Paso Robles City Council
June 20, 2023

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General — — — — — — — — — — — — 62.0 62.0 0.01 < 0.005 — 62.6LightIndustry AutomobileCareCenter
— — — — — — — — — — — — 78.9 78.9 0.01 < 0.005 — 79.7
ParkingLot
— — — — — — — — — — — — 64.0 64.0 0.01 < 0.005 — 64.6
undefined
— — — — — — — — — — — — 216 216 0.03 < 0.005 — 218
Total — — — — — — — — — — — — 421 421 0.07 0.01 — 425Daily,Winter(Max) ——————————————————
GeneralLightIndustry
— — — — — — — — — — — — 62.0 62.0 0.01 < 0.005 — 62.6
AutomobileCareCenter
— — — — — — — — — — — — 78.9 78.9 0.01 < 0.005 — 79.7
ParkingLot
— — — — — — — — — — — — 64.0 64.0 0.01 < 0.005 — 64.6
undefined
— — — — — — — — — — — — 216 216 0.03 < 0.005 — 218
Total — — — — — — — — — — — — 421 421 0.07 0.01 — 425Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — — 10.3 10.3 < 0.005 < 0.005 — 10.4 AutomobileCareCenter
— — — — — — — — — — — — 13.1 13.1 < 0.005 < 0.005 — 13.2 Attachment
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ParkingLot
— — — — — — — — — — — — 10.6 10.6 < 0.005 < 0.005 — 10.7 undefined
— — — — — — — — — — — — 25.5 25.5 < 0.005 < 0.005 — 25.7 Total — — — — — — — — — — — — 59.4 59.4 0.01 < 0.005 — 60.0

4.2.3. Natural Gas Emissions By Land Use - UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry

0.01 0.01 0.12 0.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 149 149 0.01 < 0.005 — 149 AutomobileCareCenter

0.02 0.01 0.16 0.13 < 0.005 0.01 — 0.01 0.01 — 0.01 — 189 189 0.02 < 0.005 — 190 ParkingLot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.03 0.02 0.28 0.24 < 0.005 0.02 — 0.02 0.02 — 0.02 — 338 338 0.03 < 0.005 — 339Daily,Winter(Max) ——————————————————
GeneralLightIndustry

0.01 0.01 0.12 0.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 149 149 0.01 < 0.005 — 149 AutomobileCareCenter

0.02 0.01 0.16 0.13 < 0.005 0.01 — 0.01 0.01 — 0.01 — 189 189 0.02 < 0.005 — 190 Attachment
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Parking 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00Lot Total 0.03 0.02 0.28 0.24 < 0.005 0.02 — 0.02 0.02 — 0.02 — 338 338 0.03 < 0.005 — 339Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 24.6 24.6 < 0.005 < 0.005 — 24.7 AutomobileCareCenter
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 31.3 31.3 < 0.005 < 0.005 — 31.4 ParkingLot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.01 < 0.005 0.05 0.04 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 56.0 56.0 < 0.005 < 0.005 — 56.1

4.2.4. Natural Gas Emissions By Land Use - MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry

0.01 0.01 0.12 0.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 149 149 0.01 < 0.005 — 149 AutomobileCareCenter

0.02 0.01 0.16 0.13 < 0.005 0.01 — 0.01 0.01 — 0.01 — 189 189 0.02 < 0.005 — 190 ParkingLot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.03 0.02 0.28 0.24 < 0.005 0.02 — 0.02 0.02 — 0.02 — 338 338 0.03 < 0.005 — 339 Attachment
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Daily, — — — — — — — — — — — — — — — — — —Winter(Max)
GeneralLightIndustry

0.01 0.01 0.12 0.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 149 149 0.01 < 0.005 — 149 AutomobileCareCenter

0.02 0.01 0.16 0.13 < 0.005 0.01 — 0.01 0.01 — 0.01 — 189 189 0.02 < 0.005 — 190 ParkingLot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.03 0.02 0.28 0.24 < 0.005 0.02 — 0.02 0.02 — 0.02 — 338 338 0.03 < 0.005 — 339Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 24.6 24.6 < 0.005 < 0.005 — 24.7 AutomobileCareCenter
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 31.3 31.3 < 0.005 < 0.005 — 31.4 ParkingLot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.01 < 0.005 0.05 0.04 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 56.0 56.0 < 0.005 < 0.005 — 56.1

4.3. Area Emissions by Source4.3.2. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2eDaily,Summer(Max) -------------------
——————————————————
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ArchitectCoatings
— 40.5 — — — — — — — — — — — — — — — —
ConsumerProducts
— 0.55 — — — — — — — — — — — — — — — —
LandscapeEquipment

0.19 0.18 0.01 1.09 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.47 4.47 < 0.005 < 0.005 — 4.49 Total 0.19 41.2 0.01 1.09 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.47 4.47 < 0.005 < 0.005 — 4.49Daily,Winter(Max) ——————————————————
ConsumerProducts
— 0.55 — — — — — — — — — — — — — — — —
ArchitecturalCoatings
— 0.20 — — — — — — — — — — — — — — — —
Total — 0.74 — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —ArchitecturalCoatings — 0.40 — — — — — — — — — — — — — — — —
ConsumerProducts
— 0.10 — — — — — — — — — — — — — — — —
LandscapeEquipment

0.03 0.03 < 0.005 0.18 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.67 0.67 < 0.005 < 0.005 — 0.67 Total 0.03 0.53 < 0.005 0.18 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.67 0.67 < 0.005 < 0.005 — 0.67

4.3.1. Mitigated
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2eDaily,Summer(Max) ——————————————————
ArchitecturalCoatings
— 40.5 — — — — — — — — — — — — — — — —
ConsumerProducts
— 0.55 — — — — — — — — — — — — — — — —
LandscapeEquipment

0.19 0.18 0.01 1.09 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.47 4.47 < 0.005 < 0.005 — 4.49 Total 0.19 41.2 0.01 1.09 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.47 4.47 < 0.005 < 0.005 — 4.49Daily,Winter(Max) ——————————————————
ConsumerProducts
— 0.55 — — — — — — — — — — — — — — — —
ArchitecturalCoatings
— 0.20 — — — — — — — — — — — — — — — —
Total — 0.74 — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —ArchitecturalCoatings — 0.40 — — — — — — — — — — — — — — — —
ConsumerProducts
— 0.10 — — — — — — — — — — — — — — — —
-------------------
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Landsca 0.03 0.03 < 0.005 0.18 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.67 0.67 < 0.005 < 0.005 — 0.67peEquipme Total 0.03 0.53 < 0.005 0.18 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.67 0.67 < 0.005 < 0.005 — 0.67

4.4. Water Emissions by Land Use4.4.2. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry
— — — — — — — — — — — 4.87 8.88 13.8 0.50 0.01 — 29.9
AutomobileCareCenter
— — — — — — — — — — — 2.52 3.98 6.51 0.26 0.01 — 14.8
ParkingLot
— — — — — — — — — — — 0.00 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 Total — — — — — — — — — — — 7.40 12.9 20.3 0.76 0.02 — 44.7Daily,Winter(Max) ——————————————————
GeneralLightIndustry
— — — — — — — — — — — 4.87 8.88 13.8 0.50 0.01 — 29.9
AutomobileCareCenter
— — — — — — — — — — — 2.52 3.98 6.51 0.26 0.01 — 14.8
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ParkingLot
— — — — — — — — — — — 0.00 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 Total — — — — — — — — — — — 7.40 12.9 20.3 0.76 0.02 — 44.7Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — 0.81 1.47 2.28 0.08 < 0.005 — 4.95 AutomobileCareCenter
— — — — — — — — — — — 0.42 0.66 1.08 0.04 < 0.005 — 2.46 ParkingLot
— — — — — — — — — — — 0.00 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 Total — — — — — — — — — — — 1.22 2.13 3.35 0.13 < 0.005 — 7.40

4.4.1. MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry
— — — — — — — — — — — 4.87 8.22 13.1 0.50 0.01 — 29.2
AutomobileCareCenter
— — — — — — — — — — — 2.52 3.98 6.51 0.26 0.01 — 14.8
ParkingLot
— — — — — — — — — — — 0.00 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 Total — — — — — — — — — — — 7.40 12.2 19.6 0.76 0.02 — 44.1 Attachment
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Daily, — — — — — — — — — — — — — — — — — —Winter(Max)
GeneralLightIndustry
— — — — — — — — — — — 4.87 8.22 13.1 0.50 0.01 — 29.2
AutomobileCareCenter
— — — — — — — — — — — 2.52 3.98 6.51 0.26 0.01 — 14.8
ParkingLot
— — — — — — — — — — — 0.00 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 Total — — — — — — — — — — — 7.40 12.2 19.6 0.76 0.02 — 44.1Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — 0.81 1.36 2.17 0.08 < 0.005 — 4.84 AutomobileCareCenter
— — — — — — — — — — — 0.42 0.66 1.08 0.04 < 0.005 — 2.46 ParkingLot
— — — — — — — — — — — 0.00 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 Total — — — — — — — — — — — 1.22 2.02 3.25 0.13 < 0.005 — 7.30

4.5. Waste Emissions by Land Use4.5.2. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
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GeneralLightIndustry
— — — — — — — — — — — 7.35 0.00 7.35 0.73 0.00 — 25.7
AutomobileCareCenter
— — — — — — — — — — — 28.8 0.00 28.8 2.88 0.00 — 101
ParkingLot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 36.2 0.00 36.2 3.62 0.00 — 127Daily,Winter(Max) ——————————————————
GeneralLightIndustry
— — — — — — — — — — — 7.35 0.00 7.35 0.73 0.00 — 25.7
AutomobileCareCenter
— — — — — — — — — — — 28.8 0.00 28.8 2.88 0.00 — 101
ParkingLot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 36.2 0.00 36.2 3.62 0.00 — 127Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — 1.22 0.00 1.22 0.12 0.00 — 4.26
AutomobileCareCenter
— — — — — — — — — — — 4.77 0.00 4.77 0.48 0.00 — 16.7
ParkingLot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 5.99 0.00 5.99 0.60 0.00 — 21.0 Attachment
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4.5.1. MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry
— — — — — — — — — — — 7.35 0.00 7.35 0.73 0.00 — 25.7
AutomobileCareCenter
— — — — — — — — — — — 28.8 0.00 28.8 2.88 0.00 — 101
ParkingLot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 36.2 0.00 36.2 3.62 0.00 — 127Daily,Winter(Max) ——————————————————
GeneralLightIndustry
— — — — — — — — — — — 7.35 0.00 7.35 0.73 0.00 — 25.7
AutomobileCareCenter
— — — — — — — — — — — 28.8 0.00 28.8 2.88 0.00 — 101
ParkingLot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 36.2 0.00 36.2 3.62 0.00 — 127Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — 1.22 0.00 1.22 0.12 0.00 — 4.26
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AutomobCareCenter
— — — — — — — — — — — 4.77 0.00 4.77 0.48 0.00 — 16.7
ParkingLot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 5.99 0.00 5.99 0.60 0.00 — 21.0

4.6. Refrigerant Emissions by Land Use4.6.1. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry
— — — — — — — — — — — — — — — — 2.86 2.86
AutomobileCareCenter
— — — — — — — — — — — — — — — — 2,902 2,902
Total — — — — — — — — — — — — — — — — 2,905 2,905Daily,Winter(Max) ——————————————————
GeneralLightIndustry
— — — — — — — — — — — — — — — — 2.86 2.86
AutomobileCareCenter
— — — — — — — — — — — — — — — — 2,902 2,902
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Total — — — — — — — — — — — — — — — — 2,905 2,905
Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — — — — — — 0.47 0.47
AutomobileCareCenter
— — — — — — — — — — — — — — — — 481 481
Total — — — — — — — — — — — — — — — — 481 481

4.6.2. MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
GeneralLightIndustry
— — — — — — — — — — — — — — — — 2.86 2.86
AutomobileCareCenter
— — — — — — — — — — — — — — — — 2,902 2,902
Total — — — — — — — — — — — — — — — — 2,905 2,905Daily,Winter(Max) ——————————————————
GeneralLightIndustry
— — — — — — — — — — — — — — — — 2.86 2.86
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Automob — — — — — — — — — — — — — — — — 2,902 2,902ileCareCenter Total — — — — — — — — — — — — — — — — 2,905 2,905Annual — — — — — — — — — — — — — — — — — —GeneralLightIndustry — — — — — — — — — — — — — — — — 0.47 0.47
AutomobileCareCenter
— — — — — — — — — — — — — — — — 481 481
Total — — — — — — — — — — — — — — — — 481 481

4.7. Offroad Emissions By Equipment Type4.7.1. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) EquipmentType
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — — Attachment
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4.7.2. MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) EquipmentType
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.8. Stationary Emissions By Equipment Type4.8.1. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) EquipmentType
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —
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Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.8.2. MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) EquipmentType
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.9. User Defined Emissions By Equipment Type4.9.1. UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) EquipmentType
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —
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Daily, — — — — — — — — — — — — — — — — — —Winter(Max)
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.9.2. MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) EquipmentType
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.10. Soil Carbon Accumulation By Vegetation Type4.10.1. Soil Carbon Accumulation By Vegetation Type - UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment
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Daily, — — — — — — — — — — — — — — — — — —Summer(Max)
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.10.3. Avoided and Sequestered Emissions by Species - UnmitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e -------------------
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Daily, — — — — — — — — — — — — — — — — — —Summer(Max)
Avoided — — — — — — — — — — — — — — — — — —Oak,interiorlive — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNSequestered ——————————————————
Subtotal — — — — — — — — — — — — — — — — — —Removed
——————————————————
Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — — — — — — ————————————————————Total — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNDaily,Winter(Max) ——————————————————
Avoided — — — — — — — — — — — — — — — — — —
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Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNSequestered ——————————————————
Subtotal — — — — — — — — — — — — — — — — — —Removed
——————————————————
Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — — — — — — ————————————————————Total — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNAnnual — — — — — — — — — — — — — — — — — —Avoided — — — — — — — — — — — — — — — — — —Oak,interiorlive — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
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Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNSequestered ——————————————————
Subtotal — — — — — — — — — — — — — — — — — —Removed
——————————————————
Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — — — — — — ————————————————————Total — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN

4.10.4. Soil Carbon Accumulation By Vegetation Type - MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —
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Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) LandUse
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,Summer(Max)
——————————————————
Total — — — — — — — — — — — — — — — — — —Daily,Winter(Max) ——————————————————
Total — — — — — — — — — — — — — — — — — —Annual — — — — — — — — — — — — — — — — — —Total — — — — — — — — — — — — — — — — — —

4.10.6. Avoided and Sequestered Emissions by Species - MitigatedCriteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2eDaily,Summer(Max) ——————————————————
Avoided — — — — — — — — — — — — — — — — — —Oak,interiorlive — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
-------------------
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undefine — — — — — NaN NaN NaN NaN NaN NaN — — — — — — — Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNSequestered ——————————————————
Subtotal — — — — — — — — — — — — — — — — — —Removed
——————————————————
Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
undefined
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — — — — — — ————————————————————Total — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNDaily,Winter(Max) ——————————————————
Avoided — — — — — — — — — — — — — — — — — —Oak,interiorlive — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
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undefine — — — — — NaN NaN NaN NaN NaN NaN — — — — — — —d Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNSequestered ——————————————————
Subtotal — — — — — — — — — — — — — — — — — —Removed
——————————————————
Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
undefined
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — — — — — — ————————————————————Total — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNAnnual — — — — — — — — — — — — — — — — — —Avoided — — — — — — — — — — — — — — — — — —Oak,interiorlive — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
undefined
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
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Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaNSequestered ——————————————————
Subtotal — — — — — — — — — — — — — — — — — —Removed
——————————————————
Oak,interiorlive
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Planetree,London
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
undefined
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Pistache,Chinese
— — — — — NaN NaN NaN NaN NaN NaN — — — — — — —
Subtotal — — — — — NaN NaN NaN NaN NaN NaN — — — — — — ————————————————————Total — — — — — NaN NaN NaN NaN NaN NaN — NaN NaN — — — NaN

5. Activity Data5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase DescriptionSite Preparation Site Preparation 8/30/2023 9/6/2023 5.00 5.00 —Grading Grading 9/7/2023 9/18/2023 5.00 8.00 —Building Construction Building Construction 9/19/2023 8/6/2024 5.00 230 —Paving Paving 8/7/2024 9/1/2024 5.00 18.0 — Attachment
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Architectural Coating Architectural Coating 9/2/2024 9/27/2024 5.00 18.0 —

5.2. Off-Road Equipment5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load FactorSite Preparation Rubber Tired Dozers Diesel Average 3.00 8.00 367 0.40Site Preparation Tractors/Loaders/Backh oes
Diesel Average 4.00 8.00 84.0 0.37
Grading Excavators Diesel Average 1.00 8.00 36.0 0.38Grading Graders Diesel Average 1.00 8.00 148 0.41Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40Grading Tractors/Loaders/Backh oes
Diesel Average 3.00 8.00 84.0 0.37
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74Building Construction Tractors/Loaders/Backh oes
Diesel Average 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45Paving Cement and Mortar Mixers
Diesel Average 2.00 6.00 10.0 0.56
Paving Pavers Diesel Average 1.00 8.00 81.0 0.42Paving Paving Equipment Diesel Average 2.00 6.00 89.0 0.36Paving Rollers Diesel Average 2.00 6.00 36.0 0.38Paving Tractors/Loaders/Backh oes
Diesel Average 1.00 8.00 84.0 0.37
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48 Attachment
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5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load FactorSite Preparation Rubber Tired Dozers Diesel Average 3.00 8.00 367 0.40Site Preparation Tractors/Loaders/Backh oes
Diesel Average 4.00 8.00 84.0 0.37
Grading Excavators Diesel Average 1.00 8.00 36.0 0.38Grading Graders Diesel Average 1.00 8.00 148 0.41Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40Grading Tractors/Loaders/Backh oes
Diesel Average 3.00 8.00 84.0 0.37
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74Building Construction Tractors/Loaders/Backh oes
Diesel Average 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45Paving Cement and Mortar Mixers
Diesel Average 2.00 6.00 10.0 0.56
Paving Pavers Diesel Average 1.00 8.00 81.0 0.42Paving Paving Equipment Diesel Average 2.00 6.00 89.0 0.36Paving Rollers Diesel Average 2.00 6.00 36.0 0.38Paving Tractors/Loaders/Backh oes
Diesel Average 1.00 8.00 84.0 0.37
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48

5.3. Construction Vehicles5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Attachment
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Site Preparation — — — —
Site Preparation Worker 17.5 8.10 LDA,LDT1,LDT2Site Preparation Vendor — 6.90 HHDT,MHDTSite Preparation Hauling 0.00 20.0 HHDTSite Preparation Onsite truck — — HHDTGrading — — — —Grading Worker 15.0 8.10 LDA,LDT1,LDT2Grading Vendor — 6.90 HHDT,MHDTGrading Hauling 36.0 20.0 HHDTGrading Onsite truck — — HHDTBuilding Construction — — — —Building Construction Worker 9.10 8.10 LDA,LDT1,LDT2Building Construction Vendor 4.10 6.90 HHDT,MHDTBuilding Construction Hauling 0.00 20.0 HHDTBuilding Construction Onsite truck — — HHDTPaving— — — —Paving Worker 20.0 8.10 LDA,LDT1,LDT2Paving Vendor — 6.90 HHDT,MHDTPaving Hauling 0.00 20.0 HHDTPaving Onsite truck — — HHDTArchitectural Coating — — — —Architectural Coating Worker 1.82 8.10 LDA,LDT1,LDT2Architectural Coating Vendor — 6.90 HHDT,MHDTArchitectural Coating Hauling 0.00 20.0 HHDTArchitectural Coating Onsite truck — — HHDT

5.3.2. Mitigated
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Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation — — — —Site Preparation Worker 17.5 8.10 LDA,LDT1,LDT2Site Preparation Vendor — 6.90 HHDT,MHDTSite Preparation Hauling 0.00 20.0 HHDTSite Preparation Onsite truck — — HHDTGrading — — — —Grading Worker 15.0 8.10 LDA,LDT1,LDT2Grading Vendor — 6.90 HHDT,MHDTGrading Hauling 36.0 20.0 HHDTGrading Onsite truck — — HHDTBuilding Construction — — — —Building Construction Worker 9.10 8.10 LDA,LDT1,LDT2Building Construction Vendor 4.10 6.90 HHDT,MHDTBuilding Construction Hauling 0.00 20.0 HHDTBuilding Construction Onsite truck — — HHDTPaving— — — —Paving Worker 20.0 8.10 LDA,LDT1,LDT2Paving Vendor — 6.90 HHDT,MHDTPaving Hauling 0.00 20.0 HHDTPaving Onsite truck — — HHDTArchitectural Coating — — — —Architectural Coating Worker 1.82 8.10 LDA,LDT1,LDT2Architectural Coating Vendor — 6.90 HHDT,MHDTArchitectural Coating Hauling 0.00 20.0 HHDTArchitectural Coating Onsite truck — — HHDT Attachment
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5.4. Vehicles5.4.1. Construction Vehicle Control StrategiesNon-applicable. No control strategies activated by user.5.5. Architectural Coatings Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated(sq ft)
Non-Residential Interior AreaCoated (sq ft)
Non-Residential Exterior AreaCoated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00 0.00 43,381 14,460 7,841

5.6. Dust Mitigation5.6.1. Construction Earthmoving Activities Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (Building Square Footage)
Acres Paved (acres)
Grading 0.00 0.00 0.00 25,000 —Paving 0.00 0.00 0.00 0.00 3.00

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 ReductionWater Exposed Area 2 61% 61%Water Demolished Area 2 36% 36%

5.7. Construction Paving
Land Use Area Paved (acres) % AsphaltGeneral Light Industry 0.00 0%Automobile Care Center 0.00 0% Attachment
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Parking Lot 3.00 100%

5.8. Construction Electricity Consumption and Emissions FactorskWh per Year and Emission Factor (lb/MWh) Year kWh per Year CO2 CH4 N2O2023 0.00 204 0.03 < 0.0052024 0.00 204 0.03 < 0.005

5.9. Operational Mobile Sources5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/YearTotal all Land Uses 178 0.00 0.00 0.00 38.0 0.00 0.00 0.00

5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/YearTotal all Land Uses 178 0.00 0.00 0.00 38.0 0.00 0.00 0.00

5.10. Operational Area Sources5.10.1. Hearths5.10.1.1. Unmitigated5.10.1.2. Mitigated5.10.2. Architectural Coatings Attachment
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Residential Interior Area Coated (sq ft) Non-Residential Interior Area Coated Residential Exterior Area Coated (sq ft) Parking Area Coated (sq ft) (sq ft)
Non-Residential Exterior Area Coated(sq ft)
0 0.00 43,381 14,460 7,841

5.10.3. Landscape Equipment
Season Unit ValueSnow Days day/yr 0.00Summer Days day/yr 330

5.10.4. Landscape Equipment - Mitigated
Season Unit ValueSnow Days day/yr 0.00Summer Days day/yr 330

5.11. Operational Energy Consumption5.11.1. UnmitigatedElectricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr)General Light Industry 110,948 204 0.0330 0.0040 464,137Automobile Care Center 141,206 204 0.0330 0.0040 590,720Parking Lot 114,476 204 0.0330 0.0040 0.00

5.11.2. MitigatedElectricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr)General Light Industry 110,948 204 0.0330 0.0040 464,137 Attachment
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Automobile Care Center 141,206 204 0.0330 0.0040 590,720 Parking Lot 114,476 204 0.0330 0.0040 0.00

5.12. Operational Water and Wastewater Consumption5.12.1. Unmitigated Land Use Indoor Water (gal/year) Outdoor Water (gal/year)General Light Industry 2,543,750 547,924Automobile Care Center 1,317,136 13.6Parking Lot 0.00 13.6

5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year)General Light Industry 2,543,750 246,151Automobile Care Center 1,317,136 6.09Parking Lot 0.00 6.09

5.13. Operational Waste Generation5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)General Light Industry 13.6 0.00Automobile Care Center 53.5 0.00Parking Lot 0.00 0.00

5.13.2. Mitigated
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Land Use Waste (ton/year) Cogeneration (kWh/year)
General Light Industry 13.6 0.00Automobile Care Center 53.5 0.00Parking Lot 0.00 0.00

5.14. Operational Refrigeration and Air Conditioning Equipment5.14.1. Unmitigated Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times ServicedGeneral Light Industry Other commercial A/C and heat pumps
R-410A 2,088 0.30 4.00 4.00 18.0
Automobile Care Center Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Automobile Care Center Supermarket
refrigeration andcondensing units
R-404A 3,922 26.5 16.5 16.5 18.0

5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times ServicedGeneral Light Industry Other commercial A/C and heat pumps
R-410A 2,088 0.30 4.00 4.00 18.0
Automobile Care Center Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Automobile Care Center Supermarket
refrigeration andcondensing units
R-404A 3,922 26.5 16.5 16.5 18.0

5.15. Operational Off-Road Equipment5.15.1. Unmitigated Attachment
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Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Air Compressors Electric Average 10.0 8.00 37.0 0.48— Diesel Average — 8.00 — —

5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load FactorAir Compressors Electric Average 10.0 8.00 37.0 0.48— Diesel Average — 8.00 — —

5.16. Stationary Sources5.16.1. Emergency Generators and Fire Pumps Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor

5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr)

5.17. User Defined
Equipment Type Fuel Type— —

5.18. Vegetation5.18.1. Land Use Change5.18.1.1. Unmitigated Attachment
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Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1. Biomass Cover Type5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres

5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres

5.18.2. Sequestration5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)Pistache, Chinese 35.0 — —Oak, interior live -3.00 — —Planetree, London -3.00 — —

5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)Pistache, Chinese 35.0 — —————Oak, interior live -3.00 — — Attachment
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Planetree, London -3.00 — —
————

6. Climate Risk Detailed Report6.1. Climate Risk SummaryCal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHGemissions will continue to rise strongly through 2050 and then plateau around 2100.

