWAYS

42. A STAIR IS DEFINED AS A CHANGE IN ELEVATION, CONSISTING OF ONE OR MORE RISERS. †%

43. INTERIOR AND EXTERIOR STAIRS SHALL COMPLY WITH SECTION 11B-504 STAIRWAYS. †%
6(((;&(37,216

44. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM
RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. TREADS SHALL BE 11 INCHES DEEP MINIMUM. †%

45. OPEN RISERS ARE NOT PERMITTED. †%
6((

EXCEPTIONS)

46. STAIR TREADS SHALL COMPLY WITH SECTION 11B-302 FLOOR AND GROUND SURFACES. CHANGES IN LEVEL ARE NOT PERMITTED. †%

47. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND

LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL
CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH

AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH.

THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER

APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED
STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. †%

48. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE
TREAD SHALL BE ½ INCH MAXIMUM. NOSING THAT PROJECT BEYOND

RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 1¼ INCHES MAXIMUM OVER THE TREAD BELOW. †%
6(((;&(37,21)25

EXISTING BUILDINGS)

49. STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION
11B-505 HANDRAILS. †%

50. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. †%

51. FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10,
SECTION 1022.9 COMPLYING WITH SECTIONS 11B-703.1 SIGNS
GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS SHALL BE LOCATED AT THE LANDING

OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE

LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL. AT

THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED

FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. †%

HANDRAILS

HANDRAILS

52. HANDRAILS PROVIDED ALONG WALKING SURFACES COMPLYING WITH SECTION 11B-403 WALKING SURFACES, REQUIRED AT RAMPS COMPLYING WITH SECTION 11B-405 RAMPS, AND REQUIRED AT
STAIRS COMPLYING WITH SECTION 11B-504 STAIRWAYS SHALL
COMPLY WITH SECTION 11B-505 HANDRAILS. †%

53. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.†%

54. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON

SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE
CONTINUOUS BETWEEN FLIGHTS OR RUNS. §11B-505.3

DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL

TEXTURE
170. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT
EXTEND 36 INCHES IN THE DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED SIDES.
†%†%
171. ON PERPENDICULAR CURB RAMPS, DETECTABLE WARNINGS
SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 TO 8

INCHES FROM THE LINE AT THE FACE OF THE CURB MARKING THE

TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR
HIGHWAY. †%†%
172. ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE

PLACED ON THE TURNING SPACE AT THE FLUSH TRANSITION
BETWEEN THE STREET AND SIDEWALK. †%†% FIGURE 11B-406.3.2
173. ISLANDS OR CUT-THROUGH MEDIANS 96 INCHES OR LONGER IN

LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 36 INCHES MINIMUM IN DEPTH

EXTENDING THE FULL WIDTH OF PEDESTRIAN PATH OR CUT
-THROUGH, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT-THROUGH MEDIAN, AND SEPARATED BY 24 INCHES MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS.
†% †%
174. ISLANDS OR CUT-THROUGH MEDIANS THAT ARE LESS THAN 96

INCHES IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 24 INCHES MINIMUM IN

DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR

CUT-THROUGH, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT-THROUGH MEDIAN, AND SEPARATED BY 24 INCHES MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS.
†%†%
1/2" MAX.

FIGURE 11B-302.3

ELONGATED OPENINGS IN FLOOR OR

GROUND SURFACES

LONG DIMENSION

PERPENDICULAR

TO DOMINANT DIRECTION OF
TRAVEL
1/2" MAX. AT
FIGURE 11B-303.2

VERTICAL CHANGE IN LEVEL
1/4" MAX.

DOMINANT DIRECTION OF TRAVEL
FIGURE 11B-303.3

BEVELED CHANGE IN LEVEL
1/2"
1/4"
1/4"
36" MIN 24" MIN
60" MIN
ARMARM
BASE
36" MIN
12" MIN
FIGURE 11B-304.2

T-SHAPED TURNING SPACE
FIGURE 11B-305.5

POSITION OF CLEAR FLOOR OR GROUND
SPACE
FIGURE 11B-305.7.1 MANEUVERING CLEARANCE

IN AN ALCOVE, FORWARD

APPROACH
X > 24
36" MIN
FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN

AN ALCOVE, PARALLEL APPROACH
X > 15
60" MIN
FIGURE 11B-306.2 , 11B-306.3

TOE & KNEE CLEARANCE

CLEARANCE
6" MAX. TOE CLEARANCE8" MIN. KNEE
11" MIN.

