Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
at least 25 dB with windows closed and approximately 15 dB with windows open), project drivethrough operations noise level exposure is expected to be well below the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
As discussed previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, ambient plus project drive-through operations noise level increases were calculated at the existing offices to the south. According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be less than 0.1 dB Leq at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because noise exposure from project drive-through operations is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because noise level exposure from those operations is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Impact 5: On-Site Vehicle Circulation Noise at Adjacent Commercial Land Uses To quantify project on-site passenger vehicle circulation noise exposure, BAC utilized specific automobile passby noise level measurements conducted by BAC. Specifically, a series of individual noise measurements were conducted of multiple vehicle types arriving and departing a parking area. The results of those measurements revealed that individual vehicle passbys generated mean noise levels of approximately 70 dB SEL at a reference distance of 50 feet.
To compute hourly average (Leq) noise levels generated by project on-site vehicle circulation, the approximate number of hourly operations is required. According to the project traffic memorandum (prepared by Hexagon Transportation Consultants, Inc.), the project is estimated to generate up to 101 vehicle trips during an AM peak hour and as many as 201 vehicle trips during a PM peak hour. Based on a conservative 201 vehicle trips per hour, and assuming standard spherical spreading loss (-6 dB per doubling of distance), worst-case project on-site passenger vehicle circulation noise exposure at the adjacent future and existing commercial uses was calculated and the results of those calculations are presented in Table 13.
It should be noted that the results presented in Table 13 conservatively assume that worse-case busy hour vehicle trip generation could all occur within an on-site drive lane located closest to an adjacent commercial use. However, it is more likely that on-site vehicle circulation would be more evenly distributed.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Table 13
Predicted On-Site Passenger Vehicle Circulation Noise Levels at Adjacent Commercial Uses Receiver1 Direction
Assessment
Location
Predicted Noise Level, Leq
(dB)2
Future Commercial – Hotel West Property Line 61
Existing Commercial – Medical Offices South Property Line 61 Existing Commercial – Medical Offices South Building Facade 46 1 Locations of commercial land uses are shown in Figure 1. 2 Predicted noise level based on 201 vehicle trips during a given worst-case busy hour.
Source: Bollard Acoustical Consultants, Inc. 2023.
As indicated in Table 13, predicted worst-case project on-site vehicle circulation noise levels would satisfy the Municipal Code 65 dB Leq exterior noise level standard at the property lines of the adjacent future and existing commercial uses.
Given the predicted exterior noise levels presented in Table 13, and after consideration of the exterior to interior noise level reduction typically provided by standard building construction (i.e., at least 25 dB with windows closed and approximately 15 dB with windows open), project on-site vehicle circulation noise level exposure is expected to be well below the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
As noted previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, ambient plus project on-site vehicle circulation noise level increases were calculated at the existing offices to the south. According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be 0.3 dB Leq at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because noise exposure from project worst-case on-site vehicle circulation is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because noise level exposure from this noise source is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Impact 6: Outdoor Patio Noise at Adjacent Commercial Land Uses According to the provided site plans, the project proposes a small outdoor seating area (patio) for patrons. It is estimated the outdoor patio area could accommodate approximately 25 people at full capacity. To quantify outdoor patio area noise levels, BAC utilized reference file data for persons speaking in normal and raised voices (normal voice = 57 dB per person at 3 feet and raised voice = 64 dB per person at 3 feet).
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Given the restaurant use type, it is assumed that patrons would generally occupy the outdoor patio areas for a duration of approximately 15 to 30 minutes of an hour. However, for the purposes of this analysis, it was conservatively assumed patrons would occupy the patio areas for a minimum of 30 minutes of a given hour.
Based on worse-case outdoor patio occupancy of 25 people (assumed full capacity), the cited BAC file data above, and assuming standard spherical spreading loss (-6 dB per doubling of distance), outdoor seating area patron noise was projected at the adjacent future and existing commercial uses. The results of those projections are presented in Table 14.
Table 14
Predicted Outdoor Patio Patron Noise Levels at Adjacent Commercial Uses Receiver1 Direction
Assessment
Location
Predicted Noise Level, Leq
(dB)2
Future Commercial – Hotel West Property Line 40
Existing Commercial – Medical Offices South Property Line 40 Existing Commercial – Medical Offices South Building Facade 32 1 Locations of commercial land uses are shown in Figure 1. 2 Predicted noise level based on 25 people conversing simultaneously (20 normal speaking voice; 5 raised voice).
Source: Bollard Acoustical Consultants, Inc. 2023.
Table 14 data indicate that predicted worst-case patio conversation noise levels would satisfy the Municipal Code 65 dB Leq exterior noise level standard at the property lines of the adjacent future and existing commercial uses.
Based on the predicted exterior noise levels presented in Table 14, and after consideration of the exterior to interior noise level reduction typically provided by standard building construction (i.e., at least 25 dB with windows closed and approximately 15 dB with windows open), project patio noise level exposure is expected to be well below the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
As discussed previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, ambient plus project patio noise level increases were calculated at the existing offices to the south.
According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be less than 0.1 dB Leq at the closest medical office buildings to the south.
It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because noise exposure from the proposed outdoor patio is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because noise level exposure from this noise source is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Impact 7: On-Site Truck Circulation Noise at Adjacent Commercial Land Uses Based on the project site design, deliveries of product to the proposed restaurant will likely occur at the front of the building with medium-duty trucks/vans. However, for the purposes of this analysis, it was conservatively assumed that the project could also receive deliveries from heavy trucks.
On-site truck passbys are expected to be relatively brief and will occur at low speeds. To predict noise levels generated by on-site truck circulation, BAC utilized file data obtained from measurements conducted by BAC of heavy and medium duty truck passbys. According to BAC file data, single-event heavy and medium truck passby noise levels are approximately 83 and 76 dB SEL (respectively) at a reference distance of 50 feet.
To calculate hourly average (Leq) noise level exposure from truck circulation, it was assumed that the project could conservatively have 1 heavy truck and 1 medium duty truck delivery during the same worst-case busy hour. Based on the hourly delivery truck assumptions above, and SEL’s of 83 and 76 dB per passby, the combined hourly average noise level generated by project onsite delivery truck circulation computes to 51 dB Leq at a reference distance of 50 feet from the passby route during the worst-case hour of deliveries.
Based on the reference noise level data and operations assumptions presented above, and assuming standard spherical spreading loss (-6 dB per doubling of distance), worst-case project on-site truck circulation noise exposure at the adjacent future and existing commercial uses was calculated and the results of those calculations are presented in Table 15.
Table 15
Predicted On-Site Truck Circulation Noise Levels at Adjacent Commercial Uses Receiver1 Direction
Assessment
Location
Predicted Noise Level, Leq
(dB)2
Future Commercial – Hotel West Property Line 53
Existing Commercial – Medical Offices South Property Line 53 Existing Commercial – Medical Offices South Building Facade 33 1 Locations of commercial land uses are shown in Figure 1. 2 Predicted noise level based on 1 heavy truck and 1 medium truck delivery within the same hour.
Source: Bollard Acoustical Consultants, Inc. 2023.
As shown in Table 15, predicted on-site truck circulation noise levels would satisfy the Municipal Code 65 dB Leq exterior noise level standard at the property lines of the adjacent future and existing commercial uses.
Given the predicted exterior noise levels presented in Table 15, and after consideration of the exterior to interior noise level reduction typically provided by standard building construction (i.e., at least 25 dB with windows closed and approximately 15 dB with windows open), project on-site truck circulation noise level exposure is expected to be well below the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
As noted previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, ambient plus project on-site truck circulation noise level increases were calculated at the existing offices to the south. According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be less than 0.1 dB Leq at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because noise exposure from project on-site truck circulation is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because noise level exposure from this noise source is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Impact 8: Truck Delivery Noise at Adjacent Commercial Land Uses As mentioned previously, deliveries of product to the proposed restaurant will likely occur at the front of the building with medium-duty trucks/vans. However, for the purposes of this analysis, it was conservatively assumed that the project could also receive deliveries from heavy trucks. The location of the assumed truck delivery area is illustrated in Figure 2.
The primary noise sources associated with delivery activities are trucks stopping (air brakes), trucks backing into position (back-up alarms), and trucks pulling away from the unloading area (revving engines). BAC file data indicate that noise levels associated with medium- (including side-step vans) and heavy-duty truck deliveries are approximately 76 dB SEL at a distance of 100 feet.
To calculate hourly average (Leq) noise level exposure from truck deliveries, it was assumed that the project could conservatively have 1 heavy truck and 1 medium duty truck delivery during the same worst-case busy hour. Based on the hourly delivery trucks assumptions above and an SEL of 76 dB, the hourly average noise level computes to 43 dB Leq at a reference distance of 100 feet during the worst-case hour of deliveries.
Using the reference noise level data and operations assumptions presented above, and assuming standard spherical spreading loss (-6 dB per doubling of distance), worst-case project truck delivery noise exposure at the adjacent future and existing commercial uses was calculated and the results of those calculations are presented in Table 16.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Table 16
Predicted Truck Delivery Noise Levels at Adjacent Commercial Uses Receiver1 Direction
Assessment
Location
Predicted Noise Level, Leq
(dB)2
Future Commercial – Hotel West Property Line 43
Existing Commercial – Medical Offices South Property Line 43 Existing Commercial – Medical Offices South Building Facade 33 1 Locations of commercial land uses are shown in Figure 1. 2 Predicted noise level based on 1 heavy truck and 1 medium truck delivery within the same hour.
Source: Bollard Acoustical Consultants, Inc. 2023.
Table 16 data indicate that predicted truck delivery noise levels would satisfy the Municipal Code 65 dB Leq exterior noise level standard at the property lines of the adjacent future and existing commercial uses.
Based on the predicted exterior noise levels shown in Table 16, and after consideration of the exterior to interior noise level reduction typically provided by standard building construction (i.e., at least 25 dB with windows closed and approximately 15 dB with windows open), project truck delivery noise level exposure is expected to be well below the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
As mentioned previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, ambient plus project truck delivery noise level increases were calculated at the existing offices to the south. According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be less than 0.1 dB Leq at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because noise exposure from project truck deliveries is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because noise level exposure from those activities is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Impact 9: Mechanical Equipment (HVAC) Noise at Adjacent Commercial Land Uses Heating, ventilating, and air conditioning (HVAC) requirements for the proposed QSR building will most likely be met using packaged roof-mounted systems. As a means of determining noise exposure due to rooftop mechanical equipment, BAC utilized reference file data collected for previous studies. BAC reference file data for HVAC systems indicate that a 12.5-ton packaged unit can be expected to generate an A-weighted sound power level of 85 dB.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Using the sound power data stated above, and assuming standard spherical spreading loss (-6 dB per doubling of distance), project HVAC equipment noise exposure at the adjacent future and existing commercial uses was calculated and the results of those calculations are presented in Table 17.
Table 17
Predicted HVAC Equipment Noise Levels at Adjacent Commercial Uses Receiver1 Direction
Assessment
Location
Predicted Noise Level, Leq
(dB)
Future Commercial – Hotel West Property Line 45
Existing Commercial – Medical Offices South Property Line 41 Existing Commercial – Medical Offices South Building Facade 33 1 Locations of commercial land uses are shown in Figure 1.
Source: Bollard Acoustical Consultants, Inc. 2023.
As shown in Table 17, project HVAC equipment noise levels are predicted to satisfy the Municipal Code 65 dB Leq exterior noise level standard at the property lines of the adjacent future and existing commercial uses.
Given the predicted exterior noise levels presented in Table 17, and after consideration of the exterior to interior noise level reduction typically provided by standard building construction (i.e., at least 25 dB with windows closed and approximately 15 dB with windows open), project HVAC equipment noise level exposure is expected to be well below the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
As noted previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, ambient plus project HVAC equipment noise level increases were calculated at the existing offices to the south. According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be less than 0.1 dB Leq at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because noise exposure from project HVAC equipment is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because noise level exposure from this noise source is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Impact 10: Cumulative On-Site Operations Noise at Adjacent Commercial Land Uses The calculated cumulative (combined) noise levels from analyzed on-site operations at the adjacent future and existing commercial uses are presented in Table 18. It should be noted that due to the logarithmic nature of the decibel scale, the sum of two noise values which differ by 10 dB equates to an overall increase in noise levels of 0.4 dB. When the noise sources are equivalent, the sum would result in an overall increase in noise levels of 3 dB.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Table 18
Calculated Cumulative On-Site Noise Levels at Adjacent Commercial Uses Commercial Receiver Direction
Predicted Exterior Noise Levels, Leq (dB)
Cumulative,
Leq (dB)1 Parking
Drive-Through On-Site
Vehicle Circ.
Outdoor
Patio
On-Site
Truck Circ.
Truck
Speakers Vehicles Deliveries HVAC
Future Hotel West 54 44 37 61 40 53 43 45 62
Existing Medical Offices South 45 34 50 61 40 53 43 41 62 Existing Medical Offices South 33 29 26 46 32 33 33 33 47 1 Calculated cumulative noise levels based on predicted noise levels presented in Impacts 3-9.
Source: Bollard Acoustical Consultants, Inc. 2023.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Table 18 data indicate that calculated cumulative (combined) noise level exposure from analyzed project on-site operations would satisfy the Municipal Code 65 dB Leq exterior noise level standard at the property lines of the adjacent future and existing commercial uses.
Based on the predicted exterior noise levels presented in Table 18, and after consideration of the exterior to interior noise level reduction typically provided by standard building construction (i.e., at least 25 dB with windows closed and approximately 15 dB with windows open), combined project on-site operations noise level exposure is expected to satisfy the General Plan’s interior noise level standard of 45 dB Leq within the closest existing office buildings.
BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured average (Leq) noise levels at Site B during the survey, cumulative increases in ambient noise levels were calculated at the existing offices to the south. According to the results from that exercise, cumulative project-generated increases in ambient daytime noise levels are calculated to be 0.3 dB Leq at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only. The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Because cumulative (combined) noise exposure from on-site operations is predicted to satisfy applicable Morgan Hill Municipal Code and General Plan noise level criteria at the adjacent commercial uses, and because cumulative noise level exposure from those operations is not calculated to significantly increase ambient noise levels at the closest existing commercial uses (medical offices), this impact is identified as being less than significant.
Noise Impacts Associated with Project Construction Activities Impact 11: Project Demolition & Construction Noise at Adjacent Commercial Land Uses During project demolition and construction activities, heavy equipment would be used for grading excavation, paving, and building construction, which would increase ambient noise levels when in use. Noise levels would vary depending on the type of equipment used, how it is operated, and how well it is maintained. Noise exposure at any single point outside the project work area would also vary depending upon the proximity of equipment activities to that point.
Table 19 includes the range of maximum noise levels for equipment commonly used in general construction projects at full-power operation at a distance of 50 feet. Not all of these construction activities would be required of this project. Table 19 data also include predicted maximum (Lmax) equipment noise levels at the adjacent future and existing commercial uses, which assume a standard spherical spreading loss of 6 dB per doubling of distance.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Table 19
Reference and Projected Noise Levels for Typical Residential Construction Equipment Equipment
Reference Noise
Level at 50 Feet,
Lmax (dB)
Projected Noise Level, Lmax (dB)
Future Commercial PL
(Hotel)
Existing Commercial
PL (Medical Offices)
Existing Commercial
Bldg (Medical Offices)
Air compressor 80 90 90 66
Backhoe 80 90 90 66
Ballast equalizer 82 92 92 68
Ballast tamper 83 93 93 69
Compactor 82 92 92 68
Concrete mixer 85 95 95 71
Concrete pump 82 92 92 68
Concrete vibrator 76 86 86 62
Crane, mobile 83 93 93 69
Dozer 85 95 95 71
Excavator 85 95 95 71
Generator 82 92 92 68
Grader 85 95 95 71
Impact wrench 85 95 95 71
Loader 80 90 90 66
Paver 85 95 95 71
Pneumatic tool 85 95 95 71
Pump 77 87 87 63
Saw 76 86 86 62
Scarifier 83 93 93 69
Scraper 85 95 95 71
Shovel 82 92 92 68
Spike driver 77 87 87 63
Tie cutter 84 94 94 70
Tie handler 80 90 90 66
Tie inserter 85 95 95 71
Truck 84 94 94 70
Low 86 86 62
High 95 95 71
Average 91 91 67
Source: 2018 FTA Noise and Vibration Impact Assessment Manual, Table 7-1 and BAC calculations.
As noted in the Regulatory Setting Section of this report, Section 8.28.040(D) of the Morgan Hill Municipal Code exempts construction noise provided that such activities do not occur during set hours. Specifically, construction activities are prohibited other than between the hours of 7:00 a.m. and 8:00 p.m., Monday through Friday and between the hours of 9:00 a.m. to 6:00 p.m. on Saturday. Further, construction activities may not occur on Sundays or federal holidays. It is reasonably assumed for the purposes of this analysis that all on-site noise-generating project construction equipment and activities would occur pursuant to Municipal Code Section
8.28.040(D) and would thereby be exempt from Municipal Code noise level criteria.
However, noise from heavy equipment operations during on-site demolition/construction activities would add to the noise environment in the immediate vicinity of the work area. In terms of determining the temporary noise increase due to project-related demolition/construction activities, an impact would occur if those activities were to noticeably increase ambient noise levels above background levels at nearby existing commercial uses. As mentioned previously in this report,
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
the threshold of perception of the human ear is approximately 3 to 5 dB – a 5 dB change is considered to be clearly noticeable. For this analysis, a noticeable increase in ambient noise levels is assumed to occur where noise levels increase by 5 dB or more over existing ambient noise levels.
As mentioned previously, BAC ambient noise measurements obtained at Site B are believed to be representative of the ambient noise environment at the existing commercial offices to the south of the project. Using the lowest measured maximum (Lmax) noise levels at Site B during the survey (presented in Table 5 of this report), and the highest predicted construction equipment maximum noise levels shown in Table 19, ambient plus project demolition/construction equipment noise level increases were calculated at the existing offices to the south. According to the results from that exercise, project-generated increases in ambient daytime noise levels are calculated to be 0.9 dB Lmax at the closest medical office buildings to the south. It is reasonably assumed that the hours of business for the existing medical offices to the south are during daytime hours only.
The calculated increase in ambient daytime noise levels indicated above is well below the applied increase significance criterion of 5 dB.
Based on the analysis and results provided above, this impact is identified as being less than significant. Nonetheless, to the reduce the potential for annoyance at nearby existing uses, the following measures should be incorporated into project on-site construction operations:
• All on-site noise-generating construction activities shall occur pursuant to Section
8.28.040(D) of the Morgan Hill Municipal Code.
• The project shall utilize temporary construction noise control measures including the use of temporary noise barriers, or other appropriate measures as mitigation for noise generated during construction of projects.
• All noise-producing project equipment and vehicles using internal-combustion engines shall be equipped with manufacturers-recommended mufflers and be maintained in good working condition.
• All mobile or fixed noise-producing equipment used on the project site that are regulated for noise output by a federal, state, or local agency shall comply with such regulations while in the course of project activity.
• Electrically powered equipment shall be used instead of pneumatic or internal-combustionpowered equipment, where feasible. • Material stockpiles and mobile equipment staging, parking, and maintenance areas shall be located as far as practicable from noise-sensitive receptors. • Project area and site access road speed limits shall be established and enforced during the construction period.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
Vibration Impacts Associated with Project Activities
Impact 12: Vibration Generated by On-Site Project Demolition/Construction/Operations During project demolition and construction, heavy equipment would be used for grading, excavation, paving, and building construction, which would generate localized vibration in the immediate vicinity of the construction. The nearest existing structures have been identified as relatively newer engineered commercial buildings (not highly susceptible to damage by vibration).
Table 20 includes the range of vibration levels for equipment commonly used in general residential construction projects at a distance of 25 feet. Table 20 data also include projected equipment vibration levels at the nearest off-site existing structures to the project area.
Table 20
Reference and Projected Vibration Source Amplitudes for Construction Equipment Equipment
Reference Maximum
Vibration Level at 25
feet, VdB (rms)
Projected Maximum Vibration Level, VdB (rms)1
Existing Commercial
Bldg (East)
Existing Medical
Office Bldg (South)
Future Hotel
Bldg (West)2
Vibratory Roller 94 63 60 73
Hoe Ram 87 <55 <55 63
Large bulldozer 87 <55 <55 63
Caisson drilling 87 <55 <55 63
Loaded trucks 86 <55 <55 62
Jackhammer 79 <55 <55 58
Small bulldozer 58 <55 <55 <55
1 RMS velocity in decibels (VdB) re 1 micro-inch/second. 2 An analysis of project-generated vibration levels at the future hotel building to the west in the event construction and operation of the hotel use is complete before project construction begins.
Source: 2018 FTA Transit Noise and Vibration Impact Assessment Manual and BAC calculations.
Section 18.76.130 of the Morgan Hill Municipal Code states that vibration transmitted through the ground that is discernible without instruments at the lot line of the establishment or use is prohibited. However, vibrations from temporary construction, demolition, and vehicles that enter and leave the lot (e.g., construction equipment, trucks, etc.) are exempt from this standard.
Based on the data presented in Table 20, vibration levels generated from on-site demolition/construction activities are predicted to be below the FTA threshold for damage to engineered structures (98 VdB) at a distance of 25 feet from those activities. At the closest existing commercial building (east) and nearest existing medical building (south), demolition/construction-related vibration levels are predicted to be below the 65 VdB threshold of human perception (Table 20). It is the understanding of BAC that the existing medical buildings to the south of the project may contain equipment sensitive to vibration. Table 20 data indicate that predicted demolition/construction-related vibration levels at the closest medical building (south) would be below the FTA threshold of 65 VdB for buildings where vibration would interfere with interior operations/equipment.
Bollard Acoustical Consultants, Inc. (BAC)
Environmental Noise & Vibration Assessment
Chick-fil-A Restaurant – Morgan Hill, California
It should be noted that an analysis of project-generated vibration levels was also conducted at the future off-site hotel building (west) in the event the structure is completed and operational before project construction activities commence. As indicated in Table 20, construction-related vibration levels are predicted to be below levels considered to be annoying (75 VdB) at the future hotel building. Based on the analysis provided above, on-site construction within the project area is not expected to result in excessive groundborne vibration levels at nearby off-site structures.
Results from the ambient vibration level monitoring within the project area (Table 6) indicate that average measured vibration levels were below the 65 VdB threshold of perception. Therefore, it is expected that the project would not result in the exposure of persons to excessive groundborne vibration levels at proposed uses of the project.
Finally, the project proposes the construction of commercial uses. It is the experience of BAC that these uses do not typically have equipment that generates appreciable vibration.
Because vibration levels due to and upon the project are expected to be satisfactory relative to the applied FTA vibration impact criteria, this impact is considered to be less than significant.
This concludes BAC’s noise and vibration assessment of the Chick-fil-A Restaurant project in Morgan Hill, California. Please contact BAC at (530) 537-2328 or [email protected] if you have any comments or questions regarding this report.
Appendix A
Acoustical Terminology
Acoustics The science of sound.
Ambient Noise The distinctive acoustical characteristics of a given space consisting of all noise sources audible at that location. In many cases, the term ambient is used to describe an existing or pre-project condition such as the setting in an environmental noise study.
Attenuation The reduction of an acoustic signal.
A-Weighting A frequency-response adjustment of a sound level meter that conditions the output signal to approximate human response.
Decibel or dB Fundamental unit of sound. A Bell is defined as the logarithm of the ratio of the sound pressure squared over the reference pressure squared. A Decibel is one-tenth of a Bell.
CNEL Community Noise Equivalent Level. Defined as the 24-hour average noise level with noise occurring during evening hours (7 - 10 p.m.) weighted by a factor of three and nighttime hours weighted by a factor of 10 prior to averaging.
Frequency The measure of the rapidity of alterations of a periodic signal, expressed in cycles per second or hertz.
IIC Impact Insulation Class (IIC): A single-number representation of a floor/ceiling partition’s impact generated noise insulation performance. The field-measured version of this number is the FIIC.
Ldn Day/Night Average Sound Level. Similar to CNEL but with no evening weighting.
Leq Equivalent or energy-averaged sound level.
Lmax The highest root-mean-square (RMS) sound level measured over a given period of time.
Loudness A subjective term for the sensation of the magnitude of sound.
Masking The amount (or the process) by which the threshold of audibility is for one sound is raised by the presence of another (masking) sound.
Noise Unwanted sound.
Peak Noise The level corresponding to the highest (not RMS) sound pressure measured over a given period of time. This term is often confused with the “Maximum” level, which is the highest RMS level.
RT60 The time it takes reverberant sound to decay by 60 dB once the source has been removed.
STC Sound Transmission Class (STC): A single-number representation of a partition’s noise insulation performance. This number is based on laboratory-measured, 16-band (1/3- octave) transmission loss (TL) data of the subject partition. The field-measured version of this number is the FSTC.
Legend
Appendix B
A Site A: Along western project property line, facing east B Site B: Along southern project property line, facing south towards medical offices A B
Chick-fil-A Restaurant
Morgan Hill, CA
Noise & Vibration Survey Photographs
Appendix C-1 of 1
FHWA Highway Traffic Noise Prediction Model InputsChick-fil-A RestaurantFile Name: ExistingRun Date: 4/19/2023 1 Monterey Rd North of Cochrane Rd 15,445 80 20 2 2 45 150 02 Monterey Rd South of Cochrane Rd 22,475 80 20 2 2 45 110 03 Cochrane Rd Monterey Rd to Butterfield Blvd 16,410 80 20 2 2 45 150 04 Cochrane Rd Butterfield Blvd to Evergreen Vlg 18,630 80 20 2 2 45 150 05 Cochrane Rd Evergreen Vlg to Sutter Blvd 18,220 80 20 2 2 45 150 0 6 Cochrane Rd Sutter Blvd to Madrone Pkwy 27,665 80 20 2 2 45 150 0 7 Cochrane Rd Madrone Pkwy to US 101 SB Ramps 20,900 80 20 2 2 45 100 08 Cochrane Rd US 101 SB Ramps to US 101 NB Ramps 28,960 80 20 2 2 45 315 0 9 Cochrane Rd East of US 101 NB Ramps 14,525 80 20 2 2 45 125 0 10 Butterfield Blvd South of Cochrane Rd11 Woodview Ave North of Cochrane Rd 1,560 80 20 2 2 35 110 012 Evergreen Vlg South of Cochrane Rd 760 80 20 2 2 25 100 013 Sutter Blvd North of Cochrane Rd 6,650 80 20 2 2 35 75 014 Sutter Blvd Cochrane Rd to Cochrane Plza 7,555 80 20 2 2 35 100 015 Sutter Blvd South of Cochrane Plza 6,750 80 20 2 2 35 75 016 Madrone Pkwy North of Cochrane Rd 3,500 80 20 2 2 35 75 017 Cochrane Plza South of Cochrane Rd 8,480 80 20 2 2 25 50 018 Cochrane Plza West of Sutter Blvd 2,740 80 20 2 2 25 200 019 Cochrane Plza East of Sutter Blvd 395 80 20 2 2 20 50 020 US 101 SB Ramps South of Cochrane Rd 10,735 80 20 2 2 70 100 021 US 101 NB Ramps North of Cochrane Rd 4,980 80 20 2 2 70 200 0 #
Offset
(dB)
Distance to
Receptor
% Hvy.
Trucks
% Med.