Climate Hazard Result for Project Location UnitTemperature and Extreme Heat 21.6 annual days of extreme heatExtreme Precipitation 5.70 annual days with precipitation above 20 mmSea Level Rise 0.00 meters of inundation depthWildfire 27.4 annual hectares burned Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observedhistorical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a fullday or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider differentincrements of sea level rise coupled with extreme storm events. Users may select from four model simulations to view the range in potential inundation depth for the grid cell. The four simulations makedifferent assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperaturepossibilities (MIROC5). Each grid cell is 50 meters (m) by 50 m, or about 164 feet (ft) by 164 ft.Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate,vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations makedifferent assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperaturepossibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.6.2. Initial Climate Risk Scores Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability ScoreTemperature and Extreme Heat N/A N/A N/A N/AExtreme Precipitation N/A N/A N/A N/ASea Level Rise 1 0 0 N/AWildfire 1 0 0 N/A Attachment
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Flooding N/A N/A N/A N/A
Drought 0 0 0 N/ASnowpack N/A N/A N/A N/AAir Quality N/A N/A N/A N/A The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatestexposure.The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing thegreatest ability to adapt.The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.6.3. Adjusted Climate Risk Scores Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability ScoreTemperature and Extreme Heat N/A N/A N/A N/AExtreme Precipitation N/A N/A N/A N/ASea Level Rise 1 1 1 2Wildfire 1 1 1 2Flooding N/A N/A N/A N/ADrought 1 1 1 2Snowpack N/A N/A N/A N/AAir Quality N/A N/A N/A N/A The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatestexposure.The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing thegreatest ability to adapt.The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.6.4. Climate Risk Reduction Measures6.4.1. Wildfire User Selected Measures Co-Benefits Achieved Exposure Reduction Sensitivity Reduction Adaptive Capacity Increase Attachment
9

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WF-1: Implement Fire-safeLandscaping
Improved Air Quality, ImprovedEcosystem Health, Improved PublicHealth — 1.00 —

6.4.2. Drought
User Selected Measures Co-Benefits Achieved Exposure Reduction Sensitivity Reduction Adaptive Capacity IncreaseD-3: Install Drought ResistantLandscaping Water Conservation — 1.00 1.00

7. Health and Equity Details7.1. CalEnviroScreen 4.0 ScoresThe maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.

Indicator Result for Project Census TractExposure Indicators —AQ-Ozone 26.7AQ-PM 4.19AQ-DPM 7.27Drinking Water 64.2Lead Risk Housing 5.77Pesticides 58.4Toxic Releases 15.0Traffic 35.1Effect Indicators —CleanUp Sites 0.00Groundwater 0.00Haz Waste Facilities/Generators 16.6Impaired Water Bodies 51.2 Attachment
9

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Solid Waste 59.2
Sensitive Population —Asthma 32.4Cardio-vascular 24.0Low Birth Weights 19.0Socioeconomic Factor Indicators —Education 17.2Housing 22.1Linguistic 10.4Poverty 15.8Unemployment 6.30

7.2. Healthy Places Index ScoresThe maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

Indicator Result for Project Census TractEconomic —Above Poverty 78.91697677Employed 43.98819453Education —Bachelor's or higher 70.67881432High school enrollment 100Preschool enrollment 76.63287566Transportation —Auto Access 61.56807391Active commuting 28.23046324Social —2-parent households 63.80084691 Attachment
9

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Voting 96.77916079
Neighborhood —Alcohol availability 75.47799307Park access 2.194276915Retail density 7.391248556Supermarket access 20.78788656Tree canopy 89.15693571Housing —Homeownership 88.6179905Housing habitability 75.08020018Low-inc homeowner severe housing cost burden 41.46028487Low-inc renter severe housing cost burden 37.03323495Uncrowded housing 81.14974978Health Outcomes —Insured adults 70.40934172Arthritis 0.0Asthma ER Admissions 59.2High Blood Pressure 0.0Cancer (excluding skin) 0.0Asthma 0.0Coronary Heart Disease 0.0Chronic Obstructive Pulmonary Disease 0.0Diagnosed Diabetes 0.0Life Expectancy at Birth 62.5Cognitively Disabled 68.5Physically Disabled 32.1Heart Attack ER Admissions 79.3 Attachment
9

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Mental Health Not Good 0.0
Chronic Kidney Disease 0.0Obesity 0.0Pedestrian Injuries 19.6Physical Health Not Good 0.0Stroke 0.0Health Risk Behaviors —Binge Drinking 0.0Current Smoker 0.0No Leisure Time for Physical Activity 0.0Climate Change Exposures —Wildfire Risk 28.0SLR Inundation Area 0.0Children 84.0Elderly 4.7English Speaking 95.9Foreign-born 8.4Outdoor Workers 40.3Climate Change Adaptive Capacity —Impervious Surface Cover 94.8Traffic Density 19.7Traffic Access 0.0Other Indices —Hardship 25.9Other Decision Support —2016 Voting 96.3 Attachment
9

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7.3. Overall Health & Equity Scores
Metric Result for Project Census TractCalEnviroScreen 4.0 Score for Project Location (a) 6.00Healthy Places Index Score for Project Location (b) 73.0Project Located in a Designated Disadvantaged Community (Senate Bill 535) NoProject Located in a Low-Income Community (Assembly Bill 1550) NoProject Located in a Community Air Protection Program Community (Assembly Bill 617) No a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.7.4. Health & Equity Measures Measure Title Co-Benefits AchievedIE-5: Provide Education on Essential Topics Related to Project Social EquityPH-2: Increase Urban Tree Canopy and Green Spaces Energy and Fuel Savings, Enhanced Energy Security, Improved Air Quality, Improved Ecosystem Health, Improved Public Health, Social Equity

7.5. Evaluation ScorecardHealth and Equity Evaluation Scorecard not completed.8. User Changes to Default Data Screen JustificationConstruction: Construction Phases There are no existing structures to demolishConstruction: Demolition Spreading water is required during grading.Construction: Dust From Material Movement Grading is balanced. No import or export trips are anticipated.

Attachment
9

Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Arc hitec ts, LLP
G-001
TITLE SHEET 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA PRELIMINARY DRAWINGS N O T F O R C O N S T R U C T I O N

PETERBILT PASO ROBLES
VICINITY MAP SCALE: NTS
Map image showing location of site
2805 Theatre Drive Paso Robles, CA 93446

RESIDENTIAL CITY

TITLE SHEETS

GENERAL NOTES

SOILS REPORT

SOILS REPORT

CIVIL SITE PLAN

WATER LINE EXTENSION PLAN & DETAILS

WATER & SEWER EXTENSION PLAN

DEMOLITION PLAN - NORTH PORTION

DEMOLITION PLAN - SOUTH PORTION

CONCEPTUAL LANDSCAPE PLAN RENDER

CONCEPTUAL LANDSCAPE PLAN

PLANT IMAGERY

OVERALL ARCHITECTURAL SITE PLAN

SITE FENCING EXHIBIT

SITE DETAILS

SITE LIGHTING PLAN

SITE LIGHTING PLAN

FIRST FLOOR DIMENSIONAL PLAN

SECOND FLOOR DIMENSIONAL PLAN

ROOF PLAN

EXTERIOR ELEVATIONS
21 ArcGIS Web Map
San Luis Obispo County, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA
1/13/2022, 3:09:47 PM
0 0.04 0.09 0.18 mi 0 0.05 0.1 0.2 km
1:4,514
Web AppBuilder for ArcGIS
San Luis Obispo County, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | City of El Paso de Robles | Abbreviations
Of CaliforniaN
A/C Air Conditioning (N) New
A.F.F. Above Finish Floor N.G. Natural Grade
ALT. Alternate N.I.C. Not In Contract
AMT. Amount NTS Not To Scale
APPROX. ApproximateO
AVG. Average O/ Board B O.C. On Center
BD. Board O.D. Outside Diameter
BTWN. Between OPNG. Opening
BLDG. Building ORIG. Original
BLK. / BLKG. Block / Blocking OZ. Ounce C P
C.F.M. Cubic Feet Per Minute PERP. Perpendicular
CHG. Change PL. Plate
C.I. Cast Iron P. LAM. Plastic Laminate
CLR. Clear/clearance PLY. WD. Plywood
CLG. Ceiling PR. Pair
Centerline PROJ. Project
C.M.U. Concrete Masonry Unit P.S.F. Pounds Per Square Foot COL. Column P.S.I. Pounds Per Square Inch
CONC. Concrete PVMT. Pavement
CONSTR Construction P.T.D.F. Pressure Treated Doug Fir
C.O.T.G. Clean Out To GradeQ
CTR. Center QT. Quart
CU. FT. Cubic Foot QTY. Quantity
CU. IN. Cubic InchR
CU. YD. Cubic Yard R. Riser D RAD. Radius
DBL. Double RD. Road
DEG. Degree REF. Refrigerator
DEPT. Department REINF. Reinforment
DIAG. Diagonal REQ. Required
DIA. Diameter RM. Room
DIM. Dimension R.O. Rough Opening
DIV. Division R.T.S. Refer To Structural
D.S. DownspoutS
DW. Dumbwaiter / Downspout SCHED. Schedule E S.C. Solid Core (E) Existing SECT. Section
EA. Each SHWR. Shower
ELEC. Electric SHT. Sheet
ELEV. Elevation / Elevator SIM. Similar
ENCL. Enclosure SPEC(S). Specification(s)
EQ. Equal SQ. Square
EQUIP. Equipment SQ. FT. Square Feet
EXIST. Existing S.S. Stainless Steel
EXT. Exterior ST. Street F STD. Standard
F.D Floor Drain STL. Steel
F.G Finish Grade STOR. Storage
F.H. Fire Hydrant STRUCT. Structure
FIN. Finish SYM. Symbol
FLR. FloorT
FLUOR. Fluorescent T. Tread
F.O.C. Face Of Concrete T.O.C Top Of Concrete/curb
F.O.F. Face Of Finish TO.C.B. Top Of Catch Basin
F.O.M. Face Of Masonry TEL. Telephone
F.O.S. Face Of Stud TEMO. Temperature
FS. Finish Surface T&G Tongue And Groove
FT. Foot THK. Thick
FTG. Footing TOIL. Toilet G T.O.P. Top Of Pavement
GA. Gauge T.O.S. Top Of Slab
GAL. Gallon T.O.W. Top Of Wall
GALV. Galvanized TV Television
GYP. Gypsum TYP. Typical H U
H.B. Hose Bibb UNFIN. Unfinished
HDR. Header U.N.O. Unless Noted Otherwise
HRDW. Hardware UR. Urinal
HORIZ. HorizontalV
HP. Horse Power V. Vent
HT. Height V.C.T. Vinyl Composition Tile I VENT. Ventilate, Ventilating I.D. Inside Diameter VERT. Vertical
IN. Inch V.T.R. Vent Thru Roof
INFO. InformationW
INSUL. Insulation W.C. Water Closet
INT. Interior WD. Wood J W.H. Water Heater
JAN. Janitor W.I. Wrought Iron
JCT. Junction W.R.B. Weather Resistant Barrier
JT. Joint WOM. Women K W.P. Waterproofing
KIT. Kitchen WSCT. Wainscot L W/ With
LAV. Lavatory W/O Without
LB, Pound
L.F. Lineal Foot
LIN. Linear ACRONYMS
LT. Light A.N.S.I. American National
LT.WT. Light Weight Standards Institute M A.S.T.M. American Society For MAX. Maximum Testing And Materials
M.B. Machine Bolt C.B.C. California Building Code
M.C. Medicine Cabinet I.C.B.O. International Conference MECH. Mechanical Of Building Officials
MED. Medium N.F.P.A. National Fire Protection
MEZZ, Mezzanine Assocation
MFR. / MFGR. Manufacturer O.S.H.P.D. Occupational Safety MIN. Minimum And Health Act
MISC. Miscellaneous U.F.C. Uniform Fire Code
MTL. Metal W.I.C. Woodwork Institute
Of California
VICINITY MAP SCALE: NTS
PERMIT HISTORY:

STATEMENT OF COMPLIANCE
This project has been designed in accordance with and meets the City of Paso Robles adopted code and ordinance requirements including, but not limited to the California State Accessibility Standards and I/We will be responsible for all clarifications deemed necessary during the construction phases.

Signature Date

PERMIT TYPE DATE
#### PERMIT TYPE 00/00/0000

SOILS REPORT
The geotechnical engineering report [H-211472] prepared by [Hallin Geotechnical] for the Peterbilt - Paso Robles project at 2805 Theatre Drive dated [03/08/2022] shall be considered a part of these plans.

The Architectural and Structural plans have been reviewed by the soils engineer and found to be in conformance with geotechnical report. Refer to sheet G-021

ARCHITECT
Studio 2G Architects, LLP
Laura Gough, AIA
811 Palm St.

San Luis Obispo, CA 93401
P: 805.594.0771 EXT.112
F : 805.540.5137

OWNER / CLIENT
Coast Counties Peterbilt
CONTACT: Craig Archer
3030 Ramada Drive
Paso Robles, CA 93446

PROJECT TEAM

CIVIL ENGINEER
Tartaglia Engineering
Robert Tartaglia
7360 El Camino Real #E
Atascadero, CA 93422
P: 805.466.5660

PROJECT INFO

PROJECT DESCRIPTION
Semi truck service, parts retailer, and sales dealership. There shall be offices and operations for employees, lounge area for customers and repair shop for trucks. The site will have inventory and customer parking areas and circualtion for semi trucks.

SCOPE OF WORK
Grading and drainage control for proposal retailer facility with flatwork and landscaping to support building use. Construction of an 25,000+ SF, two story building to accomodate the proposed uses.

Site lighting and signage as required.

SITE SUMMARY
ADDRESS:

APN#:

PARCEL SIZE:

FIRE SEVERITY ZONE:
2805 Theatre Drive
009-851-022

6.6 acres
N/A

BUILDING SUMMARY
USE:

OCCUPANCY:

CONSTRUCTION TYPE:

EXISTING STORIES:

PROPOSED STORIES:

C2
H-2 / M
II-A
N/A 2

BUILDING AREA

NEW CONDITIONED

GROUND FLOOR RETAIL/SERVICE

SECOND FLOOR BOH/PARTS

TOTAL (N) CONDITIONED
20,735 SF
4,553 SF
25,288 SF

NEW UNCONDITIONED

DIESEL SERVICE AREA

OUTDOOR COVERED AREA

TOTAL (N) UNCONDITIONED
1,889 SF
3,330 SF
5,219 SF

TOTAL EXISTING

TOTAL NEW

TOTAL PROJECT SIZE
0 SF
30,507 SF
30,507 SF

BUILDING MAINTENANCE AND OPERATION

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency, which includes all of the following shall be placed in the building:

Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.

Operation and maintenance instructions for the following:
- Equipment and appliances, including water-saving devices and systems, HVAC systems, water-heating systems and other major applicances and equipment. - Roof and yard drainage, including gutters and downspouts. - Space conditioning systems, including condensers and air filters. - Landscape irrigation systems.
- Water reuse systems.

Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.

Public transportation and/or carpool options available in the area.

Educational material on the positive impacts of an interior relative humidity between 30-60% and what methods an occupant may use to maintain the relative humidity level in that range.

Information about water-conserving landscape and irrigation design and controllers which conserve water.

Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5'0" away from the foundation.

Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building....etc.

Information about state solar energy and incentive programs available.

A copy of all special inspection verifications required by the enforcing agency or this code.

CONSTRUCTION WASTE MANAGEMENT PLAN

1. 2.

3. 4.

5. 6.

Contractor shall submit a construction waste management plan in conformance with items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.

Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.

Specify if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

Identify diversion facilities where the construction and demolition waste material will be taken.

Identify construction methods employed to reduce the amount of construction and demolition waste generated.

Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

A minimum of 75% of the construction waste generated at the site is diverted to recycle or salvage per Title 17 City of Paso Robles Ordinance.

SPECIAL INSPECTIONS

SCHEDULE OF CHANGES

SEPERATE PERMIT XX
1) NFPA 13 Sprinkler System, Deferred Submittal
2) FD Underground Fire Line Permit, Deferred Submittal
3) Fire Alarm Permit, Deferred Submittal
4) PRFES permit for gates across a fire lane.

PROJECT REQUIREMENT - CITY OF PASO ROBLES

1. COMMERCIAL CITY OF PASO ROBLES
This project shall comply with the 2019 California Building Code (CBC).

Codes: All construction shall conform to the following codes:
- 2019 California Building Code Vol. 1 & 2 (2018 IBC)
- 2019 California Electrical Code (2017 NEC)
- 2019 California Mechanical Code (2018 UMC)
- 2019 California Plumbing Code (2018 UPC)
- 2019 California Energy Code
- 2019 California Fire Code (2018 IFC)
- 2019 Green Building Standards Code (CALGREEN Code)
- City of Paso Robles Building and Construction Ordinance Title 17 - City of Paso Robles Fire Code Ordinance Title 16
- City of Paso Robles Zoning Ordinance Title 21
NFPA - National Fire Codes, all other codes and ordinances adopted by the agencies having jurisdiction over this project.

All Amendments to the CA Codes adopted by the City of Paso Robles, and all other codes, regulations, and approvals established by the City of Paso Robles.

All work located within the public right of way or within the jurisdiction of the City Utilities and Public Works Departments shall comply with the most current edition of the engineering standards and standards specifications.

Symbols Legend
Sheet Number
Section Cut Reference
Indicates Direction Of View
A
A7.0
Exit Sign
Refer to Life Safetly Plans and
'E' sheets for locations and
requirements.

A
A7.0 Sheet Number
Interior Elevation Reference Number
Indicates Direction Of View EXIT
D-# Door ID - Refer To Sheet A3.0
W-# Window ID - Refer To Sheet A3.1

SHEET INDEX - COMMERCIAL
G-001
G-011
G-021
G-022
C-4
C-10
C-11
C-16
C-17
L-00
L-01
L-02
AS101
AS111
AS112
AS201
AS202
A-101
A-102
A-131
A-201
TOTAL
SHEETS

PLANNER
Planning Solutions
Pam Jardini
1360 New Wine Place
Templeton, CA 93465
P: 805.801.0453

PROJECT LOCATION

MECHANICAL/PLUMBING
BMA Mechanical
CONTACT: Dustin Lane
689 Tank Farm Rd, Ste. 240
San Luis Obispo, CA 93401
P: 805.544.4269

ELECTRICAL
JMPE Electrical Engineering
CONTACT: John Maloney
627 Olive Street
Santa Barbara, CA 93101
P: 805.569.9216

BUILDING DEPARTMENT
1000 Spring Street
Paso Robles, CA 93446
805.237.3850

AGENCIES & UTILITIES - CITY OF PASO ROBLES

POLICE DEPARTMENT
900 Park Street
Paso Robles, CA 93446
805.237.6464

PLANNING DEPARTMENT
1000 Spring Street
Paso Robles, CA 93446
805.237.3970

FIRE DEPARTMENT
900 Park Street
Paso Robles, CA 93446
805.227.7560

PUBLIC WORKS

DEPARTMENT
821 Pine Street #A
Paso Robles, CA 93446
805.737.3996

SBC / AT&T
Service Center
800.310.2355 (Residential)
800.750.2355 (Business)

SOCALGAS
2240 Emily Street
San Luis Obispo, CA 93401
800.427.2200

UTILITIES DEPARTMENT
879 Morro Street
San Luis Obispo, CA 93401
805.781.7237
PG & E
406 Higuera Street
San Luis Obispo, CA 93401
805.546.5380

LANDSCAPE ARCHITECT
Pleine Aire Design Group
CONTACT: Kevin Small
3203 Lightning St., Ste.201
Santa Maria, CA 93455
P: 805.349.9695

CONTRACTOR
Wiemann G Construction
Greg Wiemann
3400 Stage Springs Rd.

Creston, CA 93432
P: 805.674.0125
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
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Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Arc hitec ts, LLP
G-011

GENERAL
NOTES2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N
TABLE 4.504.1
Adhesive Voc Limit - Less Water Less Exempt Compounds ( In Grams Per Liter ) ARCHITECTUAL APPLICATIONS VOC LIMIT (g/L less water)
Indoor Carpet Adhesives 50
Carpet Pad Adhesives 50
Outdoor Carpet Adhesives 150
Wood Flooring Adhesives 100
Rubber Floor Adhesives 60
Subfloor Adhesives 50
Ceramic Tile Adhesives 65
Vct And Ashpalt Tile Adhesives 50
Drywall & Panel Adhesives 50
Cove Base Adhesives 50
Multipurpose Construction Adhesives 70
Structural Glazing Adhesives 100
Single-ply Roof Membrane 250
Other Adhesives Not Specifically Listed 50

SPECIALTY APPLICATIONS
Pvc Welding 510
Cpvc Welding 490
Abs Welding 325
Plastic Cement Welding 250
Adhesive Primer For Plastic 550
Contact Adhesive 80
Special Purpose Contact Adhesive 250
Structural Wood Member Adhesive 140
Top And Trim Adhesive 250

SUBSTRATE SPECIFIC APPLICATIONS
80 30
Plastic Foams 50
Porous Material (except Wood) 50
Wood 30
Fiberglass 80

GENERAL CONSTRUCTION REQUIREMENTS

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.

33. 34.

35. 36.

37. After installing wall, ceiling, or floor insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer stating that the installation conforms with the requirements of Title 24 Energy Conservation Standards. The certificate shall also state the manufacturer’s name and material identification and installed R – Value.

All contractors and sub-contractors must have on file with the building department, a list of all such contractors and sub-contractors with appropriate current business license numbers.

All materials and workmanship shall be new and the best of its class and kind.

All piping in public spaces, except for the fire risers, shall be concealed throughout.

All reasonable effort shall be made by the contractor to minimize noise and other adverse impacts on the operation of adjacent businesses and residences. All construction parking and deliveries shall be confined to the site.

All sub trades and material suppliers shall have, in place, an approved OSHA safety plan prior to performing work or visiting the building site.

All subcontractors, related trades and supplies shall cooperate and provide an overall management of time and work progress so as no delays or loss of time will occur.

The general contractor is responsible for the overall coordination of the general contractor.

All trade names specified on any drawings, may be changed for another approved equal upon the expressed approval of the architect.

Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls will be rodent-proofed by closing such openings with cement mortar, concrete masonry, or similar method acceptable to the enforcing agency.

Before the building may be occupied, installation certificates for manufactured devices regulated by the appliance standards or certificates for manufactured devices regulated by the appliance standards of 2019 CMC and 2019 CBC, shall be posted adjacent to the building permit(s). Certificates shall:
- Identify features required to verify compliance with the appliance standards. -Include a statement indicating that the installed devices conform to the appliance standards and the requirements for such devices given on the plans and specification approved by the local enforcement agency.
- State the number of building permits under which the construction or installation was performed.

Contractor is responsible for scheduling inspections by the building department and other agencies as required.

Contractor shall follow all applicable industrial safety regulations. The local governing agency, owner, architect, and engineer are not responsible for the overall coordination & management of work.

Contractor shall obtain all necessary building permits from the local building department prior to construction. Contractor shall contact local building department for all required inspections. An approved set of plans shall be kept on the job site at all times.

Contractor to coordinate with the owner(s) regarding the selection of any items not specified in these plans, including but not limited to: Kitchen appliances, bathroom specialties, cabinetry, interior finishes, floor finishes, hardware and electrical fixtures.

Contractor to provide manufacturer instructions at job site for inspection.

Do not scale drawings. Written dimensions shall have precedence over scale of drawings. Dimensions are to face of footing or face of studs, unless noted otherwise.

Doors and windows between conditioned and unconditioned spaces shall be designed to limit air leakage into & from the building envelope. - Manufactured doors and windows shall have air infiltration rates certified by the manufacturer and not exceeding those shown in the regulations. - Site construction doors and windows, exterior joint and openings in the building envelope shall be caulked, gasketed, weather – stripped or otherwise sealed.

Exception Fire rated doors and windows, unframed glass doors, and exterior elevation shaft ventilation dampers are also not required.

Dust control shall be maintained to the satisfaction of the agency of record at the time of rough installation or during storage on the constuction site and until final startup of the heating and cooling equipment. All duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods accepteable to the enforcing agency to reduce the amount of dust or debris which may collect in the system.

Each contractor shall clean up and remove from the site all waste materials and debris which may be accumulate on the site or in the building. Final clean-up of all surfaces and removal of foreign substances from the job site is the responsibility of the general contractor.

In the event of found materials suspected to be of an archaeological or paleontological nature, all grading and excavation shall cease in the immediate area and the appropriate authorities to be notified by the contractor. Any finds shall be left untouched until an evaluation by a qualified archaeologist or paleontologist is performed.

It is the contractor’s responsibility to ensure that details required by the various codes, but not specifically in these plans, be completed according to the codes.

Larger scale drawings shall take precedence over smaller scale drawings. Details shall take precedence over plans and sections.

Mechanical equipment shall be screened with paint or building materials and colors complimentary to the building.

No work shall be performed from these construction documents until they are approved by the appropriate regulatory agencies.

Notes on drawings shall take precedence over separate specifications.

Nothing in these drawings shall be construed to permit an installation in violation of applicable codes and or restrictions. Should any changes in the drawings be needed in order to comply with applicable requirements, the contractor shall notify the architect at once and cease work on all parts of the construction which are affected.

Storm water drainage and retention during construction: Refer to civil and site plan for mandatory site development measures.

Sub-contractor shall provide Title 24 approvals & guarantees for all assemblies.

The bid submittal, by the contractor, represents that he is familiar with the local conditions under which the work is to be performed, and fully understands the facilities, difficulties and restrictions related to the execution of the work for this project.

The contract drawings and specifications represent the finished structure; unless otherwise shown, they do not indicate the method of construction. Each contractor shall supervise and direct his work and be solely responsible for all construction means, methods and procedures in accordance with generally accepted construction practices.

The contractor shall follow all applicable industrial safety regulations. The local governing agency, the architect, and the owner shall not be responsible for enforcing safety regulations.

The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the codes or of any other ordinance of this jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other ordinances of this jurisdiction shall not be valid.

This permit shall expire by limitation if work authorized under this permit is not commenced within 180 days from the date of issuance or if the work is suspended for a period exceeding 180 days after work has commenced.

This set of plans shall be on the job site at all times during construction. All work shall be done in accordance with the approved plans. No changes or revisions to the approved plans or specifications shall be permitted unless submitted to and approved by the building official. The issuance of a permit shall not prevent the building official from requiring the correction of errors or omissions from the approved plans and specifications.

Typical details shall apply to all possible conditions unless noted otherwise. Typical details and typical notes are minimum requirements to be used when specific conditions are not used otherwise.

Verification: The contractor is responsible for verifying all grades, flowlines, points of connections and dimensions prior to start of construction. Architect shall be notified of any discrepancies or changes in plans. Deviations by contractors are done at contractor’s own risk. In the event that any further data, information, or clarification of these drawings is required, it is the responsibility of the contractor to contact the Architect & inform her of any ambiguity, inconsistency, discrepancy, or error found within this set of drawings before continuing with construction.

Where a manufacturer is indicated for a specific item, install the specified item per manufacturer’s recommendations.

INDOOR WATER USE

1. 2.

3. 4.

5. 5.303.3 - Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 - WATER CLOSETS
The effective flush volume of all water closets shall not exceed 1.28 gallons per flush.

Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type Toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 - URINALS
WALL-MOUNTED URINALS: The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush.

FLOOR-MOUNTED URINALS: The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 - SHOWERHEADS
SINGLE SHOWERHEADS: Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

MULTIPLE SHOWERHEADS SERVING ONE SHOWER: When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

5.303.3.4 - FAUCETS AND FOUNTAINS
NONRESIDENTIAL LAVATORY FAUCETS: Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

KITCHEN FAUCETS: Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

WASH FOUNTAINS: Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 [rim space (inches) at 60 psi].

SUB-CONTRACTOR REPRESENTATION

1. 2.

3. 4.

5. 6.

7. Each sub-contractor shall be totally familiar with pertinent rules and regulations of government bodies having jurisdiction, state of labor, materials markets, and shall make due allowance for all contingencies. No additional charges will be allowed because of lack of such knowledge. The submission of the sub-contractor’s bid shall be taken as prima facie evidence of compliance with this condition.

Each sub-contractor shall thoroughly examine and be familiar with the drawings and related specifications.

The bid submittal, by the sub-contractor, represents that he is familiar with the local conditions under which the work is to be performed, and fully understands the facilities, difficulties and restrictions related to the execution of the work for this project.

The failure of any sub-contractor to receive or examine any form, instrument, or other document, or to visit the site as necessary, and become acquainted with the existing conditions, shall in no way relieve them from their obligations with respect to their bid or the contract. No additional charges will be allowed because of lack of such knowledge. The submission of the sub-contractor’s bid shall be taken as prima facie evidence of compliance with this condition.

The sub-contractor shall field certify all elevations, flow lines and points of connections before beginning work and shall notify the architect of any discrepancies.

The sub-contractor shall verify all dimensions before beginning any work and shall notify the architect of any discrepancies.

The sub-contractor shall visit the site before submitting his bids and verify all existing conditions.

FIREBLOCKING GENERAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
714.1.1 - DUCTS AND AIR TRANSFER OPENINGS
Penetrations of fire-resistance-rated walls by ducts that are not protected with dampers shall comply with Sections 714.3 through 714.4.3. Penetrations of horizontal assemblies not protected with a shaft as permitted by Section 717.6, and not required to be protected with fire dampers by other sections of this code, shall comply with Sections 714.5 through 714.6.2. Ducts and air transfer openings that are protected with dampers shall comply with Section 717.
714.4.1 - THROUGH PENETRATIONS
Through penetrations of fire-resistance-rated walls shall comply with Section 714.4.1.1 or 714.4.1.2.