MIN"
9"
DRAWN BY JIMMY ZHANG (626) 570-9978 DESIGN FOR RESTAURANT PLUS, INC. (a) ELEVATION
VIEW
(b) PLAN VIEW
17"-25" (11B-306.2) 30" MIN
25" MAX (11B-306.3)
29" MIN.
27" MIN.

CANE RANGE 27" MAX
X < 80
FIGURE 11B-307.4
VERTICAL CLEARANCE 15" MIN.DRAWN BY JIMMY ZHANG (626) 570-9978 DESIGN FOR RESTAURANT PLUS, INC. 48" MAX.

FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD
REACH
20" MAX
DRAWN BY JIMMY ZHANG (626) 570-9978 DESIGN FOR RESTAURANT PLUS, INC. 48" MAX.

FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD
REACH
(a)
>20"-25" MAX
DRAWN BY JIMMY ZHANG (626) 570-9978 DESIGN FOR RESTAURANT PLUS, INC. 44" MAX.
(b)
10" MAX
48" MAX.
15" MIN.

FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH
>10" -24" MAX
46" MAX.

FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH
10" MAX
48" MAX.
34" MAX34" MAX

48. SECURITY BARRIERS, INCLUDING BUT NOT LIMITED TO

SECURITY BOARD AND SECURITY CHECK POINTS, SHALL NOT BE
OBSTRUCT A REQUIRED ACCESSIBILITY MEANS OF EGRESS.
§11B-206.8 (SEE EXCEPTION)

ACCESSIBLE ROUTES

49. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF
THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A
RUNNING SLOPE NON STEEPER THAN 1:20 (5%), DOORWAYS , RAMPS,

CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS AND
PLATFORMS LIFTS §11B-402.2

WALKING SURFACES

50. THE RUNNING SLOPE OF WALKING SURFACES SHALL NO BE
STEEPER THAN 1:20 (5%) THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN1:48 (2.083%) §11B-403-3

51. EXCEPT A TURNS OR PASSING SPACES, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES MINIMUM §11B-403.5.1

52. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCES TO 32 INCHES MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM

PROVIDED THAT REDUCED WIDTH SEGMENT ARE SEPARATED WITH
SEGMENTS THAT ARE 48 INCHES LONG MINIMUM AND 36 INCHES
WIDE MINIMUM. §11B-403.5.1 EXCEPTION 1

53. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS
SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44 INCHES MINIMUM. §11B-403.5.1 EXCEPTION 2
.

71. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE.
†%
72 HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE
PARTS ON DOORS AND GATES SHALL COMPLY WITH 11B 309.4
OPERATION. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34
INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN

POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.†%
108. THE CROSS SLOPE OF CURB RAMPS AND BLENDED
TRANSITIONS SHALL BE 1:48 (2.083%) MAXIMUM†% 109. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD
SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). THE

ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL.†% 110. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED
CROSSINGS SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS. †%

99. THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN-LINE WITH THE DIRECTION OF SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). †%, FIGURE 11B-406.3.2
100. A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. THE
SLOPE OF THE TURNING SPACE IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM (2.083%). †%
101. BLENDED TRANSITION RAMPS HALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%). †%
102. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL

BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR
TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES.

CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. †% 103. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY

FLARED SIDES), BLENDED TRANSITIONS, AND TURNING SPACES
SHALL BE 48 INCHES MINIMUM. †%

SLOPE SLOPE
FLARED SIDES 1:10 MAX SLOPE
FIGURE 11B-406.2.2 SIDES OF CURBS RAMPS
FIGURE 11B-406.3.2 PARALLEL CURB RAMPS
48" MIN
104. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS

AND BLENDED TRANSITIONS (PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDING CLEAR LENGTH SHALL BE
48 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST

AS WIDE AS THE CURB RAMP, EXCLUDING ANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM. †%
105. FLOOR OR GROUND SURFACES OF CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH 11B-405.4 FLOOR OR GROUND SURFACES. †%
106. CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH 11B-405.10 WET CONDITIONS.†%
107. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP

RUNS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE SURFACE OF RAMP RUNS AND TURNING SPACES. SURFACE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH†%
48" MIN.

FIGURE 11B-406.5.3
LANDINGS AT TOP OF CURB RAMPS 48" MIN.

AT LEAST AS WIDE AS CURB RAMP
48" MIN.
24" MIN.
24" MIN.

FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS

ELEVATORS
115. ELEVATORS SHALL COMPLY WITH 11B-407 ELEVATORS AND
WITH ASME A17.1. THEY SHALL BE PASSENGER ELEVATORS AS
CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL BE
AUTOMATIC. WHEN THE ONLY ELEVATORS PROVIDED FOR USE BY

THE PUBLIC AND EMPLOYEES ARE COMBINATION PASSENGER AND
FREIGHT ELEVATORS, THEY SHALL COMPLY WITH 11B-407
ELEVATORS AND WITH ASME A17.1. †%
116. WHERE ELEVATOR CALL BUTTONS OR KEYPADS ARE PROVIDED, THEY SHALL COMPLY WITH 11B-407.2.1 CALL CONTROLS AND
11B-309.4 OPERATION. †%
117. CALL BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 11B-308 REACH RANGES,
MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART. †%
118. CALL BUTTONS SHALL HAVE SQUARE SHOULDERS, BE ¾ INCH MINIMUM IN THE SMALLEST DIMENSION AND SHALL BE RAISED ⅛ INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. THE

BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. †%
119. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B- 305

CLEAR FLOOR OR GROUND SURFACE SHALL BE PROVIDED AT CALL CONTROLS. †%
120. EXCEPT FOR DESTINATION-ORIENTED ELEVATORS, THE CALL

BUTTON THAT DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE DOWN DIRECTION. †%
121. EXCEPT AT DESTINATION-ORIENTED ELEVATORS, VISIBLE
SIGNAL FIXTURES SHALL BE CENTERED AT 72 INCHES MINIMUM
ABOVE THE FINISH FLOOR OR GROUND. THE VISIBLE SIGNAL
ELEMENTS SHALL BE A MINIMUM 2½ INCHES HIGH BY 2½ INCHES WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTON.†% FIGURE
11B-407.2.2.2
122. FLOOR DESIGNATIONS COMPLYING WITH 11B-703.2 RAISED CHARACTERS AND 11B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR

GROUND SHALL BE PROVIDED ON BOTH JAMBS OF ELEVATOR HOIST WAY ENTRANCES. FLOOR DESIGNATIONS SHALL BE PROVIDED IN

BOTH RAISED CHARACTERS AND PLACED TO THE LEFT OF THE

FLOOR DESIGNATION, SHALL BE PROVIDED ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL LENGTH. RAISED

CHARACTERS, INCLUDING THE STAR, SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11B-703.3

BRAILLE SHALL BE PLACED BELOW THE CORRESPONDING RAISED
CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL BE “MAIN” . APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. †% FIGURE 11B-407.2.3.1 BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES HIGH. A RAISED STAR,
(a) CUT THROUGH AT
ISLAND
48" MIN.
(b) CURB RAMP AT
ISLAND
FIGURE 11B-406.6.

ISLANDS IN CROSSINGS
2 1
2" MIN. CL
2 1
2 " MIN.
72" MIN.

CL
FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS
FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCE 2"
124. ELEVATOR DOORS SHALL BE THE HORIZONTAL SLIDING TYPE.

CAR GATES SHALL BE PROHIBITED.†%
125. ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND
CLOSE AUTOMATICALLY.†% (SEE EXCEPTION)
126. THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE %†% (SEE EXCEPTION)
127. INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1.
†% (SEE EXCEPTION)
128. FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH
11B-302 FLOOR OR GROUND SURFACES AND 11B-303 CHANGES IN LEVEL. †%
129. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE 1¼ INCH MAXIMUM.
†%
130. ELEVATOR CAR CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 11B-308 REACH RANGES.
†% SEE EXCEPTIONS AS APPLICABLE.

FIGURE 11B-407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION -ORIENTED ELEVATOR

HOISTWAY ENTRANCES
2 C
2"
A. BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH
MINIMUM IN THEIR SMALLEST DIMENSION AND BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE.
†%
B. BUTTONS SHALL BE ARRANGED WITH NUMBERS IN
ASCENDING ORDER. WHEN TWO OR MORE COLUMNS OF BUTTONS
ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT.
†%
C. CAR CONTROL BUTTONS SHALL BE ILLUMINATED.
†%
D. CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A
MECHANICAL MOTION THAT IS DETECTABLE. †%
132. EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR
CENTERLINES 35 INCHES MINIMUM ABOVE THE FINISH FLOOR.
†%
133. EMERGENCY CONTROLS , INCLUDING THE EMERGENCY ALARM SHALL BE GROUPED AT THE BOTTOM OF THE PANEL †% 134. CAR CONTROLS BUTTONS SHALL COMPLY WITH FOLLOWING:

A. CLEARANCE BETWEEN SUPPORT RAILS AND ADJACENT
SURFACES SHALL BE 1½ INCHES MINIMUM. TOP OF SUPPORT RAILS SHALL BE 31 INCHES MINIMUM TO 33 INCHES MAXIMUM ABOVE THE FLOOR OF THE CAR. THE ENDS OF THE SUPPORT RAIL SHALL BE 6 INCHES MAXIMUM FROM ADJACENT WALLS. †%
B. SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE

ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE
ELEMENTS. †%
C. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR
MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250

POUNDS IS APPLIED AT ANY POINT ON THE SUPPORT RAIL,
FASTENER,MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
†%
A. CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED

CHARACTERS OR SYMBOLS, WHITE ON A BLACK BACKGROUND,
COMPLYING WITH 11B-703.2 RAISED CHARACTERS AND BRAILLE
COMPLYING WITH 11B-703.3 BRAILLE. †%
B. RAISED CHARACTERS OR SYMBOLS AND BRAILLE

DESIGNATIONS SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON TO WHICH THE DESIGNATIONS APPLY.
†%
C. THE CONTROL BUTTON FOR THE EMERGENCY STOP,

ALARM, DOOR OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, AND PHONE,

SHALL BE IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS
SHOWN IN TABLE %†% TABLE 11B-407.4.7.1.3
D. BUTTONS WITH FLOOR DESIGNATIONS SHALL BE

PROVIDED WITH VISIBLE INDICATORS TO SHOW THAT A CALL HAS

BEEN REGISTERED, THE VISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT THE DESIGNATED FLOOR.
†%
E. A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER

SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN
ROWS OF CONTROL BUTTONS. †%
135. KEYPADS SHALL BE IDENTIFIED BY CHARACTERS COMPLYING WITH 11B-703.5 VISUAL CHARACTERS AND SHALL BE CENTERED ON THE CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY
SHALL HAVE A SINGLE RAISED DOT. THE DOT SHALL BE 0.118 INCH TO

0.120 INCH BASE DIAMETER AND IN OTHER ASPECTS COMPLY WITH TABLE %†%
136. AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS. CHARACTERS SHALL BE ½ INCH HIGH MINIMUM. INDICATORS SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. †%
137. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS SHALL
COMPLY WITH 11B-308 REACH RANGES. RAISED SYMBOLS OR

CHARACTERS, WHITE ON A BLACK BACKGROUND, AND BRAILLE SHALL

BE PROVIDED ADJACENT TO THE DEVICE AND SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS AND 11B-703.3 BRAILLE. EMERGENCY

TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND
A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1. †%

138. SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR AND SHALL COMPLY WITH THE FOLLOWING:
†%

PLATFORM LIFTS
162. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1 (1999
EDITION OR 2003 EDITION). PLATFORM LIFTS SHALL NOT BE

ATTENDANT-OPERATED AND SHALL PROVIDE UNASSISTED ENTRY
AND EXIT FROM THE LIFT. †%
163. FLOOR SURFACES IN PLATFORM LIFTS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES AND 11B-303 CHANGES IN LEVEL. †%
164. CLEAR FLOOR SPACE IN PLATFORM LIFTS SHALL COMPLY WITH 11B-305 CLEAR FLOOR OR GROUND SPACE.†%
165. THE CLEARANCE BETWEEN THE PLATFORM SILL AND THE EDGE OF ANY RUNWAY LANDING SHALL BE 1¼ INCH MAXIMUM. †% 166. CONTROLS FOR PLATFORM LIFTS SHALL COMPLY WITH 11B-309 OPERABLE PARTS. †%
167. PLATFORM LIFTS SHALL HAVE LOW-ENERGY POWER OPERATED DOORS OR GATES COMPLYING WITH 11B-404.3 AUTOMATIC AND
POWER-ASSISTED DOORS AND GATES. DOORS SHALL REMAIN OPEN FOR 20 SECONDS MINIMUM. END DOORS AND GATES SHALL PROVIDE A CLEAR WIDTH 32 INCHES MINIMUM. SIDE DOORS AND GATES SHALL PROVIDE A CLEAR WIDTH 42 INCHES MINIMUM. †% FIGURE 11B-410.6 (SEE EXCEPTION)
168. THE MINIMUM SIZE OF LANDINGS AT PLATFORM LIFTS SHALL BE 60 INCHES BY 60 INCHES.†%
169. A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS SHALL

BE POSTED IN A CONSPICUOUS PLACE AT EACH LANDING AND WITHIN THE PLATFORM ENCLOSURE STATING “NO FREIGHT”H AND INCLUDE

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY.†% 1-25
26-50
51-75
76 -100
101 -150
151 -200
201 -300
301 -400
401 -500
501 -1000
1 2
3 4
5 6
7 8
9 2% of Total
1001
and over
20 plus 1 for each 100 or
fraction thereof over 1001
Total Number of Parking
Spaces in Lot or Garage
M inimum Required Number
of Spaces
TABLE 11B-208.2 PARKING SPACES
BASE DIAMETER OF 0.9-0.92