Roadway Description ADT Day % Night % Trucks Speed
Appendix D-1 of 1
FHWA Highway Traffic Noise Prediction Model InputsChick-fil-A RestaurantFile Name: Existing+ProjectRun Date: 4/19/2023 1 Monterey Rd North of Cochrane Rd 15,560 80 20 2 2 45 150 02 Monterey Rd South of Cochrane Rd 22,510 80 20 2 2 45 110 03 Cochrane Rd Monterey Rd to Butterfield Blvd 16,595 80 20 2 2 45 150 04 Cochrane Rd Butterfield Blvd to Evergreen Vlg 18,865 80 20 2 2 45 150 05 Cochrane Rd Evergreen Vlg to Sutter Blvd 18,510 80 20 2 2 45 150 0 6 Cochrane Rd Sutter Blvd to Madrone Pkwy 27,960 80 20 2 2 45 150 0 7 Cochrane Rd Madrone Pkwy to US 101 SB Ramps 21,060 80 20 2 2 45 100 08 Cochrane Rd US 101 SB Ramps to US 101 NB Ramps 29,255 80 20 2 2 45 315 0 9 Cochrane Rd East of US 101 NB Ramps 14,645 80 20 2 2 45 125 0 10 Butterfield Blvd South of Cochrane Rd11 Woodview Ave North of Cochrane Rd 1,770 80 20 2 2 35 110 012 Evergreen Vlg South of Cochrane Rd 760 80 20 2 2 25 100 013 Sutter Blvd North of Cochrane Rd 7,250 80 20 2 2 35 75 014 Sutter Blvd Cochrane Rd to Cochrane Plza 7,730 80 20 2 2 35 100 015 Sutter Blvd South of Cochrane Plza 7,350 80 20 2 2 35 75 016 Madrone Pkwy North of Cochrane Rd 3,500 80 20 2 2 35 75 017 Cochrane Plza South of Cochrane Rd 8,480 80 20 2 2 25 50 018 Cochrane Plza West of Sutter Blvd 2,740 80 20 2 2 25 200 019 Cochrane Plza East of Sutter Blvd 1,380 80 20 2 2 20 50 020 US 101 SB Ramps South of Cochrane Rd 10,800 80 20 2 2 70 100 021 US 101 NB Ramps North of Cochrane Rd 5,050 80 20 2 2 70 200 0 #
Offset
(dB)
Distance to
Receptor
% Hvy.
Trucks
% Med.
Roadway Description ADT Day % Night % Trucks Speed
Appendix E-1 of 1
FHWA Highway Traffic Noise Prediction Model InputsChick-fil-A RestaurantFile Name: CumulativeRun Date: 4/19/2023 1 Monterey Rd North of Cochrane Rd 19,585 80 20 2 2 45 150 02 Monterey Rd South of Cochrane Rd 30,385 80 20 2 2 45 110 03 Cochrane Rd Monterey Rd to Butterfield Blvd 20,420 80 20 2 2 45 150 04 Cochrane Rd Butterfield Blvd to Evergreen Vlg 24,365 80 20 2 2 45 150 05 Cochrane Rd Evergreen Vlg to Sutter Blvd 22,820 80 20 2 2 45 150 0 6 Cochrane Rd Sutter Blvd to Madrone Pkwy 33,590 80 20 2 2 45 150 0 7 Cochrane Rd Madrone Pkwy to US 101 SB Ramps 27,565 80 20 2 2 45 100 08 Cochrane Rd US 101 SB Ramps to US 101 NB Ramps 35,065 80 20 2 2 45 315 0 9 Cochrane Rd East of US 101 NB Ramps 21,355 80 20 2 2 45 125 0 10 Butterfield Blvd South of Cochrane Rd11 Woodview Ave North of Cochrane Rd 3,420 80 20 2 2 35 110 012 Evergreen Vlg South of Cochrane Rd 760 80 20 2 2 25 100 013 Sutter Blvd North of Cochrane Rd 8,180 80 20 2 2 35 75 014 Sutter Blvd Cochrane Rd to Cochrane Plza 9,080 80 20 2 2 35 100 015 Sutter Blvd South of Cochrane Plza 8,275 80 20 2 2 35 75 016 Madrone Pkwy North of Cochrane Rd 3,520 80 20 2 2 35 75 017 Cochrane Plza South of Cochrane Rd 10,575 80 20 2 2 25 50 018 Cochrane Plza West of Sutter Blvd 2,740 80 20 2 2 25 200 019 Cochrane Plza East of Sutter Blvd 395 80 20 2 2 20 50 020 US 101 SB Ramps South of Cochrane Rd 13,495 80 20 2 2 70 100 021 US 101 NB Ramps North of Cochrane Rd 5,585 80 20 2 2 70 200 0 #
Offset
(dB)
Distance to
Receptor
% Hvy.
Trucks
% Med.
Roadway Description ADT Day % Night % Trucks Speed
Appendix F-1 of 1
FHWA Highway Traffic Noise Prediction Model InputsChick-fil-A RestaurantFile Name: Cumulative+ProjectRun Date: 4/19/2023 1 Monterey Rd North of Cochrane Rd 19,765 80 20 2 2 45 150 02 Monterey Rd South of Cochrane Rd 30,440 80 20 2 2 45 110 03 Cochrane Rd Monterey Rd to Butterfield Blvd 20,605 80 20 2 2 45 150 04 Cochrane Rd Butterfield Blvd to Evergreen Vlg 24,600 80 20 2 2 45 150 05 Cochrane Rd Evergreen Vlg to Sutter Blvd 23,110 80 20 2 2 45 150 0 6 Cochrane Rd Sutter Blvd to Madrone Pkwy 33,885 80 20 2 2 45 150 0 7 Cochrane Rd Madrone Pkwy to US 101 SB Ramps 27,670 80 20 2 2 45 100 08 Cochrane Rd US 101 SB Ramps to US 101 NB Ramps 35,255 80 20 2 2 45 315 0 9 Cochrane Rd East of US 101 NB Ramps 21,430 80 20 2 2 45 125 0 10 Butterfield Blvd South of Cochrane Rd11 Woodview Ave North of Cochrane Rd 3,630 80 20 2 2 35 110 012 Evergreen Vlg South of Cochrane Rd 760 80 20 2 2 25 100 013 Sutter Blvd North of Cochrane Rd 8,780 80 20 2 2 35 75 014 Sutter Blvd Cochrane Rd to Cochrane Plza 9,255 80 20 2 2 35 100 015 Sutter Blvd South of Cochrane Plza 8,875 80 20 2 2 35 75 016 Madrone Pkwy North of Cochrane Rd 3,520 80 20 2 2 35 75 017 Cochrane Plza South of Cochrane Rd 10,575 80 20 2 2 25 50 018 Cochrane Plza West of Sutter Blvd 2,740 80 20 2 2 25 200 019 Cochrane Plza East of Sutter Blvd 1,380 80 20 2 2 20 50 020 US 101 SB Ramps South of Cochrane Rd 13,535 80 20 2 2 70 100 021 US 101 NB Ramps North of Cochrane Rd 5,630 80 20 2 2 70 200 0 #
Offset
(dB)
Distance to
Receptor
% Hvy.
Trucks
% Med.
Roadway Description ADT Day % Night % Trucks Speed
Appendix G
Drive-Through Speaker Reference Noise Level Data
11111
Customer Driven
Memo
Re: Drive-Thru Sound Pressure Levels From the Menu Board or Speaker Post The sound pressure levels from the menu board or speaker post are as follows:
I. Sound pressure level (SPL) contours (A weighted) were measured on a typical HME SPP 2 speaker post. The test condition was for pink noise set to 84 dB A at l foot in front of the speaker. All measurements were conducted outside with the speaker post placed 8 feet from a non-absorbing building wall and at an oblique angle to the wall. These measurements should not be construed to guarantee performance with any particular speaker post in any particular environment. They are typical results obtained under the conditions described above.
2. The SPL levels are presented for different distances from the speaker post:
Distance from the Speaker (Feet) SPL (dBA)
I foot 84dBA
2 feet 78dBA
4 feet 72dBA
8 feet 66dBA
16 feet 60dBA
32 feet 54dBA
3. The above levels are based on factory recommended operating levels, which are preset for HME components and represent the optimum level for drive-thru operations in the majority of the installations.
Also, HME incorporates automatic volume control (A VC) into many of our Systems. A VC will adjust the outbound volume based on the outdoor, ambient noise level. When ambient noise levels naturally decrease at night, A VC will reduce the outbound volume on the system. See below for example:
Distance from Outside Speaker
I foot
2 feet
4 feet
8 feet
16 feet
Decibel Level of standard
system with 45 dB of outside
noise without A VC
84dBA
78dBA
72dBA
66dBA
60dBA
Decibel level of standard system
with 45 dB of outside noise with
AVC active
60dBA
54dBA
48 dBA
42dBA
36dBA
If there are any further questions regarding this issue please contact HME customer service at 1-800-848-4468.
Thank you for your interest in HME's products.
HM Electronics, Inc. I 14110 Stowe Drive I Poway, CA 92064 phone: 800.848.4468 I fax: 858.452.7207 I www.hme.com
Memorandum
Date: August 29, 2023
To: Nick Pappani, Raney Planning & Management
From: Robert Del Rio, T.E., Luis Descanzo
Subject: VMT Assessment for the Proposed 18599 Sutter Boulevard Chick-Fil-A in Morgan Hill, California
Hexagon Transportation Consultants, Inc. has completed a vehicle-miles traveled (VMT) assessment for the proposed Chick-Fil-A restaurant located at 18599 Sutter Boulevard (APN 726-32-002) in Morgan Hill, California (see Figure 1). The site is currently occupied by a vacant restaurant. As proposed, the project would consist of a 5,028 s.f. Chick-Fil-A restaurant with two drive-through lanes. The purpose of this memorandum is to provide an assessment of the project’s effect on VMT. The VMT assessment methodology and results are discussed below.
VMT Assessment Methodology and Results
Pursuant to Senate Bill (SB) 743, the California Environmental Quality Act (CEQA) 2019 Update Guidelines Section 15064.3, subdivision (b) states that VMT will be the metric in analyzing transportation impacts for land use projects for CEQA purposes. VMT is the total miles of travel by personal motorized vehicles a project is expected to generate in a day. VMT measures the full distance of personal motorized vehicle-trips with one end within the project.
The City of Morgan Hill, at the time of this report, is undertaking a process of updating its transportation policies to incorporate VMT methodologies and significance thresholds to be consistent with SB 743 but has not released draft thresholds. In the absence of an adopted City policy with impact standards and thresholds, this assessment relies on the Governor’s Office of Planning and Research (OPR) guidelines in analyzing the project’s effects on VMT.
OPR Screening Recommendations
The Technical Advisory on Evaluating Transportation Impacts in CEQA published by OPR in December 2018 provides recommendations regarding VMT evaluation methodology, significance thresholds, and screening thresholds for the evaluation of land use projects.
The OPR provides screening threshold recommendations that are intended to identify when a project can be determined to cause a less-than-significant impact without conducting a detailed VMT evaluation. The OPR screening thresholds recommendations are based on project size, maps, transit availability, and provision of affordable housing. The OPR recommendations include the screening threshold criteria listed below:
Item 4
Attachment 9
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 2
Figure 1
Site Location
Cochrane Rd Cochrane Rd
Madrone Pkwy Madrone Pkwy
Monterey Rd Monterey Rd
Butterfield Blvd Butterfield Blvd
Dunne Ave Dunne Ave
101
NORTH
Not to Scale
= Project Site Location
= City of Morgan Hill
LEGEND:
Evergreen Vlg Evergreen Vlg Woodview Ave Woodview AveSutter Blvd Sutter Blvd
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 3
Figure 2 Site Plan
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 4
OPR recommends that office or residential projects not exceeding a level of 15 percent below existing VMT per capita and employee may indicate a less-than-significant impact on VMT. OPR recommends that projects (including office, residential, retail, and mixed-use developments) proposed within ½ mile of an existing major transit stop or within ¼ mile of an existing stop along a high-quality transit corridor may be presumed to have a less-thansignificant impact on VMT. OPR recommends that 100 percent affordable residential development in infill locations be presumed to have a less-than-significant impact on VMT. OPR recommends that projects that generate or attract fewer than 110 trips per day generally may be assumed to cause a less-than-significant impact on VMT. OPR recommends that local-serving retail developments (considered to be less than 50,000 s.f. in size) may be assumed to cause a less-than-significant impact on VMT.
However, the guidelines for the evaluation of VMT for development projects is limited to general land use categories such as residential, office, industrial, and retail. Therefore, the assessment of VMT for the proposed fast-food restaurant required a conversion to an equivalent amount of one of the general land uses that has similar trip generating and trip origin/destination characteristics. The number and origination/destination of daily trips and resulting VMT generated by the proposed fast-food restaurant available within the City would be similar to that of local-serving retail since there is not another Chick Fil A restaurant located within the City. As such, the proposed project would provide service to City residents that does not exist today. Therefore, the proposed fast-food restaurant was converted to an equivalent amount of local-serving retail space based on a comparison of estimated daily trips using ITE trip rates for the proposed fast-food restaurant and typical retail uses.
Daily Trip Generation Estimates
Site-generated vehicular traffic for the proposed restaurant was estimated utilizing trip generation rates that were determined based on vehicular counts at three existing Chick-fil-A restaurants with two drivethrough lanes and of comparable square footage as that of the proposed project. The trip surveys were completed between February 18, 2023 and February 25, 2023 at the following three locations:
Pittsburg, CA – 4717 Century Boulevard (4.99 k.s.f.)
Milpitas, CA – 755 E. Calaveras Boulevard (4.96 k.s.f.) Daly City, CA – 6 Serramonte Center (4.92 k.s.f.)
Daily trip generation was estimated based on the surveyed peak-hour trips and the ratio of peak-hour trips to daily trips for a fast-food restaurant with drive-through window (Land Use 934) published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The results of each survey, shown on Table 1, were utilized to calculate average trip rates. Using these average rates, the project is estimated to produce 1,822 daily vehicle trips prior to any trip reductions (see Table 1).
Fast-food restaurants with drive-through windows attract a substantial number of pass-by trips, which are trips made by drivers who already pass by the project site on an adjacent street en- route to another destination, such as a trip from work to home. In contrast, primary (non-pass-by) trips are new trips made for the sole purpose of visiting the project site. Thus, pass-by trips are not considered new trips that are generated by the project site. However, the attraction of pass-by trips does result in a reassignment of existing traffic passing-by the project site on adjacent streets at site driveways and intersections immediately adjacent to the project site. A 50 percent pass-by reduction was assumed for the estimated daily trips.
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 5
Table 1 Trip Survey Summary
Survey Location1 Size (ksf)
Rate In Out Total Rate In Out Total
Pittsburg - 4717 Century Blvd 4.99 19.86 54 45 99 34.90 89 85 174Milpitas - 755 E Calaveras Blvd 4.96 13.30 30 36 66 31.24 92 63 155Daly City - 6 Serramonte Center 4.92 27.03 69 64 133 54.07 126 140 266Survey Average 4.96 20.06 51 48 99 40.07 102 96 198 ITE 934: Fast-Food Restaurant with Drive-Through 4.96 44.61 113 108 221 33.03 85 79 164 Notes:
1 Peak-hour trips are based on trip survey counts conducted February 18, 2023 to February 25, 2023.
AM Peak-Hour PM Peak-Hour
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 6
After subtracting pass-by trips, the project is expected to generate 911 primary vehicle trips per day.
Because the existing commercial building on the project site is currently vacant, no trip credits are applied for the existing commercial space. Trip generation estimates for the proposed project are shown in Table 2.
VMT Assessment Results
VMT Evaluation Using OPR Screening Criteria
The proposed project consists of a 5,028 s.f. fast food restaurant. The proposed project was converted to an equivalent amount of retail/commercial use for the purpose of the VMT assessment since the OPR screening criteria outlined above are not directly applicable to fast food restaurant uses. The results of the conversion of the proposed fast-food restaurant to an equivalent amount of retail/commercial space, shown on Table 3, indicate that the proposed fast food restaurant would generate net new daily trips equivalent to that of an approximately 22,500 s.f. retail development. If no pass-by reduction is applied, the proposed fast food restaurant would generate daily trips equivalent to that of an approximately 49,500 s.f. retail development.
Since the project’s converted retail size, with or without pass-by reductions, would be less than 50,000 s.f., the proposed project may be presumed to be a local-serving facility and would therefore have a less-than-significant impact on VMT. The OPR guidelines suggest that by adding retail opportunities into the urban fabric and thereby improving retail destination proximity, local-serving retail development tends to shorten trips and reduce VMT. Chick-Fil-A, in particular, does not have a significant presence in the Southern Santa Clara Valley region, with restaurants in South San Jose and Salinas being the closest to Morgan Hill. The proposed new Morgan Hill location will provide a proximate location for City residents to a Chick-Fil-A restaurant, thus resulting in shorter trips and subsequent reduction in VMT generated by Morgan Hill residents for the purpose of visiting a Chick-Fil-A location. Moreover, the trip generation estimates assume a significant number of trips will be pass-by trips. As discussed above, pass-by trips are not considered new trips and merely result in a reassignment of existing through traffic (i.e. along Cochrane Road and Sutter Boulevard) at site driveways and intersections immediately adjacent to the project site. These pass-by trips are already accounted for in the baseline VMT and are not new VMT generated by the proposed project.
As a result of the project having trip-making characteristics of a local-serving retail facility, it can be presumed that the proposed project would have a less-than-significant impact on VMT based on OPR’s VMT screening criteria.
Quantitative VMT Evaluation
For informational purposes, the VMT assessment was supplemented with a quantitative analysis of the project’s effects on VMT. The VTA Countywide transportation model was used to estimate VMT for the proposed retail/fast-food use of the project site since it can estimate the diversion of traffic and change in traffic patterns due to land use changes/additions like those proposed by the project. The VTA model is a mathematical representation of travel within Santa Clara County and is mainly composed of four components: 1) trip generation, 2) trip distribution, 3) mode choice, and 4) trip assignment. The model uses socioeconomic inputs (i.e. households, number of jobs, travel mode-share defaults) to estimate travel within Santa Clara County. Socioeconomic inputs are aggregated into geographic areas or traffic analysis zones (TAZs). The underlying premise of the VMT evaluation is that the proposed retail/fastfood uses would not cause an increase in trips but rather result in a change in trip-making
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 7
Table 2 Trip Generation Summary
Land Use Size (ksf)
Rate Trips Rate In Out Total Rate In Out Total
Proposed ProjectChick-Fil-A with Drive-Through1 5.03 362.34 1,822 20.06 52 49 101 40.07 104 97 201 Pass-by Reduction (50%) 2 -911 -26 -24 -50 -52 -49 -101 Net Project Trips 911 26 25 51 52 48 100Notes:
1 Peak-hour trips are based on trip survey counts conducted February 18, 2023 to February 25, 2023.
Daily trips are based on surveyed peak-hour trips and the ratio of peak-hour trips to daily trips published in the ITE Trip Generation Manual, 11th Edition for Land Use Code 934: Fast-Food Restaurant with Drive-Through. 2 Peak-hour pass-by trip reduction percentage assumed to be 50% of daily, AM peak-hour, and PM peak-hour trips.
Daily AM Peak-Hour PM Peak-Hour
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 8
Table 3
Conversion to Equivalent Retail Space
characteristics because some people would visit the proposed project instead of other nearby fast-food establishments.
The VTA model is general in it’s categorization of commercial, restaurant, retail type of land uses.
Therefore, in order to estimate the effects on VMT for the fast-food use of the proposed project with the model, the qualitative evaluation utilizes a converted square footage of 49,500 s.f. of commercial space (based on 1,822 daily trips) as described previously. The equivalent retail space was then converted to 124 retail jobs using a ratio of one retail job per 400 square feet.
Hexagon selected Traffic Analysis Zones (TAZ) within the model that included similar fast-food uses as the proposed project (see Figure 3). For the purpose of modeling VMT, some employees were assumed to leave their jobs at these nearby shopping centers and instead work at the proposed project site. In order to reflect this, an equivalent number of retail jobs from TAZs (334, 332, 358, 348, 345, 347, 354) were shifted to the project TAZ (336). These job changes were made in the 2015 base year land use file. The VTA model was then used to generate projected daily VMT without and with the project for the selected TAZs to estimate the change in daily VMT. The analysis includes an estimate of home-based work VMT (VMT generated by restaurant employees) and home-based shopping VMT (VMT generated by customers).
VMT Policies and Impact Criteria
To adhere to the state’s legislation, the City of Morgan Hill is currently developing the framework for new transportation policies based on the implementation of VMT as the primary measure of transportation impacts for CEQA purposes. The new policies will replace the City’s current transportation policies that are based on levels of service. However, since the City has not formally adopted its own City-specific VMT policies, this evaluation utilizes VMT analysis methodology and impact thresholds recommended in the Governor’s Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA, December 2018.
The thresholds of significance for retail development projects, as recommended in the OPR technical advisory, are based on the existing regional average total VMT. Per the technical advisory, projects that include retail uses are said to create a significant adverse impact on VMT when the project results in any increase in the total VMT.
Land Use Rate Trips
Proposed Chick-fil-A Restaurant (with pass-by reduction)1, 2 911 Retail (ITE #820)3 Equivalent Retail Space4
= 25,000 Square Feet 37.01 911
Proposed Chick-fil-A Restaurant (without pass-by reduction)1 1,822 Retail (ITE #820)3 Equivalent Retail Space4
= 49,500 Square Feet 37.01 1,822
Notes:
1. Daily trips are based on observed peak-hour trips and the ratio of peak-hour trips to daily trips published in the ITE Trip Generation Manual , 11th Edition for Land Use Code 934: Fast-Food Restaurant with Drive-Through.
2. Peak-hour pass-by trip reduction percentage based on data contained in the ITE Trip Generation Manual , 11th Edition.
Daily pass-by rate is assumed to be the same as PM pass-by rate.
3. ITE Trip Generation Manual , 11th Edition 2021.
4. The equivalent retail space were rounded up to the next 500 square feet.
Daily
Size
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 9
Figure 3
Similar Land Uses in the Project Vicinity
332
347
336
348
334
358
354
345
= Similar Land Uses
as Proposed Project
= Model TAZ Boundary
= Model TAZ Number
= Proposed Project Site Location
LEGEND
XXX
18599 Sutter Boulevard Chick-Fil-A VMT Assessment August 29, 2023 Page | 10
The model results summarized in Table 4 show that the proposed project would result in an increase of 205 home-based work VMT and a decrease of 607 home-based shopping VMT, resulting in a net decrease of 402 daily VMT. The net reduction in VMT is the result of the project providing a new fastfood option in northern Morgan Hill proximate to nearby residents and employment areas, thus resulting in shorter trips and subsequent reduction in VMT generated by customers. Therefore, the qualitative analysis shows that the proposed project would not result in an impact on the transportation system based on OPR’s recommended VMT impact criteria.
Table 4
Retail VMT Analysis
Project -
VMT Analysis No Project Project No Project
Home-Based Work VMT 178,223 178,428 205
Home-Based Shop/Other VMT 122,170 121,563 -607
Total VMT 300,393 299,991 -402
Item 4
Attachment 10
Rich Buikema
From: Joanne Conca <
Sent: Thursday, February 9, 2023 2:12 PM
To: Rich Buikema
Cc: David Conca
Subject: RE: Issues with Chick-fil-A project
Hi Rich,
Thank you for taking the time to talk with my husband, David Conca, a couple weeks ago about the review process for the proposed Chick-fil-A project at 18599 Sutter Blvd. ("subject property"). We are the owners of the office property at 18525 Sutter Blvd. which is adjacent to the subject property and directly Southeast of it.
We ask that the City of Morgan Hill not pennit the conditional use pennit of the subject property that would allow a drive-through. Please share our concerns about this project with the city planners and those reviewing the proposal.
I) Our property shares a driveway with the subject property to enter and exit both of our properties from Sutter Blvd. Currently there is often a long wait to tum left onto Sutter Blvd. while exiting our property in order to yield to street traffic and other vehicles and pedestrians exiting the Cochrane Plaza driveway across the street. If there is a business with a busy drive-through on the subject property, we're concerned that traffic will back up on our driveway from two sources: I) increased number of cars waiting to tum left onto Sutter Blvd. and 2) the potential overflow of the drive-though queue which would overflow into the driveway.
2) We're concerned that a significant amount of Chick-Fil-A traffic will enter our property from Jarvis Dr. and cut across our parking lot in order to access the subject property and avoid a stop sign at Jarvis and Sutter. We do have another entrance onto our property from Jarvis Dr; and we have found that many vehicles driving from Butterfield Blvd. via Jarvis Dr. cut across our property using our Jarvis entrance to avoid the stop sign at Jarvis Dr. and Sutter Blvd. to get to Cochrane Rd. We also see vehicles cut across our lot using the reverse route from Sutter Blvd. to Jarvis Dr. as a short cut. We see this happen daily. It is the path of least resistance where vehicles can avoid a stop sign and avoid speed bumps on the neighboring property.
3) Currently ingress and egress access to the subject property is solely through an easement. There is a reciprocal easement agreement with our property, and the property to the West of our two properties. Under the "Grant of Reciprocal Easements" originally recorded on Jun J 6, 1989 and subsequently amended on two occasions, "The Access Easement may be used only for pedestrian and vehicular traffic of the type and quantity reasonably necessary for the development and operation of retail/commercial center as contemplated by the parties' common plan. No increase in the burden created by the Access Easement or change in the use of the Access Easement may be made without the written approval of the owner of the burdened parcel" Adding another driveway to the subject property on Cochrane Rd. may help ease the burden; but we would expect that there would still be significantly more traffic using the existing driveway than any traffic ever anticipated with the current use of the property as a sit-down restaurant.
4) The site plan seems to indicate that if there is an overflow of customers in the queue for the drivethrough, then the overflow of vehicles will back into our driveway and onto our property and cause a traffic situation on our property. We believe that such a situation reduces the quiet enjoyment of our own property and the rights to ingress and egress through our own driveway. It directly impacts those
CHKF-58190\2758658.1
MEMORANDUM
TO: Rich Buikema, City of Morgan Hill
FROM: Basil S. Shiber
DATE: March 20, 2023
RE: FSU Morgan Hill #05180 / Claim of Overburdening Access Easement CC: Keith Gilbert, Katherine Light, Ronia Lutfi, Nate Loveland, Chad Gallagher, Mitchell Khurin, Jennifer Carman, Leanna Su, Ed Hale
As you may be aware, this firm represents Chick-fil-A, Inc. (“Chick-fil-A” or “CFA”) in connection with their ground lease and pending redevelopment of the property commonly known as 18599 Sutter Blvd. in Morgan Hill, California. We understand that there may be a misunderstanding by the adjacent property owner as to what beneficial easement rights Chick-fil-A, vis-à-vis its landlord, BAT Limited Partnership, has pursuant to that certain Grant of Reciprocal Easements recorded June 16, 1989 in Book K988 Page 1623. (the “Grant of Easement”). We have analyzed the Grant of Easement (as amended) in detail and have concluded that the Grant of Easement provides Chick-fil-A with easements for pedestrian access (i.e., a sidewalk) and vehicular traffic (i.e., a roadway) reasonably necessary to accommodate Chick-fil-A’s intended use of the subject property.