EXCEPTION:

Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the annular space between the penetrating item and the fire-resistance-rated wall is permitted to be protected by either of the following measures:

1. In concrete or masonry walls where the penetrating item is a maximum 6-inch (152 mm) nominal diameter and the area of the opening through the wall does not exceed 144 square inches (0.0929 m2), concrete, grout or mortar is permitted where it is installed the full thickness of the wall or the thickness required to maintain the fire-resistance rating

2. The material used to fill the annular space shall prevent the passage of flame and hot gases sufficient to ignite cotton waste when subjected to ASTM E119 or UL 263 time-temperature fire conditions under a minimum positive pressure differential of

0.01 inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to the fire-resistance rating of the construction penetrated. 714.4.1.1 - FIRE RESISTANCE-RATED ASSEMBLIES
Through penetrations shall be protected using systems installed as tested in the approved fire-resistance-rated assembly.
714.4.1.2 - THROUGH PENETRATION FIRESTOP SYSTEM
Through penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water and shall have an F rating of not less than the required fire-resistance rating of the wall penetrated. 714.4.2 - MEMBRANE PENETRATIONS
Membrane penetrations shall comply with Section 714.4.1. Where walls or partitions are required to have a fire-resistance rating, recessed fixtures shall be installed such that the required fire-resistance will not be reduced.

EXCEPTION:

1. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by steel electrical boxes that do not exceed 16 square inches (0.0 103 m2) in area, provided the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645 m2) in any 100 square feet (9.29 m2) of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm).

Such boxes on opposite sides of the wall or partition shall be separated by one of the following:

1.1 By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud cavities.

1.2 By a horizontal distance of not less than the depth of the wall cavity where the wall cavity is filled with cellulose loose-fill, rockwool or slag mineral wool insulation.

1.3 By solid fireblocking in accordance with Section 718.2.1

1.4 By protecting both outlet boxes with listed putty pads.

1.5 By other listed materials and methods.

2. Membrane penetrations by listed electrical boxes of any material, provided such boxes have been tested for use in fire-resistance-rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall or partition shall be separated by one of the following:

2.1 By the horizontal distance specified in the listing of the electrical boxes.

2.2 By solid fireblocking in accordance with Section 718.2.1.

2.3 By protecting both boxes with listed putty pads

2.4 By other listed materials and methods.

3. Membrane penetrations by electrical boxes of any size or type, that have been listed as part of a wall opening protective material system for use in fire-resistance-rated assemblies and are installed in accordance with the instructions included in the listing.

4. Membrane penetrations by boxes other than electrical boxes, provided that such penetrating items and the annular space between the wall membrane and the box, are protected by an approved membrane penetration firestop system installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water, and shall have an F and T rating of not less than the required fire-resistance rating of the wall penetrated and be installed in accordance with their listing.

5. The annular space created by the penetration of an automatic sprinkler, provided it is covered by a metal escutcheon plate.

6. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by steel electrical boxes that exceed 16 square inches in area, or steel electrical boxes of any size having an aggregate area through the membrane exceeding 100 square inches in any 100 square feet of wall area, provided that such penetrating items are protected by listed putty pads or other listed materials and methods, and installed in accordance with the listing.
714.4.3 - DISSIMILAR MATERIALS
Noncombustible penetrating items shall not connect to combustible items beyond the point of firestopping unless it can be demonstrated that the fire-resistance integrity of the wall is maintained.
718.2.1 - FIREBLOCKING MATERIALS
Fireblocking shall consist of the following materials:

1. Two-inch nominal lumber.

2. Two thicknesses of 1-inch nominal lumber with broken lap joints.

3. One thickness of 0.719-inch wood structural panels with joints backed by

0.719-inch wood structural panels.

4. One thickness of 0.75-inch particleboard with joints backed by 0.75-inch particle-board.

5. One-half-inch gypsum board.

6. One-fourth-inch cement-based millboard.

7. Batts or blankets of mineral wool, mineral fiber or other approved materials installed in such a manner as to be securely retained in place.

8. Cellulose insulation installed as tested for the specific application. 718.2.1.1 - BATTS OR BLACKETS OF MINERAL WOOL OR MINERAL FIBER Batts or blankets of mineral wool or mineral fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. 718.2.1.2 - UNFACED FIBERGLASS
Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) measured vertically. Where piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. 718.2.1.3 - LOOSE-FILL INSULATION MATERIAL
Loose-fill insulation material, insulating foam sealants and caulk materials shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases.
718.2.2 - CONCEALED WALL SPACES
Fireblocking shall be provided in concealed spaces of stud walls and partitions, including furred spaces, and parallel rows of studs or staggered studs, as follows:
- Vertically at the ceiling and floor levels.
- Horizontally at intervals not exceeding 10 feet (3048 mm). 718.2.3 - CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES Fireblocking shall be provided at interconnections between concealed vertical stud wall or partition spaces and concealed horizontal spaces created by an assembly of floor joists or trusses, and between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations.

PLUMBING NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. All pipe systems must be supported according to guidelines for seismic restraint of mechanical systems and plumbing piping systems, most currently adopted edition, published by SMACNA and PPIC.

All plumbing fixtures and fittings shall be installed in accordance with the 2019 CBC and the 2019 CPC.

At penetrations through fire rated membranes not larger than a nominal four inch pipe size or sixteen square inches in overall cross sectional area containing noncombustibles , fill the void with an approved material to prevent the passage of flames and hot gasses, fire and smoke resistance of the filler material must be equal to or greater than the fire or smoke resistance of the surrounding membrane. The material must be a tested assembly approved by the fire marshal and it must provide the necessary 'T' or 'F' rating appropriate for the installation.

Gas piping materials shall be per 2019 CPC 1208.6. Water piping shall be per 2019 CPC 604.1.

Gas vents and non-combustible piping in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling.

Hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices per 2019 CPC 603.

Hot water lines shall be insulated.

If a sprinkler system is proposed, the contractor shall submit plans and calculations for fire sprinkler system per NFPA 13-D Standards and Specifications, to the fire department for review and approval prior to installation. Plumbing contractor to verify the local water main flow rate and static and residual pressure prior to the design.

The water service line from the street to the water meter must be sized to provide adequate flow and pressure to support the 13-D system. The system shall also meet all requirements set forth by 2019 CFC 903.3.5.

If water pressure exceeds 80 psi, a pressure regulator is required per 2019 CPC 608.2.

In showers and shower-tub combinations, control valves must be pressure balanced or thermostatic mixing valves per 2019 CPC 417.0.

Indoor water use shall be demonstrated by the prescribed method:

A calculation demonstrating a 20% reduction in building "water use" baseline as established in 4.303 per 2019 CalGreen Code shall be provided. The calculation shall be limited to water closets, urinals, lavatory faucets and showerheads.

Install plumbing fixtures at mounting heights and with anchorages recommended by manufacturer.

Install pressure relief valves with drain to outside at water heaters. 2019 CPC 608.

Insulation applied to piping in attic or wall cavities must be 1-1/2" thick with vapor barrier. Insulation must be one pound per cubic floor density and shall not exceed a flame spread of 25 & smoke developed rating of 50 when tested as a composite system including insulation, facing materials, tapes & adhesives as normally applied.

Minimum size for service risers for structures shall be 1" diameter. Materials shall be schedule 40 pvc or type "l" copper pipe, min.

Minimum slope of sanitary lines to be 1/4" per foot per 2019 CPC 708.

Plumbing contractor shall coordinate all piping and equipment installation with other trades and structural components prior to installation. Conflicts must be resolved prior to installation. Where conflicts exist, contractor is required to develop shop drawings to assist the architect with conflict resolution.

Plumbing loops shall be provided for water softeners, which may be exchange type only; irrigation and hose bibs are not to be served by water softeners.

Pressure test all water lines and gas lines prior to covering or closing in construction.

Refer to 'C-sheets' for connection to public utilities, if applicable.

Roof/deck drain and overflow piping within the building shall utilize approved drainage fittings. Roof/deck drains and overflows (fixtures) shall be IAPMO listed.

The contractor is required to seal all penetrations through fire walls, smoke walls, fire/smoke walls or ceiling assemblies with approved flame and smoke resistant sealant. Materials used for sealing must be approved by the California State Fire Marshal and installation must be according to the manufacturer's approved details.

The contractor must determine in advance of commencing work that existing water flows, pressures and invert elevations are sufficient to meet requirements of the project.

Trap primers shall be installed at all lavatories.

Water heater shall be strapped within 1/3 of the top and bottom of the heater and the straps shall be a minimum of 4" away from the water heater controls.

MAXIMUM FIXTURE FLOW RATE AT ≥ 20% REDUCTION
SHOWERHEADS 1.8 gpm @ 80 psi
MULTIPLE SHOWER HEADS Single valve not to exceed 1.8 gpm @ 80 psi LAVATORY FAUCETS, RESIDENTIAL 1.2 gpm @ 60 psi (1)
KITCHEN FAUCETS* 1.8 gpm @ 60 psi (3)
GRAVITY TANK-TYPE WATER CLOSETS 1.28 gallons/flush (4)
FLUSHOMETER TANK WATER CLOSETS 1.28 gallons/flush (4)
FLUSHOMETER VALVE WATER CLOSETS 1.28 gallons/flush (4)
ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.28 gallons/flush (4) URNIALS 0.5 gallon/flush

CITY OF PASO ROBLES GENERAL NOTES

1. 01. Contact the Public Works Inspection hotline within a 48 hour notice for any required encroachment permit inspections or final inspection.

02. Within city easements for connections to public utilities, water sewer, and fire service laterals, curb, gutter, and sidewalk, driveway approaches, sidewalk underdrains, storm drain improvements, street tree planting or pruning, curb ramps, street paving, and pedestrain protection or construction staging in the right-of-way.

03. All work located within the public right-of-way or within jurisdiction of the city utilities and public works departments shall comply with the most current edition of the Engineering Standards and Specifications.

04. Any sections of damaged or displaced curb, gutter and sidewalk or driveway approach shall be repaired or replaced to the satisfaction of the public works director.

GENERAL ARCHITECTURAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.

33. 34.

35. 36.

37. 38.

39. 40.

41. 42.

A Certificate of Construction: Compliance based on observation of construction shall be submitted to the building department and shall be signed by the contractor at the time of final inspection.

All concealed plumbing joints shall be non – slip connections.

All exterior and interior doors shall be standard height 6’8" unless noted otherwise.

Set all frames true and plumb. Fit all door hardware and remove for painting and staining. Max. floor level change is 1/2" (including threshold) at all exterior doors to landing unless noted otherwise.

All exterior swinging doors and windows shall be completely weather stripped.

All hallways to be a minimum of 36" wide finish to finish.

All hardware including (but not limited to) door latches, hinges, cabinetry hardware, light fixtures (color, type and finish), switch plates, outlets (color and type) shall be chosen by the owner. Owner shall verify all locations and heights of all outlets, lighting fixtures, etc.

All interior finishes, chosen by the owner, must conform to the requirements of Chapter 8 of the 2019 CBC & CalGreen Codes
All kitchen and bathroom fixtures and appliances shall be chosen by the owner.

All operable portions of window shall have bug screens, including sliding glass doors, unless noted otherwise.

All plumbing walls shall be 2 x 6 studs, min.

All stairways shall have a landing measured in the direction of travel equal to or greater than the width of the stairway to 44" max. All stairs shall have min. headroom clearance of 6'-8" above the nosing.

All tub and shower enclosures shall be tempered or safety glass.

All water closet compartments shall be min. 15" from its center to a side wall or obstruction or closer than 30" center to center to a similar fixture. The clear space in front of a water closet, lavatory, or bidet shall not be less than 24". No urinal shall be set closer than 12" from its center to a side wall or partition or closer than 24" center to center. [CPC 402.5]
All windows and sliding and swinging glass doors shall be dual glazed unless noted otherwise.

All windows and sliding glass doors shall meet the requirements of CEnC 110.6(a)1and shall be certified and labeled.

Any floor areas to receive carpet and pad or resilient flooring shall be left clean, dry, and dust free.

Enclosed usable space under interior stairway is to be protected on the enclosed side with (1) one layer 5/8" type ‘ x’ gyp. wallboard w/2 @ 16" o.c. nailers @ edge / field (solid blocked continuous).

Erosion and sediment control best management practices must be in place and functional prior to the first inspection. No inspections can be performed if they are not in place or have failed to provide erosion control.

Exterior swinging doors shall be equipped with a dead bolt, key operated from outside and manually operated from the inside without the use of a key or any special knowledge or effort.

Fireplaces shall have a minimum of 19’-6" from base of fireplace to top of chimney.

Chimneys shall be either 12"x12" clay flue tiles ( maximum 10"x10" I.D.) or round 10" I.D. clay or refractory flue tiles. A 10" round insulated "Class A" metal chimney (UL103HT rated) is also allowed.

Floor and wall finishes of closets to match that of the adjacent room unless noted otherwise.

For vinyl over wood floors, provide 3/8" particle board underlayment.

Gas vents and non combustible piping, in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling.

Toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors and walls shall have a smooth, hard, non-absorbent vertical base that extends upward onto the walls not less than 4 inches. [CBC 1209.2.1]
Heating and cooling equipment located in garage which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with pilots and burners or heating elements and switches at least 18" above the floor level.

Height to combustible materials above kitchen ranges shall be a min. 30" when unprotected, 24" when unprotected.

Inactive leaf of double doors shall have a hardened deadbolt top and bottom with 1/2" min. embedment.

Mechanical and plumbing systems are to be designed to meet T-24 Requirements.

Contractor shall install equipment that follows duct layout and meets the min rating as indicated in the Certified T-24 Documentation.

Min. net clear opening height dimension shall be 24", minimum net clear opening width shall be 20 inches. The net clear opening dimensions shall be a result of normal operation of the opening. [2019 CBC 1030.2.1] Maximum sill height for emergency egress windows to be 44" above finished floor. [2019 CBC 1030.3] If room is below grade, provide window well per 2019 CBC 1030.4.

Minimum headroom clearance for stairway should be no less than 80". This measurement is from a plane tangent to the stairway tread nosing per 2019 CBC 1011.3. The minimum clearance shall be maintained thge full width of the stairway and landing.

No construction materials containing asbestos may be used on this project.

Penetration of fire-resistant walls, floor ceilings and roof ceilings shall be protected as required in 2019 CBC 714.

Provide attic access for roof attics having over 30 inches clear height. Access opening to be a minimum of 20" x 30". Clear headroom of not less than 30 inches shall be provided in the attic space at or above the access opening. [2019 CBC 1208.2]
Provide gypsum board when required (1/2" over framing members with 16" o.c. spacing, 5/8" over framing members with 24" o.c spacing) with texture over assembly. Verify texture with owner.

Safety glazing requirements per 2019 CBC 2406 in areas subject to human impact.

Shower & tub shower combinations shall have individual control valves of the pressure balance or thermostatic mixing valve type.

Skylights shall be flat with clear or bronze glazing. Bubble or dome skylights with frosted or colored glazing are prohibited.

The building described on the following pages may be required to be equipped with a fire sprinkler system. Shop drawings shall be submitted and approved by the county building and fire department prior to installation of the system. System design shall meet all requirements of State Fire Marshall, NFPA and County regulations. Sprinkler shop drawings shall be submitted and approved prior to rough framing inspection.

The California Energy Conservation: Standards for residential buildings have been reviewed and the building described on these pages is in substantial conformance.

The Energy Pro by EnergySoft computer program has been used to perform calculations. This program is authorized by the CA Energy Commission for use with the second generation non residential building energy efficiency standards. Second generation residential occupancies, complying with this program conform to the results produced by the public domain point system.

The owner is to secure the proper occupancy permits prior to occupying the building.

Wall and ceiling materials shall not exceed the flame spread classification in the 2019 CBC Table 803.13. See 2019 CBC 803.1.2 for classification.

Water pressure in buildings shall be limited to 80 psi or less.

ENVIRONMENTAL QUALITY

1. 2.

3. 4.

5. 5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION.

At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.504.4.4 CARPET SYSTEMS:

All carpet installed in the building interior shall meet at least one of the following testing and product requirements:

1. Carpet and Rug Institute’s Green Label Plus Program;

2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350);

3. NSF/ANSI 140 at the Gold level or higher;

4. Scientific Certifications Systems Sustainable Choice; or

5. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database.

5.504.4.4.1 All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute’s Green Label program.

5.504.4.4.2 All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.6 RESILIENT FLOORING SYSTEMS, TIER 1:

For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following:

1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;

2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health’s 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;

3. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database; or

4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children’s & Schools Program).

5.504.4.6.1 VERIFICATION OF COMPLIANCE.

Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4 FINISH MATERIAL POLLUTANT CONTROL
Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products shall also comply with the Rule 1168 prohibitiobn in the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibition on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507

INDOOR AIR QUALITY

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

01. Whole House Exhaust Fans
- All dwelling units shall meet the requirements of ANSI/ASHRAE standard 62.2 ventilation and acceptable indoor air quality in low-rise residential buildings. - The whole house shall have an exhaust fan ducted to the outside with a minimum ventilation rate calculated according to ASHRAE standard 62.2 equation 4.1(a):

REFER TO FORMULA ON SHEET E1.0
- Ducting shall be sized according C. to ASHRAE standard 62.2 table 7.1. - One of the local exhaust fans in a bathroom or kitchen may be used, provided the exhaust fan meets the minimum ventilation rates for both the local and whole house ventilation requirements
- All continuously operating fans shall be rated at a maximum of 1.0 sone.

Intermittently operated whole-building ventilation fans shall be rated at a maximum of

1.0 sone.
- The exhaust fan control(s) used for whole-building continuous operation is labeled to communicate the required continuous building ventilation function and importance with a statement to make clear how the control (e.g., on/off switch) is to be operated.

At a minimum, the label should communicate: “to maintain minimum levels of outside air ventilation required for good health, the fan control should be on at all times when the building is occupied, unless there is severe outdoor air contamination.” It is recommended that the label text should be in bold type, placed on a white background, and no smaller than the equivalent of Arial 12 point type.

02. Bathroom Exhaust Fan
For the purposes of this section, a bathroom is a room which contains a bathtub, shower, or tub/shower combination.
- Exhaust fans that are ENERGY STAR-compliant , ducted and that terminate outside the building will be provided in every bathroom. (2019 CGC) - Specify CFM of the bathroom fan and it will be used for required whole house ventilation. Each bathroom shall be mechanically ventilated for purposes of humidity.

The minimum local exhaust rates hall be 50 cfm for intermittent ventilation or 20 cfm for continuous ventilation. (2019 CMC Table 403.7) (2019 CGC 5.506) - Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilations) and Chapter 14 (Exterior Walls).

03. Kitchen Exhaust Fans
Each kitchen shall have an exhaust fan ducted to the outside with a minimum ventilation rate of 100 cfm. The ducting shall be sized according to ASHRAE standard

62.2 table 7.1

04. Local Exhaust Fan
All ceiling mounted intermittent local ventilation fans have a sound rating of three sones or less at the required airflow rate. All intermittent local ventilation exhaust fans have been designed to be operated as needed by the occupant. At a minimum, a wall switch may be used. Alternatively, some other type of control such as shut off timers, humidity sensors, or occupancy sensors may be used.

Air inlets (not exhaust) shall be located away from known contaminants. Air inlets (not exhaust) shall be located away from known contaminants.

Air moving equipment used to meet either the whole-building ventilation requirement or the local ventilation exhaust requirement shall be rated in terms of airflow and sound.

Combustion appliances shall be properly vented and air systems shall be designed to prevent back drafting.

Mechanical systems supplying air to occupiable space through ductwork shall be provided with a filter having a minimum efficiency of MERV 6 or better.

The wall and openings between occupiable spaces and the garage shall be sealed.

HVAC systems that include air handlers or return ducts located in garages shall have total air leakage of no more than 6% of total fan flow when measured at 0.1 in. w.c. using California Title 24 or equivalents.

Ventilation air shall be provided directly from the outdoors and not as transfer air from adjacent dwelling units or other spaces, such as garages, unconditioned crawlspaces, or unconditioned attics.

MECHANICAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. Adjust equipment, ducts, necks, grilles and registers for proper volume and distribution of air: Air velocity passing through necks shall not exceed 800 fpm on low output setting.

All 90° turns in flex duct shall have sheet metal elbows.

All duct work to be ridged sheet metal and flex type in sizes to provide a complete, quiet air flow system with insulation R-value based on Table E 503.7.2 per 2019 CMC.

All flex duct shall be Class 1. Flex duct to be used at connection to grills only. Set back thermostats shall be 'honeywell' #T8082A or approved equal.

All mechanical work shall conform with the 2019 CMC based on 2018 UMC.

All penetrations through roof shall be guaranteed to be weatherproof.

All plenums exposed to outside shall be lined with 1" glass fiber.

All sheet metal to attic shall be wrapped with 1-1/2" fiberglass blanket.

All substitutions to be approved by owner and Architect.

Clearances for furnace and water heater shall be per 2019 CMC 906.7.

Clothes dryer shall be vented directly to the outside and shall be equipped with a backdraft damper. (2019 CMC-504.4)
Duct layout shall be submitted to the Architect in the form of shop drawing for approval.

Duct tape, meeting the requirements of UL181, 181A or 181B, shall be used or additional duct attachment devices will be required for installing mechanical ducting.

Gas vents and non-combustible piping in walls passing through three floors or less shall be effectively draft stopped at each floor or ceiling per 2019 CBC.

Mechanical contractor shall be responsible for complete system installation per all codes.

Mechanical contractor shall carefully coordinate mechanical installations with the general contractor, electrical contractor and plumbing contractor to assure adequate clearances for all installations within wall and floor framing space. Any conflicts or discrepancies shall be brought to the immediate attention of the architect for resolution prior to proceeding with work.

Plumbing contractor shall size gas line to FAU units per 2019 CPC within 36" of stub-out.

Pressure absorbing devices or approved mechanical devices are required on water lines, located as close as possible to quick acting valves, that will absorb high pressures resulting from quick closing of quick-acting valves.

Sheet metal ducts shall be fabricated in accordance with CMC and SMACNA standards.

Sheet metal ducts shall be fabricated in accordance with CMC and SMACNA standards.

Subcontractor shall provide duct and register layout for Architect approval.

The point of discharge of mechanical venting systems shall be at least 10 feet from any opening which allows air entry into occupied portions of the building (2019 CMC 407.2.2). Discharge shall be located at least 25 feet from exhaust outlets (2019 CMC 407.2.1)
The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities, & equipment platforms may not be used as plenums.

Water heater or furnace exhaust flues running up walls shall be type B, double wall metal vents, UL listed, installed with full clearance from combustible materials as recommended by vent manufacturer.

Where possible, combine vent runs to limit penetrations through roof.

TABLE 5.504.4.3
Architectural Coatings Voc Limit - Less Water Less Exempt Compounds (in Grams Per Liter) Coating Category VOC Limit
Flat Coatings 50
Nonflat Coatings 100
Nonflat High Gloss Coatings 150
Specialty Coatings
Aluminum Roof Coatings 400
Basement Specialty Coatings 400
Bituminous Roof Coatings 50
Bituminous Roof Primers 350
Bond Breakers 350
Concrete Curing Compounds 350
Concrete/Masonry Sealers 100
Driveway Sealers 50
Dry Fog Coatings 150
Faux Finish Coatings 350
Fire Resistive Coatings 350
Floor Coatings 100
Form-Release Compounds 250
Graphic Arts Coatings (Sign Paints) 500
High Temperature Coatings 420
Industrial Maintenance Coatings 250
Low Solids Coatings 120
Magnesite Cement Coatings 450
Mastic Texture Coatings 100
Metallic Pigmented Coatings 500
Multicolor Coatings 250
Pre-treatment Wash Primers 420
Primers, Sealers, And Undercoaters 100
Reactive Penetrating Sealers 350
Recycled Coatings 250
Roof Coatings 50
Rust Preventative Coatings 250
Shellacs
Clear 730
Opaque 550
Specialty Primers, Sealers, And Undercoaters 100
Stains 250
Stone Consolidants 450
Swimming Pool Coatings 340
Traffic Marking Coatings 100
Tub & Tile Refinish Coatings 420
Waterproofing Membranes 250
Wood Coatings 275
Wood Preservatives 350
Zinc-rich Primers 340
TABLE 5.504.4.5
Formaldehyde Limits - Maximum Formaldehyde Emissions In Parts Per Million Product Current Limit
Hardwood Plywood Veneer Core 0.05
Hardwood Plywood Composite Core 0.05
Particle Board 0.09
Medium Density Fiber Board 0.11
Thin Medium Density Fiberboard 0.13
TABLE 5.504.4.2
Sealant Voc Limit - Less Water Less Exempt Compounds ( In Grams Per Liter ) Sealants Current VOC Limit
Architectural 250
Marine Deck 760
Nonmembrane Roof 300
Roadway 250
Signle-ply Roof Membrane 450
Other 420
Sealant Primer
Architectural
Non Porous 250
Porous 775
Modified Bituminous 500
Marine Deck 760
Other 750
TABLE 5.504.4.1
Adhesive Voc Limit - Less Water Less Exempt Compounds ( In Grams Per Liter ) ARCHITECTUAL APPLICATIONS VOC LIMIT (g/L less water)
Indoor Carpet Adhesives 50
Carpet Pad Adhesives 50
Outdoor Carpet Adhesives 150
Wood Flooring Adhesives 100
Rubber Floor Adhesives 60
Subfloor Adhesives 50
Ceramic Tile Adhesives 65
Vct And Ashpalt Tile Adhesives 50
Drywall & Panel Adhesives 50
Cove Base Adhesives 50
Multipurpose Construction Adhesives 70
Structural Glazing Adhesives 100
Single-ply Roof Membrane 250
Other Adhesives Not Specifically Listed 50

SPECIALTY APPLICATIONS
Pvc Welding 510
Cpvc Welding 490
Abs Welding 325
Plastic Cement Welding 250
Adhesive Primer For Plastic 550
Contact Adhesive 80
Special Purpose Contact Adhesive 250
Structural Wood Member Adhesive 140
Top And Trim Adhesive 250

SUBSTRATE SPECIFIC APPLICATIONS
80 30
Plastic Foams 50
Porous Material (except Wood) 50
Wood 30
Fiberglass 80
MAXIMUM FIXTURE FLOW RATE AT ≥ 20% REDUCTION
LAVATORY FAUCETS 0.5 gpm @ 60 psi (1)
KITCHEN FAUCETS* 0.5 gpm @ 60 psi (3)
GRAVITY TANK-TYPE WATER CLOSETS 1.28 gallons/flush (4)
FLUSHOMETER TANK WATER CLOSETS 1.28 gallons/flush (4)
FLUSHOMETER VALVE WATER CLOSETS 1.28 gallons/flush (4)
ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.28 gallons/flush (4) URNIALS 0.5 gallon/flush
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
-Y
-
~
,/
.

Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Arc hitec ts, LLP
G-021
SOILS REPORT 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA PRELIMINARY DRAWINGS N O T F O R C O N S T R U C T I O N 03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
·Geotechnical Engineering and Percolation Report
Foe
Proposed Commerclal Building and Associated
Improvements
Theatre Drive - APN: 009-851·022
Paso Robles, California
March 8, 2022
Project Manager
A. Project Description
Man:h 8, 2022
H-211472
Prepared For:

Craig,Archer
)
By
Hallin Geotechnical, Inc. Atascadero, California

INTRODUCTION
H-211472
This report presents results of a Geotechnical Engineering and Percolation Study periormed for the proposed til
t-up concrete
commercial buildlng to be located at the southwest corner of Theater Drive and Nutwood Circle in the City of Paso Robles california. '

1. We antic:ipate that the site will be developed by grading minor cuts al'd fills to construct a relatively level building pad.

2. The prnposed commercial bullding will be a concrete tilt-up structure with an approximate 4,700 sq. ft. footprint. The structure is to be of reinforced concrete construction supported by a con,,.entional perimeter footing/slab-on-grade foundation system . Related improvements will include a new parking lot and driveway, on- site infiltrator drainage system and connection to utilities present at or near the property.

3. Structural considerations for maximum wall loads of 3.0 kips per lineal Foot and point loads of 30 kips were used as a basis for the recommendations of this report. If actual loads vary significantly from these assumed loads, this firm should be notified as re- evaluation of the recommendations contained herein may be necessary.

B. Purpose and Scope of Work
The purpose of the geotechnical investigation that led to this report was to evaluate the soil conditions of the site with respect to the proposed commercial building. These conditions include surface and subs_urface soil types, expansion potential, and settle ment potential,
beanng capacity and the presence or absence of subsurface water.