22.9MM -23.4 MM
TOP DIAMETER OF 0.45-0.47

11.4MM -11.9 MM

0.18 - 0.22
(a) ELEVATION ENLARGED

0.65 MIN 2.3 " - 2.4"
(b) PLAN
FIGURE 11B-705.1 SIZE AND SPACING OF

TRUNCATED DOMES

0.2 (a) ELEVATION ENLARGED
FIG. 11B-705.2 TAPERED

EDGES WHERE

EXPOSED
FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE

1.3 0.9
3 1.5 MIN

1.5 MIN
9 MIN *
* INDUSTRY

STANDARD

FOR OVERALL BAR LENGTH
IS 11
1 4
- 11
1 2 ADA-1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
11B-302
11B-202
11B-201
11B-303
11B-304
11B-305
11B-306
11B-307
11B-308
11B-206
11B-206.2.5

RESTAURANTS, CAFETERIAS, BANQUET FACILITIES, BARS,

PERFORMANCE AREAS, PRESS BOXES, EMPLOYEE AREAS

9. IN RESTAURANTS, CAFETERIAS, BANQUET FACILITIES, BARS, AND

SIMILAR FACILITIES, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO

ALL FUNCTIONAL AREAS, INCLUDING RAISED OR SUNKEN AREAS, AND OUTDOOR AREAS. §11B-206.2.5
EXCEPTIONS: A. IN ALTERATIONS OF BUILDINGS OR FACILITIES NOT REQUIRED

TO PROVIDE AN ACCESSIBLE ROUTE BETWEEN STORIES, AN

ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO A MEZZANINE
DINING AREA WHERE THE MEZZANINE CONTAINS LESS THAN 25

PERCENT OF THE TOTAL COMBINED AREA FOR SEATING AND DINING

AND WHERE THE SAME DECOR AND SERVICES ARE PROVIDED IN THE ACCESSIBLE AREA.

10. WHERE A CIRCULATION PATH DIRECTLY CONNECTS A

PERFORMANCE AREA TO AN ASSEMBLY SEATING AREA, AN

ACCESSIBLE ROUTE SHALL DIRECTLY CONNECT THE ASSEMBLY
SEATING AREA WITH THE PERFORMANCE AREA. AN ACCESSIBLE

ROUTE SHALL BE PROVIDED FROM PERFORMANCE AREAS TO

ANCILLARY AREAS OR FACILITIES USED BY PERFORMERS UNLESS EXEMPTED BY 11B-206.2.3 MULTI-STORY BUILDINGS AND FACILITIES, (SEE EXCEPTIONS 1 THROUGH 7). §11B-206.2.6

11. PRESS BOXES IN ASSEMBLY AREAS SHALL BE ON AN
ACCESSIBLE ROUTE. §11B-206.2.7 (SEE EXCEPTIONS) . COMMON USE

CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL
COMPLY WITH 11B-402 ACCESSIBLE ROUTES. †% (SEE

EXCEPTIONS
AREAS AND 11B-802 WHEELCHAIR SPACES, COMPANION SEATS,
DESIGNATED AISLE SEATS AND AMBULANT SEATS §11B-206.7.2
C. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN

ACCESSIBLE ROUTE TO INCIDENTAL SPACES WHICH ARE NOT

PUBLIC USE SPACES AND WHICH ARE OCCUPIED BY FIVE
PERSONS MAXIMUM. †%
D. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN
ACCESSIBLE ROUTE TO: JURY BOXES AND WITNESS STANDS;

RAISED COURT ROOM STATIONS INCLUDING, JUDGES' BENCHES,

CLERKS' STATIONS, BAILIFFS' STATIONS AND COURT REPORTER' STATIONS'; AND TO DEPRESSED AREAS SUCH AS THE WELL OF
A COURT. †%
D. PLATFORM LIFTS SHALL BE PERMITTED UPON SUBMITTING

DOCUMENTATION THAT EXISTING EXTERIOR SITE CONSTRAINTS
MAKE USE OF A RAMP OR ELEVATOR INFEASIBLE. †% 11B-402
11B-403
11B-404
11B-405
11B-406
11B-407
11B-409
11B-410
11B-705
11B-208
11B-502
PARKING SPACES - GEN. SITE & BUILD. ELEMENTS
11B-209
11B-503
11B-504
11B-505