I. BACKGROUND FACTS.
A. 1989 Grant of Easement for Pedestrian and Vehicular Traffic To Serve A Commercial Development
The Grant of Easement relates to a roughly square piece of property in Morgan Hill approximately 11.3 acres in size, bounded by Cochrane Road on the northwest, Sutter Boulevard on the east and Jarvis Drive on the southeast. The land is described as “Parcel 13” in a parcel map recorded in April 1989 at Book 988, Page 1629. The owner of Lot 13 sold a 1.63 acre portion of the property located in the north-east corner, at the corner of Cochrane Road and Sutter Boulevard, to another party (McPie Time Partners, L.P.) and created a new Lot 13-A (APN 726-58-006) in connection with that transaction.
Such 1.63 acre new Lot 13-A is the future Chick-fil-A Demised Premises and may be referred to herein alternatively as “Lot 13-A” or the “CFA Premises”.
Item 4
Attachment 11
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
The Grant of Easement was signed by the then buyer/owner of the CFA Premises (Parkland Properties Company) and the seller/owner of the 9.66 acre “remainder” parcel (Mc Pie Time Partners).
The Grant of Easement provides for access to the CFA Premises over a sixty foot (60’) wide easement (“Access Easement”) located on the remainder Parcel and to the immediate southeast of the CFA Premises. The Grant of Easement states that it is the parties’ intention to “develop and operate their respective properties in conjunction with each other as integral parts of a retail/commercial center . . . .” (Recital D.) The Grant of Easement further provides that the Access Easement:
May be used only for pedestrian and vehicular traffic of the type and quantity reasonably necessary for the development and operation of a retail/commercial center as contemplated by the parties’ common plan. No increase in the burden created by the Access Easement or change in the use of the Access Easement may be made without the written approval of the owner of the burdened parcel.
(¶ 2.)
Additionally, the Grant of Easement gives the owner of the remainder parcel the right to relocate the Access Easement upon 30 days’ notice, provided that the rights of the CFA Premise to access Sutter Boulevard will not be materially diminished. (¶ 2.) In addition to the Access Easement, the seller/owner of the Lot 13 remainder parcel reserved what is described as a “Development Easement” over a 10,000 square foot portion of the CFA Premises for possible future use as parking, landscaping and utilities and related matters. (¶ 1(b).)
B. 1998 Amendment to Grant of Easement Affirming Access Easement, Terminating Development Easement, and Providing for Creation of Future Reciprocal Parking Agreement
An “Amendment to Grant of Reciprocal Easements” (“Amended Grant of Easement”) was entered into and recorded on December 16, 1998 by McPie Time Partners L.P., and the successor to Parkland Properties Company, Morgan Hill Development Partners, L.P. The Amended Grant of Easement notes that there is a “Marie Callender’s Restaurant” operating on Lot 13-A. (Recital C.) The Amended Grant of Easement further provides for a future “Reciprocal Easement Agreement” in the event of development of “Cochrane Plaza” by which the owner of Lot 13-A would be allocated 99 spaces on the remainder parcel (Lot 13) for the benefit of Lot 13-A. In this regard, the Amended Grant of Easement expressly refers to an unrecorded Sale Agreement dated June 15, 1989 by and between Mc Pie Time Partners and Parkland. (¶ 2.) The Amended Grant of Easement further provides that the owner of the remainder parcel may elect to terminate the Reciprocal Parking Easement obligation in the event that it elects to develop the remainder parcel “for a use which does not require a Reciprocal Parking Easement over Lot 13-A . . . .” (¶ 3.)
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
C. 2008 Second Amendment to Grant of Easement Affirming Access Easement
On February 7, 2008, the successor to the parties under the Grant of Easement entered into a “Second Amendment to Grant of Reciprocal Easements” (“Second Amended Grant of Easement”). By this time, it appears that the remainder parcel had been subdivided to create a new 2.26 acre parcel (APN 726-32-022) to the immediate south-east of Lot 13-A at the corner of Sutter Boulevard and Jarvis Drive, and the owner of that new parcel (South Valley Venture, LLC) signed the Second Amended Grant of Easement along with the owner of Lot 13-A and the owner of the balance of Lot 13.1 The newly created 2.26 acre parcel is the parcel currently improved and operated as an office building immediately adjacent to the CFA Premises (the “Office Parcel”), which is owned by Strategic Equity Investments / Joanne Conca (as discussed further below).
The Second Amended Grant of Easement reconfirmed the Access Easement (¶ 3(a)), and further specified in some detail the allocation and reimbursement obligations of the parties with respect to maintenance and repair of improvements installed in connection with the Access Easement. (¶ 3.)
In addition, the Second Amended Grant of Easement terminated the Reciprocal Parking Easement referenced in the Amended Grant of Easement (¶ 2) and the Development Easement referenced in the original Grant of Easement. (¶ 4.) Accordingly, what currently remains in terms of easement obligations arising out of the Grant of Easement and amendments is the Access Easement adjacent to Lot 13-A.
We understand that historically the Access Easement has been paved and used for vehicular and pedestrian traffic, with some associated landscaping, including by the Marie Callender’s restaurant which previously operated on the CFA Premises and subsequently and most recently by the restaurant which operated as Forbes Grill on Lot 13-A.
D. 2022 Estoppel Certificate Signed By Conca Representing Chick-fil-A Use is Consistent With Grant of Easement
On October 13, 2022, the successor owner of the Office Parcel adjacent to Lot 13-A, on which the Access Easement is located, executed an Estoppel Certificate in favor of Chick-fil-A, Inc. The Estoppel Certificate references the Grant of Easement and subsequent amendments, and notes that the signatory (Strategic Equity Investments, by Joanne Conca) is the current owner of the property burdened by the Access Easement (¶ 1). The Estoppel Certificate states:
1 The successor owner of the balance of Lot 13, Altera Corporation, signed the Second Amended Grant of Easement, and the agreement recites that Altera is the owner of property “consisting of approximately 20.43 acres…referred to as Assessor Parcel Number 726-32-021”. This acreage appears to be greater than the original property described in the Grant of Easement, and presumably reflects additional adjacent acreage owned by Altera.
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
CFA (as hereinafter defined) will be relying upon the contents of this Estoppel Certificate in connection with the Ground Lease for the Property.
Accordingly, the undersigned hereby represents and warrants to Chick-filA, Inc., a Georgia Corporation, its affiliates, successors and assigns (“CFA”), that as of the date hereof:
1. The undersigned is the owner of the SVV Property [burdened property] and successor- in-interest to SVV under the REA.
2. The REA has not been modified and is in full force and effect.
3. BAT [successor owner of the Chick-fil-A site] is current in its payment of its proportionate share of repair and maintenance costs under the REA, if any.
4. There does not exist any state of facts with the giving of notice, the passage of time or both, would constitute a default under the REA. . . . .
As stated, Joanne Conca signed the Estoppel Certificate on behalf of the Office Parcel owner on October 13, 2022. On February 7, 2023, Joanne Conca sent an email to Rich Buikema of the City of Morgan Hill referencing a discussion between Mr. Buikema and her husband, David Conca, “a couple weeks ago about the review process for the proposed Chick-fil-A project at 18599 Sutter Boulevard.” Ms. Conca asked that the City of Morgan Hill “not permit the rezoning of the subject property that would allow a drivethrough.” She shares some concerns relating to use of the easement and refers to and highlights the language of the easement which states: “No increase in the burden created by the Access Easement or change in the use of the Access Easement may be made without the written approval of the owner of the burdened parcel.” She states: “We would expect that there would still be significantly more traffic using the existing driveway than any traffic ever anticipated with the current use of the property as a sit down restaurant.” II. LEGAL ANALYSIS.
A. The Easement Contemplates Commercial Use, Which Includes A Fast Food Restaurant And Drive-Through.
As noted, the Grant of Easement provides that: “The Access Easement may be used only for pedestrian and vehicular traffic of the type and quantity reasonably necessary for the development and operation of a retail/commercial center as contemplated by the parties’ common plan.” The “parties’ common plan” at that time clearly involved the development and operation of a “retail/commercial center” which would use the Access Easement. Pursuant to the Morgan Hill Municipal Code, fast food restaurant use is a permitted commercial use on the property, which is zoned General Commercial. A drive-through is a conditionally permitted use on the property. (Morgan Hill Municipal Code § 18.24.020, Table 18.24.1.) In other words, the use of the easement for a Chick-fil-A restaurant with a drive-through is a commercial use consistent with the zoning of the property and expressly anticipated in the Grant of Easement. Indeed, the
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
Access Easement was created to accommodate such a use. Use of the Access Easement is not limited to a “sit down restaurant” only, nor does it preclude a drive-through component. Rather, it broadly references a “retail/commercial center” which under the City’s Zoning Code encompasses the Chick-fil-A use contemplated.
In this regard, Ms. Conca’s request that the City “not permit the rezoning of the property” appears to incorrectly assume that such a rezoning is required for the Chick-fil-A use.
The express Access Easement includes implied rights necessary for enjoyment of that easement. In this case, the express easement is for pedestrian and vehicular traffic.
That express grant would include the implied right to pave the roadway and the sidewalk, install necessary traffic controls, signage, landscaping and otherwise make the area suitable for pedestrian and vehicular traffic (including adherence with City requirements) reasonably necessary to serve a commercial development. (See, e.g., Dolnikov v.
Ekesian (2013) 222 Cal.App.4th 419, 430-431.) As stated, we believe that the Access Easement has been developed/used in this manner in connection with the prior restaurant use (Marie Callender) and the current restaurant use (Forbes Grill) at the CFA Premises.
Regarding claims of “over-burdening,” the Access Easement may expressly be used “for pedestrian and vehicular traffic of the type and quantity reasonably necessary for the development and operation of” the contemplated commercial use. There is no limit or specification of the “type and quantity” other than what is “reasonably necessary . . . .” There is no prohibition on fast-food or drive through use. There is no showing that the level of usage proposed in connection with the Chick-fil-A restaurant is inconsistent with what is “reasonably necessary” for a commercial use allowed under the zoning of the property and compatible with surrounding land uses.
In terms of the limitation referred to by Ms. Conca that there may be “no increase in the burden created by the Access Easement or change in the use of the Access Easement” without the written approval of the owner of the burdened parcel, the baseline to be considered is the use expressly contemplated and agreed to in the Grant of Easement, that is, pedestrian and vehicular traffic “reasonably necessary for the development and operation of a retail/commercial center . . . .” The limitation referenced may be applicable if a different and more burdensome type of use is proposed, but the Grant of Easement clearly contemplates a level of use to support a “retail/commercial center,” and under the City’s land use ordinance a fast food restaurant and drive-through are permitted or conditionally permitted commercial uses of the land.
As stated, we do not believe that the Chick-fil-A use is inconsistent with, or exceeds, what was expressly contemplated. Notwithstanding, it should be noted that increased use of an easement is permitted when that increased use is the result of the natural and reasonably contemplated future needs of the dominant tenement. (Camp Meeker Water System, Inc. v. Public Utilities Com. (1990) 51 Cal.3d 845, 866; see also Applegate v. Ota (1983) 146 Cal.App.3d 702, 711.) This is because easements by their nature are forward looking and must adapt to changing conditions. In this case, the Grant of Easement specifically reflects the parties’ intention that the easement will serve the needs of a “retail/commercial” development. It would be “reasonably contemplated” that the intensity and level of such use may vary depending on the popularity and success of
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
the development, the tenants/users in the development, the time of year, general economic conditions, and a host of other factors. Simply because some commercial or retail users may generate more pedestrian and/or vehicular traffic than others does not preclude that use under the Grant of Easement. Such fluctuations are “reasonably contemplated” within the scope of the original grant.
Had the parties desired to restrict or prohibit a fast-food or drive-through use, they should (and would) have expressly so stated in the Grant of Easement. They did not.
B. By Signing the Estoppel Certificate On Which Chick-fil-A Expressly Relied, Strategic Equity Investments, LLC / Conca Consented To Chick-fil-A’s Use, And Is Estopped From Claiming Otherwise.
By signing the Estoppel Certificate dated September 28, 2022, Strategic Equity Investments, through Ms. Conca, represented to Chick-fil-A that: “There does not exist any state of facts which with the giving of notice, the passage of time or both, would constitute a default under the REA.” The state of facts existing, as expressly stated in the Estoppel Certificate, was that Chick-fil-A was in the process of entering into a ground lease for the property and “will be relying upon the contents of this Estoppel Certificate” in that regard. As a matter of general knowledge, Chick-fil-A operates fast food restaurants with drive-through operations.
It is reasonable to conclude that “with the passage of time” a Chick-fil-A restaurant will be developed on Lot 13-A based on the information set forth in the Estoppel Certificate. Accordingly, Strategic Equity Investments and Ms. Conca expressly represented that the Chick-fil-A use would not “with the passage of time” constitute a default under the Grant of Easement. The facts and representations recited in an estoppel certificate are conclusive, and the signatory may not later deny them. (Plaza Freeway Ltd.
Partnership v. First Mountain Bank (2000) 81 Cal.App.4th 616, 628–629). Indeed, the purpose of an estoppel certificate is to prevent a party from later taking positions contrary to what is set forth in the estoppel certificate. (Id.) On the strength of the Estoppel Certificate Chick-fil-A elected to waive its due diligence contingency set forth in the Ground Lease and has proceeded with the entitlement and permitting of its restaurant. If Strategic Equity Investments / Ms. Conca had a concern regarding a Chick-fil-A restaurant on the site, it should have so stated in the Estoppel Certificate, rather than representing that it was unaware of any fact that “with the passage of time” could constitute a default.
In addition, Chick-fil-A’s pre-application package with a proposed site plan for its project was submitted to the City on May 12, 2022. Therefore, Strategic Equity Investments / Ms. Conca had constructive notice of the application and could have followed up at any time with the City to determine the nature and extent of Chick-fil-A’s project. Instead, Strategic Equity Investments / Ms. Conca waited until Chick-fil-A had entered into a ground lease and begun the development process before raising any concerns. As stated, they are estopped from contradicting the representations made in the Estoppel Certificate.
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
C. The Use Contemplated By Chick-fil-A Is Consistent With, And No More Burdensome Than, The “Cochrane And Butterfield Mixed-Use Development Project” Which Has Been Pending Since At Least 2018.
The Cochrane and Butterfield Mixed-Use Development project (aka “Evergreen Village”) includes “a nine pump gas station, 10,000 square feet of restaurant space, 37,700 square feet of retail space, a 110 room hotel, 40,500 square feet of medical/general office space, and an 85-bed assisted living facility.” (Cochrane and Butterfield Mixed-Use Development Traffic Impact Analysis prepared for City of Morgan Hill by Hexagon Transportation Consultants, Inc. dated June 7, 2018, p. IV.) The owner of the property to be so developed is a successor-in-interest to the Grant of Easement and has the right to use the Access Easement.
That referenced traffic study shows that the Access Easement is one of the access driveways to be used by the project (see Figure 10) and further specifies that one of the uses contemplated is a “fast food restaurant with drive-through window” (Table 6). While that contemplated fast food restaurant with drive-through window is not the Chick-fil-A restaurant at issue, this development plan illustrates that the proposed Chick-fil-A development is consistent with what is contemplated and has been proposed in terms of uses of the Access Easement. To our knowledge, Strategic Equity Investments / Ms.
Conca has not objected to or otherwise raised any issues with respect to the uses proposed in connection with the Cochrane and Butterfield Mix Use Development, which will likely generate far more traffic (including on the Access Easement) than Chick-fil-A.
III. SUMMARY AND CONCLUSION
As discussed above, Strategic Equity Investments / Ms. Conca’s complaints regarding use of the Access Easement have no merit:
Ɣ First, the language of the Grant of Easement contemplates “pedestrian and vehicular traffic” “reasonably necessary” to accommodate a “retail/commercial” use, and Chick-fil-A’s use is consistent with that scope of use and the property zoning.
Ɣ Second, Strategic Equity Investments / Ms. Conca are estopped from asserting that the Chick-fil-A development is inconsistent or would create a default under the Grant of Easement by virtue of signing an Estoppel Certificate representing that the Chick-fil-A use would not “with time” result in a default under the Grant of Easement, on which Chick-fil-A relied.
Ɣ Third, the use proposed by Chick-fil-A is consistent with, and far less intensive, than the use proposed on the remainder property in connection with the Cochrane and Butterfield mixed-use development project, which is also contemplated to and has the legal right to use the Access Easement.
Although Chick-fil-A seeks a good relationship with its future neighbor, it should be noted that a person who interferes with the use of an easement deprives the easement owner of a valuable property right, and commits a nuisance that can be enjoined by the owner of the easement. (Civ. Code, § 809.) Moreover, preventing, hindering or
Memo Re Access Easement
March 20, 2023
CHKF-58190\2758658.1
obstructing a person from using land which it has the right to use pursuant to a recorded easement is a criminal infraction. (Pen. Code, § 420.1.) Indeed, a servient owner’s (here, Strategic Equity Investments / Ms. Conca) refusal to cooperate in obtaining regulatory and land use approval for improvement of the easement in the manner contemplated, including signing any required permits, constitutes a tortious interference with the easement and entitles the dominant tenement (here, Chick-fil-A and its landlord) to recover damages. (Dolnikov v. Ekesian (2013) 222 Cal.App.4th 419, 428-430.) This is especially true where, as here, the current objections of Strategic Equity Investments / Ms. Conca are contrary to representations made in an Estoppel Certificate on which Chick-fil-A relied.
CFA 05180
MORGAN HILL FSU
18599 SUTTER BOULEVARD
MORGAN HILL, CA 95037
CONCEPTUAL DESIGN
PHX22-0187-00
05.15.2023
TOTAL PAGES IN THIS PACKAGE: 8
Item 4
Attachment 12
PAGE 2 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL RENDERING This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
PAGE 3 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL RENDERING This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
PAGE 4 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL RENDERING This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
PAGE 5 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL RENDERING This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
PAGE 6 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL RENDERING This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
PAGE 7 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL ELEVATIONS This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
PAGE 8 CFA 05180 MORGAN HILL FSU 05.15.2023
MORGAN HILL, CA - PHX22-0187-00
CONCEPTUAL ELEVATIONS This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
IBJOHI\T§ON
lYMAN
AlRCHITrlE crs
1375 LOCUST ST na2 W ,', I.NUT CRRRK, C/1 Cl4595
PHONE: 925.930,9690 FAX: 925.930,9039
WEB PAGE: WWW.JOHNSONLYMAN.COM
EMAB..: [email protected]
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Evergreen Village Proposed Site Plan A�l.1
Morgan Hill Cali£ornia 6--14--18
Item 4
AI ttachment 13
GOVERNMENTAL AGENCIES
BUILDING DEPARTMENT
City of Morgan Hill
Department of Bilding & Fire
Prevention Division
17575 Peak Avenue
Morgan Hill, CA 95037
Phone: (408) 778-6480 general
Eric Blomquist, Building Official
[email protected]
FIRE DEPARTMENT
City of Morgan Hill
Department of Bilding & Fire
Prevention Division
17575 Peak Avenue
Morgan Hill, CA 95037
Phone: (408) 778-6480 general
Eric Blomquist, Building Official
[email protected]
HEALTH DEPARTMENT
Santa Clara County Dept.
Environmental Health | Consumer
Protection Division
1555 Berger Dr. Bldb 2, 3rd Floor
San Jose, CA 95112
Phone: (408) 918-3400 general
Phone: (408) 918-3325 direct
Aziz Hussain, Senior
Environmental Health Specialist
[email protected]
BUILDING DATA
BUILDING CODE:
2019 California Building Code
PLUMBING CODE:
2019 California Plumbing Code
MECHANICAL CODE:
2019 California Mechanical Code
ELECTRICAL CODE:
2019 California Electrical Code
ACCESSIBLITY CODE:
2019 California Building Code
ENERGY CODE:
2019 California Energy Code
FIRE CODE:
2019 California Fire Code
GAS CODE:
2019 California Mechanical Code
ARCHITECT
WARE MALCOMB
2777 E. CAMELBACK RD,
SUITE #325
PHOENIX, AZ, 85016
Phone: 480.767.1001
JOSH DICKSON
[email protected]
ELECTRICAL
ACIES ENGINEERING
400 N. MCCARTHY BLVD, SUITE
250, MILPITAS CA 95035
Phone: (408) 522-5255 x121
Fax: (408) 522-5260
CHRISTIAN DALIMARTA, PE
[email protected]
CIVIL
KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 350
PLEASANTON, CA 94588
Phone: (669) 800 4168
JENNIFER KIRBY, PE
[email protected]
LANDSCAPE
HOURIAN ASSOCIATES, INC.
107 AVENIDA MIRAMAR #D
SAN CLEMENTE, CA 92672
Phone: 949.489.5623 x 101
C: 949.412.8888
NICOLE HOURIAN, ASLA
[email protected]
S VALLEY FRWY
COCHRANE RD
101
SUTTER BLVD
TEHNOLOGY DR
JARVIS DR
WOODVIEW AVE
MADRONE PKWY
N
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:53:24 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt G-000
COVER SHEET
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 05-SE-05180-G-000-COVER SHEET
PHX22-0187-00
22.08 P14 SE LRG
FSR
VICINITY MAP
*NOTE: REVISION SCHEDULE ABOVE MAY NOT LIST REVISIONS TO ALL DISCIPLINES. REFER TO REVISED DRAWINGS FOR CHANGES TO SHEETS NOT LISTED HERE.
SHEET INDEX
SHEET
NUMBER SHEET NAME
ISSUED FOR BIDISSUED FOR PERMITISSUED FOR CONSTRUCTION
G-000 COVER SHEET
A-100 SITE PLAN
A-103 REFUSE ENCLOSURE
A-201 FLOOR PLAN
A-301 EXTERIOR ELEVATIONS
A-302 EXTERIOR ELEVATIONS (COLOR)
A-303 PERSPECTIVES
E5.0 SINGLE LINE DIAGRAM
EP1.0 SITE PHOTOMETRIC PLAN
EP1.1 EXTERIOR LIGHTING CUTSHEET
EP1.2 EXTERIOR LIGHTING CUTSHEET
EP1.3 EXTERIOR LIGHTING CUTSHEET
ES1.0 EXTERIOR LIGHTING PLAN
18599 SUTTER BOULEVARD
MORGAN HILL, CALIFORNIA 95037
MORGAN HILL FSU
05180
P14 SE LRG
DESIGNOTES APPLIED IN CURRENT PROJECT
DESIGNOTE # REV # DESCRIPTION
2022-014 0 SRI A - BUILDING LIGHTING
2022-015 0 EXPANDED DIGITAL COCKPIT
2022-016 0 DRIVE - THRU COCKPIT CLEARANCE
2022-017 0 SRI EXTERIOR PAINT
2022-018 0 PROJECT DESIGN WORKFLOW
2022-019 0 ACT CEILING RISER ROOM
2022-020 0 ADD CHEROKEE BRICK AS PREFERRED SUPPLIER & BRICK REGIONAL STRATEGY MAP 2022-021 0 UPDATES TO SOIL-PRETREATMENT PROGRAM AND CONTACT INFO 2022-022 0 DRIVE-THRU DUMP SINK AND HAND SINK
ITEMS OF IMPORTANCE
INCLUDED IN
PROJECT ITEM NUMBER ITEM DESCRIPTION
Yes 1 ITEMS OF IMPORTANCE
REGION: WEST
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
A-3401
Item 4
Attachment 14
NO
PARKING
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COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
EV CHARGING
ONLY
EV CHARGING
ONLY
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
EV CHARGING
ONLY
NO
PARK NI G
EV CHARGING
ONLY
MAIN ENTRY
DRIVE
THRU
PICK-UP
SERVICE
ENTRY
EGRESS
EGRESS
SITE PLAN LEGEND
PROPERTY LINE
BUILDING LINE
EXISTING 6" CURB
LANDSCAPE
EXISTING CURBS
AND SIDEWALKS
OUTDOOR SEATING
ACCESSIBLE ROUTE
4" WIDE DIAGONAL
STRIPPING
PARKING LIGHT FIXTURE
(SEE ELECTRICAL
DRAWING)
EASEMENT LINE
2% MAX SLOPE
EXISTING SIDEWALK
VEHICLE
(20'-0" LENGTH TYP.)
P
1 4
S
E
L
R
G
74 SEATS
GROSS: 5,028 SF
MAIN ENTRY
DRIVE THRU
PICK-UP
EGRESS
EGRESS
SERVICE
ENTRY
COCHRANE ROAD
SUTTER BOULEVARD
6 5
65 A-103
D2
9 6
1 2
5 8
7 4
1 3
6'-0" SETBACK
27'-0"
25'-0"
25'-0"
35'-0"
8'-0"
20'-0" SETBACK
38'-0"
11 10
7 66
6 12
SITE PLAN KEYNOTES 1 SIGNAGE PER SIGNAGE PACKAGE, TYP. 2 ADA PARKING. 3 SHORT-TREM BIKE PARKING.
4 LOCATION OF LONG-TREM BIKE STORAGE.
5 PATIO PLAN.
6 EXISTING MONUMENT.
7 CLEARANCE BAR PER SIGNAGE.
8 FLAG POLE.
9 TRANSFORMER.
10 ELECTRICAL METER
11 GAS METER.
12 NEW SITE WALL.
PROJECT SITE
PROJECT SITE
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4321
BCDE
ABCDE
4321
CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 11:26:07 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-100
SITE PLAN
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-100-SITE PLAN
PHX22-0187-00
22.08 P14 SE LRG
FSR
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
PROJECT DATA:
SITE AREA
GROSS: 79,473 SF
1.82 AC
BUILDING FOOTPRINT:
CHICK-FIL-A 5,028 SF
GENERAL NOTES:
FOR ACCESSIBLE ROUTE MAX SLOPE 5% AND CROSS SLOPE (2%) ALONG PATH AND 2% SLOPE IN ANY DIRECTION AT EACH TURN AND INTERSECTION OF THE PATH OF TRAVEL.
TOTAL FOOTPRINT: 5,028 SF
COVERAGE:
GROSS: 6%
PARKING REQUIRED:
RESTAURANT (5,028 SF) 1,998 SF / 60 PUBLIC SF= 33.3
3,030 SF / 250 GFA = 12.12
46 STALLS
PARKING PROVIDED:
STANDARD: 48 STALLS
REQ. ACCESSIBLE 2 STALLS
@10.34/1000 SF
DEVELOPMENT STANDARDS:
ZONING: PUD (CG)
MAX. HEIGHT: 35'-0" FT
BUILDING SETBACKS:
FRONT: 25'-0" FT
REAR: 20'-0" FT
FROM COCHRANE BLVD: 40'-0" FT
LANDSCAPE SETBACKS:
FRONT: 25'-0" FT
REAR:
SIDE: 0'-0" FT
LANDSCAPE REQ: 10%
OFF-STREET PARKING:
STANDARD: 9X18
COMPACT %: 30%
COMPACT: 9X16
FIRE LANE: 26 FT
DRIVE AISLE: 25 FT
REQ. PARKING RATIO BY USE:
RESTAURANT: 1 /100 SF
NOTES:
1 TYPE A. FOR PARKING AREAS LESS THAN 50,000 SF-5%
OTHERWISE 8%
PARKING CALCULATION:
ACCESSIBLE STALL REQUIRED
PER CBC3
ACCESSIBLE STALLS PROVIDED3
10% OF REQUIRED PARKING
SHORT TERM BIKE STRAGE REQUIRED
6 20'-0" FT
RETAIL: 1/250 SF
OFFICE:
SHORT TERM PARKING REQUIRED6
1" = 20'-0"
SITE PLAN B1
NO. DATE DESCRIPTION
FROM SUTTER BLVD: 30'-0" FT
1/250 SF
MAX. COMPACT ALLOWED 30% 15 STALLS
DT STACK 52 CARS
OP CANOPY 8TH CAR AT INNER LANER
TREE WELL: 5 FT
OVERHANG: 2 FT
N
NORTH
6" DIAMETER
STEEL PIPE
GATE POST
PIPE
BOLLARDS
RE: CIVIL
HYDRANT -
RE:
PLUMBING
RE: KITCHEN
FOR SHELVING
IN THIS AREA.