The scope of our work included:

1. Reconnaissance of the site.

2. Drilling, sampli
ng and logging from 8 borings to Investigate soils
and groundwater cond
itions.

3. Laboratory testing of soil samples obtained from subsurface exploration to determine their physica l and engineering propertres.

4. Geotechnica l analysis of the data obtained.

5. Consultation with owner representatives and design profession als.

6. Preparation of this report.
3 March 8, 2022 H-211472
Contained in the report are:

1. Discussions on local soil and groundwater conditions.

2. Results of laboratory and field tests.

3. Conclusions and recommendations pertaining to site grading and structural design.

4. The stabilized percolation rates.

C. Site Setting

1. The site of the proposed development Js located at the southwest com er of Theater Drive and Nutwood Circle in the City of Paso Robles, California.

The geographical coordinates of the
project site are 35°34'41.21"N and 120°41'52.30"W at an elevation of 791 feet above mean sea level, {MSL). A Vicinity Map is provid@d in Appendix A.

2. The site is currently vacant and relat
ively level with several
stockpi!es of fill which
the source(s} are unknown. Weeds to 12
inches In height are
present ilt the site. The area of the property
at the r.orner of Theater Drive ;;ind Nutwood Circle was pre,,. iously used as a manufactured home sales facility and is current ly
vacant.

SOIL CONDITIONS
A. E,,.aluatlon of the subsurface indicates that soils are generally soft and moist slfghtly silty sands underlain by soft .ind moist Slightly silty sandy clays transitioning to firm silty sands and gravels 1,,1nderlain by moist very Silty clayey Stlnds with minor gravels.

6. Soils encountered at approximate bearing depths are characterized as loose and inadequate for bearing and should be designed as Site ClassifiCQtlon D ln accordance with the local build
ing code.

C. Expansion determination indicates that t he bearing soils, after Importing non -expansive soil$, will resul t in the "Very Low" expansion potential range.

D. Groundwater wa$ not encou
ntered to a maximum depth of 20 feet
below exist
ing grade.

LIQUEFACTION
A. Earthquake-Induced vibrations can be the cause of several significant phenomena, including liquefaction In fine sands and silty sands . liquefaction results in a complete loss of strength and can cause structu
res to settle or even overturn if it occurs in the
bearing 2one. If liquefaction occurs beneath sloping ground, a phenomenon known as lateral spreading can occur.
4 March 8, 2022 H-211472
Liquefaction Is typically limited to the upper so feet of the subsurface soils and to soils that have a relative density or less than 70%. B. B~s~d on the site characteristics and the sol ls encountered at the s~te, it 1s our opinion that the potenti,d for liquefaction Is low at th is site.

PERCOLATION TESTING
Percolation testing was performed at the site in accordance with the Sta~dard!i set f_orth. by the City of Paso Robles, California. Four (4) borings were drilled 1n the proposed area of the infiltrator system with th eir approximate locations shown on the Site Map in Appendtx A. The bor1~9s were pre-saturated and subsequently tested. The resulting stabilized percol;;ition rates are as f<1
llows:

TEST NO. DEPTH(I~ RATE (MIN.IINCH) A 80 25
B 70 30
C 72 30 D 69 25
Based on the resultin~ p~rcolatlon rates at the represented depths, we reco~mend that the 1_nf1ltrator drainage system be designed using a stabilized rate of 30 minutes per inch.

A representative sample was obtalned from the area of the proposed leac~ field. A sieve
analysis resurted in greater than 10 percent
passing the No. 200 screen.

CONCLUSIONS AND RECOMMENDATIONS
The_ site ls suitable for the proposed development from a geotechnical engr~eer!ng stan
dpoint provided the f'ecommendations contained
herein are properly implemented into the project.

A. Grading

1. Genera/ Grading
a. Grading_, at a minimum, should conform to Chapter- 18 and Appendix J of the 2019 Californfa Building Code.
b. The existing ground surface should be in itially prepared for grad!ng by removing all vegetation, trees, large roots, de~ris, non-complying fill and all other organic material.

Voids created by removal of such material should not be backfilled unless the underlying soils have been observed by a representa tive of this fi
rm.
5 March 8, 2022
H-211472
c. The bottom of all excavations shoul d be observed by a rei:,resentative Of this firm prior t:o processing or placi ng fill. d. Fill and bac
kfi ll placed at near optimum moisture in layers
with loose thickness not greater than 8 inches shou
ld be
compacted to a minimum of 90% of maximum dry density
obtainable by the ASTM D 1557 Test Method.
e. Import soils used to ;aise site grade should be
equal to or
better than on-site soils in strength, expansion and
compressibility characteristics. Import soils can be
evaluated, but will not be pre-qua
lified by the geotechnical
engineering firm. Final comments on the characteristics of the import soil s wm be offered after the material is at the project site.
f. Roof dra
ining systems should be designed so that water is
not discharged onto bearing soils or near structures.
g. Final site grade should be such that
all water is diverted
away from the structure and is not allowed to pond. The gro,,mc;I immediately adjacent to the building shal l be sloped 5% for a minimum distance of 10 feet measured
perpendicular to the face of the wall. All diverted w<1ter is to be directed to a n approved drainage facility. Alternatlve grading methods can be found In C.B.C. Section 1803.3.
h. We recommend that this firm be retained to provide
intermittent geotechnical engineering services during site development, grading and founelation construction phases of the work to obseri1e compliance with the design concepts, specifications and recommendations, and to al
low design
changes in the event that subs
urface c.onditions differ from
those anticipated prior to the start of construction.

I. Plans and specifications should be provided to this f1 rm prior to grading . Plans should include t he grading plans, and foundation detaus. Structural loads should be shown on the foundation plans.
j. 5houlel soils become unstable during grading due to
excessive subsurface moisture, alternatives to correct Instability may include aeration or the use of gravels and/or geotextl\es as stabilizing measures. Recommendations for stablllzation should be provided by this firm as needed during construction.

March 8, 2022

2. Site Grading/Development
Grading Building Pad
6 H-211472
a. The primary concerns from a geotechnical engineering standpoint are the soft near surface moderate to highly expansive clays. To provide more uniform bearing
conditions, to prevent excessive and/or differential
settlement and to provide a non-expansive building pad
over-excavation and re-compaction will be necessary. To mitigate the potential of the effects of the expansive clays and to construct a non-expansive pad, we recommend that the building area, extending to a distance of 5 feet beyond the building perimeter be excavated to a depth of 4 feet be
1ow finish pad grade or ex
isting grade, whichever is
greater. The non-expansive soil should also indude the
proposed loading dock of the structure. The soil should be replaced with a non-expansive
(E.I.<10) soil. The exposed
surface of the excavation shou
ld be scarified to a depth of 1
foot, moisture conditioned to 2% to 3% above optimum
moisture content and re-compacted. The non-expansive soi l should then be placed in thin lifts, mo
isture conditioned and
compacted to a minimum of 90% of maximum diy density
to finish subgrade elevation. The intention of these
recommendations is to provide a min
imum of 4 feet of nonexpansive soil under the structure. A representative of this firm should be notified to provide testing and
observation services during construction in order to
verify the intent of these recommendations.
b. Areas outside of the building envelope to receive fill, exterior slabs-on-grade, sidewalks and areas to be paved should be over-excavated to a depth of 1 foot. The exposed surface of the excavation should be scarified, moisture conditioned and re-compacted to a minimum of 90% of maximum dry
density. The previously removed material should then be replaced in thin lifts, moisture conditioned and re-compacted to a minimum of 90% of maximum dry density or 95% of
the top 12 inches for areas to be paved.
c. Alt
hough not encountered in our borings, should any trash, debris or subsurface structures be encountered during
grading, removals w111 be necessary to adequate depths and horizontal llmlts as ,ecommended by
this firm at the time of
grading.
7 March 8, 202.2

3. Slope Construction a. Although not anticipated for this proje ct 1 any hillside grading
and construction of any fill slopes should conform to the minimum standards in Chapter 18 of the California Building Corje, It is recommended that a representat!v@ of this firm review the grading plans prior to grading and site
development.
b. Fill slopes should be keyed and benched into firm natural ground when the existing slope to receive fill is 10:1, hortzontal to vertical, or steeper. The keys should be sloped lnto the heel of the keyway at a
minimum gradient of 2%,
Should be a minimum of one equipment width (min. 10 feet wide), and should extend a minimum of 3 feet deep at the outside edge.
c. Fi ll slopes should be overfilled, compacted and cut back to planned configurations. This will yield better compaction on the slope faces than other methods.
d. Lined drainage swales and down drains should be provided at the tops of all cut and fill slopes to divert drainage away from the slope fa ces.
e. Cut and fill slopes should not be construct
ed steeper than
2 :1 (horizontal to vertical). Setbacks of structures from slopes should be maintain@d in accordance with the C.8.C.

4. Utility Trenches
a. Utility trench backfill should be governed by the provisions of this report relating to minimum compaction standards. In general, service lines inside of the property lines may be backfill ed with non•expansive soils and compacted to a minimum of90% of maximum dry density.
b. Backfill of offsite service lines will be subject to the specifications of the j urisdictional agency or this report, whichever is more stringent.
c. A representative of this firm is to monitor cornpllance with these recommendations.

B. Structural Design

1. Seismic Design Conditions
The followi ng estimated ground motion parameters have been established using the methods outlined in the 2019 California Building Code with reference to the acceleration contour maps provided by the U.S. Geological Survey (USGS) and the National Seismic Hazaf'd Mapping Project (NSHMP).

B
March 8, 2022 H-211472
These ground motion parameters represent the Maximum
Considered Earthquake (MCE) spectral response of seismic events experiencing 5 percent damped acceleratio n and having a 2 percent probability of exceedance within a 50 year period.

TABLE Bl.a
20L9 CAUFORNIA BUILDING CODE SEISMIC PARAMETERS

PARAMETER VALUE
Site Class D
Short Period Soectral Acceleration, Ss 1.111
1-Second Period Spectral Acceleration
s, 0.408
Short Period Site Coefficient, Fa 1.2
1-Second P<!riod Site Coefficient. F11 N/A
Adiusted Short Period Sncoctral Acceleration Sms 1.333
Adiusted 1-second Period Soectral Acceleration, Sm1 N/A Short Period Design Spectral Acceleration, Sos 0.889
1-Seoond Period Desian s ctral Acceleration, 501
N/A

2. Foundations
a. Conventional continuous footin9s may be used for support of the structure. Footings should bear entirely in to firm recompacted non-expansive soils to be tested and approved by this firm.
b. Conventional continuous footings may be designed based on an allowab
le bearing value of 2000 psf.
c. Allowable bearing values are net (weight of footing and soils surcharge may be
neglected) and are applicable for dead
plus reasonable live toads . Bearing va lues
may be increased
by one-third when transient loads such as wind and/or
seismiclty are incorporated into designs using the alternate load combinations in 2019 CBC Section 1605.3.2.
d. Lateral loads may be resisted by soi l friction on floor slabs and foundations and by passive resistance of the soils acting on foundation stem walls . Lateral capacity is based on the assumption that any required backfill adjacent to
foundations and grade beams is properly compacted.
e. For structures to be constructed above slopes, the outside faces at the bottom of footings should provide a minimum hol"lzontal distance of 5 feet from the slope face.
f. Conventional continuous footings for buildings where the ground surface slopes at 10 : 1, horizontal to vertical, or steeper should be stepped so thJt both top and bottom are level.
9 March 8, 2022
H-211472
g. Reinforcement of footings ·bottomed in soils in the ''Very LowN expansion range should be designed by the Project
Struc~ural Engineer or Architect. Soils should be moistened immediately prior to placement of concrete. h. Foundation excavations should be observed by a
re~resentative of Hallin Geotechnical, Inc. after
excavation but prior to placing reinforcing steel or
forms.

3. Slab-On-Grade
a. Concrete slabs should be supported by compacted structural fill as recommended earlier in this report.
b. We recommended that perimeter slabs (walks, patios, etc.) be designed relatively independent of footing stems (i.e. free floating) so foundat
ion adjustment will be less likely to
cause cracks.
c. Slabs should be underlain with a minimum of 2 Inches of clean and free draining sand over 4
inches of 3/4 inch
crushed gravel. Areas where floor wetness would be
undesirable should be underlain with a
moisture barrier
{min. 10 mil. vlsqueen) to reduce moisture transmission from the subgrzide soils to the slab. The barrier should be placed between the sand and gravel or as recommended by thP. Project Engineer or Architect.
d. Reinforcement and slab thickness should be determined by the Proj ect Structural Engineer or Architect.
e. Soils underlying slabs in the "Very Low" expansion range should be moistened prior to placement of concrete.
4 . Fr
ictional and Lateral Coefficients
a. Resistance to lateral loading may be provided by friction acting on the base of foundations. A coefficient of friction of

0.35 may be applied to dead load forces. This value does not include a factor of safety.
b. Passive resistance ac
ting on the sides of foundation sterns
equal to 250 pcf of equivalent ft uld weight may be
included
for res1st,;1nce to
lateral load.

This value does not
include a factor of safety, However,
when passive resistance is used in conjunction with friction, the coefficient of friction should be reduced by one-third in determ ining the total lc1teral resistance.
c. A one•thlrd Increase in the quoted passive value may be used when considering transient loads such as wind and
seismicity.

March 8, 2022 H-211472 5. Settlement Considerations
a. Maximum e:xpected settlements of Jess than ½ inch can be ;;inticipated for
foundations and floor slabs designed as
recommended.
b. Differenti
al settlement between adjacent load bearing
members should be less. than one-half the total settlement. c . The majority of settlement should occur during construction.

Post construction settlement should be minim,:31.

6. Retaining Walls
a. Conventional CcJ
ntilever retainfng walls bearing in soil s
prepared In .accordance with Section A-2 of this report and backfilled with comp.acted on-site soils may be desig
ned for
the lateral pressures listed below:

ACTIVE CASE 35 PCF
AT REST CASE 55 PCF
PASSSCVE CASE 250 PCF
MAXIMIM TOE PRESSURE 2000 PSF
COEF. OF SUDING FRICTION

0.35 b. In addition to the static soil pressures described above, it is Important to note that the active pressure condition will only fully develop if the retaining wall structure Is allowed to move a sufficient distance. The necessary lateral
movements required to establish the active pressure
condition are shown as follows:

Non-Expansive Granular Soil
Expansive Cohesive Soll

0.001H - 0.004H

0.01 H - 0.04H
"W represents the height of the wall . At-rest pressures should be used for design purposes where retaining wall systems connected Of' adjacent to building structures would be adversely affected by the above referenced lateral
displacements.
c. Retain ing wal l conditions requiring additional seismic design load values should be reviewed by this firm pr
ior to
establishing the appropriate seismic design parcimeters. d. The pressures listed above were based on the assumption that backfilled soils will be compacted to 90% of maximum dry density as determined by ASTM D 1557 Test Method .
11 March 8, 2022
H-211472
e. f.
g.
h.

The l~tera l earth pressure to be resisted by the retaining walls or
similar structures should include the loads from any
structures or temporary loads that influence the wall design.

A back dra
in or an equivalent system of backfil l drainage
should be incorporated Into the retaining wall design , Should an active sump dra
inage system be required, the project
Civil Engineer should be consulted for further design
corisiderations. Backfill immed
iately behind the retaining
structure should be a free-draining granular material.

Alternatively, the back of the wall could be lined with a geodrai n system .

Compaction on the uph ill side of the wall within a horizontal distance equal to one wa ll height shou
ld be pertormed by
hand-operated or other lightweight compaction equipment.

This is
intended to reduce potential "locked-in" lateral
pressures caused by compaction with heavy
grading
equipment.

Water should not be allowed to pond near the to p of the wal l. To accomplish this, the final backfill site grade should be such that all water 1s diverted away from the retaining wall.

ADDITIONAL SERVICES
This report is based on the assumption that an ,;rdequate program of monitoring and testing will be performed by Hallin Geotechnical, Inc. during construction to ve.rify compliance with the r-ecomrnendatians offered in this report. The recommended tests and observations include, but
are not necessarily limited to the following:

1. Review of the bullding and grading plans during the design phase of the project.

2. Observation and testing during site preparation, grading, placing of engineered fill, and found.:ttion construction.

3. Consultation as required du ring construction .

LIMITATIONS AND UNJFORMITY OF CONDITIONS
The analysis and recommer1dations submitted ln this report are based In part upon the dat,;1 obtained from the borings drilled on site.

The nature and extent of variations between and beyond the borings may not become evident until construction.
12 March 8, 2022 H-211472
If variations then appear evident, it may be necessary to re-evaluate the recommendations of this report.

The scope of our services did not include environmental assessment or geological study. The scope of services did not include investigation for tile presence or absence of wetlands, hazardous or toxic materials in the soil, surface water, groundwater or air.

Any statements in this report or on the soil boring logs regarding odors, unusual or suspicious items or conditions observed are strictly for the information of the clfent.

Findi11gs of this report are valid as of this date, however, changes in a condition of a property can occur
with passage of time whether they
be due to natural processes er works of man on this or adjacent properties. In addition, changes in applicable or appropriate standard may occur whether they result from legislation or broadening knowledge. Accordingly, And
inys of this report may be invalidated
wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of two (2) years.

In the event that any changes in the nature, design, or location of the structure and other improvements are planned, the conclusions and recommendat
ions contained in this report sh.311 not be considered valid unless such changes are reviewed and
the conclusions and
recommendations within this report are verified or modified in writing.

This report is issued
with the understanding that it is the responsibility
of the owner or his r-epresentatlves to ensure that the Information and recommendations offered herein are incorporated into all project specification~ and plans and are brought to the attention of the Project Engineers and/Or An::hitects.

It Is also the responsibility of the owner or his representatives to ensure the information and recommendations offered herein are lncorporated Into the proJect p1ans ana specitl cations and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field.

This firm has prepar
ed this report for the exduslve use of the client
and authorized agents. This report has been prepared in accordance with generally accepted geotechnlcal engineering practices. 13 )
/ :

I
'
-,·,1' ' .
>
'
'- :

Is:--~'·'
,..--,,' f,f
1-'vcl)
APPENDIX A Vicinity Map
Site Plan
F'feld Investigation
Boring Logs
Unified Soll Classification

VICINITY MAP

PROPOSED COMMERCIAL BUILDING
& RELATED IMPROVEMENTS
THEATRE DRIVE; APN: 009-851-022

PASO ROBLES, CALIFORNIA
PROJECT NO.
f-71 :
1 ·,
,--JI l 1- - -L ' ' 0/1
-:Il,";,t,/1!"--~--- .,! I

SITE MAP
H- 211472
P~OPOSED COMMERCIAL BUILDING &

RELATED IMPROVEMENTS
THEATRE DRIVE; APN: OOSl•B!il-022

PASO ROBLES, CALIFORNIA
• - APPROX. LOC,f,TION 01- BOR:INW
{NOT TO SCALE)
PROJECT NO, H•211472
Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 stud io2G Arc hitec ts, LLP
G-022
SOILS REPORT 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA PRELIMINARY DRAWINGS N O T F O R C O N S T R U C T I O N 03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
A-1
FIELD INVl:STIGATION
A. The borings were drilled to a maximum depth of 20 feet below the existing ground surface to obServe the soil profile and to obtci in
samples for laboratory analysis. The borings were drilled on Janu.:1ry 261 2022 using a Giddings model XHDGSRPS truck mounted drill rig . The approximate locations of the borings were determined In the field by pacing and sighting, and are shown on the Site Plan In thl~ Appendix.

B. Bulk samples of the soils encountered wei-e gathered from the auge.- cuttings.

C. The final logs of borings represent our interprett:ition of the contents Of the field logs and the results of laboratory t esting performed on the samples obtained during the subsurface investigation. The final logs are induded in this Appendix.

HALLIN GEOTECHNICAL, Inc.

LOG OF BORING
Site Location: Paso Robles, CA
Driller/Helper: DH/MW
Theatre Drive; APN : 009-851-022
BORING NO. 1
Pwject No. H-211472
Rig Type: Giddings
Auger Diameter: 6n
D.flte: Jan ua1 26 202 2
Oep1h Bag !B
lows p rilling
It) Samele ~•
c~ n~
""'' Moisture Desaintioo uses SoU ID
0 •
• ft
5 . Firm
10 .
15 2()
25 30
35 40
GROUNDWA'tER Time Oepth N.E. Site Loc<'!tlon; P:!150 Robles, CA Driller/Helper: DH/MW
Rig Ty~: Gidding!i:

Auger Dlamel~r; 6"
Dtc1
e : J an
uar 262022
Dep~
"""
B~ M pilling ft.i sa-, ,-~ comme
nts
0 Solt •
5 Flnn
10 ~
15 I
20 .
25 3-0
35 40
GROUNDWATER Time Depth N.E.

Moist C brown sliuhdy siltv med
ium to COOl"Sl3" sand,
Derk browri S!!![ sandv dav
o~ LKl
hl brown s1,.I fine to ooal'3e sand w! i:iraval
Moist
Brown
" C :sand w/
minorgra11el
I
Total Dej)(tl- 20'0"
Groundwater Nol Encountered
I
SAM~LETVP'I; u ~u.-.:1I~1 11rt,,,,;1 nn~ 'l<l
mP~
S=Srv>der-d ~ ~l:T.!ltfon woo
T=Shclby llibc I J 3" [ ] Ot
he,-:

HALUN GflOTECHNICAL, 1r1c.

LOG OF BORING
SM A1
CL C1
SM A2
Ml A3
Theatre Drive; APN 009-651-022
BORING NO. 2
Project No. H-211472
votds ~Oisture
~lion
"" brown
sll~ v sll!v medium to ma~ sands
Dark trown ~ttv sandy Cle!{
LiQht brQW(l si tine to GOar.:;e sand
wl Qr.1'181
wn ve!Y !Si!!): ci!!le\i: sand w/ millOf gravel
Total • 12'0"
Ground'Nater Not EllCOUfllered
SAMPLE: lYl'i; u ~l,Jnd,""'1rl>@d rln 9 sam
p le
S= SGncfan:1 penetration tubo!!
T• Shelby tllbe [ I
3 " I I Oltier,
uses Soil 10
SM Al
CL IC1
SM A2
-

SM/SC AJ
HALLIN GEOTECHNlCALr I nc..

LOG OF BORING
Site location: Paso Robles, CA
Driller/Helper: DH/MW
Theatre Drive; APN: 009-851-022
BORING NO. 3
Pn,ject No. H-21147l
R.ig Type: Giddings
A1,1ger Diameter: 6n
D
ate: Januar 26 2 02 2
Depth Bag Blows Drilling
tt.) Same
le
,-,It i...nmmanl$
-,
Soft
5 Stff Firm
10 f--
15 20
25 30
35 40

GROUNDWATER
Time Deptn
N.E.
""' Mo
isture Ch:is,;;
riDlio"
Moist Or~
nac brown slkih.!!}- si!y medium to coarae sand
D.ark brown $.lllv r.aajy d
- Brown verv si clavey S3nd wl rrinor ora
vel
TOl81 Cle!,"!th
12·0'
Grouru::iwater Not En,;o,,mtered
5AM~TYPE
U=Undisturl,ed ling sample
s- standard pcnetrntlon tube
T~snelby tube []3~
[ )Ottier:

HALUN GEOTECHNICAL, Inc:.

LOG OF BORING
uses Soll
ID
SM A1
CL
c,
MIS ..,
I
Site Location: Paso Robles, CA
Dril ler/Helper: DH/MW
Theatre on ... e; APN: 009-851-022
BORING NO. 4
Project No. H·:211472
Rig Type; Gidd ings
Auger Diameter; 6u
D a t e: J anucr 26 202.2
Depth
Bag Blow!> Drilling
ft.) Sam[!e
i~rft
Immments
aids M::listure Desc:rii:,tion uses 0 ,t Ora brown sliah silty medi1,1m to ooarse saM SM Soft brown S:!!!l': sandv dav CL 5 Stiff
~sUrllda sand
w/ minor wl S<
Finn
10 Total Deulh 12
'0"
Groundwatef Nat E11COUntered
15 20
25 I
30 35
40 GROUNDWATER
SI\MPLE TYllE Time u.,pih N,E, U•l,Jnd,sturb.ed ri, ~
"" mple
~=Shln~rd ~rl<.."'11~ti11n tu~
T=Sh\ll~y lubt!
MA:lOR DIVl$lONS
COARSE

G'-'JNEO
son.s
GRAVEL
AND

GRAVELLY
SO!l.S
MORETrlAN 50'l, OF~
l'MCTlON "1!!"fl.....,,_l!Ll
ON tto. -4 ~ ·SAND
AND
M~T!WlstP'- SANDY
C!'MA~IS SOILS
Lum, TIWI !lORE 11-WI S¢'!i,
lfCI. ID:>== Ol'"CJA;;;S!
FINE

GRAINED
sons
"IOll.5:Tai-'.NSOO..

OfJl!A"fp!W_IS
9'1,!,Ll.B_TrWI
NO. ~00 S!c>'E SIZ!:

Fi'.<..'"i!ON p~
ON~.4Sil:V?
-SILTS
AND
CLAYS
HIGHLY O~GAN!C son.s
._...,NOTE; DUAL SYM501..S A.."lE USED TO lNDICA~ 80
[JY [)Othe,,
~N !l>IIO ~ ID!U C..IO-
" ---·---,;;,:,r,:...
....-,~,r.ruma:.oi;,e:
=-r -= ~-
- ...... ~-- =-
"" =~
"" ----~
IWES.lm'l.[allODIE
..
~--
-=,..,l'lll5
- """"-~-~
"' c..ll"c>";wc::s.~T~
_:;;;;o:;;_...,.,__ ... """"'..,,.._~Clll.,__.,.,,,._...,. ... ~..,_..,,...,.,s=~.-.;n-
-..::c.,,;-e,u,,,,,,_
~ .-u.=,.aa-...J.l".=-
ru,r,;, =-a.as."'""=
~
.........,,,.._,..,..,,_,__=
~,;l.(M""-',Si>:m
- ~=~ "" -~....,.,,_,Ill.SU"!,..,_,,
"'
~="''"""'-~- ~=
~ ~= IFJIED:Xnl!C91
"~-""""""~
"' 1'5'1., IULS.-JCUwrn,
!NE: SOTI.. a..ASSL-!CATI0!-15
Soil ID A1
C1
I
A3
APPENDIX 8
Labori;ltory Testing
Test Results
Bench & Keyway Detail
Transition Lot Detail
B-1

LABORATORY TESTING
Samples were reviewed along with field logs to determine which would be analyzed further. Those chosen for laboratory analysis were considered represen tat ive of soils that would be exposed and/or used du
ring grading, and those deemed to be within the
influence of the proposed structure. Test results are presented in this Appendix.

In-situ Moisture Content and Unit Dry Weight for the ring samples were determined in general accordance with ASTM D 2947.

Expansion Index test were performed on bulk soil samples in acco rdance with the ASTM Test Method.

The samples were
surcharged under 144 pounds per square foot at moisture conten t of near 50% saturation. Samples were th en submerged in water for 24 hours and the amount of expansion was recorded with a dial Indicator.

Maximum density was performed to est
imate the moisture-density
relationship of typical soi l materials. The tests were performed in accordance with ASTM designation D 1557-88. B-2

TEST RESULTS
Boring Depth 1@0·-1· l@l'-6'
1@6'-12 ' 1@12'-20' Soil Type Al Cl A2 A3 uses SM SM/CL SM SM/SC Maximum Dens:ity (pcf) 128.4 116.0 121.7 119.6 Optimu m Moisture(%) 10.6 14.2 11.0 12.1 Expansion Index 0 73 0 52 Attachment 9

City Council Agenda June 20, 2023

END SIDEWALK

CONSTRUCTION
so·~+----

RELOCATED

DRAINAGE BASIN
{SEE DRAINAGE PLAN

FOR DETAILS)
I
/ l
t
ffi
[l_ (D /
I
a.u I
VAR. CUT FROM PROPERT
LINE TO BACK i CURB
vJ
\
10+9.3.20
I
.
\
a· -l
M/ d . (
I •
I
-wNfJTWOOD CIRCLE
+-

7.69'
-1.37,r;
-1.741!
65'

PCC TRAILER
PARl<_ING SLAB
-·'-
------
=i=

90.47 ------
--------...____ - -
------------
/
\
·-
___ \ __ _
) ------'-..,,-----!] -------[l /
\

UNDERGROUND SERVICE ALERT
DIAL 811

TWO WORKING DAYS

BEFORE YOU DIG
\
10+,oo
C7
,- I
EXIST 8" PVC WATER LINE
I
. \
(_ '
-1.49~
\
>--
0 \,
0 40-' --..::J;
\ I
I
\ I
\\
•.I
I
..
/\
9+oo S88"26'05"E ~---,-
..
\ \
/
I
I
I
\
121.89,
!INFILTRATOR SYSTEM I
.

I
_)
SIDEWALK NOTE:

NEW SIDEWALK SHALL BE CONSTRUCTED ADJACENT

TO THE EXISTING CURB AND GUTTER IN

NUTWOOO CIRCLE FROM THE CURB RETURN

ON THEATRE DRIVE TO THE WEST PROPERY
LINE AS SHOWN.

EXIST. 6" WATER LINE.,.
...
--
--
'-- a+oo
\. I
"""--
----,-
--w6B.99
IFF=793 081
--
- - -,----------
TOE OF FILL_/ - -
(2: 1 SLOPE) OVERLAND FLOW CHANNEL
\
-aT-
- - l=114.61'
--- ,1-io
----------------
---i
'

GRADE BREA

PETERBILT- SITE PLAN (NORTH)
2805 THEATRE DRIVE
A. T.&T. VAULT
lEl.. VAULT
I
I
J/ I
;I I I
I
I
I
I
.

I
I
I
CL
Ll.-1·30•00·
R-7500.05
L-196.35
EXIST CL. FENCE
EXIST. EP
17+SB.81 THEATRE DR.•

POWER POLE
(OH POWER)
~----4" WHITE STRIPE
NEW 10" WATERMAIN

AS LINE MARKER
CL
.n.=1 ·30'00"
R-7500.05
L-196.35
i

GRAPHIC SCALE
i T
( IN FEET )
1 inch - 30 ft.

CONSTRUCTION NOTES LEGEND

G) ADJUST UTILITY VAULTS TO FINISH GRADE
® CONSTRUCT SIDEWALK PER PASO ROBLES CITY STD. C-3 (5' TO FACE OF CURB) @ CONSTRUCT CURB, GUTTER AND SIDEWALK PER PASO ROBLES CITY ST. C-1 & C-3 © CONSTRUCT CURB ONLY PER SAN LUIS OBISPO COUNTY STD. C-3 @ CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF PASO ROBLES STD. C-9 CONCRETE TO BE 8" THICK.
@ CONSTRUCT PCC VALLEY GUTTER PER DETAIL@
(!) CONSTRUCT 24"X24" DRAIN INLET WITH TRAFFIC RATED GRATE AS

MANUFACTURED BY MID STATE CONCRETE PRODUCTS OR APPROVED EQUAL ® TELEPHONE PEDESTAL TO BE RELOCATED BY A.T.&T. ® EXISTING 18" HOPE TO BE EXTENDED TO NEW POND LOCATION @ CONSTRUCT RELOCATED POND TO THE DIMENSIONS AS SHOWN WITH 2.5: 1 SIDE

SLOPES (SEE STORM DRAINAGE PLAN FOR DETAILS
@ CONSTRUCT CONCRETE APRON PER DETAILS ON PLAN SHT,@
@ BILLBOARD TO REMAIN .
@ SERVICE POLE TO BE REMOVED
63) TELEPHONE RISER TO BE ADJUSTED BY TELEPHONE CO.
@ INSTALL 10" HOPE STORM DRAIN UNDER VALLEY GUTTER
@) INSTALL STORM DRAIN MANHOLE PER CITY STD. D-2
@ INSTALL STORM DRAIN MANHOLE PER CITY STD. D-2 WITH GRATED LID. @) 4" FIRE SERVICE LINE @) 2" WATER SERVICE LATERAL.
@ 4" FIRE SERVICE LINE INSTALLATION, CITY STD. G-16. @ 2" WATER METER & BOX, CITY STD. G-3. @ "POT HOLE" EXISTING UTILITY TO VERIFY DEPTH & LOCATION.

R-0-W
[51 ":';:;;/.== i::1 ';;B
UNDER GROUND A. T.&T. LINES D
12:1 OR FLATTE
REV. DESCRIPTION

THEATRE
NOTE:

TELEPHONE LINES, GAS MAIN AND SERVICES,
ELECTRICAL LINES, A.T.&T. LINES AND PRIVATE
WATER LINES EXIST IN THE AREA OF WORK.

THE CONTRACTOR SHALL CALL USA TO FIELD

LOCATE ALL FACILITIES AND HE SHALL THEN

POTHOLE EACH UTILITY TO VERIFY DEPTH

AND LOCATION PRIOR TO THE START
OF CONSTRUCTION.

DRIVE
5" ASPHALT CONCRETE

13.5" CLASS 2 AGG. BASE(95,i)
~-12" COMPAClED NATIVE SOIL (95%}

WIDENING DETAIL
(NTS) NOTE:

STRUCTURAL SECTION IS BASED ON A
TRAFFIC INDEX OF 9 AND AN R-VALUE
OF 27. FINAL DESIGN WILL BE BASED
R-VALUE TESTING DURING CONSTRUCTION.

SEE PLAN SHT. C-5

FOR CURVE TABLE
DESIGN
DATE APP. TARTAGLIA ENGINEERING

CIVIL ENGINEERS
DRAWN
7360 El Camino Real, Suite E, Atascadero, CA 93422
805-466-5660 FAX: 805-466-5471
C.ARCHER

CHECKED
SCALE
DWG.NO.

DATE
SHEET

RCT RCT
XXX
21-19
4/01/22
C-4 OF 18
Attachment
9

UNDIS"rURBED
EARTH
I
II
r
"' " " N
(£
z
;;
" N

DEAD ENDS & TEES

PIPE SIZE BEARING SIZE
12" 23 SF
1011 16 sr
8" 11 SF
6" 6SF
4" 3SF
SEE THRUST BLOCK NOTES ON G-7.2

REDUCERS (COLLARS)

REDUCER SIZE

LARGE END SMALL END BEARI NG AREA
12" 10" 7 SF
12" 8" 13 SF 10" 8" 6 SF 10" 6" 11 SF
8" 6" 5 SF
SEE THRUST BLOCK NOTES ON G-7.2
BENDS

BEARING AREA
PIPE 11-1/4" 22-1/2" 45• 90'

SIZE BEND BEND BEND BEND
12" 5 SF 9SF 18SF 32 SF
10" 4 SF 7 SF 13 SF 23 SF
8" 2 SF 4 SF 8 SF 15 SF
6" 2 SF 3 SF 5 SF 8 SF
4" 1 SF 1 SF 2 SF 4 SF
SEE THRUST BLOCK NOTES ON G-7.2
DRAWN BV: CITY OF PASO ROBLES

KF ENGINEERING DIVISION
DESIGNED av:

DA
CATE:
04/2020
FILE NAME;
PR-G 7.l.OWG
ORAWING NO.

THRUST BLOCK DETAILS G-7.1
FOG SEAL CSS- 1 H
/
REPLACE, .. THICKER lHAN EXIST.

A.C. PAVING AT 95% COMPACTION
WHEN EXIST. PAVING IS LESS
THAN 6" {MIN. J", MAX. 6")
TACK EDGES ~I
MA TCH EXIST. BUT NO LESS THAN 6" MIN.
a_ II AGG. BASE 95%
COMPACTION 95:,; COMPACTION OF

BACKR LL
36"
907. COMPACTION OF-----
BACKFlLL
90% COMPACTION

SCREENED SAND
NOTES:

W'IOlH SAWCUT A.C. AND f---J""''7c!TR~N,i.,:H~ 36. V
{SEE BELOW) CONCRETE PAVING
PIPE 0.0. + 1 '-6"

MAXIMUM
TRENCH "'10TH

1. No. 12 AWG LOCATOR WlRE REQUIRED ON ALL WATER MAINS AND SER\t'ICES, TAPED TO TOP OF PIPE.

2. NO ROCKS Orl OLD PAVDAENT MAY BE DEPOSITED 'MTH 8ACKALL

3. COLO MIX SHALL BE A MINIMUM TI-ilCKNESS OF 2 INCHES (50. 8mm). 4 . FlN!SH SURFACE $HALL MATCH EXISTING GRADE 'W'ITH A TOLERANCE OF 0.25 INCHES ABOVE ADJACENT GRADE.
5, RIGHT- OF-WAY ENCROACHMENT PERM IT IS REQUIRED.

DR AWN BY: CI TY OF PASO ROBLES
ENGINE£RIN C DIVISION KGE DRAWING NO. DESIGNED BY:

JF
PIPE IN TRENCH DETAIL U- 2
DRAWN Bl':
" DESIGNED BY:

DA
DATE:
04no20
FILE NAME;
PR G 7.2.DWG

VALVE BOX&

COLLAR PER
OfTAILG-6
•
~,-- (2} NoA BAl',S

EPOXY COATED
6 SACK-3CXXJ PSI

UNDISTURBED
SOIL
VERTICAL 8LOCKS

PIPE CONCRETE VOLUMES
SIZE 11-1/4' 21-l/2" 45•

BEND SENLJ SEND
12· lCY JCT 6CY
10· 1CY 2 CY 4CY
,. 0.5 CY ltr 2CY

UNDISTIJRBEO
SOIL
45•
.c
NOTES:

1. ,_

3. 4.

5. 6.

BEAIUNG SURFAQ SHOULD BE PLACED AGAINST
UNOIS.TURBED GROUND. IF ll-11S IS NOT l'OSS!Blf THE
FILL BETWEEN THE BEARING $1.JRFACE ANO

UNDISTURBED GROUND SHALL BE FILL SANO,
COMPACTED TO AT LEAST 9a.li'. RELATIVE COMPACTION
ANO REQUIRES APPROVAL OF THE CITY ENGINEER.

BlOCK HEIGHT •1-1" SHOULD BE LESS THAN HALF OF THE
TOl!\L DEPTH "H'0 TO THE BOTTOM DFTHE THRUST
BIOCK BUT NOT LESS THAN PIPE DIAMETER.

BLOCK WIDTH *tt SHOULD BE ONE TO TWO TIMES THE
BLOCK HEIGHT.

ALL BOLTS AND FITilNGS SHALL BE COVERED ANO
TAPED WITH PLASTIC WRAP. 30 MIL
CONCRETE SHAil. BE 6-SACK, 3000 PSI.

THRUST Ht5THAINT FOR PIPE lARGER THAN 12• SHALL
USE RESTRAINED lE.NGTHS PER APPROVAL BY THE
WATER MANAGER.

CITY OF PASO ROBLES
ENGINEERING DIVISION DRAWING NO.

ANCHOR & THRUST BLOCK

DETAILS
STEM EXTENS!ON
{F IBERPLAS)
4-1/1" PORTS
P.E. WAAP
!NOTE 2)
P.E. WRAP(NOTE2)

VALVE AS SPECIFIED
SEE NOTE6 12n SAND COVER

LOCATOR WIRE
:;i. ~.; _:_·:·.: .. ..... ~·-,· -·· -:·~.--·
G-7.2
2·1/2~
PmTS
"' " 1r
c:
~~~-[' ·:· z::-""::: ·'_~~-::;: --: _ ·='_,.._ i-;··;··=-~'::"~-;-:-;··-J·l·~·~-'J·'=:~·==·f~T~-~--=-~•:,(~i-C-~·: ~c:" ·. ·;,-;•·;' " ; · ::. ·:c :: ~~,,:i · .·. -:~---l(l,--,,.=--llt-c-----Y 6" Cl350 DIP, WRAPPED !NOTE 7) .. ::_~-----t-U1cr-' .· .
_
•,· .• ~-/'.~·;· i :.·-. ··,:·: • ~· ~. ~-~--

UNDISTURBED SUBGRAD
5" SAND CUSHION MIN.

MECHANKAL JOINT RESTRAINT ___ _ THRUST BLOCK PER DETAILS MEGALUG (NOTE 5) G-7.1 & G-7.2 (ADD REBAR)

ANCHOR BLOCK
NO CONCRETE" PER DETAIL G--6
HYDRANT: fSAFETY YEUOW FACTOR'( PAINTED OR POWDEH COATED) 3 WAY HYDRANT; MUELLER No. A-423, 1-1/2" OPERATING
NUT, 2-1/2" NOZZLES, 4-1/2~ PUMPER NOZZLE WITH MJ FITTING TO PIPE NOTES:

OR
WATEROUS PACER WB 67 ic MJ 2-1/i*
NOZZLES, 4-1/2" PUMPER NOZZLE WITH

MJ FITTING TO PIPE
VALVES:

MUST HAVE 2" SQUARE OPERATING NUT
OPEN lN A COUNTER·CLOCKWISE DIRECTION 8E EPOXY LINEO
COMPLY WITH AWWAC509

RESILIENT WEDGE GATE VALVE

FLANGE SY MJ

1. PLACE 2-WAY BLUE RETRO-REFLECTIVE PAVEMENT MARKER(S) AS DIRECTED BY THE FIRE DEPARTMENT AT EACH HYDRANT Oft WARFHEAD.

2. COVER ALL EXPOSED NUTS ANO BOLTS THAT Will BE BURIED WITH 8 Mil POLYETHYL.fNE, WRAPPED TO PROVIDE 16 MIL TOTAL THICKNESS.

3. LOCATE HYDRANTS WHERE INDICATED IN APPROVED PLANS. SEE STD. DWG. NO. G-11 FOR LOCATION OF FIRE t,YORANT FROM CURB FACE.

4. SEE STD. DWG. NO. G-6 FOR VALVE BOX DETAILS.

S. RESTRAIN ALL JOINTS.

6. EXTEND OPERATING NUT TO WITHIN 24 IN CHES. OF SURFACE WHERE DEPTH OF VALVE El(CEEO.S FOUR FEET.

PIPELI NE PRODUCTS BY FIBERPLAS OR EQUAL

7. FITTINGS AND DUCTILE IRON PIPE SH~LL BE WRAPPl:D WITH POLYETHYLENE SHEETING Pl;:R AWWA C105.

8. LOCATOR WIRE SHALL BE INSULATED COPPER fJ.WG 12, TAPED TO TOP OF BAGGED PIPE.

DRAWN EIY:

DES " IGNED BY: OA
OATE:
05/2020
FILENAME;
PR-G 1.DWG
cm OF PASO RODLES

ENGINEERING DIVISION

FIRE HYDRANT

INSTALLATION
DRAWING NO.

G-1
REMOVE EXISTING 6"X6"X4" TEE
AND 4 VALVE AND REPLACE
"'1TH 6"X6"X6" TEE ANO 6"
VALVE AND THRUST BLOCK (6 S.F.)
(END OF WATERLINE REPLACEMENT
18" STORM DRAIN LINE (NEW
THEATRE DRIVE_,____
/
\
\
\
REMOVE EXIST. 4" BEND &
INSTALL 6"X6"X4" TEE Ile

ANCHOR BLOCK
\
11+00 /,../' NOB'08' 31 "E
- I 695.97' , - \ - /(}~----
f
----~fey so- -

GRAPHIC SCALE
15 JO I_I
( IN FEET )
1 inch = 30 ft.
6' PRIVATE WATER LINE
WALNUT HILLS M.W.C.
{NEW WATER LINE)
12+00
' ' ,, '~
/
+-
/ 1>t00
= ------

FUTURE PROPERTY LI
STA. 13+85.29
INSTALL.:

FIRE HYDRANT AND RUN
Cl1Y STD. G-1
1 lHRUST BLOCK (6 S.F.)
_
-
_
-
_
-
_
-,,T18'.1/ STORM DRAIN LINE NE
1--
-G~ ~-=---'-'"- --= G------=-~ -=-=- - ~ - === ==~-"" - === --G~- -- -- -- --G-- -- -- e----------u G- --G--- 0 .....0

POWER POLE

CUT EXISTING WATER LINE IN BACK

OF SIDEWALK AN INSTALL A BLIND
FLANGE OR PLUG AND lHRUST BLOCK.

THE EXACT LOCATION OF THE EXISTING
LINE IS UNKNOWN FROt.1 lHE VALVE
TO lHE STREET. ABANDON THE EXISTING
LINE IN PLACE IN THE STREET.

Ii'.

RESTRAIN I,()

0.1.P. Cl 350

FROM MAIN
NOTES:
7 l0'MAX..

FLOW --
/ BYPASS ASSEMBLY
I r,;,. / WHEEL TYPE OPERATOR
2 EXPANSION
WRAP
THRUST BLOCK PER G-7.2

OR RESTRAINED LENGTH
1 FLOW ----------
. . .
@ OOUBlECHEO:: VALVE ASSEMBLY WITH O.S, & V. VALVES, WILKINS MODEL 350A.OSY, OR APPROVED EQUAL @ BYPASS METER WITH FEBCO BOS, WILKINS DCDA 2-1/2* TO 5", OR 9SOOA 2-1/r TO 10• DOUBLE CHECK VALVE ASSEMBLY OR APPA.OVED EQUAL. @ EXPOSED PIPING TO BE INSULATED @ AU FLANGED FITTINGS WHICH ARE BURIED SHALL HAVE PLASTIC WRAf', 30 Mil Al l FIRE LINE CONNECTIONS ARE REQU IRED TO HAVE A DETECTOR CHECK ASSEMBLY FOR A BAC:KFLOW Dl::VICE @ ALL THREE SIDES MUST BE LAN DSCAPED ANO SCREENED. A "WEATHERGUA.RD BLANKET" OR MLOKBOX" OR APPHOVED EQUAL SHALL BE USED IN LIEU OF LANDSCAPING. @ PROVI DE WEATHER-Ptl.OOF, 20 AMP, 120V RECEPTACLE WITHIN 5 FEET OF BACKFlOWDEVICE AS REQ'D BY 17.04.010 51::CTION 31'2 ,6 OF THE PASO ROl.lLES fJLUMB,ING CODE @ OS&V VALVE SUPERVISORY SW!TCH, POTTER MODEL OSYSU-2, OR E.QUAL, MOUNTED ON BOTH VALVES & WIREO TO APPROVED CENlR.Q.L, l'RUPRlfrARY, OK REMOTE STATION @ /IN UNDERGROUND FIRE UNE PERMIT FOR THE PIPING FROM THE 8ACl(FLOW DEVtC£ MUST 8E OBTAINED FROM THE FIRE DEPT.

ORAWN BY:

KF CITY OF PASO ROBLES ENGINEERING DIVISION DRAWING NO.

DESIGNED BY: DA DATE!
04/2020
FILE NAME:

PR·G-16.0WG
FIRE LINE SERVICE INSTALLATION G-16
REV.

SLOPE SHELVES

TO DRAIN
DRAWN BY: KOE
~FSIGNED BY:

BAT : 5 12
F ILE NAME:

PR - F - 1.0WG
SHELF
---
----
\_POWER POLE

MANHOLE---

STRUCTIJRE

KORBAND OR APPROVED

EQUAL WATER STOP
SEWER
MAIN

PI PE CLAMP

FLEXIBLE

CONNECTOR
·
.
.. .

PLAN VIEW PIPE JOINS @ MANHOLE
DETAIL

SEE OET AILS FOR COVER
ANO MANHOLE fRA~E
/ PER STD. OWG F- 3
= = = ·:.,(ii A.C. PAVDJENT
,..:.,.:.:. CONCRETE COLLAR-CLASS "A"
.. : 6 SACI< 3000 PSI
J" OR 6" RISER RING 24" 1---oc==--i:.~,
o , [e•",t--------PRECAST CONCRETE MANHOLE

N WALLS SHALL CONFORM TO
-.. "' . ASTM STANDARD FOR CLASS II ~====='"'+=~'• REINFORCED CONCRETE PIPE ; ·~JOINTS TO BE SET IN A WATERTIGHT
'
60" ~ IN.
j:" SEALANT
NOTES:

1. MANHOLES SHALL BE WA TERTIGHT

2. BROKEN OR CHIPPED RINGS ANO
CONES SHALL NOT BE USED 3. FOR SEWER MAINS 12" DIAMETER AND LARGER, MANHOLE MUST BE 60'"
DIAMETER AND LINED V'JITH 125 MILS

TYPE B POLYURETHANE COA TINC

4. PRECAST REINFORCED ~ANHOLE
BAS['.S WITH INFLOW AND OUTFLOW

COUPLINGS SI-IALL BE CAST IN AT

ENGINEERED INVERT ANGLE AND
SLOPE ELEVATIONS AT A 0 . 10 IJIN.

GRADIENT

5. INLET ANO OUTLET PIPES MUST
l..1 ATCH GRA.OES AT SOFFlTS

SECTION A-A

CITY OF PASO ROBLES

ENGINEERING DIVISION

STAND ARD SEWER MANHOLE

WI TH PRECAST BASE
DRAWING NO.

F- 1
DESCRIPTION DATE APP.

6.34 RT. STA. 13+75

CONSTRUCT MANHOLE
PER CITY STD. OWG. F-1
NOTE:

TELEPHONE LINES, GAS MAIN AND SERVICES,
ELECTRICAL LINES, A.T.&T. LINES AND PRIVATE
WATER LINES EXIST IN THE AREA OF WORK.

THE CONTRACTOR SHALL CALL USA TO FIELD

LOCATE ALL FACILITIES AND HE SHALL THEN

POTHOLE EACH UTILITY TO VERIFY DEPTH

AND LOCATION PRIOR TO THE START
OF CONSTRUCTION.

SEE PLAN SHT. C-4 FOR

CONSTRUCTION NOTE LEGEND
DESIGN

UNDERGROUND DRAWN SERVICE ALERT
DIAL 811 W.H.M.W.CO. WATER LINE EXTENSION

TARTAGLIA ENGINEERING

CIVIL ENGINEERS
7360 El c.amino Real, Suite E, Atascadero, CA 93422
805-466-5660 FAX: 805-466-5471

CHECKED

RCT RCT
XXX

SCALE AS NOTED

TWO WORKING DAYS
BEFORE YOU DIG STA. 11+00 TO 13+50 C.ARCHER
DWG.NO. 21-19
DATE 4/01/22
SHEET
C-10 OF 18
Attachment
9

/
FUTURE PROPERTY UNE~
\
\
STA. 13+85.29
INSTALL:

FIRE HYDRANT AND RUN
CITY SID. G-1
1 THRUST BLOCK (6 S.F.)
/
\ I '
I
\
~UTTER \&: SID EWA
\ \,
~T----1
\
\
2• WATER SERVIC
n FIRE SERVICE LINE

2.5' BENDS

ESTRAINED JOINTS
(BOTH LINES)
OFFER OF DEDICATION LINE ._.._-++---=

UILDING SEWER LATERAL
-- ---T--
--T-- -----'=-
S09"38'30"W
178.32'
STA. 17 39.29

INSTALL

FIRE H RANT AND RUN
CITY S . G-1
--· .--- ·,
NEW CURB, GUTTER & SID~~ALK
/
I
I
I
11 Ill
EXISTING 6" PVC WATER LINE

GRAPHIC SCALE
,, ,0 60
Ill
11 I !
11 TIE-IN POINT FOR RELOCATED ABANDON EXIST s•
WHMWC LINE TO EXISTING LINE LINE TO SOUTI-l
I_I
( IN FEET )
1 in~, -30 I_
ih
0 INSTALL:
6 XS XB TEE

TI,RUST BLOCK
1-11 1/4 BEND
_
R. ) : ' r-'-1\
' \ i._,
\ '-. -1 JA,T&T. VAULT
\ _ ) EC=7.93' LT. '-. " ,-4 8+54.65
I '-- r ,-- ---
' T L-J__ - - " --- --
-- ~ T
I
I
I
I
I
EW 10• PVC WATER MAIN (C900-DR18)\
EC-14.02" LT \
Bc-10.12· LT. 19+43.64 I
' L__
_
- )------- __ ]'.\__ -----
ft.
\\
I
EXIST. 8"' PVC SEWER LATERAL
EXIST. WATER S
" 7
120
I
1ST. 10 PVC WATER MAIN
- , ____ _,,,_ ___ +- L-87.87'
1 R-700.00
18+00
'
N08'08'31"E

79.52'
... b~ _ __..- ~ "' THEA;~~ DRIVE
---+--- - ~EXIST. 15• DI WATER r.AAIN 1--

6.34 RT. STA. 13+75 CONSTRUCT MANHOLE
PER CITY STD. DWG. F-1
-
\'.'

3.00' LT.
g: 13+85.29

SEE STORM DRAIN PROFILE
FOR WATER LINE CLEARANCE WATER SER~CE
3 LT. 14+78.90
CL
,,,._1 ·30'00·
R-7500.05
L-196.35
EWER MAIN (SDR 35 16+00 N0!)'.38'31"E
0, • - --- - ------
\
I
~~~=t::::;:....::;;:::.c:;~;:..c~-~--:;-;;-;;;-;;-~;;'~-~~G--- -- -- -- --~--- -7.3..S........::·_,. __ _ 15+39.28 I): EXIST-:T.&T LINES y:· - 7-------l-'--6-----+-+---Er SEWER LATERAL CONNECTION POWER POLE POWER POLE 3.48' LT. OF 17+94. 73 BC=3.00' LT. INSTALL: 2-10 GATE VALVES
15+10 INSTALL: EXIST. CHAIN LINK FENCE 17+66.91 1-s• GATE VALVE AIR AND VACUUM 17+58.81 THEAlRE DR.= 1-10"XlO"XBn TEE
VALVE 4+62.95 NUTWOOD DR. & THRUST BLOCK
(FUlURE CONNECTION)

GAS LINE MARKER

GAS LINE ADJACENT TO FENCE)
15+10 INSTALL:
792 T gi n ~ --- --- AIR " VAr UM VALVE I -- I ;C15+39.28 ELEV.-790.80 - !=EXIST. PAVE7MENT SURFACE I NEWI W,,.TERLINE PRO~ --- T T ---------T-------,--'"'----r----Jf--,----------- _j ~e~1~·1N0Fc5~~R LINE "1TH I I .... ;:: ---------------1 ---- ------- j:;,
---s s----
____
--+--~
_
-::..~c:-"I:::C ---
-- -- --G--
-------<>
____ _,,_ ... ----~----o------~- --1------0\-- ----

6.34' RT. OF 18+52.31 EX. FL=77B.1

CONNECT NEW SEWER MAIN TO
EXIST. MANHOLE ELEV.=77B.49 EXIST. EDGE OF PAVEMENT EXIST. STUB FL.-778.54 (FIELD ~RIFY FLOWUNE) 792 788

BUILDING FINISH FLOOR
EL.EV.=793.0B
EXIST 10" PVC SANITARY SEWER
14' ± LT. OF 20+23.19

REMOVE EXISTING THRUST BLOCK

AND PLUG AND CONNECT NEW
10" WATER MAIN.