STORAGE
REFUSE
LOW PROFILE
TURBINE ROOF
VENTILATOR
SUPPLIED AND
INSTALLED BY GC
4'-0"
UNISTRU
TS, TYP.
21' - 4"
1' - 0" 19' - 4" 1' - 0"
2' - 4 3/4" 4' - 0" 6' - 9 1/4" 4' - 0" 2' - 2"
1' - 2 3/4"
3' - 8" 1' - 10"
8" 9' - 7 1/2" 9" 9' - 7 1/2" 8"
8"x16" WALL
DRAIN OPENING
BELOW
1/2" / 1'-0" 1/2" / 1'-0"
1/4" / 1'-0" 1/4" / 1'-0"
10 7/8" 10 7/8"
50 3' - 0" 17' - 0" 18' - 0"
3' - 0" 14' - 0" 3' - 0"
RAMP TO DOOR MAX
SLOPE 1:12, AS
REQUIRED. SEE CIVIL
9' - 7 5/8"
7 5/8"
6' - 8 3/4" 1' - 0"
A2
A-103
C2
A-103
D4
A-103
C4
A-103
B1
A-103
REFUSE ENCLOSURE NOTES
1. ** IN THE ARCHITECTURAL DRAWINGS, REFUSE ENCLOSURE AND MAIN BUILDING ARE BOTH NOTED WITH FINISH SLAB AT 0'-0". ACTUAL FINISH
SLAB HEIGHTS WILL VARY BETWEEN MAIN BUILDING AND REFUSE ENCLOSURE. REFER TO CIVIL FOR ALL FINISH SLAB HEIGHTS.
SC-2
T/ EXTERIOR BOND BEAM 8' - 8"
T/ INTERIOR BOND BEAM 7' - 4"
T/ SLAB 0' - 0"
SC-2
T/ EXTERIOR BOND BEAM 8' - 8"
T/ INTERIOR BOND BEAM 7' - 4"
T/ SLAB 0' - 0"
STORAGE
ONE COAT OF PRIMER & ONE COAT
OF , TYP INSIDE THIS ROOM PT-100
WHITE ROOFING MEMBRANE
ON ROOF DECKING - RE:
STRUCTURAL
ON RAFTERS - RE: STRUCTURAL
ON 1/2" CDX PLYWOOD CEILING -
PAINT
CONCRETE SLAB - RE: STRUCTURAL
SEALED CONCRETE SLAB -
RE: STRUCTURAL
INSTALL 4'-0" LENGTH OF
UNISTRUT VERTICALLY
BEHIND EACH BOLLARD -
PAINT TO MATCH
ADJACENT WALL
1/2" EXPANSION JOINT -
RE: STRUCTURAL
REFUSE
BOLLARD - RE: CIVIL
BLOCK FILLER WITH ONE
COAT OF PRIMER & ONE
COAT EPOXY PAINT TO
MATCH BRICK.
WHITE ROOFING MEMBRANE
AT WALL BEYOND
SC-2
T/ EXTERIOR BOND BEAM 8' - 8"
T/ INTERIOR BOND BEAM 7' - 4"
T/ SLAB 0' - 0"
PAINTED STEEL POST CAPS (TYP)
PAINT
COLLAR HINGES (TAP & ADD
GREASE FITTINGS AT EACH
HINGE-GREASE HINGES AFTER
PAINTING)
2-1/2" X 2-1/2" PAINTED STEEL
TUBE GATE FRAME - PAINT
6" DIAMETER PAINTED STEEL
POST - PAINT
1-1/2" X 1-1/2" PAINTED STEEL
ANGLES - PAINT
16 GA FORM DECK PANELS
WELDED TO FRAME - PAINT
9'-0 1/4"
PT-113
PT-113
PT-113
PT-113
2 EQUAL PANELS
8' - 2 1/4"
T/ SLAB 0' - 0"
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:05 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-103
REFUSE ENCLOSURE
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-103-REFUSE ENCLOSURE
PHX22-0187-00
22.08 P14 SE LRG
FSR
1/4" = 1'-0"
REFUSE ENCLOSURE PLAN D2
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
3/8" = 1'-0"
REFUSE ENCLOSURE ELEVATION A2
3/8" = 1'-0"
REFUSE ENCLOSURE ELEVATION C2
1/2" = 1'-0"
REFUSE ENCLOSURE SECTION D4
3/8" = 1'-0"
REFUSE ENCLOSURE ELEVATION C4
3/8" = 1'-0"
REFUSE ENCLOSURE GATE REAR ELEVATION B1
N
NORTH
FLOOR PLAN GENERAL NOTES
A.1 ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS (FACE OF STUD/JAMB) UNLESS OTHERWISE NOTED.
A.2 FASTENERS, ANCHORS, CLIPS, STRAPS, ETC WHICH ARE IN CONTACT WITH PRESERVATIVE AND/OR FIRE TREATED WOOD SHALL BE OF G-185 HOT DIPPED ZINC- COATED GALVANIZED STEEL, STAINLESS STEEL, OR AN APPROVED EQUAL.
A.3 REFER TO CIVIL AND LANDSCAPE FOR LOCATIONS OF WALKS, BOLLARDS, LANDSCAPING AREAS, FLAG POLE, AND OTHER SITE ITEMS.
A.4 REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPES OF CORNER GUARDS.
A.5 CONTRACTOR TO COORDINATE LOCATION OF POLE MOUNTED EXTERIOR CAMERA WITH STRONG SYSTEMS AND INSTALL UNDERGROUND CONDUIT AS REQUIRED. RE:
ELECTRICAL.
A.6 REFER TO ACCESSIBILITY PLAN AND FURNITURE DRAWINGS FOR SEATING LAYOUT & SPECIFICATIONS. CONTACT: OWNER.
A.7 REFER TO ACCESSIBILITY PLAN AND OWNER DRAWINGS FOR CONDIMENT COUNTERS AND TRASH RECEPTACLES.
A.8 REFER TO IT WALLBOARD USER GUIDE FOR WALLBOARD INSTALLATION, IF APPLICABLE.
A.9 REFER TO MILLWORK PLAN FOR RAISED CONCRETE CURB LOCATIONS.
A.10 FREEZER AND COOLER DOORS AND HARDWARE SUPPLIED BY FREEZER/COOLER
MANUFACTURER
D4
A-301
A4
A-301
B4
A-301
C4
A-301
A3
A-401
A2
A-401
A4
A-401
A1
A-401
165 SF
WOMEN
(PUBLIC AREA)
163 SF
MEN
(PUBLIC AREA)
29 SF
TECH CLOSET
?
8'-11 3/4" 2'-1" 17'-9 1/2"
36 SF
EXIT VEST
(PUBLIC AREA)
83 SF
ENTRY VEST
(PUBLIC AREA)
1346 SF
DINING
(PUBLIC AREA)
9 1/4"
RO.
4'-8"
7 3/4"
6'-1 7/8"
KITCHEN
SERVING
SERVICE
REFER TO A-105 FOR OMD CANOPY INFO
171 SF
TEAM MEMBER
ROOM
(WORK AREA)
62 SF
EMPLOYEE
RESTROOM ?
70 SF
OFFICE
WORK AREA
QUEUE
3'-11"
3'-8 1/2"
3'-10 1/4"
WIF
WIC
82'-3"
14'-3 3/4"
11'-6 3/4" 11'-6 3/4" 14'-3 3/4" 5'-3 1/2"
3'-5"
2'-6" 1'-9"
R.O.
6'-0" 2'-0"
R.O.
6'-0" 1'-11 3/4"
R.O.
3'-4 3/4" 2'-0"
R.O.
6'-0" 11 1/2" 12'-11 1/2"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 2'-0" 7'-4 1/2"
32'-7" 10'-11 1/2" 31'-4" 7'-4 1/2"
11"
R.O.
6'-5 7/8" 14'-5 1/8"
21'-10" 35'-5" 3'-2" 6'-7 1/2"
R.O.
2'-4"
5 1/2"
7'-10 1/4" 15'-6" 8'-2 1/4"
4'-4" 10'-0 1/2" 8'-8 1/2" 3'-4" 9'-7" 18'-7 3/4" 11'-8 1/4" 4'-4 1/2" 3'-4" 2'-8" 25'-9" 44'-6" 6'-1"
10 1/2"
R.O.
6'-0" 1'-2"
R.O.
6'-0" 6'-2 1/2"
R.O.
4'-4"
1'-1 1/2"
7'-6 1/2"
R.O.
3'-4" 8'-4"
R.O.
6'-0" 7'-3"
R.O.
6'-0" 6'-0 1/2"
1366 SF
KITCHEN
(WORK AREA)
122 SF
SERVING
(WORK AREA)
644 SF
MEAL
FULFILLMENT
AREA
(WORK AREA)
176 SF
SERVICE
(WORK AREA)
REFER TO A-105 FOR OMD CANOPY INFO
HOOD #1
HOOD #2 HOOD #3
8'-8 1/2"
108 SF
RISER
(WORK AREA)
3'-4"
6 1/2"
3'-7 7/8"
10'-3"
4'-1 1/2" 6 1/8" 11'-6" 6 7/8" 3'-1 1/2"
4 1/2" 3'-1" 2'-9" 3'-1" 2'-9" 3'-1" 4 1/2"
4'-0" 4'-0" 4'-0"
WIF
WIC
60'-11"
4'-1 1/4"
6'-8 1/4"
5'-9"
8'-1 1/4"
7'-10 1/2"
7'-3 1/2"
1'-2 1/2"
11'-9" 7'-9 3/4"
3'-9 1/2"
5'-10 1/2"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 7'-9 1/2" 7'-6 1/4"
R.O.
6'-0"
10 1/4"
14'-4 1/2" 51'-8"
66'-0 1/2"
NTD: THIS ROOM CAN FLEX INTO A
DIFFERENT PURPOSE (RESTROOM,
STORAGE, ETC.) IF NEEDED OR
DESIRED - AOR TO VERIFY W/CHICK-FIL-
A DESIGN LEAD, REVIEW PER SITE/AHJ
REQUIREMENTS, AND COORDINATE
W/ALL DISCIPLINES.
97 SF
RR VEST
(PUBLIC AREA)
(PUBLIC AREA)
108 SF
CT CABINET
RE: ELECTRICAL
MDP RE: ELECTRICAL
STEEL WALL BY
OWNER RE: OWNER
FOR EXACT LOCATIONS
ITEM BY OWNER
SOFFIT OR BULKHEAD
ABOVE RE: REFLECTED
CEILING PLAN 2-SIDED BRAND ICON
RE: OWNER DRAWINGS
RECESSED PIN AND SLEEVE
BOX. RE: A4/A620 & MEP
DRAWINGS.
ELECTRICAL PANEL RE:
ELECTRICAL
FLOOR PLAN LEGEND:
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4321
BCDE
ABCDE
4321
CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:07 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-201
FLOOR PLAN
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-201-FLOOR PLAN
PHX22-0187-00
22.08 P14 SE LRG
FSR
1/4" = 1'-0"
FLOOR PLAN B3
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
N
NORTH
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
T/ SLAB 0"
C1-C C1-C C1-C
WATER TABLE 3'-0"
C1-C C4-B
CONTROL JOINT 13'-0"
SC-1
EC-1
SC-2 CM-1
SC-1
CM-1
T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
T/ FRAMING 20'-4 1/2"
CONTROL JOINT 13'-0"
CM-1
EC-1
SC-1
SC-2
SC-1
CM-1
C4-B
T/ SLAB 0"
WATER TABLE 3'-0"
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
C1-C C1-C C1-C C4-L
CONTROL JOINT 13'-0"
EC-1
CM-1
CM-1 SC-1
SC-2
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
WATER TABLE 3'-0"
T/ SLAB 0"
C1-C C1-C C1-C C1-C C1-C
CONTROL JOINT 13'-0"
EC-1
SC-2 CM-1
CM-1
SC-1
CANOPY NOTES:
BUILDING MOUNTED CANOPIES - 8" THICK CANOPY
- KYNAR FINISH OF STRUCTURE, FASCIA, &
DECKING TO MATCH
COLUMN MOUNTED CANOPIES - 10" THICK CANOPY
- FINISH OF STRUCTURE TO BE
- FINISH OF DECKING TO BE
CP-1
CP-2
CP-1
GENERAL NOTES
1. ALL SIGNAGE PROVIDED BY OTHERS
2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION LEGEND
EXPANSION JOINT,
SEALANT COLOR TO
MATCH MORTAR COLOR
CARD READER BY
SECURITY
VENDOR - RE: ELEC
LIGHT FIXTURE -
RE: ELECTRICAL
CM-1
SC-1
SC-2
MDP -
RE: ELECTRICAL
CT CABINET -
RE: ELECTRICAL
CO2 FILL BOX -
RE: KITCHEN
PT-113
PT-113
EC-1
OIL EXTRACTION
PORT ACCESS BOX
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:13 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-301
EXTERIOR ELEVATIONS
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-301-EXTERIOR ELEVATIONS
PHX22-0187-00
22.08 P14 SE LRG
FSR
1/4" = 1'-0"
EXTERIOR ELEVATION D4
1/4" = 1'-0"
EXTERIOR ELEVATION A4
1/4" = 1'-0"
EXTERIOR ELEVATION C4
1/4" = 1'-0"
EXTERIOR ELEVATION B4
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
ATTACHED CANOPY SCHEDULE
Mark Description Count
Overall
Width
Overall
Depth
Tie Back Mounting
(Offset From Top)
Integral
Lighting
C1-C Exterior Canopy 12 6'-4" 1'-0" 0" No
C4-A Exterior Canopy 1 5'-0" 4'-0" 2'-4" Yes
C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes
C4-L Exterior Canopy 1 48'-6" 4'-0" 2'-4" Yes
Grand total 16
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
CANOPY NOTES:
BUILDING MOUNTED CANOPIES - 8" THICK CANOPY
- KYNAR FINISH OF STRUCTURE, FASCIA, &
DECKING TO MATCH
COLUMN MOUNTED CANOPIES - 10" THICK CANOPY
- FINISH OF STRUCTURE TO BE
- FINISH OF DECKING TO BE
CP-1
CP-2
CP-1
GENERAL NOTES
1. ALL SIGNAGE PROVIDED BY OTHERS
2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
CONTROL JOINT 13'-0"
LEGEND
EXPANSION JOINT,
SEALANT COLOR TO
MATCH MORTAR COLOR
CARD READER BY
SECURITY
VENDOR - RE: ELEC
LIGHT FIXTURE -
SC-1 RE: ELECTRICAL
SC-2
MDP -
RE: ELECTRICAL
CT CABINET -
RE: ELECTRICAL
CO2 FILL BOX -
RE: KITCHEN
PT-113
PT-113
EC-1
OIL EXTRACTION
PORT ACCESS BOX
CM-1
WHITE
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
ATTACHED CANOPY SCHEDULE
Mark Description Count
Overall
Width
Overall
Depth
Tie Back Mounting
(Offset From Top)
Integral
Lighting
C1-C Exterior Canopy 12 6'-4" 1'-0" 0" No
C4-A Exterior Canopy 1 5'-0" 4'-0" 2'-4" Yes
C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes
C4-L Exterior Canopy 1 48'-6" 4'-0" 2'-4" Yes
Grand total 16
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
T/ SLAB 0"
C1-C C1-C
WATER TABLE 3'-0"
C1-C C4-B
CONTROL JOINT 13'-0"
CM-1
EC-1
SC-2 CM-1
SC-1
SC-2
22'-5"
23'-5"
20'-4 1/2"
22'-0 1/2"
1/4" = 1'-0"
NORTH EXTERIOR ELEVATION 4
C4-B
T/ SLAB 0"
WATER TABLE 3'-0"
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
C1-C C1-C C1-C C4-L
CONTROL JOINT 13'-0"
EC-1
CM-1
CM-1 SC-1
SC-2
23'-5"
22'-0 1/2"
20'-4 1/2"
SC-1 EC-1
4 1/4" = 1'-0"
SOUTH EXTERIOR ELEVATION 4
CANOPY NOTES:
BUILDING MOUNTED CANOPIES - 8" THICK CANOPY
- KYNAR FINISH OF STRUCTURE, FASCIA, &
DECKING TO MATCH
COLUMN MOUNTED CANOPIES - 10" THICK CANOPY
- FINISH OF STRUCTURE TO BE
- FINISH OF DECKING TO BE
CP-1
CP-2
CP-1
GENERAL NOTES
1. ALL SIGNAGE PROVIDED BY OTHERS
2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
T/ SLAB 0"
C1-C C1-C C1-C
WATER TABLE 3'-0"
C1-C C4-B
CONTROL JOINT 13'-0"
EC-1 CM-1 SC-1 CM-1
SC-1 SC-2
C1-C C1-C C1-C C4-L C4-B
T/ SLAB 0"
WATER TABLE 3'-0"
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
CONTROL JOINT 13'-0"
CM-1 EC-1 SC-1 CM-1
SC-2
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
WATER TABLE 3'-0"
T/ SLAB 0"
C1-C C1-C C1-C C1-C C1-C
CONTROL JOINT 13'-0"
EC-1
SC-2
CM-1
CM-1
SC-1
C4-A
T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
T/ FRAMING 20'-4 1/2"
CONTROL JOINT 13'-0"
CM-1 SC-1 CM-1
SC-2
EC-1
SC-1
LEGEND
EXPANSION JOINT,
SEALANT COLOR TO
MATCH MORTAR COLOR
CARD READER BY
SECURITY
VENDOR - RE: ELEC
LIGHT FIXTURE -
SC-1 RE: ELECTRICAL
SC-2
MDP -
RE: ELECTRICAL
CT CABINET -
RE: ELECTRICAL
CO2 FILL BOX -
RE: KITCHEN
PT-113
PT-113
EC-1
OIL EXTRACTION
PORT ACCESS BOX
CM-1
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:20 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-302
EXTERIOR ELEVATIONS
(COLOR)
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-302-EXTERIOR ELEVATIONS (COLOR)
PHX22-0187-00
22.08 P14 SE LRG
FSR
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
ATTACHED CANOPY SCHEDULE
Mark Description Count
Overall
Width
Overall
Depth
Tie Back Mounting
(Offset From Top)
Integral
Lighting
C1-C Exterior Canopy 12 6'-4" 1'-0" 0" No
C4-A Exterior Canopy 1 5'-0" 4'-0" 2'-4" Yes
C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes
C4-L Exterior Canopy 1 48'-6" 4'-0" 2'-4" Yes
Grand total 16
1/4" = 1'-0"
EXTERIOR ELEVATION D4
1/4" = 1'-0"
EXTERIOR ELEVATION C4
1/4" = 1'-0"
EXTERIOR ELEVATION B4
1/4" = 1'-0"
EXTERIOR ELEVATION A4
NO. DATE DESCRIPTION
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
WATER TABLE 3'-0"
T/ SLAB 0"
C1-C C1-C C1-C C1-C C1-C
CONTROL JOINT 13'-0"
EC-1
SC-2 SC-1
CM-1
SC-1
23'-5"
20'-4 3/4"
22'-0 1/2"
4 1/4" = 1'-0"
1/4" = 1'-0"
EAST EXTERIOR ELEVATION 4
T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
T/ FRAMING 20'-4 1/2"
CONTROL JOINT 13'-0"
CM-1
EC-1
SC-1
SC-2
SC-1
SC-1
23'-5"
22'-5"
20'-4 3/4"
22'-0 1/2"
1/4" = 1'-0"
WEST EXTERIOR ELEVATION A4
Chick
-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4321
BCDE
ABCDE
4321
CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
#
SD PACKAGE
8/11/2023 10:08:21 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-401
EXTERIOR
PERSPECTIVES
SD PACKAGE
08/11/2023
V.Z.
MORGAN HILL FSU
0518018599 SUTTER BLVD MORGAN HILL, CALIFORNIA 95037
SE-05180-A-401-EXTERIOR PERSPECTIVES
PHX22-0187-00
22.08 P14 SE LRG
FSR
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, ARIZONA, 85016
P 480.767.1001
PERSPECTIVES C1 PERSPECTIVES C2
PERSPECTIVES A1 PERSPECTIVES A2
NO. DATE DESCRIPTION
ENTITLEMENT PACKAGE
SUTTER BOULEVARD MAIN ENTRY DRIVE THRU PICK-UP SERVICE ENTRY EGRESS EGRESS NO PARKING NO PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY CURBSIDE PICKUP SLOPE SLOPE STORAGE
SLOPE SLOPE RE: KITCHEN FOR SHELVING IN THIS AREA CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP C
TYPICAL
OF 9 A A A A
A1 A A A B
TYPICAL
OF 10 B
TYPICAL
OF 10
(E) LIGHT POLE
(E) LIGHT POLE
SITE BOUNDARY
(E) LIGHT POLE
A1
1.7 1.6
1.5 1.3
1.2 1.1
1.1 1.1
1.0 0.9
0.8 0.7
0.6 0.5
0.5 0.4
0.5 0.6
0.8 0.9
0.8 0.7
0.6 0.6
0.5 0.5
0.5 0.4
0.4 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 2.0
1.8 1.7
1.5 1.3
1.2 1.1
1.1 1.0
0.9 0.9
0.8 0.7
0.6 0.5
0.5 0.5
0.7 1.0
1.0 0.9
0.8 0.7
0.7 0.6
0.6 0.5
0.5 0.4
0.4 0.3
0.3 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
2.2 2.0
1.8 1.6
1.4 1.2
1.2 1.2
1.1 1.0
0.9 0.8
0.7 0.6
0.6 0.5
0.6 0.8
1.1 1.1
1.0 0.9
0.8 0.7
0.7 0.6
0.6 0.5
0.5 0.4
0.4 0.3
0.3 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.2 2.0
1.9 1.7
1.6 1.4
1.3 1.2
1.2 1.2
1.1 1.0
0.9 0.8
0.6 0.6
0.5 0.5
0.8 1.3
1.3 1.1
1.0 0.9
0.8 0.8
0.7 0.7
0.6 0.5
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.3 0.4
0.3 0.3
0.3 0.3
0.3 0.3
1.6 1.7
1.7 1.5
1.3 1.2
1.2 1.1
1.1 1.0
0.9 0.8
0.7 0.6
0.5 0.4
0.9 1.4
1.4 1.2
1.1 1.0
0.9 0.9
0.8 0.8
0.7 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.3 0.3
0.4 0.4
0.4 0.4
0.4 0.3
0.3 0.3
1.0 1.6
1.4 1.2
0.9 0.8
0.7 0.7
0.7 0.7
0.6 0.6
0.5 0.4
0.4 0.3
0.3 0.9
1.5 1.4
1.3 1.2
1.1 1.0
1.0 1.0
0.9 0.8
0.6 0.5
0.4 0.4
0.3 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.3
0.4 0.5
0.5 0.5
0.4 0.4
0.4 0.4
0.4 1.1
1.4 1.1
0.8 0.6
0.5 0.4
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.8 1.4
1.4 1.3
1.2 1.1
1.1 1.2
1.1 1.0
0.8 0.7
0.5 0.4
0.4 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.4 0.5
0.6 0.6
0.6 0.5
0.5 0.5
0.4 0.4
1.2 1.1
0.8 0.6
0.4 0.3
0.3 0.2
0.2 0.2
0.2 0.2
0.1 0.1
0.1 0.2
0.2 0.8
1.5 1.5
1.4 1.3
1.2 1.3
1.3 1.2
1.0 0.9
0.7 0.6
0.4 0.4
0.3 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.4
0.6 0.7
0.7 0.6
0.6 0.6
0.5 0.5
0.5 0.8
0.7 0.5
0.4 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.9 1.5
1.7 1.6
1.4 1.3
1.5 1.4
1.3 1.1
0.9 0.7
0.6 0.5
0.4 0.3
0.3 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.5 0.7
0.8 0.8
0.7 0.7
0.6 0.6
0.6 0.5
0.4 0.4
0.3 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.4 1.0
1.7 2.0
1.8 1.6
1.6 1.7
1.6 1.4
1.2 1.0
0.8 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.3 0.5
0.8 0.9
0.9 0.8
0.8 0.7
0.7 0.6
0.6 0.2
0.2 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.3 0.4
1.0 1.8
2.2 2.1
1.8 1.7
1.8 1.7
1.4 1.2
1.0 0.8
0.6 0.5
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.1
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.6 0.9
1.1 1.0
0.9 0.9
0.8 0.8
0.7 0.7
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.3 0.4
0.4 1.1
1.9 2.4
2.2 1.9
1.8 1.9
1.8 1.5
1.3 1.0
0.8 0.7
0.6 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.4 0.6
1.0 1.2
1.1 1.0
1.0 0.9
0.8 0.8
0.7 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.3
0.4 0.6
1.2 2.0
2.2 2.1
1.8 1.8
1.9 1.7
1.5 1.3
1.1 0.9
0.8 0.7
0.6 0.5
0.5 0.4
0.3 0.3
0.3 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.4
0.6 1.1
1.2 1.2
1.1 1.1
1.0 0.9
0.9 0.8
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.3 0.5
0.6 1.2
2.0 2.1
2.0 1.8
1.7 1.9
1.8 1.6
1.4 1.2
1.0 0.9
0.8 0.7
0.6 0.6
0.5 0.4
0.4 0.3
0.5 0.5
0.6 0.6
0.6 0.6
0.5 0.4
0.4 0.3
0.3 0.2
0.2 0.2
0.2 0.2
0.2 0.3
0.4 0.7
1.1 1.3
1.2 1.2
1.1 1.0
1.0 1.0
0.9 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.5 0.7
1.3 2.0
2.0 2.0
1.9 1.9
2.1 2.2
2.2 2.2
2.1 1.9
1.8 1.8
1.7 1.6
1.6 1.5
1.4 1.3
1.3 1.2
1.2 1.2
1.1 1.1
1.0 0.8
0.7 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.3
0.3 0.4
0.7 1.1
1.3 1.2
1.2 1.1
1.1 1.1
1.1 1.0
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.4 0.7
0.8 1.4
2.1 2.1
2.1 2.1
2.2 2.3
2.5 2.6
2.5 2.3
2.2 2.2
2.3 2.3
2.4 2.1
2.0 1.7
1.7 1.7
1.8 1.8
1.9 2.0
1.9 1.7
1.4 1.1
0.8 0.7
0.5 0.4
0.3 0.3
0.3 0.3
0.3 0.4
0.6 0.8
1.2 1.3
1.3 1.3
1.2 1.2
1.2 1.2
1.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.3 0.5
0.8 1.0
1.6 2.2
2.2 2.2
2.2 2.2
2.3 2.4
2.4 2.4
2.2 2.2
2.3 2.4
2.6 2.6
2.3 2.1
1.8 1.7
1.8 2.0
2.3 2.8
3.5 3.7
3.3 2.4
1.7 1.2
0.9 0.7
0.5 0.4
0.4 0.4
0.4 0.4
0.6 0.7
1.0 1.4
1.5 1.5
1.4 1.3
1.3 1.3
1.3 1.2
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.3
0.5 0.9
1.1 1.6
2.2 2.3
2.2 2.2
2.1 2.2
2.2 2.3
2.2 2.2
2.1 2.1
2.2 2.3
2.3 2.1
1.9 1.8
1.8 2.0
2.4 3.3
5.1 8.4
10.4 8.0
4.7 2.9
1.9 1.3
0.9 0.7
0.6 0.5
0.4 0.5
0.6 0.7
1.0 1.3
1.6 1.7
1.7 1.6
1.4 1.4
1.5 1.5
1.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.3 0.6
1.1 1.3
1.7 2.2
2.2 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.0 2.0
1.9 2.0
2.1 2.1
1.9 1.7
1.7 1.9
2.3 3.3
5.4 10.1
19.9 19.7
10.1 5.3
3.0 2.0
1.3 0.9
0.7 0.6
0.5 0.5
0.7 1.0
1.3 1.6
1.8 1.8
1.9 1.8
1.6 1.5
1.7 1.6
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.3 0.7
1.2 1.4
1.7 2.1
2.2 2.1
2.0 2.0
2.0 2.0
2.0 2.0
1.9 1.9
1.9 2.1
2.2 2.1
2.1 1.9
1.8 2.0
2.8 5.0
10.4 19.8
21.1 10.9
5.5 3.2
2.0 1.3
0.9 0.7
0.6 0.6
0.9 1.2
1.1 1.3
1.8 1.9
2.1 2.0
1.7 1.6
1.8 1.7
1.5 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.2 0.9
1.4 1.6
1.7 2.1
2.1 2.0
2.0 2.0
2.0 1.9
1.9 1.9
1.9 2.0
2.0 2.1
2.2 7.5
19.2 21.4
10.7 5.6
3.2 2.0
1.3 0.9
0.7 0.7
0.9 1.3
1.2 1.2
1.5 2.0
2.2 2.1
1.8 1.6
1.8 1.7
1.5 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.2 0.9
1.5 1.6
1.7 2.0
2.1 2.0
2.0 2.0
1.9 1.9
1.8 1.8
1.9 1.9
1.9 2.0
22.0 11.1
5.6 3.1
1.9 1.2
0.9 0.8
0.9 1.2
1.5 1.7
1.8 1.9
2.0 1.9
1.7 1.6
1.8 1.7
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.9
1.5 1.6
1.7 1.9
2.0 2.0
2.1 2.0
1.9 1.9
1.8 1.8
1.8 1.8
1.8 21.5
11.0 5.4
2.9 1.7
1.1 0.9
0.8 1.0
1.2 1.5
1.7 1.8
1.8 1.7
1.5 1.5
1.6 1.6
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.9
1.6 1.7
1.8 1.9
2.0 2.1
2.1 2.0
1.9 1.8
1.8 1.7
1.7 1.6
22.1 10.5
5.0 2.5
1.4 1.0
0.8 0.8
0.9 1.2
1.5 1.6
1.6 1.5
1.4 1.3
1.4 1.4
1.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.2
0.3 1.1
1.7 1.9
1.9 1.9
2.0 2.2
2.2 2.1
1.9 1.8
1.7 1.6
1.5 1.5
20.5 9.4
3.7 1.8
1.1 0.8
0.7 0.7
1.0 1.3
1.4 1.4
1.4 1.3
1.2 1.3
1.3 1.2
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.4
1.1 1.9
2.1 2.1
2.0 2.1
2.3 2.3
2.1 2.0
1.8 1.7
1.6 1.5
1.4 14.1
4.7 2.0
1.1 0.8
0.6 0.6
0.9 1.2
1.3 1.3
1.2 1.2
1.1 1.1
1.1 1.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.4
1.2 2.0
2.4 2.3
2.1 2.2
2.4 2.4
2.2 2.0
1.9 1.7
1.6 1.5
1.4 12.5
4.5 2.0
1.1 0.7
0.5 0.5
0.8 1.2
1.3 1.2
1.2 1.1
1.1 1.1
1.0 1.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.4
1.2 2.0
2.5 2.3
2.2 2.2
2.4 2.4
2.3 2.2
2.1 2.0
1.9 1.8
1.6 14.7
7.2 3.4
1.8 1.0
0.6 0.4
0.5 0.7
1.1 1.3
1.2 1.2
1.1 1.0
1.0 0.9
0.9 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.3
0.4 1.2
1.9 2.2
2.1 2.0
2.1 2.4
2.4 2.5
2.7 2.9
2.9 2.9
2.7 2.4
14.9 7.2
4.0 2.4
1.6 0.9
0.6 0.4
0.5 0.7
1.1 1.3
1.2 1.1
1.0 1.0
0.9 0.8
0.8 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.3
0.3 1.1
1.8 2.0
2.0 1.8
2.0 2.3
2.5 3.0
3.8 5.3
6.1 5.9
5.8 5.1
10.1 6.7
3.9 2.6
2.0 1.4
0.8 0.5
0.4 0.5
0.7 1.0
1.2 1.1
1.0 0.9
0.9 0.8
0.8 0.7
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.3
1.0 1.7
1.8 1.9
1.8 1.9
2.3 2.7
3.9 6.9
12.9 16.3
15.0 15.7
14.2 3.8
3.2 2.4
1.9 1.7
1.4 0.8
0.4 0.3
0.4 0.7
0.9 1.1
1.0 0.9
0.8 0.8
0.7 0.7
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.3 1.0
1.7 1.8
1.8 1.8
1.9 2.2
3.0 5.0
11.8 3.2
2.1 1.9
1.7 1.6
1.5 0.8
0.3 0.3
0.4 0.6
0.8 0.9
0.9 0.8
0.7 0.7
0.7 0.6
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.3 1.1
1.8 1.9
1.9 1.9
2.0 2.3
3.2 5.7
14.2 1.8
1.6 1.6
1.6 1.6
1.5 0.8
0.3 0.3
0.3 0.5
0.7 0.8
0.8 0.7
0.6 0.6
0.6 0.6
0.5 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.2 0.3
1.0 1.8
1.9 1.9
1.9 2.0
2.3 3.2
6.0 15.0
1.5 1.5
1.5 1.5
1.5 1.5
0.7 0.3
0.2 0.3
0.5 0.6
0.7 0.7
0.6 0.6
0.5 0.5
0.5 0.5
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.4 1.0
1.7 1.9
1.9 1.9
2.0 2.3
3.3 6.1
15.0 1.5
1.4 1.4
1.5 1.5
1.5 0.7
0.2 0.2
0.3 0.4
0.5 0.6
0.6 0.6
0.5 0.5
0.4 0.4
0.4 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.4
0.9 1.7
1.9 1.8
1.8 2.0
2.3 3.3
6.1 14.4
1.7 1.4
1.5 1.7
1.7 1.6
0.8 0.3
0.2 0.3
0.3 0.4
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.4
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.4 0.9
1.6 1.9
1.8 1.8
1.9 2.3
3.3 6.1
14.9 2.9
1.5 1.6
1.8 1.9
1.7 0.8
0.3 0.3
0.3 0.3
0.3 0.4
0.4 0.4
0.4 0.4
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.3
0.9 1.6
1.9 1.8
1.8 1.9
2.3 3.3
6.0 14.2
1.9 1.7
1.8 2.0
2.1 1.7
0.8 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.3 0.9
1.7 1.9
1.8 1.9
2.0 2.3
3.3 6.0
14.5 1.8
1.7 1.8
2.1 2.2
1.8 0.6
0.3 0.3
0.3 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.9 1.7
1.9 1.9
1.9 1.9
2.3 3.2
6.0 14.9
1.8 1.6
1.7 1.9
2.0 1.7
0.7 0.4
0.3 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.8
1.7 1.8
1.8 1.8
1.9 2.3
3.2 5.8
14.4 3.3
1.4 1.5
1.8 1.8
1.6 0.7
0.3 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.2
0.7 1.7
1.7 1.8
1.8 1.9
2.3 3.1
5.4 13.1
1.9 1.4
1.5 1.6
1.6 1.6
0.7 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.7
1.7 1.8
1.9 1.8
1.9 2.3
2.9 4.4
8.9 1.6
1.5 1.5
1.6 1.5
1.5 0.7
0.2 0.2
0.2 0.1
0.1 0.1
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.7 1.8
2.0 2.0
1.9 1.9
2.3 2.7
3.4 4.9
7.7 9.4
9.0 9.3
8.5 5.6
1.6 1.6
1.6 1.6
1.6 0.8
0.2 0.2
0.2 0.1
0.1 0.1
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.3 0.4
0.7 1.8
2.2 2.2
2.0 2.1
2.4 2.6
2.8 3.3
3.9 4.2
4.4 4.3
4.0 3.4
2.4 2.3
2.4 2.5
2.7 2.5
2.4 2.1
2.0 1.9
2.0 2.1
2.1 2.0
1.9 1.8
1.7 1.7
1.7 1.7
1.7 1.6
0.8 0.2
0.2 0.1
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.2
0.3 0.6
1.8 2.4
2.4 2.1
2.2 2.4
2.5 2.5
2.5 2.6
2.6 2.7
2.6 2.6
2.4 2.1
2.1 2.3
2.5 2.8
2.6 2.3
2.1 1.9
1.9 1.9
2.0 1.9
1.9 1.8
1.7 1.7
1.7 1.7
1.7 1.7
1.5 0.8
0.2 0.2
0.1 0.1
0.1 0.1
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.2 0.3
0.7 1.8
2.2 2.2
2.1 2.0
2.3 2.3
2.2 2.1
2.1 2.0
2.0 2.0
2.0 2.0
1.9 1.9
2.0 2.2
2.4 2.3
2.1 1.9
1.9 1.9
1.9 1.9
1.8 1.7
1.6 1.6
1.6 1.6
1.6 1.6
1.6 1.4
0.7 0.3
0.2 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.3 0.7
1.7 2.0
2.0 1.8
1.8 2.1
2.1 2.0
1.9 1.9
1.8 1.7
1.7 1.8
1.8 1.7
1.8 1.9
2.1 2.2
2.2 2.0
1.9 1.8
1.8 1.8
1.8 1.7
1.6 1.6
1.5 1.5
1.5 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.7 1.7
1.8 1.8
1.7 1.6
1.8 1.9
1.9 1.8
1.7 1.7
1.6 1.6
1.6 1.6
1.6 1.7
1.9 2.1
2.3 2.3
2.4 2.2
2.0 1.9
1.8 1.7
1.7 1.6
1.6 1.5
1.5 1.4
1.5 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.2 0.2
0.2 0.3
0.3 0.3
0.3 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.2
0.6 1.6
1.7 1.7
1.6 1.6
1.7 1.8
1.8 1.7
1.6 1.6
1.5 1.5
1.5 1.5
1.6 1.7
1.8 1.9
2.0 2.1
2.1 2.1
2.0 1.9
1.8 1.7
1.6 1.5
1.5 1.5
1.4 1.4
1.4 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.7 1.6
1.7 1.7
1.6 1.6
1.6 1.7
1.7 1.6
1.5 1.5
1.4 1.4
1.4 1.4
1.5 1.6
1.7 1.7
1.8 1.8
1.8 1.8
1.8 1.8
1.7 1.6
1.5 1.5
1.5 1.4
1.4 1.4
1.4 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.3 0.3
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.8 1.7
1.8 1.7
1.6 1.6
1.5 1.5
1.5 1.5
1.5 1.4
1.4 1.3
1.3 1.4
1.4 1.5
1.5 1.5
1.5 1.6
1.6 1.6
1.6 1.6
1.6 1.6
1.5 1.5
1.5 1.4
1.4 1.4
1.5 1.5
1.6 1.6
1.4 0.8
0.3 0.2
0.2 0.3
0.3 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.3 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.8 1.6
1.8 1.7
1.6 1.5
1.5 1.4
1.4 1.4
1.4 1.4
1.3 1.3
1.3 1.3
1.3 1.3
1.3 1.3
1.3 1.3
1.4 1.4
1.4 1.4
1.5 1.5
1.5 1.5
1.5 1.5
1.5 1.5
1.5 1.6
1.6 1.7
1.5 0.8
0.3 0.2
0.2 0.3
0.4 0.5
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.3
0.8 1.5
1.7 1.6
1.6 1.5
1.4 1.4
1.3 1.3
1.3 1.3
1.3 1.2
1.2 1.2
1.2 1.1
1.1 1.1
1.1 1.1
1.1 1.2
1.2 1.3
1.3 1.3
1.4 1.5
1.5 1.5
1.5 1.5
1.5 1.6
1.6 1.7
1.6 0.8
0.3 0.2
0.2 0.3
0.5 0.6
0.6 0.6
0.5 0.5
0.5 0.5
0.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.3 0.8
1.5 1.7
1.6 1.5
1.4 1.4
1.3 1.3
1.3 1.3
1.2 1.2
1.2 1.1
1.1 1.0
1.0 1.0
0.9 0.9
0.9 0.9
1.0 1.0
1.1 1.1
1.2 1.3
1.4 1.5
1.6 1.6
1.5 1.5
1.6 1.6
1.6 1.6
0.8 0.3
0.2 0.2
0.4 0.5
0.7 0.7
0.7 0.6
0.6 0.5
0.5 0.5
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.4
0.8 1.5
1.7 1.6
1.5 1.4
1.3 1.3
1.3 1.2
1.2 1.2
1.1 1.1
1.0 1.0
0.9 0.9
0.8 0.8
0.7 0.7
0.8 0.8
0.9 0.9
1.0 1.1
1.2 1.4
1.5 1.6
1.6 1.6
1.5 1.5
1.6 1.6
1.6 0.7
0.3 0.3
0.3 0.4
0.6 0.8
0.8 0.8
0.7 0.7
0.6 0.6
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.4 0.8
1.5 1.7
1.6 1.5
1.4 1.3
1.3 1.2
1.2 1.2
1.1 1.1
1.0 1.0
0.9 0.8
0.8 0.7
0.7 0.6
0.6 0.7
0.7 0.7
0.8 0.9
1.0 1.1
1.3 1.5
1.6 1.7
1.6 1.5
1.6 1.7
1.7 1.6
0.8 0.3
0.3 0.3
0.4 0.7
0.9 0.9
0.9 0.8
0.7 0.7
0.7 0.6
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.3
0.8 1.5
1.7 1.6
1.5 1.4
1.3 1.3
1.3 1.2
1.2 1.1
1.0 1.0
0.9 0.8
0.7 0.7
0.6 0.6
0.6 0.6
0.6 0.6
0.7 0.7
0.8 0.9
1.1 1.2
1.4 1.6
1.7 1.8
1.6 1.7
1.9 1.9
1.7 0.8
0.4 0.3
0.4 0.5
0.8 1.0
1.1 1.0
0.9 0.8
0.8 0.7
0.7 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.9
1.6 1.7
1.6 1.5
1.4 1.4
1.3 1.3
1.2 1.2
1.1 1.0
0.9 0.8
0.8 0.7
0.6 0.6
0.5 0.5
0.5 0.5
0.6 0.6
0.6 0.7
0.8 1.0
1.2 1.4
1.6 1.8
1.9 1.8
1.8 2.0
2.1 1.8
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1.1 1.0
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1.0 1.6
1.7 1.6
1.5 1.4
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1.3 1.2
1.1 1.0
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0.9 1.1
1.3 1.6
1.8 1.9
1.8 1.9
2.2 2.3
1.9 0.7
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1.5 1.8
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1.8 2.1
2.2 1.8
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1.2 1.4
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1.5 1.6
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1.5 1.7
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0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 16.2
20.8 34.8
31.9 21.2
31.5 41.5
41.6 33.5
33.9 42.3
40.3 43.2
47.2 33.4
29.4 40.6
43.9 42.6
43.2 42.9
34.8 31.2
45.5 43.6
41.2 45.4
44.9 33.2
30.8 42.0
45.6 42.6
42.7 46.2
34.8 32.3
43.4 43.3
42.0 44.5
41.1 32.4
30.8 44.3
45.1 40.2
40.9 40.6
31.2 39.9
42.0 35.3
26.0 28.6
38.0 26.3
18.2 30.9
27.3 29.1
28.3 43.4
37.0 39.9
39.2 43.4
39.0 41.2
39.8 47.2
39.9 43.3
42.6 41.2
37.5 39.2
37.8 44.6
38.6 41.6
40.5 42.1
37.3 39.6
38.4 40.7
36.8 39.0
37.4 46.3
39.4 42.6
41.8 42.0
38.1 39.9
38.5 43.4
35.8 39.4
39.2 27.2
24.5 26.0
24.8 0.4
26.0 32.8 33.9 34.2 31.4 33.9 31.4 32.1 34.1 32.4 30.7 18.9
13.5 17.5 18.6 18.8 18.0 18.5 17.8 17.8 18.7 18.1 16.7 11.7
2.1 2.1
2.0 2.0
2.1 2.8
5.2 1.9
1.9 1.9
1.8 1.9
2.1 2.7
4.9 12.9
1.7 1.7
1.6 1.6
1.6 1.7
1.9 2.4
3.7 7.6
16.4 1.5
1.5 1.4
1.4 1.4
1.5 1.6
1.9 2.7
4.4 8.4
17.4 1.3
1.3 1.2
1.2 1.2
1.3 1.4
1.6 2.0
2.9 4.7
8.6 17.1
1.2 1.1
1.1 1.0
1.0 1.1
1.2 1.3
1.6 2.0
3.0 4.8
8.8 17.4
1.3 1.1
1.0 1.0
0.9 1.0
1.1 1.7
1.3 1.6
2.1 3.0
5.7 8.5
17.1 1.5
1.2 1.1
1.0 0.9
0.9 8.1
24.5 1.2
1.3 1.6
6.6 48.7
4.9 8.3
16.0 2.1
1.5 4.4
8.8 0.9
0.8 13.8
3.4 5.4
6.4 6.6
4.3 9.7
10.2 10.7
1.7 11.3
1.5 11.0
1.6 11.0
8.3 11.1
5.1 1.8 1.8 3.9 12.0
64.4 5.7
2.0 1.6
1.6 11.0
12.9 1.3
1.1 1.2
5.0 48.8
2.0 1.6
1.9 1.8
5.5 3.2
3.9 2.3
2.3 2.4
2.2 2.3
2.1 1.8
1.6 1.6
1.8 2.2
1.9 1.9
1.9 1.7
3.7 2.8
2.1 2.1
2.0 1.9
1.8 2.6
2.3 2.1
2.0 1.9
1.8 EP1.0
SITE PHOTOMETRIC PLAN
SITE PHOTOMETRIC PLAN 1
SCALE
1/16" = 1'-0" 1 D:\Acies Engineering\ACIES Project\Chick-Fil-A\Morgan Hill\Electrical\221475_E1.1.dwg Sheet No: EP1.0 Saved by: anjo - Thursday, March 09, 2023 7:06 AM Printed by: Anjo Santos - March 9, 2023 7:07 AM Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE ABCD ABCD 1
FSR# 0000 CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE: 4 3 2 4 3 2 1 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 4683 Chabot Drive, Ste 300
Pleasanton, CA 94588
P 925.244.9620
F 925.244.9621
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Canopy 1 38.2 fc 47.2 fc 24.5 fc 1.9:1 1.6:1
Canopy 2 37.4 fc 47.2 fc 16.2 fc 2.9:1 2.3:1
Parking/Driveway 2.0 fc 22.1 fc 0.5 fc 44.2:1 4.0:1
SUTTER BOULEVARD MAIN ENTRY DRIVE THRU PICK-UP SERVICE ENTRY EGRESS EGRESS NO PARKING NO PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY CURBSIDE PICKUP SLOPE SLOPE STORAGE
SLOPE SLOPE RE: KITCHEN FOR SHELVING IN THIS AREA CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP C
TYPICAL
OF 9 A A A A
A1 A A A B
TYPICAL
OF 10 B
TYPICAL
OF 10
(E) LIGHT POLE
(E) LIGHT POLE
SITE BOUNDARY
(E) LIGHT POLE
A1
ES1.0
EXTRERIOR LIGHTING PLAN
EXTRERIOR LIGHTING PLAN 1
SCALE
1/16" = 1'-0" 1 D:\Acies Engineering\ACIES Project\Chick-Fil-A\Morgan Hill\Electrical\221475_E1.1.dwg Sheet No: ES1.0 Saved by: anjo - Thursday, March 09, 2023 7:06 AM Printed by: Anjo Santos - March 9, 2023 7:07 AM Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE ABCD ABCD 1
FSR# 0000 CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE: 4 3 2 4 3 2 1 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 4683 Chabot Drive, Ste 300
Pleasanton, CA 94588
P 925.244.9620
F 925.244.9621
SCHEDULE
SYMBOL TAG QTY MANUFACTURER CATALOG NUMBER DESCRIPTION FILE NAME (QTY)LAMP LUMENS LLF WATTS DISTRIBUTION MOUNTING HEIGHT
A1 2 COOPER LIGHTING PRV-PA2A-730-U-T4W
PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70
CRI, 3000K, 720mA LIGHT ENGINES WITH 24 LEDS
AND TYPE IV WIDE OPTICS
PRV-PA2A-730-U-T4W.ies 1 14,170 0.9 113.0 BUG RATING : B3-U0-G3 25 FT A 7 COOPER LIGHTING PRV-PA2A-730-U-T4W-HSS PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70
CRI, 3000K, 720mA LIGHT ENGINES WITH 24 LEDS
AND TYPE IV WIDE OPTICS WITH HOUSE SIDE
SHIELD
PRV-PA2A-730-U-T4W-HSS.ies 1 10,262 0.9 113.0 BUG RATING : B1-U0-G3 25 FT B 20 DECO LIGHTING D533R-PRO-55-30-U-5-W-M LED CANOPY LUMINAIRE, 3000K, 80 CRI 1 7910 0.9 55 RECESS C 9
PROGRESS
LIGHTING P5675-31
5" UP/DOWN CYLINDER WITH HEAVY DUTY
ALUMINUM CONSTRUCTION, WET LISTED, WITH
TWO GENERAL ELECTRIC RETROFIT LAMPS
#LED12P30RW83025 2 0.9 24 BUG RATING : B1-U0-G1 8 FT
SUTTER BOULEVARD
COCHRANE ROAD
P14 SE LRG
74 SEATS
GROSS: 5,028 SF
NO
PARKING
NO
PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
L1.0
PLANTING PLAN
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT # PRINTED FOR: REVIEWDATE
SHEETSHEET NUMBER
DRAWN BYREVISION SCHEDULE
A
4 3
2 1
B
C
D
E
A
B
C
D
E
4 3
2 1
CHICK-FIL-A
BUILDING TYPE / SIZE:RELEASE:
PERMIT
PROJECT STATUS
8-8-2023
#05180
COCHRANE ROAD AND SUTTER BLVD.
MORGAN HILL, CALIFORNIA 95037
21.11 P14 SE LRG
NO. DATE DESCRIPTION
hourian associates,
landscape architecture + design
san clemente | santa barbara, california
inc.
o: 949.489.5623 f: 858.810.0335
NH/mdm
FSR
Renewal Date
Signature
Date
#3934
ROBERT
A. GARCIA
L I CENSED
LAND
S
CAPE
ARCHI TECT
5/31/24
STATE
O
F
C
A
LIFOR N
8/8/2023
IA
SUTTER BOULEVARD
COCHRANE ROAD
P14 SE LRG
74 SEATS
GROSS: 5,028 SF
NO
PARKING
NO
PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
CURBSIDE
PICKUP CURBSIDE
PICKUP CURBSIDE
PICKUP CURBSIDEPICKUP CURBSIDEPICKUP
L2.1
WATER CONSERVATION
PLAN
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT # PRINTED FOR: REVIEWDATE
SHEETSHEET NUMBER
DRAWN BYREVISION SCHEDULE
A
4 3
2 1
B
C
D
E
A
B
C
D
E
4 3
2 1
CHICK-FIL-A
BUILDING TYPE / SIZE:RELEASE:
PERMIT
PROJECT STATUS
8-8-2023
#05180
COCHRANE ROAD AND SUTTER BLVD.
MORGAN HILL, CALIFORNIA 95037
21.11 P14 SE LRG
NO. DATE DESCRIPTION
hourian associates,
landscape architecture + design
san clemente | santa barbara, california
inc.
o: 949.489.5623 f: 858.810.0335
NH/mdm
FSR
Renewal Date
Signature
Date
#3934
ROBERT
A. GARCIA
L I CENSED
LAND
S
CAPE
ARCHI TECT
5/31/24
STATE
O
F
C
A
LIFOR N
8/8/2023
IA
Aerial Image with Photo Index
Image 1: Looking due south from the intersection of Cochrane Rd and Sutter Blvd.
Image 2: Looking West (slightly northwest) from standing in Sutter Blvd.
Image 3: Eastern property line from NB Sutter Blvd
Image 4: Looking Northwest at the entrance to the parking lot from the drive access off Sutter Blvd.
Image 5: Looking down the western property line.
Image 6: Looking south from Cochrane Rd Eastbound.
Image 7: Looking at the western property line from Cochrane Rd.
Image 8: View looking south from the bus stop on Cochrane Rd West bound
APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NOT FOR
CONSTRUCTION
CIVIL ENTITLEMENT PLANS
FOR
18599 SUTTER BOULEVARD
MORGAN HILL, CA 95037
SITE INFORMATION
UTILITY PURVEYORS
PRELIMINARY ESTIMATED EARTHWORK QUANTITIES
PROJECT TEAM LEGEND
ABBREVIATIONS
FEMA FIRM FLOOD ZONE INFORMATION
NORTH
VICINITY MAP
N.T.S.
C1.0COVER SHEET
BASIS OF BEARINGS
BENCHMARK
SUTTER BLVD
HIGHWAY 101
PROJECT SITE
COCHRANE RD
MADRONE PKWY
JARVIS RD
SHEET LIST TABLE
Sheet Number Sheet Title
’ FOR PRELIMINARY INFORMATION
DISCLAIMER TO CONTRACTOR
SUTTER BOULEVARD
(PUBLIC STREET) COCHRANE ROAD (PUBLIC STREET) APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C1.1 PRELIMINARY DEMOLITION PLAN NORTH
LEGEND
DEMOLITION NOTES
PROTECTION NOTES
EXISTING UTILITY NOTE
SUTTER BOULEVARD
(PUBLIC STREET) COCHRANE ROAD (PUBLIC STREET) P14 SE LRG 74 SEATS GROSS: 5,028 SF NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING
ONLY NO
PARKING
EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C2.0CONTEXTUAL PLAN
LEGEND
NORTH
NORTH
VICINITY MAP
N.T.S.
SUTTER BLVD
HIGHWAY 101
PROJECT SITE
COCHRANE RD MADRONE PKWY JARVIS RD
EASEMENT NOTES
SUTTER BOULEVARD
(PUBLIC STREET) COCHRANE ROAD (PUBLIC STREET) P14 SE LRG 74 SEATS GROSS: 5,028 SF NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING ONLY NO
PARKING
EV CHARGING ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NOT FOR
CONSTRUCTION
C2.1 PRELIMINARY SITE PLAN
NORTH
LEGEND
NORTH
VICINITY MAP
N.T.S.