INSTALL: 10• GATE VALVE

DGE OF BUILDING
I
;
"I

PARKING AREA TYP
o'
0 w
I!,
1 T T ~1 7
___ u 788 -- ~--r~-+ - 36" MINj CO~R - -- \ i- ---+-- _ _ _1--- ---i---;-r -----r- _ --------+----4= _ _J--___ Jj I \_ I I NEW 10" PVC WATER LINE II \i --;=-EXIST. MANHOLE 1r+10 ELEV: 7Br-6o I I V
1---- I --~~
+::-------- - q..: ---j ------~ I ~ f l Ew10· WATER LINE 784 - +++- LOCATION OF CONNECTION POINT FOR

5.21' (SEE PROFILE AT RIGHT) I 1 1 !
788 H

SEE ARCHITECTURAL PLUMBING

PLANS FOR CONNECTION FROM ,

BUILDING SEWER TO NEW

NEW UNDER VALLEY GUTTER
10 STORM DRAIN LINE
/
FOR BUILDING SEWER LATERAL ! ! --- 784
STA. 17+9;!..73 J i jEXIST. 10· PVC SEWER MAIN
I 10 X10 X8 I TEE J \
FOR FUTURE 1 1
~~=::~====:::=:;;:;;;::=~~~+~~~=r====:f==t==t ~=~::::=====~~:~l~:B._--t--~7- ===+===- ===- -=~N~UfT~WO[O~D~Cl;R~CL~E~-==i= =------= ±::=---== =il I ' 10" PVC SANITARY SEWER I I I "'A"IER UNt I I

SEWER LATERAL
784 P! 2{ ~L.-785.63
6" PVC SEWER LA~ +- -+ I INSTALL 45" BEND
~;tr;;::::~:J:~===--====-.....c===-t -===:...._t ===--f=7'._-=f=:__-====---===-::;:;;::;;fil~~===t ====::i======t ==:=:::::~~~~=====-fT====E====E===3-tw'= --- · s- o.oo!o 1 1 780 78 0 FL.=779.9 / L.-7i79.96 STA: 13+77 ELEV: 779.96 • s 0.010 I / I I I Af-== NEW 10" PVC SANITARY SEWER 779
·
471 _J I _l I I -L STA: l a+50_31 / I H 1+89.01---EbEN: 78!.7u r 6.5 RT. OF STA. 15+39.2B T. DR. -+ + I 77 6 - ~ z - < <(" >-- >-- "'" . :, i;::I!,
"""' ,,z .o
"'" 77 2

DATUM ELEV
770.00
"' "' NO> ci . ., "' O· "' ., m"' r-- r-- r-- :::
14+00

UNDERGROUND SERVICE ALERT
DIAL 811

TWO WORKING DAYS

BEFORE YOU DIG
....
d
"' r--
STA: 15+39.2t ELEV,
"' ... r-- .... O· d "'"' a, r--1:: r--
14+50 15+00
t-- +- ---t +- , . STUB. Elj.EV.•778.544 (FIELD VERIFY F.L) 776 .,
d a,
r--
15+50
"' d "' r--
.... .N "'
o· "'O> r--1::
16+00
I
SCALES:
1 "=30' HORIZ.
1"=4' VERT.
-
d
a, r--
., .... oi--:
., O>
r--1::
16+50
"' -"' •a> a, a, .
., ., .,
r-- r--1::
17+00

SEWER EXTENSION PROFILE
SCALES:
1''=30' HORIZ.
1"=4' VERT.
.,
a:i
"' r--
"' ... - ., "'
. "' a:i . "' "' ,-: "' . r-- . "'., ., ., ., ., r--1:: r-- r--1:: r-- 17+50 18+00
NOTE:

TELEPHONE LINES, GAS MAIN AND SERVICES,
ELECTRICAL LINES, A.T.&T. LINES AND PRIVATE
WATER UNES EXIST IN Tl-IE AREA OF WORK.

Tl-IE CONTRACTOR SHAU. CALL USA TO FIELD
LOCATE ALL F AGILITIES AND HE SHALL Tl-lEN
POTl-lOLE EACH UTILITY TO VERIFY DEPTl-1

AND LOCATION PRIOR TO TIHE START
OF CONSTRUCTION.
772
\
q. - S A: 18+52.31 ELEV: 770.00
18+50
SEE PLAN SHT. C-4 FOR

CONSTRUCTION NOTE LEGEND

WATER AND SEWER EXTENSION PLAN
STA. 13+50 TO 20+23
REV.
780

DATUM ELEV
778.00
-- -----S+A:

I
i'--sTA: 1
"',, .. ,, ,, N _,, ,, ,, ,, .. " . "' '" -- '" •<O '" O> -- d d ., ,, • O> • "' . o· ., ., ,, ., <> N ., O>N "' O> r-- f'e ,._ r-- f'e " ,-. f'e r-- r-- f'e ,._ ,-. o+oo 0+50 1+00 1+50

BUILDING SEWER LATERAL PROFILE
EXISTING OR NEW SURFACE~
-T
36"(±)

NEW WATER LINE
SCALES:
1"=30' HORIZ. 1"=4' VERT.

VAR. TO 4' MIN
EXIST. TRANSMISSIC,, FACILITY
A. T.&T. LINES

WATER MAIN/UTILITY CROSSING
(NO SCALE)
EBAA IRCJ\I

MEGA-COUPLING
SERIES 3800
EAa-1 SIDE

NEW WATER LINE
RESTRAIN FOR 26'
DESCRIPTION DATE APP. TARTAGLIA ENGINEERING

CIVIL ENGINEERS
7360 El Camino Real, Suite E, Atascadero, CA 93422
805-466-5660 FAX: 805-466-5471
C.ARCHER
+91.20 ELEV: 779.47

DESIGN RCT

DRAWN RCT

CHECKED XXX
SCALE 111=301
DWG.NO. 21-19
DATE 4/01/22
SHEET
C-J 1 OF 18
Attachment
9

(
--,.. 0
~-==
)
---
-----
----
..........
'--:>
ROMOVE EXISTING DRIVEWAY ...
-=-=-
--~---
==-=- -===- -
- -Jr-'•, _
---
....... __ < Jl-
- / ~ ----
. '
/
.\ r I I I \ A.T.&T. VAULT '· /--,
j ' ) ,-,\ ' I
I • .. ,
c_ L- _ , I - a T
= __,,, -· 1r i1r £ ~- - . r
REMOVE ASPHALT / I I J.

RE11JRN }<, <O
----==~-~~m~~-- i~J/ -, •
- ""'-=- - - ...;;;;;:;;;;;;;;;
)
. I"'
,., "' 0 . <o/0 0, 0
- /!2 IJ II
\
CL
A-1 "30'00"
R-7500.05
L-196.35
EXIST CL. FENCE
EXIST. EP
/- - ---==:;. , -JrF--- =----=---- -- ___ -_-~T_-_- _-_ c:_-_ _ _;;;;;;; -..;.;;::;_;;---:~ ;;;;;;;. .:= - -~,T / /--c L .
-- _j
- -,
- \r-- ,/ r -. / -
;:
' /c )
/I I
1,
) 11
0 1, I
I I
(SOIL STOCKPILE
(GRADE AS REQUIRED)
I
\:
1\
Ii 1 ' I
' '. _j....-
1 I :

I l~II _--
)
r - - -
-
--r-----' ' ' / \ r
I .

I ' I I L
\ '\\.

I \ J- ',, : I '
54"' OAK I '
(PROTEC1) / ;

DRIP LINE
--
_
.........
/
/
/
/
I
I
/
I '

UNDERGROUND SERVICE ALERT
DIAL 811

TWO WORKING DAYS

BEFORE YOU DIG
--------
(
)
\
C7
------------
36" PINE
- - - - 7-., . .., ,.-__ - - - - ---- - 't_.--- ' I r- ! -- •J--C.J • • '! .,//1 r 1.:'t-~~.111~+~61_7.667 '
,
---
\
I ',
' \
\ \
. I ' ,
\
',
\
0 i
\

REMOVE EXISTING
~--CHAIN LINK FENCE

AROUND EXISTING BASIN
EXIST. DRAINAGE BASIN
~---ro BE FILLED AND

COMPACTED WITH

NATIVE MATERIAL
/
TQ
_
:LRELOCA
~1/ y I/.._,s ,,,,,II
/ EXIST. FIRE HYDR NT / Ht- _ / TO BE REMOVED ,
j I >- I ..,..._,_ /J7.J4 --fl
REMOVE 3 SYCAMORE TREES

AND HEDGES IN THIS AREA
;•t I LJ ! , I" 111 I: 0 ,--...,
: ' . Ii I : I , /Y' ·"' , ,
POST MOUNlED o., ~ ,I ."> . - 1,
I
I
.15"

POWER POLE
; I ,Ii /ii ,/ t; : /E,/::! : ELECTRIC METER / 1'--- 1 O ,... i' ,2: / gr;:; I BE REMOVED) UNDERGROUND '! / / -2: /
-
_
- ELECTRIC LINE / 11 / ,_ / 1 / I EXIST. CURB GUTTER &
' IJ;,..-,eis1*DE""W'"ArrL'iiK'-'Tii'o'75iBEl'-'aR.e'EM;',O,ssV';c,-ED

GRAPHIC SCALE
:,0 • BO 1,0
iii
- I __ _____JI
( IN FEET )
1 inch - 30 ft.
\
' I
I
AND LEACH LINES~ 1 J -.. - -.. , ' ! j j/:

I \..... / I I
, __
l
__ ~~o'~Fi 0ei~,--,:fc;x~;ii~~"~;;;;;.;Ac:/nr""' 8'--' ---- ' 1 // // :
1 ,1 ,/ 1 /,,! ' ;I p l \., •,, ' '
I, &----;-----::::;;r-REMOVE TREES
4" OAK I ; \,
v \
- •- -~ I
REMOVE EXISTING MANHOLE AND UNDERGROUND CONCRETE CHAMBERS. =---j THE LIMIT Of UNDERGROUND FACILITIES
IS NOT KNOWN. NO RECORD OF THE
EXISTING FACILITIES EXIST.

REMOVE UTILITY POLES
a
\
I
/
\
15" PINE 12" PINE
------=- ---=--
_--:_,, 36" PINE 12" PINE 12• Pl
/
.... , _ - __ ...
-............
-------~ --- ----
,,
I
'
--------1 -----------
,,---------
----------
--- '. 0- --...._ / / •, ___J .-.,-,,._" f- ,/ __ J --.... ,, ----~ / r' / -- . ------......_ ,-,:_/- ', \ / /
---,, /
"--. .._,_ --= = .:c-=-- ~ ------=- - - -~
r
NOTE·

REMOVE ALL SOIL STOCKPILES PRIOR
TO GRADING THE SITE.
-----------
_____/

DEMOLITION PLAN

NORTH PORTION
\

OWER POLE
, !I I ! 1 / ) U,<CII i- / g / 1

EXISTING PVC WATERLINE TO

BE REMOVED AND REPLACED

BILLBOARD TO REMAIN I
I
/

BIL BOARD
' ' ' :,
REV.
/
/
' ' ' '
c 15+75_95

AS LINE MARKER
' ' ' '
-60
EXIST. AC DIKE TO

BE REMOVED
CL
A-1'30'00"
R-7500.05
L-196.35

DESCRIPTION
NOTE:

NOTE·

MISCELLANEOUS F AGILITIES EXIST ON SITE SUCH
AS ELECTRICAL, TELEPHONE, WATER LINES. ALL

SUCH ITEMS SHALL BE REMOVED PRIOR TO
GRADING OPERATIONS. THE CONTRACTOR SHALL
COORDINATE WITH P.G.&E AND A.T.&T PRIOR TO

THE START OF CONSTRUCTION TO INSURE THAT
ALL F AGILITIES ARE DISCONECTED.

TELEPHONE LINES, GAS MAIN AND SERVICES,
ELECTRICAL LINES, A.T.&T. LINES AND PRIVATE
WATER LINES EXIST IN THE AREA OF WORK.

THE CONTRACTOR SHALL CALL USA TO FIELD

LOCATE ALL FACILITIES AND HE SHALL THEN

POTHOLE EACH UTILITY TO VERIFY DEPTH

AND LOCATION PRIOR TO THE START
OF CONSTRUCTION.

DATE APP. TE TARTAGLIA ENGINEERING CIVIL ENGINEERS
7360 El Camino Ri;:al, Suite E, Atascadero, CA 93422
805-466-5660 FAX: 805-466-5471
C.ARCHER
SEE PLAN SHT. C-4 FOR

CONSTRUCTION NOTE LEGEND
DESIGN
DRA\IN

CHECKED
SCALE
DWG.NO.

DATE
SHEET
C16

RCT RCT
XXX
1•-30•
21-19
4/01/22
OF 18
Attachment
9

1 I
I
Ii
\ -l---
l~v_~,
--i-_
)
54" OAK_}
(PROTECT)

DRIP LINE
\
i
'
-

UNDERGROUND SERVICE ALERT
DIAL 811

TWO WORKING DAYS

BEFORE YOU DIG
------------

REMOVE EXISTING MANHOLE AND
UNDERGROUND CONCRETE CHAMBERS.
,._-, THE LIMIT OF UNDERGROUND FACILITIES
IS NOT KNOWN. NO RECORD OF THE
EXISTING FACILITIES EXIST.
--------- 795----__ __J
/
/
i
\
!
I
36" PINE
'
I '
I

EMOVE UTILITY POLES
(
'
)
.

I
I
I
I
4"0~
\
18" PINE
24" PINE
36" PINE
24" PINE
I
, 30" PINE
I
I
NOTE·

REMOVE ALL SOIL STOCKPILES PRIOR
TO GRADING THE SITE.

DEMOLITION PLAN

SOUTH PORTION

EXISTING PVC WATERLINE TO

BE REMOVED AND REPLACED

BILLBOARD TO REMAIN
j
I
!/
I
11 <$
I " _J -
REV.

NOTE·

AS LINE MARKER

MISCELLANEOUS FACILITIES EXIST ON SITE SUCH
AS ELECTRICAL, TELEPHONE, WATER LINES. ALL

SUCH ITEMS SHALL BE REMOVED PRIOR TO
GRADING OPERATIONS. TIHE CONTRACTOR SHALL
COORDINATE 111TIH P.G.&E AND A.T.&T PRIOR TO

TIHE START OF CONSTRUCTION TO INSURE THAT
ALL FACILITIES ARE DISCONECTED.
13+7 .so
EXIST. AC DIKE TO

BE REMOVED
CL
ii.-1·30'00"
R-7500.05
L-196.35

GRAPHIC SCALE
,. ,0 eo 120
l'---1 I __ _____.I
( IN FEET )
1 inch - 30 ft.

NOTE:

TELEPHONE LINES, GAS MAIN AND SERVICES,
ELECTRICAL LINES, A.T.&T. LINES AND PRIVATE
WATER LINES EXIST IN THE AREA OF WORK.

THE CONTRACTOR SHALL CALL USA TO FIELD

LOCATE ALL FACILITIES AND HE SHALL THEN

POTIHOLE EACH UTILITY TO VERIFY DEPTIH

AND LOCATION PRIOR TO TIHE START
OF CONSTRUCTION.

SEE PLAN SHT. C-4 FOR

CONSTRUCTION NOTE LIEGEND
DESCRIPTION DATE APP. TE TARTAGLIA ENGINEERING CIVIL ENGINEERS 7360 El Camino Real, Suite E, Atascadero, CA 93422
805-466-5660 FAX, 805-466-5471
C.ARCHER

DESIGN RCT

DRAWN RCT
CHECKED XXX SCALE 1"=30'
DWG.NO. 20-19
DATE 4/01/22
SHEET
ClZ or 18
Attachment
9

UP
W
W
W
W
W
W
W
W
W
W
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Ramada Dr.

U.S. - 101
Volpi Ysabel Rd.

Marquita Ave. Nutwood Cir 1. MINIMUM PLANT SIZES: STREET TREES (24"BOX), SITE TREES (15 GAL.), SHRUBS (1 GAL.), GROUNDCOVER (FLATS) 2. IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF SITE CONSTRUCTION. SYSTEM SHALL BE UNDERGROUND, AUTOMATIC WITH POP-UP SPRAY HEADS, "SMART" CONTROLLER AND AUTOMATIC RAIN SHUTOFF. LOW PRECIPITATION RATE HEADS TO BE USED TO MINIMIZE RUNOFF. 3. POINT OF CONNECTION FOR WATER SUPPLY, SHALL BE BY A NEW LANDSCAPE SUB METER. 4. ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM BARK MULCH AFTER INSTALLATION. 5. ALL PLANT MATERIAL SHALL CONFORM TO THE CITY OF PASO ROBLES OR STATE OF CALIFORNIA MODEL WATER CONSERVATION ORDINANCE. 6. ALL PLANTING AND IRRIGATION SHALL BE INSTALLED PER THE CITY OF PASO ROBLES STANDARDS AND CODES. 7. FOR SITE WORK, ARCHITECTURAL, AND GRADING/DRAINAGE INFORMATION SEE PLANS BY OTHERS. 8. ALL AREAS BEYOND THE AREA OF WORK THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION. 9. DRAWINGS ARE FOR DESIGN AND REVIEW PURPOSES ONLY AND SHALL NOT BE USED AS CONSTRUCTION DOCUMENTS. 10. TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL BE INSTALLED WITH A LINEAR ROOT BARRIER TO PROTECT AGAINST HARDSCAPE DAMAGE. 11. STREET TREES ARE TO BE SELECTED FROM THE CITY OF PASO ROBLES APPROVED TREE LIST. GENERAL NOTES NUTWOOD CIRCLE THEATRE DRIVE DISPLAY AREA PROPOSED 6' HIGH MOUNTED SIGN REFER TO PLANS BY OTHERS 50' SITE TRIANGLE (TYP.) 25' SITE TRIANGLE (TYP.)25' SITE TRIANGLE (TYP.) PROPOSED 6' BLACK STEEL SITE FENCING PROPOSED RETENTION BASIN EXISTING NOT A PART EXISTING NOT A PART EXISTING NOT A PART EXISTING NOT A PART CONCEPTUAL LANDSCAPE ENLARGEMENT - A REFER TO L-02 CONCEPTUAL LANDSCAPE ENLARGEMENT - B REFER TO L-03 CONCEPTUAL PLANTING LEGEND STREET TREES - 24" BOX Chinese Pistache - Pistacia chinensis * London Plan Tree - Platanus acerifolia * PERIMETER SCREENING TREES - 15 GAL. Japanese Zelkova - Zelkova serrata * Golden Locust - Robinia p. 'Frisia' * EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED MEDIUM FLOWERING SHRUBS - 1 GAL. SMALL FLOWERING SHRUBS - 1 GAL. Red Hot Poker - Kniphofia uvaria * Hidcote Lavender - Lavandula a. 'Hidcote' * Hardy Yellow Ice Plant - Delosperma nubigens Blue Chalksticks - Senecio serpens SMALL ORNAMENTAL GRASSES - 1 GAL. Berkeley Sedge - Carex divulsa * Blue Oat Grass - Helictotrichon sempervirens * Siskiyou Blue Fescue - Fetuca 'Siskiyou Blue' L.I.D. PLANTING - FLATS Yarrow - Achillea millefolium * Small Cape Rush - Chondropetalus tectorum * Elk Blue CA Gray Rush - Juncus patens 'Blue Elk' *
Pine Muhly - Muhlenbergia dubia FLOWERING GROUNDCOVERS - FLATS Creeping Myoporum - Myoporum p. 'Putah Creek' * Bearberry Cotoneaster - Cotoneaster d. 'Low Fast' *Trailing Rosemary - Rosmarinus officinalis 'Prostratus' * HYDROSEED MIX - SEED S&S Seeds - Basic Native Erosion Control Mix Chinese Elm - Ulmus Parvifolia* Italian Buckthorn - Rhamnus alaternus * Clara Indian Hawthorn - Rhaphiolepis i. 'Clara' * Little John Bottlebrush - Callistemon 'Little John' Concha ceanothus - Ceanothus 'Concha' * - Preferred Plants S2S3S1 HYDROSEED MIX - SEED S&S Seeds - Basic Native Mix Non-irrigated OAK TREE SPECIES (MITIGATION) - 15 GAL. PROPOSED BUILDING PROPERTY LINE PROPOSED 6" PRIVATE WATERLINE REFER TO CIVIL PLANS BY OTHERS \\pleinaire420\Pleinaire Shared\Drawing File\Studio 2G\Peterbilt\Landscape\Conceptual\CLP.dwg ~
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Preliminary
Appendix B - Water Efficient Landscape Work sheet
Reference EVapotranspir.ition (ETO): 11-9.2
Project· Peterbilt Paso Robles 2005 Thea ter Drive Pa.o Robles CA 93446 ' ' ' Hydrozone II Plant Irrigation
/Planting Factor Method b
Description a (PF)
Regular Landscape Areas
\lcrv Low o., drip
I= O.lS drip
M~diUIT o.~ dri p Hi;:h o.s drip
Non-Irrigated 0.0 n/o
Specl;;il Landscape Areas
,crt
Maximum Allowed Water Allowance (MAWA),
a d
Hydrozonc #/Pl;mting Description E.g.

Li fronl lawn

2.) rn~dium w~L~r u,e µIon ling
ETWU [Annual Gallons Required)
- Eto 0.62 x IT.AF x Arec1
where 0.62 is a convers ion fJctor tho!
converts acre-i nche, per acre per yea r
tu ~a l Ions ~er sc,uare foot p~r vear.

ETAF Calculations:

Irrigation
Efficiency
(IEk;

0.81 0.81

0.81 0.81
o.,
b
'
ETAF \PF/I E) Landscape ETAF x Estimated
Area (sq. ft.\ Area Total Water
Use (ETWU) e

0.12 [.Ul :J5,lbS.00 lU,8~:J.40 :JCll,011.%
O.G2 <-,03:l.OO 2.493.21 7G.0~2.87

0.99 O.OQ 109,279.00
Totals 148,483.00 13,346.60 407,124.84
'
. .

Totals
ETWUTotal 407,124.84
2,038,195.44
' Irrigation Method
overhead ,pray or drip
Irrigation Efficiency

0.75 for ,pray head

0.61 for drip
MAWA (Annual Gallons Allowed)
= :Eta) I O.G2) [ (ETAFx LA},. 1{1-ETAFI x SLA)]
wnere IJ.bl is a conversion 'iactor that convert, acreinches per acre per veac to ,~a l Ions per square /cot per ye,ar, LA i> lhe Lotal lar,d,cape J1ea in ;~u~r~ fee~ SUI i; the total special la ndscape area in square feet, and IT/1.F is .55 fur ,.,.,;c,.nLidl dr~,s drill 0.45 fur rm n-,,.,itl,.nl idl Average ETAF for RegLilar Landscape Areas m~st be 0.55 or below for residential areas, and 0.4S e r below for nonresidential areas.

All landscape Area; Regular
Total ETAF X /Vea 18>0] 13,345.60 To tal ETAF X Area (3) 13,346.60 Total Arna {A+CJ 148,483.00 Total Area /A) 148,483.00 Sitewide ETAF (31D): IA ICI 0.0, Average ETAF (E. A) 0.09

THE DRAWING, DESIGN IDEAS, AND FEATURES OF

CONSTRUCTION, DEPICTED WITHIN THE DRAWINGS ARE THE
EXCLUSIVE PROPERTY OF KEVIN J. SMALL LANDSCAPE
ARCHITECT. THEY ARE NOT TO BE REUSED, REPRODUCED,

COPIED, SOLD, OR USED FOR ANY OTHER PURPOSE WITHOUT
THE EXPRESSED WRITTEN CONSENT OF KEVIN J. SMALL;
RLJ, 2929. C 2022 KEVIN J. SMALL
Attachment 9 Page 501 of 692 City Council Agenda June 20, 2023 UP
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Ramada Dr.

U.S. - 101
Volpi Ysabel Rd.

Marquita Ave. Nutwood Cir CONCEPTUAL PLANTING LEGEND STREET TREES - 24" BOX Chinese Pistache - Pistacia chinensis * London Plan Tree - Platanus acerifolia * PERIMETER SCREENING TREES - 15 GAL. Japanese Zelkova - Zelkova serrata * Golden Locust - Robinia p. 'Frisia' * EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED MEDIUM FLOWERING SHRUBS - 1 GAL. SMALL FLOWERING SHRUBS - 1 GAL. Red Hot Poker - Kniphofia uvaria * Hidcote Lavender - Lavandula a. 'Hidcote' * Hardy Yellow Ice Plant - Delosperma nubigens Blue Chalksticks - Senecio serpens SMALL ORNAMENTAL GRASSES - 1 GAL. Berkeley Sedge - Carex divulsa * Blue Oat Grass - Helictotrichon sempervirens * Siskiyou Blue Fescue - Fetuca 'Siskiyou Blue' L.I.D. PLANTING - FLATS Yarrow - Achillea millefolium * Small Cape Rush - Chondropetalus tectorum * Elk Blue CA Gray Rush - Juncus patens 'Blue Elk' * Pine Muhly - Muhlenbergia dubia FLOWERING GROUNDCOVERS - FLATS Creeping Myoporum - Myoporum p. 'Putah Creek' * Bearberry Cotoneaster - Cotoneaster d. 'Low Fast' * Trailing Rosemary - Rosmarinus officinalis 'Prostratus' * HYDROSEED MIX - SEED S&S Seeds - Basic Native Erosion Control Mix Chinese Elm - Ulmus Parvifolia* Italian Buckthorn - Rhamnus alaternus * Clara Indian Hawthorn - Rhaphiolepis i. 'Clara' * Little John Bottlebrush - Callistemon 'Little John' Concha ceanothus - Ceanothus 'Concha' * - Preferred Plants S2S3 S1 HYDROSEED MIX - SEED S&S Seeds - Basic Native Mix Non-irrigated OAK TREE SPECIES (MITIGATION) - 15 GAL. L-02 CONCEPTUAL LANDSCAPE ENLARGEMENT - A NUTWOOD CIRCLE THEATRE DRIVE DISPLAY AREA PROPOSED 6' HIGH MOUNTED SIGN REFER TO PLANS BY OTHERS 50' SITE TRIANGLE (TYP.) 25' SITE TRIANGLE (TYP.)25' SITE TRIANGLE (TYP.) PROPOSED 6' BLACK STEEL SITE FENCING PROPOSED RETENTION BASIN PROPOSED BUILDING SITE SHADE TREE WILL VARY IN SPECIES AND SIZE PROJECTED GROWTH OF FIVE YEARS REPRESENTS THE CHINESE ELM TREE CHAMBERS PER CIVIL FOUR (4) MITIGATION OAK TREES MATCHLINE - A (SEE L-03) PROPOSED 6" PRIVATE WATERLINE REFER TO CIVIL PLANS BY OTHERS PROPERTY LINE CENTER OF TREE TO WATER LINE = 18'-0" 18' PROPOSED NEW BILLBOARD SIGNAGE REFER TO PLANS BY OTHERS PROPOSED 540 SQ. FT. OF GRAVEL. TBD BY OWNER \\pleinaire420\Pleinaire Shared\Drawing File\Studio 2G\Peterbilt\Landscape\Conceptual\CLP.dwg --=-- ----=- --=-
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FEATURES OF ESIGN IDEAS, AND INGS ARE THE THE DRAWING, D CTED WITHIN THE DRAW LANDSCAPE CONSTRUCTION, OF KEVIN J. SMALL [PRODUCED,
EXCLUSIVE p~gE~E NOT TO BE REUS~SRP~SE WITHOUT ~~g~d~c~OL6, usE~ g;H~~VIN J. SMALL; THE EXPRESSED0 t2Rl]ZE~IN J. SMALL RLJ, 2929. C 2 Attachment 9 Page 502 of 692 City Council Agenda June 20, 2023 W
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W SHEET NO. DATE OWNER SHEET TITLE PLEIN DESIGN GROUP IRE 3203 Lightning St., Ste. 201 // Santa Maria, CA 93455 805.349.9695 // www.pleinairedg.com CONCEPTUAL LANDSCAPE ENLARGEMENT - B 0 10 20 40 SCALE : 1" = 20'-0" NORTH PETERBILT PASO ROBLES 22219 Craig Archer 3030 Ramada Drive Paso Robles, California 93446 2805 THEATRE DRIVE // PASO ROBLES, CALIFORNIA 93446 2022.12.15 NORTH N.T.S. SITE VICINITY MAP Theater Dr. Ramada Dr. U.S. - 101 Volpi Ysabel Rd. Marquita Ave. Nutwood Cir CONCEPTUAL PLANTING LEGEND STREET TREES - 24" BOX Chinese Pistache - Pistacia chinensis * London Plan Tree - Platanus acerifolia * PERIMETER SCREENING TREES - 15 GAL. Japanese Zelkova - Zelkova serrata * Golden Locust - Robinia p. 'Frisia' * EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED MEDIUM FLOWERING SHRUBS - 1 GAL. SMALL FLOWERING SHRUBS - 1 GAL. Red Hot Poker - Kniphofia uvaria * Hidcote Lavender - Lavandula a. 'Hidcote' * Hardy Yellow Ice Plant - Delosperma nubigens Blue Chalksticks - Senecio serpens SMALL ORNAMENTAL GRASSES - 1 GAL. Berkeley Sedge - Carex divulsa * Blue Oat Grass - Helictotrichon sempervirens * Siskiyou Blue Fescue - Fetuca 'Siskiyou Blue' L.I.D. PLANTING - FLATS Yarrow - Achillea millefolium * Small Cape Rush - Chondropetalus tectorum * Elk Blue CA Gray Rush - Juncus patens 'Blue Elk' * Pine Muhly - Muhlenbergia dubia FLOWERING GROUNDCOVERS - FLATS Creeping Myoporum - Myoporum p. 'Putah Creek' * Bearberry Cotoneaster - Cotoneaster d. 'Low Fast' * Trailing Rosemary - Rosmarinus officinalis 'Prostratus' * HYDROSEED MIX - SEED S&S Seeds - Basic Native Erosion Control Mix Chinese Elm - Ulmus Parvifolia* Italian Buckthorn - Rhamnus alaternus * Clara Indian Hawthorn - Rhaphiolepis i. 'Clara' * Little John Bottlebrush - Callistemon 'Little John' Concha ceanothus - Ceanothus 'Concha' * - Preferred Plants S2S3 S1 HYDROSEED MIX - SEED S&S Seeds - Basic Native Mix Non-irrigated OAK TREE SPECIES (MITIGATION) - 15 GAL. L-03 CONCEPTUAL LANDSCAPE ENLARGEMENT - B THEATRE DRIVE PROPOSED NON-IRRIGATED HYDRO SEEDMIX BASIC NATIVE MIX EXISTING OAK TREES TO REMAIN MATCHLINE - A (SEE L-02) \\pleinaire420\Pleinaire Shared\Drawing File\Studio 2G\Peterbilt\Landscape\Conceptual\CLP.dwg j
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THE DRAWING, DESIGN IDEAS, AND FEATURES OF