SUTTER BLVD
HIGHWAY 101
PROJECT SITE
COCHRANE RD
MADRONE PKWY
JARVIS RD
SITE INFORMATION
EASEMENT NOTES
PARKING REQUIREMENTS
BUILDING AREA
(SF)
*REQUIRED
PARKING STALLS
TOTAL PROVIDED
PARKING STALLS
PROVIDED
COMPACT
PARKING STALLS
(30% MAX)
REQUIRED
BICYCLE PARKING
PROVIDED
BICYCLE PARKING
**ADA REQUIRED ADA PROVIDED
***EV CAPABLE
STALLS
REQUIRED
EV CAPABLE
STALLS
PROVIDED
SUTTER BOULEVARD
(PUBLIC STREET) COCHRANE ROAD (PUBLIC STREET) P14 SE LRG 74 SEATS GROSS: 5,028 SF NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING
ONLY NO
PARKING
EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C3.0 PRELIMINARY UTILITY PLAN NORTH
LEGEND
UTILITY NOTES
EXISTING UTILITY NOTE
P14 SE LRG 74 SEATS GROSS: 5,028 SF NO PARKING T
COMPACT COMPACT COMPACT ONLY ENTRANCEDO NOT ENTER APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C4.0 PRELIMINARY GRADING AND NORTH DRAINAGE PLAN
LEGEND B
C4.2 A
C4.2 SEE SHEET C4.1 FOR CONTINUATION
NO PARKING
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READYCOMPACT
EV CHARGING
ONLY
NO
PARKING EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C4.1 PRELIMINARY GRADING AND NORTH DRAINAGE PLAN SEE SHEET C4.0 FOR CONTINUATION
LEGEND C
C4.3
APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C4.2 TYPICAL CROSS SECTIONS
PROPOSED TYPICAL SIDESLOPED BIORETENTION SECTION
HORIZ: 1" = 5'
VERT: 1" = 5' B
C4.2
PROPOSED TYPICAL SITE SECTION
HORIZ: 1" = 5'
VERT: 1" = 5' A
C4.2
APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C4.3 TYPICAL CROSS SECTIONS
PROPOSED TYPICAL SITE SECTION
HORIZ: 1" = 5'
VERT: 1" = 5' C
C4.3 APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037
T
SUTTER BOULEVARD COCHRANE ROAD
DMA 1
DMA 2
DMA 2
DMA 4
DMA 4
DMA 4
DMA 4
DMA 5
DMA 3
DMA 3 APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NOT FOR
CONSTRUCTION
C5.0
NORTH PRELIMINARY STORMWATER CONTROL PLAN
PROPOSED STORMWATER TREATMENT SUMMARY
TOTAL
AREA
(SF)
PERVIOUS
AREA (SF)
IMPERVIOUS
AREA (SF)
TREATMENT
REQUIRED
CALC
REQUIRED
TREATMENT AREA
(SF) - IMP CALC
PROVIDED
TREATMENT
(SF)
TREATMENT
TYPE
DEPTH OF ROCK
BELOW
UNDERDRAIN
(IN)
DMA 1 31,124 6,263 24,861 497 539 BIORETENTION 41"
DMA 2 30,846 8,908 21,938 439 442 BIORETENTION 47"
DMA 3 1,452 0 1,452 29 EQUIVALENT
BIORETENTION
- DMA 4 12,196 11,233 963 0 0 SELF
RETAINING
- DMA 5 2,328 0 2,328 0 0 MILL &
OVERLAY
TOTAL 77,946 26,404 51,542 965 981 N/A
IMPERVIOUS VS PERVIOUS AREA
TOTAL
CONSTRUCTION
AREA (SF)
IMPERVIOUS AREA
(SF)
PERVIOUS AREA
(SF)
PERCENT
PERVIOUS
EXISTING
PROPOSED
GENERAL NOTES
LEGEND
CURB OPENING A BBIORETENTION SYSTEM
STATEMENT OF PERFORMANCE REQUIREMENTS
SUTTER BOULEVARD
(PUBLIC STREET) COCHRANE ROAD (PUBLIC STREET) P14 SE LRG 74 SEATS GROSS: 5,028 SF NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING ONLY NO
PARKING
EV CHARGING ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C6.0 PRELIMINARY NORTH LIGHTING PLAN
LEGEND
COCHRANE ROAD (PUBLIC STREET)
SUTTER BOULEVARD
(PUBLIC STREET) NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING
ONLY NO
PARKING
EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C7.0 PRELIMINARY FIRE TRUCK TURN - OPTION 1
LEGEND
NORTH
NCHRP REPORT 659 2010 FIRE TRUCK
COCHRANE ROAD (PUBLIC STREET)
SUTTER BOULEVARD
(PUBLIC STREET) NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING
ONLY NO
PARKING
EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C7.1 PRELIMINARY FIRE TRUCK TURN - OPTION 2
LEGEND
NORTH
NCHRP REPORT 659 2010 FIRE TRUCK
COCHRANE ROAD (PUBLIC STREET)
SUTTER BOULEVARD
(PUBLIC STREET) NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING
ONLY NO
PARKING
EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C7.2 PRELIMINARY DELIVERY TRUCK TURN
LEGEND
NORTH
CFA DELIVERY TRUCK
COCHRANE ROAD (PUBLIC STREET)
SUTTER BOULEVARD
(PUBLIC STREET) NO PARKING T
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV READY EV READY EV READY EV READY COMPACT ONLY ENTRANCE
EV CHARGING
ONLY NO
PARKING
EV CHARGING
ONLY
EV READY EV READY DO NOT ENTER CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP APN: 726-32-002 CHICK-FIL-A 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998 NOT FOR CONSTRUCTION
C7.3 PRELIMINARY TRASH TRUCK TURN
LEGEND
NORTH
TRASH TRUCK
GOVERNMENTAL AGENCIES
BUILDING DEPARTMENT
City of Morgan Hill
Department of Bilding & Fire
Prevention Division
17575 Peak Avenue
Morgan Hill, CA 95037
Phone: (408) 778-6480 general
Eric Blomquist, Building Official
[email protected]
FIRE DEPARTMENT
City of Morgan Hill
Department of Bilding & Fire
Prevention Division
17575 Peak Avenue
Morgan Hill, CA 95037
Phone: (408) 778-6480 general
Eric Blomquist, Building Official
[email protected]
HEALTH DEPARTMENT
Santa Clara County Dept.
Environmental Health | Consumer
Protection Division
1555 Berger Dr. Bldb 2, 3rd Floor
San Jose, CA 95112
Phone: (408) 918-3400 general
Phone: (408) 918-3325 direct
Aziz Hussain, Senior
Environmental Health Specialist
[email protected]
BUILDING DATA
BUILDING CODE:
2019 California Building Code
PLUMBING CODE:
2019 California Plumbing Code
MECHANICAL CODE:
2019 California Mechanical Code
ELECTRICAL CODE:
2019 California Electrical Code
ACCESSIBLITY CODE:
2019 California Building Code
ENERGY CODE:
2019 California Energy Code
FIRE CODE:
2019 California Fire Code
GAS CODE:
2019 California Mechanical Code
ARCHITECT
WARE MALCOMB
2777 E. CAMELBACK RD,
SUITE #325
PHOENIX, AZ, 85016
Phone: 480.767.1001
JOSH DICKSON
[email protected]
ELECTRICAL
ACIES ENGINEERING
400 N. MCCARTHY BLVD, SUITE
250, MILPITAS CA 95035
Phone: (408) 522-5255 x121
Fax: (408) 522-5260
CHRISTIAN DALIMARTA, PE
[email protected]
CIVIL
KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 350
PLEASANTON, CA 94588
Phone: (669) 800 4168
JENNIFER KIRBY, PE
[email protected]
LANDSCAPE
HOURIAN ASSOCIATES, INC.
107 AVENIDA MIRAMAR #D
SAN CLEMENTE, CA 92672
Phone: 949.489.5623 x 101
C: 949.412.8888
NICOLE HOURIAN, ASLA
[email protected]
S VALLEY FRWY
COCHRANE RD
101
SUTTER BLVD
TEHNOLOGY DR
JARVIS DR
WOODVIEW AVE
MADRONE PKWY
N
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:53:24 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt G-000
COVER SHEET
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 05-SE-05180-G-000-COVER SHEET
PHX22-0187-00
22.08 P14 SE LRG
FSR
VICINITY MAP
*NOTE: REVISION SCHEDULE ABOVE MAY NOT LIST REVISIONS TO ALL DISCIPLINES. REFER TO REVISED DRAWINGS FOR CHANGES TO SHEETS NOT LISTED HERE.
SHEET INDEX
SHEET
NUMBER SHEET NAME
ISSUED FOR BIDISSUED FOR PERMITISSUED FOR CONSTRUCTION
G-000 COVER SHEET
A-100 SITE PLAN
A-103 REFUSE ENCLOSURE
A-201 FLOOR PLAN
A-301 EXTERIOR ELEVATIONS
A-302 EXTERIOR ELEVATIONS (COLOR)
A-303 PERSPECTIVES
E5.0 SINGLE LINE DIAGRAM
EP1.0 SITE PHOTOMETRIC PLAN
EP1.1 EXTERIOR LIGHTING CUTSHEET
EP1.2 EXTERIOR LIGHTING CUTSHEET
EP1.3 EXTERIOR LIGHTING CUTSHEET
ES1.0 EXTERIOR LIGHTING PLAN
18599 SUTTER BOULEVARD
MORGAN HILL, CALIFORNIA 95037
MORGAN HILL FSU
05180
P14 SE LRG
DESIGNOTES APPLIED IN CURRENT PROJECT
DESIGNOTE # REV # DESCRIPTION
2022-014 0 SRI A - BUILDING LIGHTING
2022-015 0 EXPANDED DIGITAL COCKPIT
2022-016 0 DRIVE - THRU COCKPIT CLEARANCE
2022-017 0 SRI EXTERIOR PAINT
2022-018 0 PROJECT DESIGN WORKFLOW
2022-019 0 ACT CEILING RISER ROOM
2022-020 0 ADD CHEROKEE BRICK AS PREFERRED SUPPLIER & BRICK REGIONAL STRATEGY MAP 2022-021 0 UPDATES TO SOIL-PRETREATMENT PROGRAM AND CONTACT INFO 2022-022 0 DRIVE-THRU DUMP SINK AND HAND SINK
ITEMS OF IMPORTANCE
INCLUDED IN
PROJECT ITEM NUMBER ITEM DESCRIPTION
Yes 1 ITEMS OF IMPORTANCE
REGION: WEST
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
A-3401
Item 4
Attachment 15
NO
PARKING
T
S
L
O
P
E
S
L
O
P
E
S
T
O
RA
G
E
SLOPE SLOPE
R
E
:
KIT
C
H
E
N
F
O
R
S
H
E
L
VIN
G IN THIS AREA
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
EV CHARGING
ONLY
EV CHARGING
ONLY
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
EV CHARGING
ONLY
NO
PARK NI G
EV CHARGING
ONLY
MAIN ENTRY
DRIVE
THRU
PICK-UP
SERVICE
ENTRY
EGRESS
EGRESS
SITE PLAN LEGEND
PROPERTY LINE
BUILDING LINE
EXISTING 6" CURB
LANDSCAPE
EXISTING CURBS
AND SIDEWALKS
OUTDOOR SEATING
ACCESSIBLE ROUTE
4" WIDE DIAGONAL
STRIPPING
PARKING LIGHT FIXTURE
(SEE ELECTRICAL
DRAWING)
EASEMENT LINE
2% MAX SLOPE
EXISTING SIDEWALK
VEHICLE
(20'-0" LENGTH TYP.)
P
1 4
S
E
L
R
G
74 SEATS
GROSS: 5,028 SF
MAIN ENTRY
DRIVE THRU
PICK-UP
EGRESS
EGRESS
SERVICE
ENTRY
COCHRANE ROAD
SUTTER BOULEVARD
6 5
65 A-103
D2
9 6
1 2
5 8
7 4
1 3
6'-0" SETBACK
27'-0"
25'-0"
25'-0"
35'-0"
8'-0"
20'-0" SETBACK
38'-0"
11 10
7 66
6 12
SITE PLAN KEYNOTES 1 SIGNAGE PER SIGNAGE PACKAGE, TYP. 2 ADA PARKING. 3 SHORT-TREM BIKE PARKING.
4 LOCATION OF LONG-TREM BIKE STORAGE.
5 PATIO PLAN.
6 EXISTING MONUMENT.
7 CLEARANCE BAR PER SIGNAGE.
8 FLAG POLE.
9 TRANSFORMER.
10 ELECTRICAL METER
11 GAS METER.
12 NEW SITE WALL.
PROJECT SITE
PROJECT SITE
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4321
BCDE
ABCDE
4321
CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 11:26:07 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-100
SITE PLAN
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-100-SITE PLAN
PHX22-0187-00
22.08 P14 SE LRG
FSR
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
PROJECT DATA:
SITE AREA
GROSS: 79,473 SF
1.82 AC
BUILDING FOOTPRINT:
CHICK-FIL-A 5,028 SF
GENERAL NOTES:
FOR ACCESSIBLE ROUTE MAX SLOPE 5% AND CROSS SLOPE (2%) ALONG PATH AND 2% SLOPE IN ANY DIRECTION AT EACH TURN AND INTERSECTION OF THE PATH OF TRAVEL.
TOTAL FOOTPRINT: 5,028 SF
COVERAGE:
GROSS: 6%
PARKING REQUIRED:
RESTAURANT (5,028 SF) 1,998 SF / 60 PUBLIC SF= 33.3
3,030 SF / 250 GFA = 12.12
46 STALLS
PARKING PROVIDED:
STANDARD: 48 STALLS
REQ. ACCESSIBLE 2 STALLS
@10.34/1000 SF
DEVELOPMENT STANDARDS:
ZONING: PUD (CG)
MAX. HEIGHT: 35'-0" FT
BUILDING SETBACKS:
FRONT: 25'-0" FT
REAR: 20'-0" FT
FROM COCHRANE BLVD: 40'-0" FT
LANDSCAPE SETBACKS:
FRONT: 25'-0" FT
REAR:
SIDE: 0'-0" FT
LANDSCAPE REQ: 10%
OFF-STREET PARKING:
STANDARD: 9X18
COMPACT %: 30%
COMPACT: 9X16
FIRE LANE: 26 FT
DRIVE AISLE: 25 FT
REQ. PARKING RATIO BY USE:
RESTAURANT: 1 /100 SF
NOTES:
1 TYPE A. FOR PARKING AREAS LESS THAN 50,000 SF-5%
OTHERWISE 8%
PARKING CALCULATION:
ACCESSIBLE STALL REQUIRED
PER CBC
3 ACCESSIBLE STALLS PROVIDED
3 10% OF REQUIRED PARKING
SHORT TERM BIKE STRAGE REQUIRED
6 20'-0" FT
RETAIL: 1/250 SF
OFFICE:
SHORT TERM PARKING REQUIRED
6 1" = 20'-0"
SITE PLAN B1
NO. DATE DESCRIPTION
FROM SUTTER BLVD: 30'-0" FT
1/250 SF
MAX. COMPACT ALLOWED 30% 15 STALLS
DT STACK 52 CARS
OP CANOPY 8TH CAR AT INNER LANER
TREE WELL: 5 FT
OVERHANG: 2 FT
N
NORTH
FLOOR PLAN GENERAL NOTES
A.1 ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS (FACE OF STUD/JAMB) UNLESS OTHERWISE NOTED.
A.2 FASTENERS, ANCHORS, CLIPS, STRAPS, ETC WHICH ARE IN CONTACT WITH PRESERVATIVE AND/OR FIRE TREATED WOOD SHALL BE OF G-185 HOT DIPPED ZINC- COATED GALVANIZED STEEL, STAINLESS STEEL, OR AN APPROVED EQUAL.
A.3 REFER TO CIVIL AND LANDSCAPE FOR LOCATIONS OF WALKS, BOLLARDS, LANDSCAPING AREAS, FLAG POLE, AND OTHER SITE ITEMS.
A.4 REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPES OF CORNER GUARDS.
A.5 CONTRACTOR TO COORDINATE LOCATION OF POLE MOUNTED EXTERIOR CAMERA WITH STRONG SYSTEMS AND INSTALL UNDERGROUND CONDUIT AS REQUIRED. RE:
ELECTRICAL.
A.6 REFER TO ACCESSIBILITY PLAN AND FURNITURE DRAWINGS FOR SEATING LAYOUT & SPECIFICATIONS. CONTACT: OWNER.
A.7 REFER TO ACCESSIBILITY PLAN AND OWNER DRAWINGS FOR CONDIMENT COUNTERS AND TRASH RECEPTACLES.
A.8 REFER TO IT WALLBOARD USER GUIDE FOR WALLBOARD INSTALLATION, IF APPLICABLE.
A.9 REFER TO MILLWORK PLAN FOR RAISED CONCRETE CURB LOCATIONS.
A.10 FREEZER AND COOLER DOORS AND HARDWARE SUPPLIED BY FREEZER/COOLER
MANUFACTURER
D4
A-301
A4
A-301
B4
A-301
C4
A-301
A3
A-401
A2
A-401
A4
A-401
A1
A-401
165 SF
WOMEN
(PUBLIC AREA)
163 SF
MEN
(PUBLIC AREA)
29 SF
TECH CLOSET
?
8'-11 3/4" 2'-1" 17'-9 1/2"
36 SF
EXIT VEST
(PUBLIC AREA)
83 SF
ENTRY VEST
(PUBLIC AREA)
1346 SF
DINING
(PUBLIC AREA)
9 1/4"
RO.
4'-8"
7 3/4"
6'-1 7/8"
KITCHEN
SERVING
SERVICE
REFER TO A-105 FOR OMD CANOPY INFO
171 SF
TEAM MEMBER
ROOM
(WORK AREA)
62 SF
EMPLOYEE
RESTROOM ?
70 SF
OFFICE
WORK AREA
QUEUE
3'-11"
3'-8 1/2"
3'-10 1/4"
WIF
WIC
82'-3"
14'-3 3/4"
11'-6 3/4" 11'-6 3/4" 14'-3 3/4" 5'-3 1/2"
3'-5"
2'-6" 1'-9"
R.O.
6'-0" 2'-0"
R.O.
6'-0" 1'-11 3/4"
R.O.
3'-4 3/4" 2'-0"
R.O.
6'-0" 11 1/2" 12'-11 1/2"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 2'-0" 7'-4 1/2"
32'-7" 10'-11 1/2" 31'-4" 7'-4 1/2"
11"
R.O.
6'-5 7/8" 14'-5 1/8"
21'-10" 35'-5" 3'-2" 6'-7 1/2"
R.O.
2'-4"
5 1/2"
7'-10 1/4" 15'-6" 8'-2 1/4"
4'-4" 10'-0 1/2" 8'-8 1/2" 3'-4" 9'-7" 18'-7 3/4" 11'-8 1/4" 4'-4 1/2" 3'-4" 2'-8" 25'-9" 44'-6" 6'-1"
10 1/2"
R.O.
6'-0" 1'-2"
R.O.
6'-0" 6'-2 1/2"
R.O.
4'-4"
1'-1 1/2"
7'-6 1/2"
R.O.
3'-4" 8'-4"
R.O.
6'-0" 7'-3"
R.O.
6'-0" 6'-0 1/2"
1366 SF
KITCHEN
(WORK AREA)
122 SF
SERVING
(WORK AREA)
644 SF
MEAL
FULFILLMENT
AREA
(WORK AREA)
176 SF
SERVICE
(WORK AREA)
REFER TO A-105 FOR OMD CANOPY INFO
HOOD #1
HOOD #2 HOOD #3
8'-8 1/2"
108 SF
RISER
(WORK AREA)
3'-4"
6 1/2"
3'-7 7/8"
10'-3"
4'-1 1/2" 6 1/8" 11'-6" 6 7/8" 3'-1 1/2"
4 1/2" 3'-1" 2'-9" 3'-1" 2'-9" 3'-1" 4 1/2"
4'-0" 4'-0" 4'-0"
WIF
WIC
60'-11"
4'-1 1/4"
6'-8 1/4"
5'-9"
8'-1 1/4"
7'-10 1/2"
7'-3 1/2"
1'-2 1/2"
11'-9" 7'-9 3/4"
3'-9 1/2"
5'-10 1/2"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 4'-8"
R.O.
6'-0" 7'-9 1/2" 7'-6 1/4"
R.O.
6'-0"
10 1/4"
14'-4 1/2" 51'-8"
66'-0 1/2"
NTD: THIS ROOM CAN FLEX INTO A
DIFFERENT PURPOSE (RESTROOM,
STORAGE, ETC.) IF NEEDED OR
DESIRED - AOR TO VERIFY W/CHICK-FIL-
A DESIGN LEAD, REVIEW PER SITE/AHJ
REQUIREMENTS, AND COORDINATE
W/ALL DISCIPLINES.
97 SF
RR VEST
(PUBLIC AREA)
(PUBLIC AREA)
108 SF
CT CABINET
RE: ELECTRICAL
MDP RE: ELECTRICAL
STEEL WALL BY
OWNER RE: OWNER
FOR EXACT LOCATIONS
ITEM BY OWNER
SOFFIT OR BULKHEAD
ABOVE RE: REFLECTED
CEILING PLAN 2-SIDED BRAND ICON
RE: OWNER DRAWINGS
RECESSED PIN AND SLEEVE
BOX. RE: A4/A620 & MEP
DRAWINGS.
ELECTRICAL PANEL RE:
ELECTRICAL
FLOOR PLAN LEGEND:
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4321
BCDE
ABCDE
4321
CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:07 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-201
FLOOR PLAN
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-201-FLOOR PLAN
PHX22-0187-00
22.08 P14 SE LRG
FSR
1/4" = 1'-0"
FLOOR PLAN B3
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
N
NORTH
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
T/ SLAB 0"
C1-C C1-C C1-C
WATER TABLE 3'-0"
C1-C C4-B
CONTROL JOINT 13'-0"
SC-1
EC-1
SC-2 CM-1
SC-1
CM-1
T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
T/ FRAMING 20'-4 1/2"
CONTROL JOINT 13'-0"
CM-1
EC-1
SC-1
SC-2
SC-1
CM-1
C4-B
T/ SLAB 0"
WATER TABLE 3'-0"
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
C1-C C1-C C1-C C4-L
CONTROL JOINT 13'-0"
EC-1
CM-1
CM-1 SC-1
SC-2
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
WATER TABLE 3'-0"
T/ SLAB 0"
C1-C C1-C C1-C C1-C C1-C
CONTROL JOINT 13'-0"
EC-1
SC-2 CM-1
CM-1
SC-1
CANOPY NOTES:
BUILDING MOUNTED CANOPIES - 8" THICK CANOPY
- KYNAR FINISH OF STRUCTURE, FASCIA, &
DECKING TO MATCH
COLUMN MOUNTED CANOPIES - 10" THICK CANOPY
- FINISH OF STRUCTURE TO BE
- FINISH OF DECKING TO BE
CP-1
CP-2
CP-1
GENERAL NOTES
1. ALL SIGNAGE PROVIDED BY OTHERS
2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION LEGEND
EXPANSION JOINT,
SEALANT COLOR TO
MATCH MORTAR COLOR
CARD READER BY
SECURITY
VENDOR - RE: ELEC
LIGHT FIXTURE -
RE: ELECTRICAL
CM-1
SC-1
SC-2
MDP -
RE: ELECTRICAL
CT CABINET -
RE: ELECTRICAL
CO2 FILL BOX -
RE: KITCHEN
PT-113
PT-113
EC-1
OIL EXTRACTION
PORT ACCESS BOX
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:13 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-301
EXTERIOR ELEVATIONS
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-301-EXTERIOR ELEVATIONS
PHX22-0187-00
22.08 P14 SE LRG
FSR
1/4" = 1'-0"
EXTERIOR ELEVATION D4
1/4" = 1'-0"
EXTERIOR ELEVATION A4
1/4" = 1'-0"
EXTERIOR ELEVATION C4
1/4" = 1'-0"
EXTERIOR ELEVATION B4
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
ATTACHED CANOPY SCHEDULE
Mark Description Count
Overall
Width
Overall
Depth
Tie Back Mounting
(Offset From Top)
Integral
Lighting
C1-C Exterior Canopy 12 6'-4" 1'-0" 0" No
C4-A Exterior Canopy 1 5'-0" 4'-0" 2'-4" Yes
C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes
C4-L Exterior Canopy 1 48'-6" 4'-0" 2'-4" Yes
Grand total 16
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
NO. DATE DESCRIPTION
CANOPY NOTES:
BUILDING MOUNTED CANOPIES - 8" THICK CANOPY
- KYNAR FINISH OF STRUCTURE, FASCIA, &
DECKING TO MATCH
COLUMN MOUNTED CANOPIES - 10" THICK CANOPY
- FINISH OF STRUCTURE TO BE
- FINISH OF DECKING TO BE
CP-1
CP-2
CP-1
GENERAL NOTES
1. ALL SIGNAGE PROVIDED BY OTHERS
2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
CONTROL JOINT 13'-0"
LEGEND
EXPANSION JOINT,
SEALANT COLOR TO
MATCH MORTAR COLOR
CARD READER BY
SECURITY
VENDOR - RE: ELEC
LIGHT FIXTURE -
SC-1 RE: ELECTRICAL
SC-2
MDP -
RE: ELECTRICAL
CT CABINET -
RE: ELECTRICAL
CO2 FILL BOX -
RE: KITCHEN
PT-113
PT-113
EC-1
OIL EXTRACTION
PORT ACCESS BOX
CM-1
WHITE
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
ATTACHED CANOPY SCHEDULE
Mark Description Count
Overall
Width
Overall
Depth
Tie Back Mounting
(Offset From Top)
Integral
Lighting
C1-C Exterior Canopy 12 6'-4" 1'-0" 0" No
C4-A Exterior Canopy 1 5'-0" 4'-0" 2'-4" Yes
C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes
C4-L Exterior Canopy 1 48'-6" 4'-0" 2'-4" Yes
Grand total 16
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
T/ SLAB 0"
C1-C C1-C
WATER TABLE 3'-0"
C1-C C4-B
CONTROL JOINT 13'-0"
CM-1
EC-1
SC-2 CM-1
SC-1
SC-2
22'-5"
23'-5"
20'-4 1/2"
22'-0 1/2"
1/4" = 1'-0"
NORTH EXTERIOR ELEVATION 4
C4-B
T/ SLAB 0"
WATER TABLE 3'-0"
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
C1-C C1-C C1-C C4-L
CONTROL JOINT 13'-0"
EC-1
CM-1
CM-1 SC-1
SC-2
23'-5"
22'-0 1/2"
20'-4 1/2"
SC-1 EC-1
4 1/4" = 1'-0"
SOUTH EXTERIOR ELEVATION 4
CANOPY NOTES:
BUILDING MOUNTED CANOPIES - 8" THICK CANOPY
- KYNAR FINISH OF STRUCTURE, FASCIA, &
DECKING TO MATCH
COLUMN MOUNTED CANOPIES - 10" THICK CANOPY
- FINISH OF STRUCTURE TO BE
- FINISH OF DECKING TO BE
CP-1
CP-2
CP-1
GENERAL NOTES
1. ALL SIGNAGE PROVIDED BY OTHERS
2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
T/ SLAB 0"
C1-C C1-C C1-C
WATER TABLE 3'-0"
C1-C C4-B
CONTROL JOINT 13'-0"
EC-1 CM-1 SC-1 CM-1
SC-1 SC-2
C1-C C1-C C1-C C4-L C4-B
T/ SLAB 0"
WATER TABLE 3'-0"
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
CONTROL JOINT 13'-0"
CM-1 EC-1 SC-1 CM-1
SC-2
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
WATER TABLE 3'-0"
T/ SLAB 0"
C1-C C1-C C1-C C1-C C1-C
CONTROL JOINT 13'-0"
EC-1
SC-2
CM-1
CM-1
SC-1
C4-A
T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
T/ FRAMING 20'-4 1/2"
CONTROL JOINT 13'-0"
CM-1 SC-1 CM-1
SC-2
EC-1
SC-1
LEGEND
EXPANSION JOINT,
SEALANT COLOR TO
MATCH MORTAR COLOR
CARD READER BY
SECURITY
VENDOR - RE: ELEC
LIGHT FIXTURE -
SC-1 RE: ELECTRICAL
SC-2
MDP -
RE: ELECTRICAL
CT CABINET -
RE: ELECTRICAL
CO2 FILL BOX -
RE: KITCHEN
PT-113
PT-113
EC-1
OIL EXTRACTION
PORT ACCESS BOX
CM-1
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4 3 2 1
B
C
D
E
A
B
C
D
E
4 3 2 1
CHICK
-FIL
-
A
BUILDING TYPE / SIZE:
RELEASE:
#
ENTITLEMENT PACKAGE
2/13/2023 10:52:20 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-302
EXTERIOR ELEVATIONS
(COLOR)
ENTITLEMENT PACKAGE
01/31/2023
J.M. / V.Z.
MORGAN HILL FSU
0518018599 SUTTER BOULEVARD MORGAN HILL, CALIFORNIA 95037 10-SE-05180-A-302-EXTERIOR ELEVATIONS (COLOR)
PHX22-0187-00
22.08 P14 SE LRG
FSR
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, AZ, 85016
P 480.767.1001
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
ATTACHED CANOPY SCHEDULE
Mark Description Count
Overall
Width
Overall
Depth
Tie Back Mounting
(Offset From Top)
Integral
Lighting
C1-C Exterior Canopy 12 6'-4" 1'-0" 0" No
C4-A Exterior Canopy 1 5'-0" 4'-0" 2'-4" Yes
C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes
C4-L Exterior Canopy 1 48'-6" 4'-0" 2'-4" Yes
Grand total 16
1/4" = 1'-0"
EXTERIOR ELEVATION D4
1/4" = 1'-0"
EXTERIOR ELEVATION C4
1/4" = 1'-0"
EXTERIOR ELEVATION B4
1/4" = 1'-0"
EXTERIOR ELEVATION A4
NO. DATE DESCRIPTION
FINISH SCHEDULE - EXTERIOR
MARK DESCRIPTION MANUFACTURER MODEL NAME
MODEL
NUMBER COLOR NOTE
CM-1 WOOD CLADDING AZEK EXTERIORS TIMBER TECH ADVANCED PVC BY AZEK; VINTAGE COLLECTION
MAHOGANY
EC-1 PARAPET WALL COPING DUROLAST /
EXCEPTIONAL METALS
MIDNIGHT
BRONZE
PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH:
SEMI-GLOSS ON DOOR FRAMES,
SATIN ON WALLS
PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350
DARK BRONZE FINISH: SEMI-GLOSS
SC-1 STUCCO STO POWERWALL SW 7566 WESTHIGHLAND
WHITE
FINISH: SAND MEDIUM
SC-2 STUCCO STO POWERWALL SW 6172 HARDWARE FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE
(MATTE)
T/ FRAMING 20'-4 1/2"
B/ CANOPY 9'-8"
WATER TABLE 3'-0"
T/ SLAB 0"
C1-C C1-C C1-C C1-C C1-C
CONTROL JOINT 13'-0"
EC-1
SC-2 SC-1
CM-1
SC-1
23'-5"
20'-4 3/4"
22'-0 1/2"
4 1/4" = 1'-0"
1/4" = 1'-0"
EAST EXTERIOR ELEVATION 4
T/ SLAB 0"
WATER TABLE 3'-0"
B/ CANOPY 9'-8"
T/ FRAMING 20'-4 1/2"
CONTROL JOINT 13'-0"
CM-1
EC-1
SC-1
SC-2
SC-1
SC-1
23'-5"
22'-5"
20'-4 3/4"
22'-0 1/2"
1/4" = 1'-0"
WEST EXTERIOR ELEVATION A4
Chick
-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
4321
BCDE
ABCDE
4321
CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
#
SD PACKAGE
8/11/2023 10:08:21 AM Autodesk Docs://CA_05180_Morgan Hill FSU_2022.10_FSR/05180_Morgan Hill FSU_ARC.rvt A-401
EXTERIOR
PERSPECTIVES
SD PACKAGE
08/11/2023
V.Z.
MORGAN HILL FSU
0518018599 SUTTER BLVD MORGAN HILL, CALIFORNIA 95037
SE-05180-A-401-EXTERIOR PERSPECTIVES
PHX22-0187-00
22.08 P14 SE LRG
FSR
2777 E. CAMELBACK RD, SUITE #325
PHOENIX, ARIZONA, 85016
P 480.767.1001
PERSPECTIVES C1 PERSPECTIVES C2
PERSPECTIVES A1 PERSPECTIVES A2
NO. DATE DESCRIPTION
ENTITLEMENT PACKAGE
SUTTER BOULEVARD MAIN ENTRY DRIVE THRU PICK-UP SERVICE ENTRY EGRESS EGRESS NO PARKING NO PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY CURBSIDE PICKUP SLOPE SLOPE STORAGE
SLOPE SLOPE RE: KITCHEN FOR SHELVING IN THIS AREA CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP C
TYPICAL
OF 9
A
A
A
A
A1
A
A
A
B
TYPICAL
OF 10
B
TYPICAL
OF 10
(E) LIGHT POLE
(E) LIGHT POLE
SITE BOUNDARY
(E) LIGHT POLE
A1
1.7 1.6
1.5 1.3
1.2 1.1
1.1 1.1
1.0 0.9
0.8 0.7
0.6 0.5
0.5 0.4
0.5 0.6
0.8 0.9
0.8 0.7
0.6 0.6
0.5 0.5
0.5 0.4
0.4 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 2.0
1.8 1.7
1.5 1.3
1.2 1.1
1.1 1.0
0.9 0.9
0.8 0.7
0.6 0.5
0.5 0.5
0.7 1.0
1.0 0.9
0.8 0.7
0.7 0.6
0.6 0.5
0.5 0.4
0.4 0.3
0.3 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
2.2 2.0
1.8 1.6
1.4 1.2
1.2 1.2
1.1 1.0
0.9 0.8
0.7 0.6
0.6 0.5
0.6 0.8
1.1 1.1
1.0 0.9
0.8 0.7
0.7 0.6
0.6 0.5
0.5 0.4
0.4 0.3
0.3 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.2 2.0
1.9 1.7
1.6 1.4
1.3 1.2
1.2 1.2
1.1 1.0
0.9 0.8
0.6 0.6
0.5 0.5
0.8 1.3
1.3 1.1
1.0 0.9
0.8 0.8
0.7 0.7
0.6 0.5
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.3 0.4
0.3 0.3
0.3 0.3
0.3 0.3
1.6 1.7
1.7 1.5
1.3 1.2
1.2 1.1
1.1 1.0
0.9 0.8
0.7 0.6
0.5 0.4
0.9 1.4
1.4 1.2
1.1 1.0
0.9 0.9
0.8 0.8
0.7 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.3 0.3
0.4 0.4
0.4 0.4
0.4 0.3
0.3 0.3
1.0 1.6
1.4 1.2
0.9 0.8
0.7 0.7
0.7 0.7
0.6 0.6
0.5 0.4
0.4 0.3
0.3 0.9
1.5 1.4
1.3 1.2
1.1 1.0
1.0 1.0
0.9 0.8
0.6 0.5
0.4 0.4
0.3 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.3
0.4 0.5
0.5 0.5
0.4 0.4
0.4 0.4
0.4 1.1
1.4 1.1
0.8 0.6
0.5 0.4
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.8 1.4
1.4 1.3
1.2 1.1
1.1 1.2
1.1 1.0
0.8 0.7
0.5 0.4
0.4 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.4 0.5
0.6 0.6
0.6 0.5
0.5 0.5
0.4 0.4
1.2 1.1
0.8 0.6
0.4 0.3
0.3 0.2
0.2 0.2
0.2 0.2
0.1 0.1
0.1 0.2
0.2 0.8
1.5 1.5
1.4 1.3
1.2 1.3
1.3 1.2
1.0 0.9
0.7 0.6
0.4 0.4
0.3 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.4
0.6 0.7
0.7 0.6
0.6 0.6
0.5 0.5
0.5 0.8
0.7 0.5
0.4 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.9 1.5
1.7 1.6
1.4 1.3
1.5 1.4
1.3 1.1
0.9 0.7
0.6 0.5
0.4 0.3
0.3 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.5 0.7
0.8 0.8
0.7 0.7
0.6 0.6
0.6 0.5
0.4 0.4
0.3 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.4 1.0
1.7 2.0
1.8 1.6
1.6 1.7
1.6 1.4
1.2 1.0
0.8 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.3 0.5
0.8 0.9
0.9 0.8
0.8 0.7
0.7 0.6
0.6 0.2
0.2 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.3 0.4
1.0 1.8
2.2 2.1
1.8 1.7
1.8 1.7
1.4 1.2
1.0 0.8
0.6 0.5
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.1
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.6 0.9
1.1 1.0
0.9 0.9
0.8 0.8
0.7 0.7
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.3 0.4
0.4 1.1
1.9 2.4
2.2 1.9
1.8 1.9
1.8 1.5
1.3 1.0
0.8 0.7
0.6 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.4 0.6
1.0 1.2
1.1 1.0
1.0 0.9
0.8 0.8
0.7 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.3
0.4 0.6
1.2 2.0
2.2 2.1
1.8 1.8
1.9 1.7
1.5 1.3
1.1 0.9
0.8 0.7
0.6 0.5
0.5 0.4
0.3 0.3
0.3 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.4
0.6 1.1
1.2 1.2
1.1 1.1
1.0 0.9
0.9 0.8
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.3 0.5
0.6 1.2
2.0 2.1
2.0 1.8
1.7 1.9
1.8 1.6
1.4 1.2
1.0 0.9
0.8 0.7
0.6 0.6
0.5 0.4
0.4 0.3
0.5 0.5
0.6 0.6
0.6 0.6
0.5 0.4
0.4 0.3
0.3 0.2
0.2 0.2
0.2 0.2
0.2 0.3
0.4 0.7
1.1 1.3
1.2 1.2
1.1 1.0
1.0 1.0
0.9 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.3
0.5 0.7
1.3 2.0
2.0 2.0
1.9 1.9
2.1 2.2
2.2 2.2
2.1 1.9
1.8 1.8
1.7 1.6
1.6 1.5
1.4 1.3
1.3 1.2
1.2 1.2
1.1 1.1
1.0 0.8
0.7 0.6
0.5 0.4
0.3 0.3
0.2 0.2
0.2 0.3
0.3 0.4
0.7 1.1
1.3 1.2
1.2 1.1
1.1 1.1
1.1 1.0
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.4 0.7
0.8 1.4
2.1 2.1
2.1 2.1
2.2 2.3
2.5 2.6
2.5 2.3
2.2 2.2
2.3 2.3
2.4 2.1
2.0 1.7
1.7 1.7
1.8 1.8
1.9 2.0
1.9 1.7
1.4 1.1
0.8 0.7
0.5 0.4
0.3 0.3
0.3 0.3
0.3 0.4
0.6 0.8
1.2 1.3
1.3 1.3
1.2 1.2
1.2 1.2
1.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.3 0.5
0.8 1.0
1.6 2.2
2.2 2.2
2.2 2.2
2.3 2.4
2.4 2.4
2.2 2.2
2.3 2.4
2.6 2.6
2.3 2.1
1.8 1.7
1.8 2.0
2.3 2.8
3.5 3.7
3.3 2.4
1.7 1.2
0.9 0.7
0.5 0.4
0.4 0.4
0.4 0.4
0.6 0.7
1.0 1.4
1.5 1.5
1.4 1.3
1.3 1.3
1.3 1.2
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.3
0.5 0.9
1.1 1.6
2.2 2.3
2.2 2.2
2.1 2.2
2.2 2.3
2.2 2.2
2.1 2.1
2.2 2.3
2.3 2.1
1.9 1.8
1.8 2.0
2.4 3.3
5.1 8.4
10.4 8.0
4.7 2.9
1.9 1.3
0.9 0.7
0.6 0.5
0.4 0.5
0.6 0.7
1.0 1.3
1.6 1.7
1.7 1.6
1.4 1.4
1.5 1.5
1.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.3 0.6
1.1 1.3
1.7 2.2
2.2 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.0 2.0
1.9 2.0
2.1 2.1
1.9 1.7
1.7 1.9
2.3 3.3
5.4 10.1
19.9 19.7
10.1 5.3
3.0 2.0
1.3 0.9
0.7 0.6
0.5 0.5
0.7 1.0
1.3 1.6
1.8 1.8
1.9 1.8
1.6 1.5
1.7 1.6
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.3 0.7
1.2 1.4
1.7 2.1
2.2 2.1
2.0 2.0
2.0 2.0
2.0 2.0
1.9 1.9
1.9 2.1
2.2 2.1
2.1 1.9
1.8 2.0
2.8 5.0
10.4 19.8
21.1 10.9
5.5 3.2
2.0 1.3
0.9 0.7
0.6 0.6
0.9 1.2
1.1 1.3
1.8 1.9
2.1 2.0
1.7 1.6
1.8 1.7
1.5 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.2 0.9
1.4 1.6
1.7 2.1
2.1 2.0
2.0 2.0
2.0 1.9
1.9 1.9
1.9 2.0
2.0 2.1
2.2 7.5
19.2 21.4
10.7 5.6
3.2 2.0
1.3 0.9
0.7 0.7
0.9 1.3
1.2 1.2
1.5 2.0
2.2 2.1
1.8 1.6
1.8 1.7
1.5 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.2 0.9
1.5 1.6
1.7 2.0
2.1 2.0
2.0 2.0
1.9 1.9
1.8 1.8
1.9 1.9
1.9 2.0
22.0 11.1
5.6 3.1
1.9 1.2
0.9 0.8
0.9 1.2
1.5 1.7
1.8 1.9
2.0 1.9
1.7 1.6
1.8 1.7
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.9
1.5 1.6
1.7 1.9
2.0 2.0
2.1 2.0
1.9 1.9
1.8 1.8
1.8 1.8
1.8 21.5
11.0 5.4
2.9 1.7
1.1 0.9
0.8 1.0
1.2 1.5
1.7 1.8
1.8 1.7
1.5 1.5
1.6 1.6
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.9
1.6 1.7
1.8 1.9
2.0 2.1
2.1 2.0
1.9 1.8
1.8 1.7
1.7 1.6
22.1 10.5
5.0 2.5
1.4 1.0
0.8 0.8
0.9 1.2
1.5 1.6
1.6 1.5
1.4 1.3
1.4 1.4
1.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.2
0.3 1.1
1.7 1.9
1.9 1.9
2.0 2.2
2.2 2.1
1.9 1.8
1.7 1.6
1.5 1.5
20.5 9.4
3.7 1.8
1.1 0.8
0.7 0.7
1.0 1.3
1.4 1.4
1.4 1.3
1.2 1.3
1.3 1.2
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.4
1.1 1.9
2.1 2.1
2.0 2.1
2.3 2.3
2.1 2.0
1.8 1.7
1.6 1.5
1.4 14.1
4.7 2.0
1.1 0.8
0.6 0.6
0.9 1.2
1.3 1.3
1.2 1.2
1.1 1.1
1.1 1.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.4
1.2 2.0
2.4 2.3
2.1 2.2
2.4 2.4
2.2 2.0
1.9 1.7
1.6 1.5
1.4 12.5
4.5 2.0
1.1 0.7
0.5 0.5
0.8 1.2
1.3 1.2
1.2 1.1
1.1 1.1
1.0 1.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.4
1.2 2.0
2.5 2.3
2.2 2.2
2.4 2.4
2.3 2.2
2.1 2.0
1.9 1.8
1.6 14.7
7.2 3.4
1.8 1.0
0.6 0.4
0.5 0.7
1.1 1.3
1.2 1.2
1.1 1.0
1.0 0.9
0.9 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.3
0.4 1.2
1.9 2.2
2.1 2.0
2.1 2.4
2.4 2.5
2.7 2.9
2.9 2.9
2.7 2.4
14.9 7.2
4.0 2.4
1.6 0.9
0.6 0.4
0.5 0.7
1.1 1.3
1.2 1.1
1.0 1.0
0.9 0.8
0.8 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.3
0.3 1.1
1.8 2.0
2.0 1.8
2.0 2.3
2.5 3.0
3.8 5.3
6.1 5.9
5.8 5.1
10.1 6.7
3.9 2.6
2.0 1.4
0.8 0.5
0.4 0.5
0.7 1.0
1.2 1.1
1.0 0.9
0.9 0.8
0.8 0.7
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.3
1.0 1.7
1.8 1.9
1.8 1.9
2.3 2.7
3.9 6.9
12.9 16.3
15.0 15.7
14.2 3.8
3.2 2.4
1.9 1.7
1.4 0.8
0.4 0.3
0.4 0.7
0.9 1.1
1.0 0.9
0.8 0.8
0.7 0.7
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.3 1.0
1.7 1.8
1.8 1.8
1.9 2.2
3.0 5.0
11.8 3.2
2.1 1.9
1.7 1.6
1.5 0.8
0.3 0.3
0.4 0.6
0.8 0.9
0.9 0.8
0.7 0.7
0.7 0.6
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.3 1.1
1.8 1.9
1.9 1.9
2.0 2.3
3.2 5.7
14.2 1.8
1.6 1.6
1.6 1.6
1.5 0.8
0.3 0.3
0.3 0.5
0.7 0.8
0.8 0.7
0.6 0.6
0.6 0.6
0.5 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.2 0.3
1.0 1.8
1.9 1.9
1.9 2.0
2.3 3.2
6.0 15.0
1.5 1.5
1.5 1.5
1.5 1.5
0.7 0.3
0.2 0.3
0.5 0.6
0.7 0.7
0.6 0.6
0.5 0.5
0.5 0.5
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.4 1.0
1.7 1.9
1.9 1.9
2.0 2.3
3.3 6.1
15.0 1.5
1.4 1.4
1.5 1.5
1.5 0.7
0.2 0.2
0.3 0.4
0.5 0.6
0.6 0.6
0.5 0.5
0.4 0.4
0.4 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.4
0.9 1.7
1.9 1.8
1.8 2.0
2.3 3.3
6.1 14.4
1.7 1.4
1.5 1.7
1.7 1.6
0.8 0.3
0.2 0.3
0.3 0.4
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.4
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.4 0.9
1.6 1.9
1.8 1.8
1.9 2.3
3.3 6.1
14.9 2.9
1.5 1.6
1.8 1.9
1.7 0.8
0.3 0.3
0.3 0.3
0.3 0.4
0.4 0.4
0.4 0.4
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.3
0.9 1.6
1.9 1.8
1.8 1.9
2.3 3.3
6.0 14.2
1.9 1.7
1.8 2.0
2.1 1.7
0.8 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.3 0.9
1.7 1.9
1.8 1.9
2.0 2.3
3.3 6.0
14.5 1.8
1.7 1.8
2.1 2.2
1.8 0.6
0.3 0.3
0.3 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.9 1.7
1.9 1.9
1.9 1.9
2.3 3.2
6.0 14.9
1.8 1.6
1.7 1.9
2.0 1.7
0.7 0.4
0.3 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.8
1.7 1.8
1.8 1.8
1.9 2.3
3.2 5.8
14.4 3.3
1.4 1.5
1.8 1.8
1.6 0.7
0.3 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.2 0.2
0.7 1.7
1.7 1.8
1.8 1.9
2.3 3.1
5.4 13.1
1.9 1.4
1.5 1.6
1.6 1.6
0.7 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.3 0.7
1.7 1.8
1.9 1.8
1.9 2.3
2.9 4.4
8.9 1.6
1.5 1.5
1.6 1.5
1.5 0.7
0.2 0.2
0.2 0.1
0.1 0.1
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.7 1.8
2.0 2.0
1.9 1.9
2.3 2.7
3.4 4.9
7.7 9.4
9.0 9.3
8.5 5.6
1.6 1.6
1.6 1.6
1.6 0.8
0.2 0.2
0.2 0.1
0.1 0.1
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.3 0.4
0.7 1.8
2.2 2.2
2.0 2.1
2.4 2.6
2.8 3.3
3.9 4.2
4.4 4.3
4.0 3.4
2.4 2.3
2.4 2.5
2.7 2.5
2.4 2.1
2.0 1.9
2.0 2.1
2.1 2.0
1.9 1.8
1.7 1.7
1.7 1.7
1.7 1.6
0.8 0.2
0.2 0.1
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.2
0.3 0.6
1.8 2.4
2.4 2.1
2.2 2.4
2.5 2.5
2.5 2.6
2.6 2.7
2.6 2.6
2.4 2.1
2.1 2.3
2.5 2.8
2.6 2.3
2.1 1.9
1.9 1.9
2.0 1.9
1.9 1.8
1.7 1.7
1.7 1.7
1.7 1.7
1.5 0.8
0.2 0.2
0.1 0.1
0.1 0.1
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.2 0.3
0.7 1.8
2.2 2.2
2.1 2.0
2.3 2.3
2.2 2.1
2.1 2.0
2.0 2.0
2.0 2.0
1.9 1.9
2.0 2.2
2.4 2.3
2.1 1.9
1.9 1.9
1.9 1.9
1.8 1.7
1.6 1.6
1.6 1.6
1.6 1.6
1.6 1.4
0.7 0.3
0.2 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.3 0.7
1.7 2.0
2.0 1.8
1.8 2.1
2.1 2.0
1.9 1.9
1.8 1.7
1.7 1.8
1.8 1.7
1.8 1.9
2.1 2.2
2.2 2.0
1.9 1.8
1.8 1.8
1.8 1.7
1.6 1.6
1.5 1.5
1.5 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.7 1.7
1.8 1.8
1.7 1.6
1.8 1.9
1.9 1.8
1.7 1.7
1.6 1.6
1.6 1.6
1.6 1.7
1.9 2.1
2.3 2.3
2.4 2.2
2.0 1.9
1.8 1.7
1.7 1.6
1.6 1.5
1.5 1.4
1.5 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.2 0.2
0.2 0.3
0.3 0.3
0.3 0.2
0.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.2
0.6 1.6
1.7 1.7
1.6 1.6
1.7 1.8
1.8 1.7
1.6 1.6
1.5 1.5
1.5 1.5
1.6 1.7
1.8 1.9
2.0 2.1
2.1 2.1
2.0 1.9
1.8 1.7
1.6 1.5
1.5 1.5
1.4 1.4
1.4 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.2 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.7 1.6
1.7 1.7
1.6 1.6
1.6 1.7
1.7 1.6
1.5 1.5
1.4 1.4
1.4 1.4
1.5 1.6
1.7 1.7
1.8 1.8
1.8 1.8
1.8 1.8
1.7 1.6
1.5 1.5
1.5 1.4
1.4 1.4
1.4 1.5
1.5 1.6
1.3 0.7
0.4 0.2
0.2 0.2
0.3 0.3
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.8 1.7
1.8 1.7
1.6 1.6
1.5 1.5
1.5 1.5
1.5 1.4
1.4 1.3
1.3 1.4
1.4 1.5
1.5 1.5
1.5 1.6
1.6 1.6
1.6 1.6
1.6 1.6
1.5 1.5
1.5 1.4
1.4 1.4
1.5 1.5
1.6 1.6
1.4 0.8
0.3 0.2
0.2 0.3
0.3 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.3 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.8 1.6
1.8 1.7
1.6 1.5
1.5 1.4
1.4 1.4
1.4 1.4
1.3 1.3
1.3 1.3
1.3 1.3
1.3 1.3
1.3 1.3
1.4 1.4
1.4 1.4
1.5 1.5
1.5 1.5
1.5 1.5
1.5 1.5
1.5 1.6
1.6 1.7
1.5 0.8
0.3 0.2
0.2 0.3
0.4 0.5
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.3
0.8 1.5
1.7 1.6
1.6 1.5
1.4 1.4
1.3 1.3
1.3 1.3
1.3 1.2
1.2 1.2
1.2 1.1
1.1 1.1
1.1 1.1
1.1 1.2
1.2 1.3
1.3 1.3
1.4 1.5
1.5 1.5
1.5 1.5
1.5 1.6
1.6 1.7
1.6 0.8
0.3 0.2
0.2 0.3
0.5 0.6
0.6 0.6
0.5 0.5
0.5 0.5
0.4 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.3 0.8
1.5 1.7
1.6 1.5
1.4 1.4
1.3 1.3
1.3 1.3
1.2 1.2
1.2 1.1
1.1 1.0
1.0 1.0
0.9 0.9
0.9 0.9
1.0 1.0
1.1 1.1
1.2 1.3
1.4 1.5
1.6 1.6
1.5 1.5
1.6 1.6
1.6 1.6
0.8 0.3
0.2 0.2
0.4 0.5
0.7 0.7
0.7 0.6
0.6 0.5
0.5 0.5
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.4
0.8 1.5
1.7 1.6
1.5 1.4
1.3 1.3
1.3 1.2
1.2 1.2
1.1 1.1
1.0 1.0
0.9 0.9
0.8 0.8
0.7 0.7
0.8 0.8
0.9 0.9
1.0 1.1
1.2 1.4
1.5 1.6
1.6 1.6
1.5 1.5
1.6 1.6
1.6 0.7
0.3 0.3
0.3 0.4
0.6 0.8
0.8 0.8
0.7 0.7
0.6 0.6
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.4 0.8
1.5 1.7
1.6 1.5
1.4 1.3
1.3 1.2
1.2 1.2
1.1 1.1
1.0 1.0
0.9 0.8
0.8 0.7
0.7 0.6
0.6 0.7
0.7 0.7
0.8 0.9
1.0 1.1
1.3 1.5
1.6 1.7
1.6 1.5
1.6 1.7
1.7 1.6
0.8 0.3
0.3 0.3
0.4 0.7
0.9 0.9
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0.1 0.3
0.8 1.5
1.7 1.6
1.5 1.4
1.3 1.3
1.3 1.2
1.2 1.1
1.0 1.0
0.9 0.8
0.7 0.7
0.6 0.6
0.6 0.6
0.6 0.6
0.7 0.7
0.8 0.9
1.1 1.2
1.4 1.6
1.7 1.8
1.6 1.7
1.9 1.9
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1.1 1.0
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1.6 1.7
1.6 1.5
1.4 1.4
1.3 1.3
1.2 1.2
1.1 1.0
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1.2 1.4
1.6 1.8
1.9 1.8
1.8 2.0
2.1 1.8
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1.1 1.0
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0.9 1.1
1.3 1.6
1.8 1.9
1.8 1.9
2.2 2.3
1.9 0.7
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1.5 1.8
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1.8 2.1
2.2 1.8
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1.5 1.7
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1.9 1.7
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1.8 1.8
1.8 1.7
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1.9 1.7
1.7 1.7
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1.9 2.1
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1.6 1.6
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1.6 1.6
1.6 1.5
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1.2 1.2
1.2 1.3
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1.5 1.5
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1.1 1.1
1.1 1.1
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40.3 43.2
47.2 33.4
29.4 40.6
43.9 42.6
43.2 42.9
34.8 31.2
45.5 43.6
41.2 45.4
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42.7 46.2
34.8 32.3
43.4 43.3
42.0 44.5
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30.8 44.3
45.1 40.2
40.9 40.6
31.2 39.9
42.0 35.3
26.0 28.6
38.0 26.3
18.2 30.9
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37.0 39.9
39.2 43.4
39.0 41.2
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42.6 41.2
37.5 39.2
37.8 44.6
38.6 41.6
40.5 42.1
37.3 39.6
38.4 40.7
36.8 39.0
37.4 46.3
39.4 42.6
41.8 42.0
38.1 39.9
38.5 43.4
35.8 39.4
39.2 27.2
24.5 26.0
24.8 0.4
26.0 32.8 33.9 34.2 31.4 33.9 31.4 32.1 34.1 32.4 30.7 18.9
13.5 17.5 18.6 18.8 18.0 18.5 17.8 17.8 18.7 18.1 16.7 11.7
2.1 2.1
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1.9 1.9
1.8 1.9
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1.7 1.7
1.6 1.6
1.6 1.7
1.9 2.4
3.7 7.6
16.4 1.5
1.5 1.4
1.4 1.4
1.5 1.6
1.9 2.7
4.4 8.4
17.4 1.3
1.3 1.2
1.2 1.2
1.3 1.4
1.6 2.0
2.9 4.7
8.6 17.1
1.2 1.1
1.1 1.0
1.0 1.1
1.2 1.3
1.6 2.0
3.0 4.8
8.8 17.4
1.3 1.1
1.0 1.0
0.9 1.0
1.1 1.7
1.3 1.6
2.1 3.0
5.7 8.5
17.1 1.5
1.2 1.1
1.0 0.9
0.9 8.1
24.5 1.2
1.3 1.6
6.6 48.7
4.9 8.3
16.0 2.1
1.5 4.4
8.8 0.9
0.8 13.8
3.4 5.4
6.4 6.6
4.3 9.7
10.2 10.7
1.7 11.3
1.5 11.0
1.6 11.0
8.3 11.1
5.1 1.8 1.8 3.9 12.0
64.4 5.7
2.0 1.6
1.6 11.0
12.9 1.3
1.1 1.2
5.0 48.8
2.0 1.6
1.9 1.8
5.5 3.2
3.9 2.3
2.3 2.4
2.2 2.3
2.1 1.8
1.6 1.6
1.8 2.2
1.9 1.9
1.9 1.7
3.7 2.8
2.1 2.1
2.0 1.9
1.8 2.6
2.3 2.1
2.0 1.9
1.8 EP1.0
SITE PHOTOMETRIC PLAN
SITE PHOTOMETRIC PLAN 1
SCALE
1/16" = 1'-0"
1 D:\Acies Engineering\ACIES Project\Chick-Fil-A\Morgan Hill\Electrical\221475_E1.1.dwg Sheet No: EP1.0 Saved by: anjo - Thursday, March 09, 2023 7:06 AM Printed by: Anjo Santos - March 9, 2023 7:07 AM Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
B
C
D
A
B
C
D
1 FSR# 0000 CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE:
4 3 2
4 3 2 1 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037
4683 Chabot Drive, Ste 300
Pleasanton, CA 94588
P 925.244.9620
F 925.244.9621
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Canopy 1 38.2 fc 47.2 fc 24.5 fc 1.9:1 1.6:1
Canopy 2 37.4 fc 47.2 fc 16.2 fc 2.9:1 2.3:1
Parking/Driveway 2.0 fc 22.1 fc 0.5 fc 44.2:1 4.0:1
SUTTER BOULEVARD MAIN ENTRY DRIVE THRU PICK-UP SERVICE ENTRY EGRESS EGRESS NO PARKING NO PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY CURBSIDE PICKUP SLOPE SLOPE STORAGE
SLOPE SLOPE RE: KITCHEN FOR SHELVING IN THIS AREA CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP CURBSIDE PICKUP C
TYPICAL
OF 9 A A A A
A1 A A A B
TYPICAL
OF 10 B
TYPICAL
OF 10
(E) LIGHT POLE
(E) LIGHT POLE
SITE BOUNDARY
(E) LIGHT POLE
A1
ES1.0
EXTRERIOR LIGHTING PLAN
EXTRERIOR LIGHTING PLAN 1
SCALE
1/16" = 1'-0" 1 D:\Acies Engineering\ACIES Project\Chick-Fil-A\Morgan Hill\Electrical\221475_E1.1.dwg Sheet No: ES1.0 Saved by: anjo - Thursday, March 09, 2023 7:06 AM Printed by: Anjo Santos - March 9, 2023 7:07 AM Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE ABCD ABCD 1
FSR# 0000 CHICK-FIL-A
BUILDING TYPE / SIZE:
RELEASE: 4 3 2 4 3 2 1 18599 SUTTER BOULEVARD MORGAN HILL, CA 95037 4683 Chabot Drive, Ste 300
Pleasanton, CA 94588
P 925.244.9620
F 925.244.9621
SCHEDULE
SYMBOL TAG QTY MANUFACTURER CATALOG NUMBER DESCRIPTION FILE NAME (QTY)LAMP LUMENS LLF WATTS DISTRIBUTION MOUNTING HEIGHT
A1 2 COOPER LIGHTING PRV-PA2A-730-U-T4W
PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70
CRI, 3000K, 720mA LIGHT ENGINES WITH 24 LEDS
AND TYPE IV WIDE OPTICS
PRV-PA2A-730-U-T4W.ies 1 14,170 0.9 113.0 BUG RATING : B3-U0-G3 25 FT A 7 COOPER LIGHTING PRV-PA2A-730-U-T4W-HSS PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70
CRI, 3000K, 720mA LIGHT ENGINES WITH 24 LEDS
AND TYPE IV WIDE OPTICS WITH HOUSE SIDE
SHIELD
PRV-PA2A-730-U-T4W-HSS.ies 1 10,262 0.9 113.0 BUG RATING : B1-U0-G3 25 FT B 20 DECO LIGHTING D533R-PRO-55-30-U-5-W-M LED CANOPY LUMINAIRE, 3000K, 80 CRI 1 7910 0.9 55 RECESS C 9
PROGRESS
LIGHTING P5675-31
5" UP/DOWN CYLINDER WITH HEAVY DUTY
ALUMINUM CONSTRUCTION, WET LISTED, WITH
TWO GENERAL ELECTRIC RETROFIT LAMPS
#LED12P30RW83025 2 0.9 24 BUG RATING : B1-U0-G1 8 FT
SUTTER BOULEVARD
COCHRANE ROAD
P14 SE LRG
74 SEATS
GROSS: 5,028 SF
NO
PARKING
NO
PARKING
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
CURBSIDE
PICKUP
L1.0
PLANTING PLAN
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT # PRINTED FOR: REVIEWDATE
SHEETSHEET NUMBER
DRAWN BYREVISION SCHEDULE
A
4 3
2 1
B
C
D
E
A
B
C
D
E
4 3
2 1
CHICK-FIL-A
BUILDING TYPE / SIZE:RELEASE:
PERMIT
PROJECT STATUS
8-8-2023
#05180
COCHRANE ROAD AND SUTTER BLVD.