CONSTRUCTION, DEPICTED WITHIN THE DRAWINGS ARE THE
EXCLUSIVE PROPERTY OF KEVIN J. SMALL LANDSCAPE
ARCHITECT. THEY ARE NOT TO BE REUSED, REPRODUCED,

COPIED, SOLD, OR USED FOR ANY OTHER PURPOSE WITHOUT
THE EXPRESSED WRITTEN CONSENT OF KEVIN J. SMALL;
RLJ, 2929. C 2022 KEVIN J. SMALL
Attachment
9

SHEET NO. DATE OWNER SHEET TITLE PLEIN DESIGN GROUP IRE 3203 Lightning St., Ste. 201 // Santa Maria, CA 93455 805.349.9695 // www.pleinairedg.com L-04 PLANT IMAGERY PETERBILT PASO ROBLES 22219 Craig Archer 3030 Ramada Drive Paso Robles, California 93446 2805 THEATRE DRIVE // PASO ROBLES, CALIFORNIA 93446 2022.12.15 Chinese Pistache London Plane Tree Japanese Zelkova Golden Locust Chinese Elm Oak Clara Indian Hawthorn Hidcote Lavender Red Hot Poker Berkeley Sedge Blue Oat Grass Yarrow Small Cape Rush Elk Blue California Gray Rush Myoporum Lowfast Cotoneaster Trailing Rosemary NOTE: PLANT IMAGERY SHOWN IS REPRESENTATIVE ONLY. FINAL SELECTIONS MAY VARY. SEE CONCEPTUAL PLANTING LEGEND FOR MORE INFORMATION. Italian Buckthorn \\pleinaire420\Pleinaire Shared\Drawing File\Studio 2G\Peterbilt\Landscape\Conceptual\CLP.dwg Attachment
9

OVERALL SITE PLAN KEYNOTES

10.01 5' EXTERIOR DIRECTIONAL SIGNAGE

10.02 EXISTING BILLBOARD TO BE REMOVED AT END OF CONSTRUCTION

10.03 PROPOSED 6' TALL MONUMENT SIGN

26.01 PROPOSED LOCATION OF ELECTRICAL TRANSFORMER

26.02 POLE MOUNTED LED AREA LIGHTS

32.01 PROPOSED CONCRETE PAD AREA

32.02 CURB NOTCH ADDED TO PROTECT TREES. REFER TO LANDSCAPE PLAN

32.03 6' BLACK STEEL SITE FENCING

32.04 PROPOSED 30' BILLBOARD
Exp. 08-31-23
2138
08AUG22 DEVELOPMENT PLAN REVIEW
03OCT22 PLANNING COMMISSION SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Architects, LLP
AS101

OVERALL

ARCHITECTURAL
SITE PLAN 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N
#
11+00
12+00
13+00
BC = 13+79.60
14+00
15+00
EC = 15+75.95
16+00
17+00
BC = 17+61.67
18+00
19+00
N09°38'31"E
185.72'
107.54'
S81°52'05"E 5+00
6+00
EC = 6+88.74
7+00
8+00
9+00
10+00
10+93.20
17+58.81 THEATRE DR.=
4+62.95 NUTWOOD DR.

UNDERGROUND

ELECTRICAL (TO BE REMOVED)
OH

W W W W W
W
W

W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
T
G

W W W W W W W W W W W
BC 5+70.49
EXIST 8" PVC WATER LINE
S10°48'53"W

61.00'
S79°11'07"E

32.00'
16+05.74
CL. NEW DRIVEWAY
50'
S01°45'46"W

27.01'
-1.34%
-1.83%

SEE DRAINAGE PLAN FOR OVERLAND
FLOW CHANNEL DETAILS. SHT. C-12
1 G G G
E
E
E
E
E
13 2
2 2
3 3
3 14
8 4
5 5
7 E
E
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
(PROTECT)
(PROTECT)

DRIP LINE

DRIP LINE
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T T
T T
T
T

GRADE BREAK
1 TOE OF FILL

TOP OF CUT
2 2

TENTATIVE PROPERTY LINE
54" OAK
36" PINE
15" PINE
12" PINE
36" PINE
12" PINE
12" PINE
18" PINE
48" OAK
27" EUC
36" EUC
8" OAK
30" PINE
24" PINE
36" PINE
24" PINE
48" OAK
4" OAK
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
WORK
BENCH
WORK
BENCH
WORK
BENCH
TOOLS
TOOLS
TOOLS
WORK
BENCH
BENCH
TOOLS
WORK
TOOLS
BENCH
BENCH
TOOLS
WORK
BENCH
BENCH
TOOLS
WORK
TOOLS
BENCH
BENCH

CNG BAY

PARTS COUNTER

TECH COUNTER

TWO STORY
SPACE

OVERHEAD CRANE
PARTS

ENTRANCE

DRIVER MEN'S

DRIVER WOMEN'S

FOUNTAIN
JAN.

SPECIAL TOOLS

WARRANTY/ CORES

WARRANTY

GENERAL MANAGER
UP

CONFERENCE

MANAGER
SALES
SALES
SALES

HISTORY WALL

DEALER LOGO WALL

TWO STORY
SPACE

BULKHEAD ABOVE
UP

TWO STORY
SPACE
SALES

DRIVER'S
LOUNGE

VENDING

SERVICE COUNTER

SERVICE MANAGER

PARTS MANAGER
GATE

LEASING

PETERBILT LOGO
1520 SF
FIRST FLOOR: 20,735 SF
SECOND FLOOR: 4,553 SF
TOTAL: 25,288 SF
MEN'S

WOMEN'S
SHOWER
TOOLS
WORK
BENCH
WORK
BENCH
TOOLS
TOOLS
WORK
WORK
BENCH
TOOLS
BENCH
BENCH
OIL
DPF

COMPRESSOR ABOVE
CAGE

PALLET RACKING

EYE WASH

EYE WASH
CLOSET
IT
CLOSET

SERVICE DRIVE

LOADING DOCK
TECH. RR
1 SIGNAGE DETAILS
1 SIGNAGE DETAILS
INVENTORY PARKING (30 SPACES)
SERVICE PARKING (15 SPACES)
EMPLOYEE PARKING (27 SPACES)
CUSTOMER PARKING (20 SPACES)
PARKING LANDSCAPING (26,268 SF)
Thick, dashed blue line indicates
Property Lines

PROPOSED BUILDING

TRAILER PARKING
6 SPOTS.

Conc. pad

INVENTORY PARKING
11 SPOTS

INVENTORY PARKING
4 SPOTS

INVENTORY PARKING
12 SPOTS

CUSTOMER PARKING
14 SPOTS

CUSTOMER PARKING
6 SPOTS
WASTE

ENCLOSURE
29'-2"
40'-0"
40'-3"
40'-0"
29'-9"

INVENTORY PARKING
3 SPOTS
18'-0"
50'-0"
65'-0"
34'-2"

EMPLOYEE PARKING
18'-0"
13 SPOTS
9'-0"

CLEAN AIR SPOTS
EV charger (services 2
spaces)
7'-6"
10-25 spaces 1 EV space
26-50 spaces 2 EV spaces
per CalGreen Code
10-25 spaces 1 Clean Air space
26-50 spaces 3 Clean Air spaces
per CalGreen Code

OVERFLOW PARKING
8 SPOTS
12'-0"
5'-0"
9'-0"
Display Area
Display Area
Conc. pad around
building
Retention Basin

PROPOSED SITE PLAN
Scale: 1/32" = 1'-0" 2

EMPLOYEE PARKING
14 SPOTS
50'-0"
2% 8% Max.

Linear slot drain
65'-0"

32.036' BLACK STEL ITEFNCIG

32.036' BLACK STELIE FNCIG

32.036' BLACK STELSITE FNCIG

32.036' BLACKSTEL ITEFNCIG

32.01 PROSED CONRET PADREA

32.01 PROSED CONRET PADREA

26.01 PROSED LOCATIN OFELCTRIAL TRNSFORME

26.02 POLE MUNTED LARE LIGHTS

26.02 POLE MUNTED LARE LIGHTS

10.015' EXTRIO DRECTIONAL SIGNAE

10.015' EXTRIO DRECTIONAL SIGNAE

10.02 EXISTNG BILOARD TBERMOVED ATND OFCNSTRUCION

10.03 PROSED 6'TAL MONUET SIGN

COVERED

TRUCK WASH
AREA

32.02 CURB NOTCH ADE TOPRTEC RES. FER TOLANDSCPE LAN

32.02 CURB NOTCH ADE TOPRTEC RES. FER TOLANDSCPE LAN

32.02 CURB NOTCH ADE TOPRTEC RES. FER TOLANDSCPE LAN

32.04 PROSED 30'BILOARD
Thick, solid blue line indicates
Property Line
Dashed blue line indicates (N)
6" private water line
10'
10'
10' Offer of Dedication
10'
E
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F CAll~7 ,..,, ~'4 =,,,cAttachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Arc hitec ts, LLP
AS111

SITE FENCING
EXHIBIT2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N
6'-8"
4" 6'-0" 4"
Post every 6'
typ.
4"
typ.

TOP OF FENCE

BLACK STEEL FENCING

PROPOSED SITE FENCING
SCALE: 3/4" = 1'-0"

PROPOSED FENCE SPEC

PROPOSED FENCE AT THEATRE DRIVE ENTRY PROPOSED FENCE AT NUTWOOD CIRCLE ENTRY 50'-0"
65'-0"
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
RAIS
as p
NOT
n u RAllLAD
DR "J' THill

HEJCHTSO
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( PER DCM. COO£)
__ _,__ __ _
F
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INDUSTRIAL STYLE 9 SPEC rlCATIONS
Ho~ont· I Ra 1, : 1 !5 /8, X 1 518
S de Wall : .100 ..

Top W lls: ,070
Internal: 8, Metal S•upport Ribs
G GSTO YOUR FE Cc P L OECR 'A"
p, ck • , .. x ·1"· x .012-·
P ck t Sp· cingr. 4
P,owde Coat 2604,.5 AAMA.

LHetJme Warranty: No Rusting
D'.IMENSIONS
--
A B E
' 7 5 • 40 3 / 8 " p
• 7 fl/ - 52: 3 / 8 "
6' 7 b/ 8" 64 3 / 8" .
7' 73 3 / 8 " -
a· 1 - 85 3 / 8 " PER
ff I 94 3 / 8 "
a· 1 , a· 1,06 i s·•
Oc;J.

OCAL
LOCAL
LOCAL
OCAJ.
co
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____ _, --- f.-
- - - - - -------'s- ~~
Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 stud io2G Arc hitec ts, LLP
AS112
SITE DETAILS 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA PRELIMINARY DRAWINGS N O T F O R C O N S T R U C T I O N 18'-8"
10'-8"
SLOPE SLAB MIN. 1/8":1'0"
13'-0"
7'8" METAL GATES. 90° OPENING MIN. -TYP.
4" DIAMETER BOLLARD.
4" SQUARE METAL TUBE, SET IN CONCRETE
8" CONCRETE SLAB ON GRADE WITH #3 REBAR @ 18" O.C.

PLACE OVER 1 1/2" SAND OVER 9" AGGREGATE BASE
4" CONCRETE SLAB ON GRADE.
8x8x16 CONCRETE BLOCK WALL
8" HIGH CONCRETE CURB WITH 1/2" RADIUS

CORNERS-TYPICAL
6" TYP.
4 CU. YRD. BINS-TYP. ONE FOR TRASH, ONE

FOR RECYCLE
SLOPE SLAB MIN. 1/8":1'0"
2"
SIM.
36" X 60" HIGH STEEL GATE, 2" TUBE STEEL
FRAME WITH LOUVERS. MATCH SIM. TO
TRASH ENCLOSURE GATE.

PROVIDE HOLES AT CONCRETE SLAB FOR
CANE BOLT AT DOORS-TYP. 4 LOCATIONS

TOP OF WALL
6'-2"
5'-6" 4" 4"

TOP OF WALL
6'-2"
18'-8"
2" MASONRY CAP

BURNISHED CMU BLOCK
COLOR: 78-101 (LIGHT GREY)
6'-2"
5'-10" 2" 2"
10'-8"
2'-0" 3'-4" 5'-4"

TOP OF WALL

EQUAL EQUAL
3'-0"
6"
1'-6"

CONCRETE SLAB

POST CONCRETE
FOUNDATION. FOOTING SIM.

TO X/S-X.X
STEEL HINGE. SHOP WELD 1/2 OF
HINGE TO GATE FRAME. OTHER

HALF TO BE FIELD BOLTED TO POST
PADLOCKABLE, 3/4" ROUND

SLIDE BOLT
4" SQ. X 1/4" TUBULAR ST. POST
EACH SIDE W/ WELDED CAP.
5'-6"
6" 6"
6'-0"
CMU BLOCK PER DETAIL 26, THIS
SHEET
3" STEEL TUBE

FRAME-POWDER COAT
FINISH

STEEL POWDER COATED
INFIL HORIZONTAL LOUVERS.
100% DIRECT VISUAL

SCREENING
3" INTERMEDIATE STEEL

TUBE RAIL-POWDER COAT
FINISH. COLOR: BRONZE

STEEL POWDER COATED

INFILL HORIZONTAL
LOUVERS. 100% DIRECT
VISUAL SCREENING. COLOR:

TBD
5/8"X18" CANE BOLT AT

FRAME BEYOND
4"

PROVIDE GRADE BEAMS
BETWEEN THE GATES.

DETAIL SIM. TO X/S-X.X
HSS WITH BASE PLATE SIM.

TO X/S-X.X OR EMBED INTO

CONCRETE AT SHOWN

TRASH ENCLOSURE GATE DETAIL
Scale: 1/2" = 1'-0"
7 6"
8"X8"X16" CMU BY AIR VOL
BLOCK, BURNISHED - 60-101
(STOCK GREY). GROUT ALL

CELLS SOLID
#4 BAR MID, TOP AND
BOTTOM
3"
#4 HORIZ. @ 24"
O.C.
#4 @ 24" O.C. HOOK ENDS

INTO FOOTING
#3 REBAR @ 18" O.C. EA.

WAY-HOOD ENDS INTO

FOOTING
4" CONCRETE SLAB ON
GRADE WITH #3 REBAR @18"
O.C. EA. WAY. PLACE OVER 1
1/2" SAND
3"
2'-0"
#4 VERT. @ 16"
O.C.
5'-1"
8"
2'-0" LAP
1'-0"

ALL WORK SHALL CONFORM TO THE SECTIONS OF THE
STANDARD SPECIFICATIONS ENTITLED “STANDARD

SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION”, APPROVED CURRENT EDITION AND THE
FOLLOWING GENERAL NOTES:

SUBGRADE PREPARATION SHALL BE CONSTRUCTED TRUE TO

GRADE AND CROSS SECTION AND PER SOILS REPORT

RECOMMENDATIONS
CONCRETE SHALL BE CLASS “B” AND HAVE A SLUMP BETWEEN

2.5” (65MM) AND 5.5” (0.14MM). THE SURFACE SHALL BE FINISHED

TO GRADE AND CROSS SECTION WITH A FLOAT, TROWELED
SMOOTH, AND FINISHED WITH A BROOM.

CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR

WRITTEN APPROVAL IS OBTAINED FROM THE CITY/COUNTY
ENGINEER.

IF ANY PLACE, PREMISES OR USE OF PROPERTY ACCUMULATES

OR GENERATES SUFFICIENT REFUSE TO REQUIRE MORE THAN

FOUR STANDARD CONTAINERS, THE SOLID WASTE MAY

REQUIRE OCCUPANT TO PROVIDE AND INSTALL A DETACHABLE

BIN-BOX OF SUFFICIENT CAPACITY TO HOLD ACCUMULATED
REFUSE.

DETACHABLE BIN REFUSE CONTAINERS SHALL BE PLACED ON A
CONCRETE REFUSE CONTAINER PAD AT GRADE LEVEL.

THE APRON SURFACE SHALL BE THE SAME ELEVATION AS THE

ENCLOSURE PAD

ONLY SOLID WASTE CONTAINERS ARE ALLOWED INSIDE THE
ENCLOSURE. GREASE STOARGE BINS, SOILED RAG
STORAGE....ETC. SHALL NEVER BE STORED IN THE ENCLOSURE

GATES SHALL BE SOLID METAL WITH CANE BOLTS/SLEEVES IN
THE OPEN AND CLOSED POSITION EACH GATE. HUNG GATES
SHALL HAVE A 4" CLEARANCE OFF THE FINISHED PAD OR APRON

1. 2.

3. 4.

5. 6.

7. 8.

9. TRASH ENCLOSURE PLAN
Scale: 1/2" = 1'-0" 10

TRASH ENCLOSURE - CMU DETAIL
Scale: 1/2" = 1'-0" 25 TRASH ENCLOSURE ELEVATIONSScale: 1/2" = 1'-0" 28 03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
-
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llll-1111-1111-1111-IIII-IIII-
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Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 stud io2G Arc hitec ts, LLP
AS113
SITE
RENDERINGS 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

VIEW TOWARDS TRUCK DISPLAY FROM THEATRE DRIVE ENTRY VIEW FROM THEATRE DRIVE ENTRY AT NIGHT

VIEW FROM NORTHWEST CORNER OF SITE VIEW FROM SOUTHWEST CORNER OF SITE PROPOSED 35' TALL SIGN

EXISTING BILLBOARD
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Arc hitec ts, LLP
AS201

SITE LIGHTING
PLAN2805 Theatre Drive
Paso Robles, CA 93446
Peterbilt Paso Robles
APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA PRELIMINARY DRAWINGS N O T F O R C O N S T R U C T I O N

PETERBUILT PASO RPBLES
2805 THEATRE DRIVE
PASO ROBLES, CA 93446

DESIGNER

LAUREN SHAW
DATE
4/12/2022
SCALE
1 :30
FILE NAME:

SUMMARY
1 of 2

LED LUMINAIRE SCHEDULE
Symbol Label Quantity Manufacturer Catalog Number Description Lamp Lumens Per Lamp
Light
Loss
Factor
Wattage Notes
S
1 LITHONIA RSX2 LED P3 40K R4 MVOLT SPA NLTAIR2 PIRHN [FINISH]///SSS

21.5FT [THICKNESS] DM28AS [FINISH]

LED POLE MOUNTED AREA LUMIAIRE ON

SQUARE STRAIGHT STEEL POLE
4000K
LED
22020 0.92 299.96 ASSUMED 2.5FT CONCRETE BASE - PLEASE CONFIRM SL
5 LITHONIA RSX2 LED P3 40K R4 MVOLT AASP HS NLTAIR2 PIRHN [FINISH]///SSS 21.5FT [THICKNESS] DM19AS [FINISH]

LED POLE MOUNTED AREA LUMIAIRE WITH

TILTABLE ARM ON SQUARE STRAIGHT

STEEL POLE
4000K
LED
14473 0.92 149.98 ASSUMED 2.5FT CONCRETE BASE - PLEASE CONFIRM SL1
14 LITHONIA RSX2 LED P3 40K AFR MVOLT SPA HS NLTAIR2 PIRHN [FINISH]///SSS 21.5FT [THICKNESS] DM19AS [FINISH]

LED POLE MOUNTED AREA LUMIAIRE ON

SQUARE STRAIGHT STEEL POLE
4000K
LED
16493 0.92 149.98 ASSUMED 2.5FT CONCRETE BASE - PLEASE CONFIRM SL2
30 LITHONIA CNY LED P2 40K MVOLT LED SURFACE MOUNTED CANOPY

DOWNLIGHT
4000K
LED
6601 0.92 51.86
SL3 2 LITHONIA WDGE2 LED P2 40K 80CRI T3M MVOLT SRM [FINISH] LED SURFACE MOUNTED WALL SCONCE 4000K LED
2062 0.92 18.9815
SL4
12 TARGETTI KPL 41 WW L2 40 [TRIM RING] [INSTALLATION SLEEVE] LED RECESSED INGRADE WALLWASHER 4000K LED
4665 0.92 35.7

STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min
CORNER DISPLAY AREA 12.1 fc 18.8 fc 2.1 fc 9.0:1 5.8:1
PAD AROUND BUILDING 3.0 fc 12.3 fc 0.3 fc 41.0:1 10.0:1 PARKING+DRIVE 2.5 fc 22.9 fc 0.0 fc N/A N/A
SERVICE CANOPY 14.0 fc 18.4 fc 6.4 fc 2.9:1 2.2:1

DISCLAIMER
The photometric calculation is provided as service for evaluating lighting levels and the results are based upon the data entered by the designer and the criteria provided by the customer.

Responsibility of approval is by others. All of the data and fixture selections shall be reviewed and accepted by the approving authority. Fixture nomenclature shall be approved through submittal process prior to product being ordered.