MORGAN HILL, CALIFORNIA 95037
21.11 P14 SE LRG
NO. DATE DESCRIPTION
hourian associates,
landscape architecture + design
san clemente | santa barbara, california
inc.
o: 949.489.5623 f: 858.810.0335
NH/mdm
FSR
Renewal Date
Signature
Date
#3934
ROBERT
A. GARCIA
L I CENSED
LAND
S
CAPE
ARCHI TECT
5/31/24
STATE
O
F
C
A
LIFOR N
8/8/2023
IA
Aerial Image with Photo Index
Image 1: Looking due south from the intersection of Cochrane Rd and Sutter Blvd.
Image 2: Looking West (slightly northwest) from standing in Sutter Blvd.
Image 3: Eastern property line from NB Sutter Blvd
Image 4: Looking Northwest at the entrance to the parking lot from the drive access off Sutter Blvd.
Image 5: Looking down the western property line.
Image 6: Looking south from Cochrane Rd Eastbound.
Image 7: Looking at the western property line from Cochrane Rd.
Image 8: View looking south from the bus stop on Cochrane Rd West bound
From: Rich Buikema
To: Jenna Luna
Cc: Jennifer Carman
Subject: FW: [EXTERNAL] FW: Issues with Chick-fil-A project Date: Monday, August 21, 2023 2:00:13 PM
Additional email for packet.
From: Joanne Conca
Sent: Tuesday, June 20, 2023 5:28 PM
To: 'Rich Buikema' <[email protected]>
Cc: 'David Conca'
Subject: RE: Issues with Chick-fil-A project
Hi Rich,
Thank you again for sharing this with us. I understand the City is not taking a position on what is a dispute between the two property owners regarding the use of the easement.
However, I think I should state for the record, I do not agree with the statement from Miller Starr Regalia in the memorandum in section D. I did not sign an estoppel certificate intending to represent that any kind of future use, such as the use by Chick-fil-A, would be consistent with grant of easement. I was signing that estoppel certificate confirming what I knew about the existence of the easement agreement and amendments and any amounts owed. There was no explicit statement in the estoppel certificate indicating that I was agreeing that a certain usage, such a restaurant with a drive through, was consistent with the easement agreement.
Elizabeth Satterthwaite, an attorney representing BAT Limited Partnership, contacted me in October requesting that I sign the estoppel certificate; and she made no indication that I needed to have information about the plans for the project before signing the estoppel certificate. When I asked her for plans or for a contact person familiar with the project, she responded by asking that I sign and send the estoppel certificate while she tried to obtain the plans to send to me. She insisted that I needed to sign the estoppel certificate right away and gave me the impression that the Chick-Fil-A plans were not necessary for me to agree to what was in the estoppel certificate anyway. When I mailed the estoppel certificate to Chick-FilA’s legal department, I included a cover letter that expressed that I had concerns about their project, in particular regarding ingress and egress to the lot. I also asked that someone from Chick-Fil-A contact me. (I received no response from that letter.) Additionally, I asked Elizabeth Satterthwaite to provide me with a contact person from Chick-Fil-A, as well. I eventually received a name but I never received the contact information, which I requested more than once. As you can see, I made an effort to reach out to Chick-Fil-A with my concerns.
Thank you,
Joanne Conca
Item # 4
AGENDA DATE: 09/26/2023
SUPPLEMENTAL # 1
From: Rich Buikema <[email protected]>
Sent: Friday, June 16, 2023 2:33 PM
To: Joanne Conca <
Cc: David Conca
Subject: RE: Issues with Chick-fil-A project
Hello JoanneAttached for your information is a Memorandum to the City of Morgan Hill from the attorney representing Chick-fil-A in response to the concerns raised in your email to the City below.
The City is not taking a position on what is a legal dispute between the two property owners regarding the use of the easement. The pending Conditional Use Permit and Design Permit applications have not been scheduled for a Planning Commission hearing as we are awaiting the completion of the CEQA initial study and related technical reports.
Let me know if you have any
questions. Thanks
Rich Buikema
City of Morgan Hill
From: Joanne Conca
Sent: Thursday, February 9, 2023 2:12 PM
To: Rich Buikema <[email protected]>
Cc: David Conca
Subject: RE: Issues with Chick-fil-A project
Hi Rich,
Thank you for taking the time to talk with my husband, David Conca, a couple weeks ago about the review process for the proposed Chick-fil-A project at 18599 Sutter Blvd. (“subject property”). We are the owners of the office property at 18525 Sutter Blvd. which is adjacent to the subject property and directly Southeast of it.
We ask that the City of Morgan Hill not permit the conditional use permit of the subject property that would allow a drive-through. Please share our concerns about this project with the city planners and those reviewing the proposal.
1. Our property shares a driveway with the subject property to enter and exit both of our properties from Sutter Blvd. Currently there is often a long wait to turn left onto Sutter Blvd. while exiting our property in order to yield to street traffic and other vehicles and pedestrians exiting the Cochrane Plaza driveway across the street. If there is a business
with a busy drive-through on the subject property, we’re concerned that traffic will back up on our driveway from two sources: 1) increased number of cars waiting to turn left onto Sutter Blvd. and 2) the potential overflow of the drive-though queue which would overflow into the driveway.
2. We’re concerned that a significant amount of Chick-Fil-A traffic will enter our property from Jarvis Dr. and cut across our parking lot in order to access the subject property and avoid a stop sign at Jarvis and Sutter. We do have another entrance onto our property from Jarvis Dr; and we have found that many vehicles driving from Butterfield Blvd. via Jarvis Dr. cut across our property using our Jarvis entrance to avoid the stop sign at Jarvis Dr. and Sutter Blvd. to get to Cochrane Rd. We also see vehicles cut across our lot using the reverse route from Sutter Blvd. to Jarvis Dr. as a short cut. We see this happen daily. It is the path of least resistance where vehicles can avoid a stop sign and avoid speed bumps on the neighboring property.
3. Currently ingress and egress access to the subject property is solely through an easement. There is a reciprocal easement agreement with our property, and the property to the West of our two properties. Under the “Grant of Reciprocal Easements” originally recorded on Jun 16, 1989 and subsequently amended on two occasions, “The Access Easement may be used only for pedestrian and vehicular traffic of the type and quantity reasonably necessary for the development and operation of retail/commercial center as contemplated by the parties’ common plan. No increase in the burden created by the Access Easement or change in the use of the Access Easement may be made without the written approval of the owner of the burdened parcel.” Adding another driveway to the subject property on Cochrane Rd. may help ease the burden; but we would expect that there would still be significantly more traffic using the existing driveway than any traffic ever anticipated with the current use of the property as a sitdown restaurant.
4. The site plan seems to indicate that if there is an overflow of customers in the queue for the drive-through, then the overflow of vehicles will back into our driveway and onto our property and cause a traffic situation on our property. We believe that such a situation reduces the quiet enjoyment of our own property and the rights to ingress and egress through our own driveway. It directly impacts those people that work in our building and their medical patients and customers that need a safe parking lot to park and walk.
5. Our property’s parking lot also experiences pedestrian traffic from the nearby office buildings especially at lunchtime on business days; and again we’re concerned about safety issues that will arise if vehicle traffic increases through our parking lot.
Thanks for listening to our concerns. Please keep us posted on any developments.
All the best,
Joanne Conca
From: Rich Buikema <[email protected]>
Sent: Thursday, January 19, 2023 11:49 AM
To: David C Conca < >
Subject: RE: Issues with Chick-fil-A project
Thanks David – The project is early in the review process and you will receive notification of any public hearings on the project. As discussed, below is a summary of the Scope of the Traffic Study that will be conducted for the project by Hexagon Transportation Consultants.
Let us know if you have any questions or concerns.
Rich Buikema
City of Morgan Hill
---------------------------------------------------------------------------------------------------------------------------- -------------------------------
The following specific tasks will be undertaken for the traffic operations analysis and incorporated into a full traffic study,
1. Site Reconnaissance and Existing Observations. The physical characteristics of the site and the surrounding
roadway network will be reviewed to identify existing roadway cross-sections, intersection lane configurations, traffic
control devices and surrounding land uses. Existing traffic conditions will be observed in the field to identify
any operational deficiencies and to confirm the accuracy of calculated levels of service.
2. Proposed Project Traffic Projections. Estimates of peak hour trips will be developed based on trip data of other
comparable Chick Fil A restaurants to be provided by the applicant. For comparison purposes, peak hour trips for the
project also will be estimated using the appropriate vehicular trip generation rates from the Institute of
Transportation Engineers (ITE) Trip Generation manual. The directional distribution of sitegenerated traffic will be forecast based on existing travel patterns, relative locations of complementary land uses in the area and
information from previous traffic studies conducted for developments in the area. The sitegenerated traffic will be added to the roadway network based on the directions of approach and departure discussed above.
3. Evaluation of Intersection Levels of Service. Intersection level of service calculations for the existing, existing plus
project and cumulative (The year 2030) conditions will be performed for the following eight intersections:
1. Cochrane Road and Monterey Road
2. Cochrane Road and Butterfield Boulevard
3. Cochrane Road and Sutter Boulevard
4. Cochrane Road and Woodview Avenue/Evergreen Village
5. Cochrane Road and Madrone Boulevard
6. Cochrane Road and US 101 Southbound Ramps
7. Cochrane Road and US 101 Northbound Ramps
8. Sutter Boulevard and Project Entrance (unsignalized) The purpose of the level of service analysis is to identify the current operating conditions of the intersections and
evaluate whether the proposed project may have an adverse impact on intersection operations. Existing weekday
AM and PM peak-hour traffic volumes at the study intersections will be obtained, where available, from recent traffic
studies conducted in the area. New manual peak-hour turning movement counts will not be conducted due to the
effect of the current COVID-19 pandemic on traffic patterns.
5. Site Access Analysis. A site access and circulation review will be conducted to determine the adequacy of the
proposed site plan in accordance with generally accepted traffic engineering standards. This will include a
quantitative analysis of the anticipated traffic volumes at the proposed site driveways along Cochrane Road and
Sutter Boulevard, as well as a qualitative analysis of the proposed site circulation and parking layout. The review will
be based on the site’s overall anticipated trip generation and consider the following: sight distance, vehicle queuing,
traffic control requirements, driveway location and alignment, and truck access and circulation.
6. On-Site Circulation and Drive-Through Operations Review. Vehicular queuing and service rate data at other
comparable Chick Fil A drive-throughs will be provided by the applicant. The drive-through data will be used to
determine the maximum projected queue length for the proposed site and compared with the
UP2022-0007/SR2022-0024
SUTTER-CHICK-FIL-A
Item # 4
AGENDA DATE: 09/26/2023
SUPPLEMENTAL # 2
Conditional Use Permit – UP2022-0007
Proposed Drive-through Use at this location
Design Permit – SR2022-0024
Proposed Site Plan and Building Design
Concurrent Processing
1
Project Site
2 Project Site
• 1.83 Acres
• S/W corner of Cochrane
Road and Sutter Blvd
• Existing 6,900 sq. ft
restaurant building
• No direct street access
• Adjacent to Evergreen
Village
• Opposite Cochrane
Plaza (Walmart) on
Sutter Blvd.
Existing Restaurant to be
Demolished
Project Site
3 • Landscape and
Public Service
Easement o 40’ on Cochrane
Frontage
o 20’ on Sutter
Blvd
• Site Access
through Easement
Proposed Site Plan
4 • 112 ‘ Setback on Cochrane Road
• 75’ Setback on Sutter Blvd
• 2 Drive-through lanes, 48 car
capacity
• New entry driveway from Cochrane
Road
• Site Accessed through Easement
• 5,028 Square Foot Building
Canopy
• 46 Parking Stalls
• Sidewalk connecting to Evergreen
Village
Proposed Landscape Plan
5
Proposed Floor Plan
6 DINING
KITCHEN
Morgan Hill Ranch Business Park PUD
Permitted Uses of the CG General Commercial District (as amended)
• Drive-through uses require a Conditional Use Permit
Development Standards Non-Manufacturing Business
Designation of PUD
• Required Setbacks
o 40-foot setback on Cochrane Road
o 30-foot setback from Sutter Blvd
• Parking Requirement
o 1 stall per 60 square feet of public accommodation (+ 1/250 of remaining gross floor area) = 46 stalls required
Zoning
7
Zoning Conformance
8 Development Standards Non-Manufacturing Business Designation of PUD
Proposed Building Design
9 Cochrane Road Elevation
Proposed Building Design
10 Parking Lot Elevation
Proposed Building Design
11 Sutter Blvd. Elevation
Proposed Building Design
12 Interior Elevation
Proposed Median Closure
13
An Initial Study was prepared that supports a determination that the proposed project qualifies for an exemption under CEQA Guidelines Section 15332, Class 32 for infill developments that meet the following criteria:
1. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.
2. The proposed development is within the city limits on a project site of no more than five acres substantially surrounded by urban uses.
3. The project site has no value as habitat for endangered, rare, or threatened species.
4. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
5. The site can be adequately served by all required utilities and public services.
CEQA Exemption
14
Conditional Use Permit
▪ The proposed use is allowed in the applicable district. ▪ The proposed use is consistent with the General Plan, Zoning Code, and any applicable specific plan or area
plan adopted by the City Council.
▪ The site is suitable and adequate for the proposed use. ▪ The location size, design, and operating characteristics of the proposed use will be compatible with the existing and future land uses in the vicinity of the property.
Findings
15
Conditional Use Permit
▪ The proposed use will not be detrimental to the public health, safety, and welfare.
▪ The proposed use would not have a substantial adverse effect on traffic circulation and on the planned capacity of the street system.
▪ The proposed use is properly located within the city and adequately served by the existing a planned services
and infrastructure.
Findings (continued)
16
Design Permit
a. The proposed project is consistent with the general plan and any applicable specific plan, area plan, or other design policies and regulations adopted by the city council.
b. The proposed project complies with all applicable provisions of the zoning code and municipal code.
c. The proposed project substantially complies with all applicable design standards and guidelines contained in the design review handbook. d. The proposed project has been reviewed in compliance with the California Environmental Quality Act (CEQA).
e. The proposed development will not be detrimental to the public health, safety, or welfare or materially injurious to the properties or improvements in the vicinity.
f. The proposed project complies with all Design Review criteria in Subsection H of Section 18.108.040 of the municipal code.
Findings (continued)
17
▪ Open/close public hearing; and
▪ Adopt a Resolution approving a Conditional Use Permit for a drive through restaurant
▪ Adopt a Resolution approving a Design Permit
Recommendations
18
From:
To:
Subject:
Date:
Rich Buikema
Jenna Luna
FW: [EXTERNAL] Comments Regarding Olick Fil A Project
Monday, August 21, 2023 5:03:24 PM
From: Rich Buikema
Sent: Monday, August 21, 2023 5:02 PM
To: Joanne Conca >
Cc: David C Conca
Subject: FW: [EXTERNAL] Comments Regarding Chick Fil A Project Item #4
AGENDA DATE: 09/26/2023
SUPPLEMENTAL #3
Joanne - Below are the City staff's and traffic consultant's responses (in blue) to your questions and concerns. Thanks
Rich Buikema
City of Morgan Hill
From: Joanne Conca >
Sent: Monday, August 21, 2023 11:20 AM
To: Rich Buikem • • ·I1.ca.gov>
Cc: David Conca >
Subject: [EXTERNAL] Comments Regarding Chick Fil A Project Hi Rich,
After review of the 18599 Sutter Blvd Chick-Fil-A Trip Generation and Operations Analysis by Hexagon Transportation Consultants (herein refe1Ted to as "Traffic Study"), the newer site plan for the Chick Fil A project, and the Planning Commission Staff Repo1i, I do have some additional concerns, comments, and questions:
1. Thank you for suppo1iing the Traffic Study's recommendation that the intersection at Sutter Blvd. and Cochrane Plaza intersection be improved by restricting left turns using a median gap along Sutter Blvd. I am still quite concerned about the backflow of cars exiting from the queue at Chick Fil A and thus blocking our parking lot. The Traffic Study did not address that cars may exit the queue at Chick Fil A at a faster rate than the rate at which cars can leave the driveway onto Sutter Blvd and Cochrane Plaza, even if the choice is right tum only.
Conflicts at the subject driveway and delays for exiting vehicles will be reduced with the elimination of conflicting tum-movements with the median. Existing vehicles will
only conflict with southbound Sutter traffic flow. Vehicular queues along the drive aisle will be significantly reduced with the restriction of outbound left turns from the driveway.
I’m concerned that the “right turn only” solution may cause other traffic problems that may back up into the driveway at peak hours. Since a “right turn only” exit would provide no direct route to Cochrane, I would suspect that most drivers exiting Chick Fil A wanting to head back to Cochrane, would either cut through our parking lot to travel South to Jarvis or take a left out of the Chik Fil A exit and travel on the driveway to Sutter Blvd, turn right on Sutter Blvd, and then make a U-turn on the intersection of Jarvis and Sutter Blvd.
The described route through the adjacent parking lot does not provide a significantly shorter route of travel in terms of length or time. Vehicles bound for westbound and eastbound Cochrane can use Skipper Lane which provides a more direct route to Cochrane Road than the described parking lot cut-through route.
I predict potentially large backups of traffic on Sutter Blvd between the right turn from our driveway and the intersection at Jarvis and Sutter Blvd. since that intersection is an unsignalized, 4 way stop. Chick Fil A drivers are less likely to turn right when exiting Chick Fil A towards the Evergreen development because 1) this path is a longer distance to access Cochrane Rd. or Jarvis via Skipper Ln. and 2) this is a slower route due to the existence of a speed bump before Skipper Lane. This issue needs to be addressed; and the Traffic Study does not make clear that there was any analysis completed to consider the change in delays/traffic (LOS) at the intersection of Jarvis and Sutter if drivers were forced to turn right only at the driveway on Sutter and Cochrane Plaza. I would hope that the city could devise a better solution, if the city is going to approve the Chick Fil A Project.
The intersection of Jarvis/Sutter was not evaluated in the traffic operations analysis because the project would add less than 10 net new trips to the intersection. Previous studies indicated that the subject intersection met LOS standards and did not have traffic volumes that warranted signalization
2. How will the city prevent Chick Fil A visitors from using our parking lot as a “cutthrough route” to/from Jarvis Dr? The Traffic Study points out that this is an issue and states, “the project should coordinate with the City to determine if closure of the drive aisle access to 18525 Sutter Blvd. directly across from the project site entrance would be feasible”. I didn’t see that this was addressed in the Planning Commission staff report.
I would ask that some kind of solution to the “cut through” issue needs to be required as a condition of approving this project; and that solution should require the approval of the owners of the 18525 Sutter Blvd property. This is a safety issue for the pedestrians in the parking lot.
The only way to stop the use of the parking lot as a cut-through route is to physically restrict access from the common drive aisle. One way of doing so would be to close access to the two western most parking lot aisles. Given that the described cut-through will likely be minimal according to the Traffic Demand and Operations Analysis, it is
not included as a condition of approval in the Conditional Use Permit.
3. I noticed that the Staff Report and the list of attachments referring to the project on the Planning Departments’s website were missing any reference to the June 20, 2023 email I sent commenting on what was stated in the “Memorandum re Access Easement” from Basil S. Shiber. For the record, I ask that my email be included in the attachments for the Project review.
This will be forwarded to the Planning Commision.
4. On the Staff Report, it is stated that “Resolution of the dispute will be required as a condition of approval, prior to issuing Building Permits”. How is this condition communicated to and supported by the Building Department to ensure that this condition is met?
Planning staff will not signoff on the issuance of the Building Permit until all conditions are satisfied.
5. We need to look at what our rights are in regards to my property rights and easement. a. The traffic study anticipates that there will be 1,822 daily vehicle trips to and from Chick Fil A. Most of these trips will pass over our shared driveway. The existing restaurant space on the project site was generating approximately 600 daily trips, all of which were utilizing the shared driveway. When considering that a new entrance to the project site will be provided along Cochrane Road, the proposed median closure along Sutter Boulevard, and the use of the other driveways serving the Evergreen parcels, the net new trips using the shared driveway due to the proposed project will no be much grater than the former existing site restaurant uses. Furthermore, the Evergreen project will result in the addition of approximately 10,000 daily trips to the surrounding roadways. Thus, there may be approximately 2,500 new trips using the shared driveway by the Evergreen project alone. Therefore, the planned median closure along Sutter Boulevard will be of benefit to all users of the shared driveway. b. It has come to our attention that some of the planned improvements are planned to occur on our property and we want to make it a matter of public record that we have not been asked, nor have we given consent for any construction on our property.
Noted
Thank you,
Joanne Conca