0.1 0.2

0.3 0.7

1.5 2.3

1.9 1.0

0.5 0.3

0.2 0.2

0.2 0.4

0.9 1.9

2.3 1.3

0.6 0.3

0.2 0.6

1.1 1.6

2.4 3.4

4.0 3.7

2.7 1.9

1.6 1.1

1.0 1.3

1.7 2.5

3.5 3.7

2.9 1.9

1.4 0.8

0.5 0.8

1.1 1.4

1.8 2.3

2.7 2.6

2.1 1.7

1.6 1.6

1.6 1.7

1.9 2.4

3.0 3.1

2.6 2.0

1.6 1.2

0.9 0.7

0.9 1.0

1.3 1.6

1.8 1.7

1.5 1.4

1.3 1.4

1.4 1.4

1.5 1.7

2.0 2.0

1.8 1.4

1.2 1.0

0.8 0.6

0.6 0.7

0.9 1.1

1.2 1.2

1.1 1.1

1.1 1.1

1.2 1.1

1.1 1.2

1.3 1.3

1.2 1.0

0.9 0.8

0.7 0.4

0.5 0.6

0.7 0.8

0.8 0.8

0.8 0.8

0.8 0.9

0.9 0.9

0.9 0.9

0.9 0.9

0.8 0.7

0.7 0.6

0.6 0.3

0.4 0.4

0.5 0.5

0.6 0.6

0.7 0.7

0.7 0.7

0.7 0.7

0.7 0.7

0.7 0.7

0.7 0.6

0.6 0.5

0.5 0.5

0.3 0.3

0.4 0.4

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.5

0.4 0.4

0.5 0.3

0.4 0.4

0.4 0.5

0.5 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.5

0.5 0.5

0.5 0.4

0.4 0.4

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 0.4

0.4 0.3

0.6 0.6

0.6 0.5

0.5 0.4

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 0.3

0.3 0.3

0.4 0.5

0.9 0.9

0.7 0.6

0.5 0.4

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 0.3

0.3 0.3

0.4 0.8

1.3 1.0

0.8 0.6

0.5 0.4

0.3 0.3

0.3 0.2

0.2 0.2

0.2 0.2

0.3 0.3

0.4 0.6

0.8 1.7

1.2 0.9

0.7 0.5

0.4 0.3

0.3 0.3

0.3 0.4

0.6 0.8

1.1 1.8

2.7 3.9

2.2 1.3

0.6 1.8

2.2 1.5

1.1 0.8

0.6 0.5

0.4 0.5

0.7 1.0

1.5 2.2

2.9 1.2

0.7 1.4

2.7 2.9

1.9 1.3

0.9 0.6

0.5 0.5

0.6 0.9

1.2 1.7

2.0 0.6

0.3 2.2

3.2 3.3

2.1 1.4

0.9 0.7

0.5 0.5

0.6 0.8

1.0 1.4

1.5 0.3

0.1 1.6

2.8 3.0

2.0 1.3

0.9 0.7

0.6 0.5

0.7 0.9

1.2 1.0

0.2 0.1

0.7 1.8

2.3 1.6

1.1 0.8

0.7 0.5

0.7 0.8

1.0 0.8

0.3 0.1

0.3 1.2

1.8 1.3

1.0 0.7

0.7 0.5

0.6 0.9

1.2 1.1

0.7 0.1

0.2 0.7

1.4 1.1

0.9 0.7

0.7 0.5

0.6 1.0

1.8 2.0

1.5 0.1

0.4 1.0

0.9 0.8

0.7 0.7

0.4 0.4

0.6 1.2

2.4 3.1

2.9 0.1

0.3 0.6

0.7 0.6

0.6 0.7

0.4 0.4

0.5 1.3

2.9 4.0

4.0 0.2

0.3 0.4

0.5 0.5

0.6 0.8

0.4 0.4

0.6 1.4

3.7 5.6

6.5 0.5

0.6 0.5

0.4 0.4

0.5 0.3

0.4 0.6

1.5 4.1

6.7 7.9

1.3 1.4

0.6 0.3

0.3 0.5

0.3 0.4

0.6 1.5

3.6 5.5

6.3 3.2

2.8 1.0

0.3 0.3

0.4 0.5

0.4 0.4

0.5 1.4

2.9 4.0

3.7 0.3

0.3 0.4

0.5 0.4

0.4 0.5

1.2 2.5

3.1 2.5

2.6 11.0

6.9 1.2

0.4 0.3

0.4 0.7

0.5 0.4

0.5 1.0

1.7 2.0

1.2 3.7

15.3 8.4

1.0 0.5

0.3 0.4

0.7 1.9

4.2 0.4

0.4 0.7

1.1 1.3

0.8 4.7

15.8 8.8

1.2 0.5

0.4 0.4

1.0 4.0

11.0 0.5

0.4 0.5

1.0 1.4

1.0 5.0

13.7 8.6

1.6 0.5

0.4 0.5

1.4 6.6

4.8 2.0

1.0 0.6

0.4 0.5

1.6 2.6

1.8 5.6

13.7 8.4

1.7 0.5

0.4 0.5

1.7 5.5

2.3 1.1

0.6 0.5

7.0 16.1

8.5 1.3

0.5 0.3

0.4 1.4

5.3 2.3

1.1 0.7

0.5 0.7

7.0 17.1

8.5 1.1

0.5 0.3

0.4 1.1

4.7 2.1

1.1 0.7

0.6 0.8

4.8 13.0

9.8 6.3

14.5 8.2

1.3 0.5

0.3 0.4

1.1 4.0

1.8 1.0

0.6 0.6

0.9 5.6

15.0 10.6

5.9 13.0

7.8 1.5

0.5 0.3

0.4 7.2

3.2 1.5

0.9 0.6

0.6 1.0

6.4 13.5

9.2 7.9

14.0 7.4

1.3 0.5

0.3 0.4

0.7 0.9

8.2 5.0

2.4 1.2

0.7 0.6

0.6 1.2

6.9 12.9

7.7 9.7

16.5 7.2

1.1 0.5

0.3 0.3

0.4 0.4

2.8 4.0

4.9 5.6

4.8 3.0

1.7 1.0

0.6 0.5

0.6 1.1

7.1 14.3

8.7 9.7

15.5 7.0

1.1 0.5

0.4 0.3

0.4 0.5

1.8 2.2

2.5 2.7

2.4 2.0

1.4 0.9

0.6 0.5

0.6 1.1

7.4 16.8

9.6 8.1

13.3 6.8

1.3 1.0

1.5 2.0

1.8 1.6

1.5 1.7

2.0 2.0

2.0 2.0

1.5 1.1

0.8 0.7

0.8 1.3

7.6 15.3

8.6 8.6

12.9 6.5

1.4 1.3

2.5 4.9

8.4 12.5

6.7 2.3

0.9 1.6

1.9 2.2

2.4 2.5

2.7 1.9

1.6 1.3

1.1 1.0

1.9 7.8

13.2 6.3

10.8 14.2

5.7 1.1

1.0 1.9

3.7 6.5

10.0 12.7

10.1 6.3

3.2 1.7

2.1 2.6

3.3 3.9

4.1 2.9

2.3 1.8

1.4 1.3

2.1 8.3

13.3 5.6

10.7 14.3

4.8 0.8

0.5 0.5

1.0 1.4

2.0 3.9

4.8 4.0

2.5 1.3

1.3 2.0

2.6 3.3

4.6 6.1

6.0 3.9

2.8 2.1

1.7 1.5

1.9 9.0

15.8 6.0

8.2 10.3

4.1 0.7

0.4 0.3

0.4 0.4

0.5 0.6

0.8 1.0

1.0 0.7

0.5 1.3

2.3 3.3

5.0 7.4

9.7 8.2

5.3 3.3

2.4 2.0

1.5 1.9

9.6 16.8

0.6 0.3

0.3 0.3

0.3 0.4

0.4 0.4

0.3 0.3

0.3 0.3

1.4 2.5

3.6 6.3

10.1 12.4

11.0 7.4

4.0 2.9

2.0 1.5

2.5 9.8

14.6 0.3

0.3 0.3

0.3 0.3

0.4 0.3

0.3 0.3

0.3 0.3

0.5 0.9

1.5 2.4

3.1 5.3

8.5 11.0

9.9 6.9

3.9 2.9

1.8 1.4

3.4 10.5

12.8 0.4

0.3 0.4

0.4 0.5

0.5 0.5

0.5 0.4

0.4 0.3

0.4 0.6

1.0 1.5

1.9 2.6

3.9 5.8

8.2 6.0

4.4 3.2

2.6 1.7

1.4 3.7

12.4 14.5

0.5 0.9

1.5 2.1

2.1 1.4

1.3 1.2

0.9 0.7

0.6 0.5

0.7 1.0

1.3 1.7

2.4 3.1

4.3 5.1

4.0 3.1

2.4 2.2

1.6 1.5

4.4 16.0

17.6 0.6

1.2 2.8

7.8 9.5

9.6 8.2

5.5 2.8

1.8 0.9

1.0 1.3

1.7 2.2

3.0 3.2

2.8 2.6

2.1 1.9

1.6 1.6

6.5 18.8

17.7 11.1

17.0 19.6

18.1 16.8

12.2 7.7

1.3 1.0

1.1 1.3

1.7 2.0

2.0 1.8

1.6 1.5

15.1 4.6

9.1 12.9

16.0 15.2

1.4 0.9

1.0 1.6

2.8 4.0

3.1 3.0

2.7 0.9

0.6 0.8

1.6 3.4

11.5 11.0

10.0 8.9

0.2 0.3

0.4 0.9

1.9 8.4

12.9 14.3

13.2 13.5

0.1 0.1

0.1 0.1

0.2 0.3

3.5 5.9

0.1 0.1 0.1

0.0 0.0

0.0 0.
0 0.0

0.0 22.9

7.5 7.5

10.5 15.7

16.7 15.8

14.3 2.1

18.8 0.4

0.4 0.4 0.4

0.4 0.5

0.7 0.8

0.7 0.7

0.6 0.5

0.4 0.4

0.4 0.4

0.4 0.6

1.1 1.9

2.2 1.9

1.7 1.4

1.2 0.9

0.7 0.5

0.4 0.4

0.5 0.5

0.7 1.0

2.1 5.5

6.6 5.5

4.9 3.8

3.3 2.4

1.7 0.9

0.5 0.4

0.4 0.4

0.6 0.9

1.3 1.7

2.2 6.6

8.4 9.6

9.7 9.0

8.2 6.7

4.8 1.8

0.7 0.5

0.4 0.4

0.9 1.6

3.4 3.6

5.9 7.2

7.4 8.6

6.6 2.4

1.0 0.6

0.4 0.4

1.2 2.9

8.3 8.0

2.2 1.3

0.7 0.5

0.4 0.8

1.5 3.6

7.9 4.0

2.3 1.0

0.6 0.4

0.9 1.8

5.0 11.2

10.1 4.2

1.4 0.6

0.4 1.0

2.1 5.4

9.1 8.3

3.8 1.4

0.6 0.4

1.1 2.6

7.5 11.0

9.4 9.3

3.4 1.3

0.6 1.2

3.0 7.2

8.2 8.4

6.9 2.7

1.1 0.6

0.7 1.4

3.8 10.1

11.7 6.8

2.4 1.0

0.5 0.7

1.5 4.3

8.6 9.1

5.2 2.1

1.0 0.5

0.6 1.6

5.3 11.3

11.5 5.0

2.0 1.0

0.6 0.5

1.3 3.8

6.0 9.0

4.6 2.4

1.4 11.4

5.9 3.7

2.2 9.3

7.2 4.0

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 0.3

0.3 0.3

0.3 0.3

0.3 0.3

12.3 10.3

13.1 11.8 16.3

14.9 13.7

7.7 13.7

18.0 17.2

15.6 8.3

15.2 18.1

15.2 16.3

18.2 18.1

14.0 10.1

16.4 17.2

17.5 12.2

9.1 14.2

14.6 15.2

9.7 10.1

6.4 18.4
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 23.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 12.8'
SL2 @ 12.8'
SL3 @ 12.8'
SL3 @ 12.8'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL2 @ 18.9'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL4 @ 0'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL1 @ 25'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL1 @ 24'
SL @ 24'
SL1 @ 24'
SL @ 24'
SL @ 24'
SL1 @ 24'
S @ 24'
SL @ 24' SL @ 24'
Plan View
Scale - 1" = 30ft
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
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Attachment 9

City Council Agenda June 20, 2023
Exp. 08-31-23
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Arc hitec ts, LLP
AS202

SITE LIGHTING
PLAN2805 Theatre Drive
Paso Robles, CA 93446
Peterbilt Paso Robles
APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Drive, Paso Robles CA

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

PETERBUILT PASO RPBLES
2805 THEATRE DRIVE
PASO ROBLES, CA 93446

DESIGNER

LAUREN SHAW
DATE
4/12/2022
SCALE
1 :30
FILE NAME:

SUMMARY
2 of 2
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
Specifications
EPA
(~"):
wrcth;
Helgf-lt:

We-i,g ht
{SPA mount)

29.3" {74.4 cml
(S PAmom1t
13 ,4" {34.0 on)

3.o· (7 ,6 cm) Main Body
7,2~ (1B.3 tn'l}AiM

30.0 lbs (7.l6-kg)
tMl, Mt ll ,, f.lih ■ RSULE!I
RSX2 LED
Area Luminaire
Introduction
The new RSX LED Area family delivers maximum
value by provld1ng sigrilfical"lt energy savings, long
life .and outstanding photometric performance .at .an
affordable price. The RSX2 delive rs 11 /XXJro 31,000
1umens al lowing it to replace 2':IYW to 10COW HID
li;minaires,
The RSX fo~ture5 an integrs:il univers;:11 mouriting
mechanism that allows the I uminaire to be mounted
on mast existin g drill hole patterns. This ~no-drill~
solutlon. provides :significant labor savings. An
easy-access door on the bottom of mou nting arm
allows for wiring without opening the e lectrical
compartment. A mast arm aduptor. adjustab le
integral slipfitter and other mounting configurations
are <wailoble.

EXAMPLE, R5)(2 LED Pb 40K R3 MVOLT SPA DDBXD
Asmm ., ~, '"' RI 2-jp~Hlld~ M'IOl.1 (li'{l'/-277\1) 1 '" ~qum:pcl~fl'l:llnling llll"mn.!Opdd:t I.ti I)!)', J.S"tnh ~(d.l!b l, 1, 4,1'»') " ... '""' Rl ~;,ll\\lde HVOlT (341'1•-ltOVI 1 '" l<',i)I_Jfld~ffr~nun~ fltmn.dil.~Dpoltkrl :U.4.}[ 90':. lO'rnri. d~. WiDl),11!' " '" '"" "" lyjleVitw~ X•lll (2771/-4SO'/f' 1111 \ ~! !W. 2 Jt 1111', Jal 1;,:/') " •. , l;llf4 \IW~ tu~ •ll,edlic ¥-Oita!!~ fo, "' ,t,mm ddip« ifili 2-"5/!' [l hDIIKrLJI !min) " R<S
" "' "" ~,
AfR/l'lO
ilr11LIKI
Shlppeillrtmlted
t-lS l\:mM)l! '.i'!i!M
Pl PtaooY!uci,!:u:m~~I~"
PO: P~llQ wl!VIII lhrwll':!, iq\11~ t"
PlR7
m•
0:,...,,n-Mll' !Wlil-r:di~ .:.1lf (It(] rnftlrnli1~'11J.I ~ ~u ll-tmrrlWHP-lf:tfil
SF ':inqil'hJ~(II1:l,lTT, J,HJ
Cl!tlllll' fuit ure. J~. -430),
}jpe4~hD~ optiom u rHlMj 15 ,l,d,l.lrub,sl!!lit'IN (~~ 2-3/!."0[1 ~)• ~ft1'511,dr1 UIJ' 171 ' ... Yl,Jlll:(;i~11
l11>tSSh~11• ,.,, '"' _, Yl.illhnd,•t-.o.,th'll.lr'.11:,,nmrlunoot:
ffl.i\JJ!T'IJtl~•IDfll~ '"' (!D-' ""' Mpltl~, 1111 ~lnl->ll_u~fl!.lt ll'IIIUl.n'}' .Wtamu!111: fll:fll.!!oi,~ "" ~Nb' Ilh J"11 ro.rnd jlde m,:tS;ld'lg • ijiFR.:tJre,d .I.Al''!l- ~!l;b' di1 ~n,, lllltti 'II.Ill! tlf.c"1-t' /IJ1tl)111l1tr~ trurn F',,-v AA•~ M;,llloh~uh ~r,;n \'Iii\ br,1mun:I \IJnla! ronduil oc«' 1$J!Wte~
Snip,Jll!ll lnmned
•sta~dallln, and "1!twoJl:ed ~!l~oci!Contrlffl ffilctorr d,ela~lt ~1ti11g5, Stt tllbl~ p.a ge '1! Hrn.1112 nligh1AlHg,!'nf1.lcoo 1"""•
PIRMN 'rile!l"Vrwl.Bl-lrmi mPiilllll~n-.tll'IJilf8W" jforrl:ll"-,,11'1 '1111,IRi'J ""-' 8M. B111 .lurnrl[ol[n) Itel Cmpl.n
-~ PIR!tNwiih nl igh(IW{on b~ \/led~ J 5t;,.r,dal ooe(limllW}~ !l:mo1\llilhOOl-of-brr.,:
:,e111~,;,r .11 • wlr(!tti, ~Wllrb!,I iollltloo. :X:c la c1Qr}' dfl~ul1 )ftlimp l~hli, Xfl~r ('il'if,:r~9t patiem t aNert-edwhen lumin~irE- i5 ti11e ~.

DDAXII
DBL\ll
Dtl~D
DWH~O
DDRT~D
DBI.BXD
DtlATXD
DWl+GiXO
,..,_
EA:~t~
l't.r1uralMmn11m
'/1hlll'
lt'lltm!d itlR rrru.,
T,mm!l.l□
1~~ Nt1111ral ~Jr.mmum
DF l~Wll'dll'.l!fi'
SP01UU'
, ..
'"'
~Sllryepxl (lGf!~mrtdJnj)
Fi:ld~uruHeootpul 1' •
0-1rtl tkm1Pg e,lm!OU. ll!i:k gf~uid~ fal e,~INI
«r.fflll fo:t,m;I or:lffld~"'
Stilp-pf'd Sffar,nel, j1~uln, Jtrnt litl d mn, bl)'l
f(j) b l!l'ru!g~Tl!~~d '
OS Dlahwni;hfiii '" lGf'i' [;,;IL't"nll1~rtKdlrta ;?tW .!'(I.J'.lj ~ djlft'lurrl .- 85 Bj'(j'.vi~"
# ~ IJ1'HONIA ,..J LIGHT/NG
Ch-1eu111cc,1aWfrf • Co~.Geo.-!:)!;;,XI012 • F'iw'w,_ 1-9,l0-705-SER-.(73?8l • Cl 2()1t-20Z2Acui1~ e,..-.d,lli,1,11..., l,,c All ~Qil\j ,ine,,,td " u100f'\.;i f<SQ t,,ia;i 1.ro
ls~O:Wlrll
Pagi 1 019
Spe-c:ifications
Wldt'1:

Height:

WtHght
CNYLED PO/f'lfP2
10"

4.7"
10·

6.Slbs
ffitMl&i@l hi,M,H, ■
CNY U:O

CNY LED
LED Canopy/Ceiling
Luminaire
Int roduction
The CNY LED canopy luminaires a,e energy efficient
and budget frie!ld~. perfe-a for replacing up. to 25{JW metal halide luminaires while saving up to 00% energy
costs. Quick mount mechanism significantly reduces
the inst,;1llation tirn~- An LED array ,:1nd tr.mslu,:;:ent lens create uniform and visually comfortable
illumination. CNY LED luminaires are DLC Premlum
listed .a-nd de-liver quick ~11b11,i;:k!
EXAMPLE: CNY LED P1 SOK MVOLT DDB
Se ries ferform,1.nce Patll~i' (olorTem~ernu.1r~J Voltage flrmh mLID
Access.ories
CJmlMa..., .......... -•"'t.
(!,\'Ill' 1• l1ri\1 ll f!l:l~~RJ11
FEATURES & :SPECIFICA.Tl0N5
INTENDED use
PO 3.lO)lurnL1l! 1 4t« 411DOK 1
Pl 4,!Dllumi:ml m: so:ro~
P1 op'Xl lumeni
C:N~ I.ED lum1~ or,a IDllll.•r>0'9't ... fi:-::iDnt "'pl1c1monl:I lar "0 <C 151.¼' MM COOOP!' u ~ng !u•ril!\ol"'~-Tho CNY LEDpro-,iti,,-, 1•..--,.,or! INrilil•''''"-:.e-!',e<! lil,.miNrlf-:<nfo1 o6'ool!., "1rill~ '1)/-1'"..:-b, p.orl;lriqM'WO, ,;.o-""1<1d w.ali.wa~~-,id l,;>ord"ong dodi:a.

CONS-TRIJCTlON
Ca,i-.liz'rur'tum, Ct>rrO.ic1,-,~~rar,tl-ro!Ouuo,;i .,,th-t>d1o!<l10,, a,;:;,,.OII, ~~ill! I<!< l1r~11'1!1-:IJ,M1,.

C°'tin,I" ant!poal,;,d.,.,t~,0"'1 -po9<,o Sl"' k••- R~••d r,,.. o"!doar-ln<l~rorua . .WC.nw,im.,m .,,r,bi.,,u. Fr~dll!NI! ~Mllk-r unlfurm J4,tO:l1nbU11cn. u.£CTll:l~I.
ltnd"d,;,,; "" lll'IOI.T (l21J.zr7V) ch:•;trv,o; di1ulol"tho: "0-1(11{ ~" of C"'1tHIUQUI d;mm,ng ord ,.r,eur~ ,.,,1,.m ~ !'.kier ,.9CB', .,-,d "!HD <:Xl:4--t.a)•,,..,..,t.o, 1c,;w, cfllg\.tcuipul ot 50.(IXI.,. - ho,,.-. ¢1!ol'f>o,c'l'LI~ ,17Q/5(',,C00'1,:,l)l'I> e,.Jv ltCIII S(t iNSTAllAT!ON
M.1oJneto 1r r-ecoe,.,ed,-ir,,;,:1,,., bc~,o, ,i.itla,;,,,r,ount.,..th tl'-">l'fl condvrr "'1t'l' pi:,,~ Ciln1:1e ~"(l-1ctt rn;;,""(.1)(1 '"oh ti N"l'Tp,.ri,:t,,,l<t~ r,,,,,,1(tq,;I b~,o,Nol"f,. O,,<l, "'°""' 111,id',~rq.m .-i gniG~antly.., duoe, imt.,11,,~"" rime • no need tocpM> 1:1,.,!um,nalre b i,.,...,Jl:,t,cr,, \.IS'trNGSM'l'O!J
1\1 0 1 ~
ODB
,m
t '111--IH•i,,!,B a.Jro .. lobl.i,CN'I PD-....:1 f1 ?'ll~,..,d....,4'Jil: ~ ~Cf i;an,,p,,,~cn<1n),
Z. C,;,rr,:hnUoob!~(CCT) ,I,.;,,.,., IS~lllT.lm1l pe,-ANS CJa, m ,:r.iaa_ 3- MVOll ,I;;,;. OporolM °" ""If Ir.~ ....t~ Ira,, 1:1.1).ZTW~'i.:'I Hd , UL IJ:Jcd □ U.5, andC.,adia11,af.oty•1.ida<di for-...m: lcc;aHD<J>. "ll!!!IL~d lnlr::<::<'.lrd..nte ·.-im IESN ... Lf.1-/'i'and LM-IIOS1""dl•d!I ~gru,ghr,,; Corri,;rn1 i.lO\'ll IDLO P,.ml,.rn ~ lif,11d ~ .,,,;1 DLCq,,olrli,;-:l pn;•;l,u;L Ncl oil ""='S""'1Softh•,. p,-,du:, "'"J b• DlC Pt-ornlu,,.. c,.;,lil,...:ia, DLC q.,ol,fi od. Pl""".-d-!.dt t~e DLC Ou.,l,ll!!d Pri:id.w U~I •L ,I /'', "' ,,,, Ill cc,11~,m -.h"h •i"IK'"11 ~"! (IY;l l;f,ed", (:11r, bo ..,,id tc.cornpi}' ,,,u~Cal1ktrn,a T11il 2d. P.utl> I,(~ IHkxy LED 1-ghlSc.urc. P.aqu.....,,.:,n.u..

WAt;il'IIINl'f'
tr...,,rH' lm.1e,:t1 ""irri'1!Y Thfl •i 11->I Ql',t, "'-"i'11'1 l"l',;,,.;;:I~ ;,,,d r,o. ,:,11\er ili'I-"~..., ih<iop1t<:ir,.-,_ >he-el"""""" on~ -"'~nl) o! ..,y b11d. '!JI o,h,o,,o,q:.,.,.. o.nd impl;,,d_,,,.,,11"" "'" ,:hdl,M!!-d C<,,,-,pl'l'l!-tlnl)' 1,m,,.11,,,:,i.,~ at. ...,, ,i r,n-J ,:.i: -rt"""' ,r · rm,..;i,-.., <.-,.,,1,r ·.;1 N~1•: At:1u«lperlo11-.ce m•~ o,f(~, ~~••e-i!AI. ol Md-..~• HM<1>11tr111nr .-ill eiipllt1von All oalu,:,; ,,.. do,,1gnar l\iJll I val"""' mia,,:~i..l!d'.>r Llbor;miry l:!!r>d,rian,; ,1 2~"C S~GcolKln> '"bj=:I tc,doa....., wrihout net<=.

I~ LJTHDN/A f' • LIGHTING
Onl!Lrrh~i:i,W~y • Con.:i-ers,Gecrgia:l0012 • f',ja,,.: 1-l:il0-70:5-1318 • C j;l'J-J1-:2')22 Acuity 5,,.,,-z Ugh!ir,g, lr,c.. All right,; rfll!Ned 'h t CNYL£D
~""'- 03/0]iZ! -
,~ L.ITHDN.IA L.IGHT.ING" -

FEATURES & SPECIFICATIONS
-
IMTEKlletl'll~l - lhtH51M,lfi~•tl~~t fr:irUSJ.t li1!Mlird~a~f7, Squart~r,ijght5tnl II a ~I piap,:!Sl' 'i!ht pQle f€.ft,f tll }!I-~ mouMilllj he ight!, llr'5 p,;!IE p,11~ijes a rolmit~ OOSI efi~tivt,;i¢,xl fQI' ~ n1in~ dl'EI fi,jllsa:I Ooodlighls.
(OMSJRUCTIOlll -
ftole 5h;J>ft: The ~le 1tioftt of Imlkrrm ijifmlion ijmJI/Atilklnm ond l~model)(a welddbl~rotl:',~~t-~ oomrne~ualit)'IIM!llub&lg wi~ ,1iminimum1itlllof ss KSI (11 -BeUgt,l.l20"t ,:c Sil'KSI [7"'9~Ug"', ii.Ur).

Shaft ii one-piftewilb•tull-lmgtfi lon!ilOOirrnl higli-fr~uencytlecliit reht•nct'Yitld. lln irOJ1mlpqua!!'Jlmi:mwli:ln wllhllat lldt-;,~m.d COl'lll!fradll ~nd trt.tltffll ~on.rlq.a.t~ .lmlll~lc lh!flwklth.lM! -4', ~• ~n~ ~•- l'l;,leT~ !Jptiool'B'lrJrxlet!!noo•oll\ drtlloo for~e mr;ui,lfu.tn. tenonwllhd!illlfflJ l\oouijeUL!d h~n<hlel ,IN Ol[tn top. Sldtilrllled -11111 opei top poltiiitdtl« a rffl'IW~~ top<~P, H~11rih11.li: A rtiri.foiU(J MMlholC wllll grolifldiilg piD~iii[iri i~ µr~vlrlell •I Ill-" fr-1111) Ille ~ on 5hU A. ?Mltlonlng IM- liinitltllit l6WN iM1' Ml bf' ~.,miJM ind r!~iil tM M~irrmln~ il!Ylew; ainwll 1-t-: h St,rpp.,rt-OuWoor la fu~h\!r IIIIQrm~tlo~. 11'{'1J :tian!Ji,;llt lnd\ra~, .J (ova= ~-M wier ~~i;hmc!lt ~ ~re.

Thf h~ndhlll~ h~u l)[omi"4\I rirnl!.n\loc111f ! \"" • S".

IL.1$-1' ((lffl: Ii. dr.rri,b le ABSplmlc lwn---P«'(tfiJI ba5e(<Nef, finisrel {0 m;ltdl tilt po)IE., ~ ~~with 00 pcile ~ ~l~_,l,ddirion;il Im.! ,[]JI/el! option~ are m ilabl~ upoo request Anthor BiH~ l!iolt~i Anchor il.tte i$ t".l,brlcateil from St-l"l'l lhlit ltlfoe1;!; ,',STM M6 ~nd.ni1 lfld can bf ah!tl!d ro mau:h P.li!.llng rourod.ltJarr!.'; ,:,insul1 l,tuory for modifkalioni.. Ancflor balli m mariuballl!d 10 J'ISl"M F15:54 SL.111da1d; ,gr1111~ .'.S, !5i KS! rnln imllm ~l~lrl ~l/erl,ljlh ,jlld lffllll i ~trrn!Jlh M 75-'9S UI). lllp 11\inded portion (nom!nal 12:')I! llot•dlpptdgdl~tnlll'd ~~! Am1A-Ul H~ROWlllE- ,1,ll~l'Ul'.] ur.!lf~filll1~1fhi~i'i~tren~•h ~~Jr&itd G!rtiolnilnt J\JI nuri,.11rumu!I f,1.';1tTil'fl Ml' ~alllle:l 01 111):-plated ca1bon >letl a: 1tilnlm sttel.

FIN ISH- b:tra lhirdW!- palme,j ~nisrl hrnalld with l<il{ [1~1 li~()~rwratcl Pol:,w.er pO'lfd'oei llt.!1 mms ill iltd S&<lmlf!Q11oos of ASlM oms,. Pl)i;/llff-COa l lvll1hes lncludt ~fir Bron!?, I'/~ B~k.. arid N~!Ur..l Ahrnlnum (~IIX\, !r(hl!t<tur.il ColllJ> and Spe(ial ~hhi:s arc arallall[o:" bf ([nlllt .m;J lru;I~, bo,it qr~ not Ii mite,! 1t1 !'irint O'll!r Hui-dipped Gal~anl1l!d, RAL Colon, W$lool CGIDrs ~nd h~~d Wamrntr i ini1~ B~V tMER.IC~N - P[lldu.rwilfl 9~ IIJiA 'f.lll,;r,i i; ~i~mhl,d In iJll' USA tnd i:neet-s 1~ lkry .1.merlra(ril 91')'!17lmen t ~mml r.quiremenlumder fAA. DfAIIS- and DDT. Pit.Jill rElff lo www.orotl'jl1ranr:lugm/ b.Jr~ for .idditlon~I fDl' iulL
JNSTALLATTON - lkr ool em:t fdt':! Ylilhoot l!dving lr.uureinslilllri.F.rc11l!1·1Uppliedlern;plal~lllllll bl' ull.'d when ~~LllFIIJ ;inr:hurbfllll. Ulhonil Lltlj htlng will m'.111 ~l!.Pt l'llltrr for inlilITl'ij UthnrJ~ pldtc'ml"!IL&il! f(I fall lln ,.,. u..e IJIIICl'IJa llgl!itl119 far:tlll)' te,111pltm. II polet.m s~-ell ,ou1:l!le, Ill pio(ffi~ 'll'rai:ping. ~11 Ill! re.m(lll ffi lmml<ll~W1 upon. ik!werr It pre11t11t Filll1h. da~t. l lthol'tl Ligh;lng 11 nQI rnporrsltle f~r !!le lou!ldatilll'ld!9;[n.

WAliRANTY - lilYI illil!!dNrdnr:y. T11i! it lb, onlf wanat1[Jp111YKl!d ~nd nu-Olliff IUl~menH in l!lb ~Oil 'lhw oe.i'lll: .my·tw1<1nt)' nf -ill!)' lild. Al ol!ler~.-.d hlplltd \li'lll\lfltie-; ~ dhdalme/1, Co«ip/~11! \O\i1111My ~r~ l~cd .at~lt!;n_~~@lf/lcJ!iS·,m!l-[fflJ~ NOil: ,1,ctua l ~~rITTJn<e mar drlfer a1 ~ mull ,cf ffld-tl!,ff ..n1'i1111rnent W ,iiflpllmlon.

Sp,;,:-ilir;ation:;; ~ lu ,ha~ llilhoot nllli(e,
(l!J]DOOR
SSS Square Straight Steel Poles
Anchor Basa Potts
sss

SQUARE STRAIGHT STEEL
PDLEc:SSS
l·!~·!Ul!ll!!H~~l~l~I!• Lelld tlme1 vii \lillJ ,lep:g{ll119 00 ,;¢I001 lriectrd.(on'i1Al with JOI'" ~le, reprtSfflt!ll~ Example: SS~ 20 5( DMl9 DDB.XD "'
""" NM.Rllflrrty1• i&o..ln.rl tUft Nie M111tltJ1 0,1:1,u Fw.i~,. -.:-,i.t1,1rt 1 ~ .llllhldiftffl1
'"' 'I0'-39' " 4" Ilg ~:lW'I i!DQn m,oufl! ing !YE;l~'"~ll!!l!:!!I drill Shigpaj!n:,t;illed ~ ~er ilur!!&!I~ 111in\ ~lgri (fol 1/!l1 " ~• JgHW'9") n Opi,n 1or,jlntludt'!
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KEPLERO WALL WASHER
Professional lngrouhd LED Fixture
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Attachment 9

City Council Agenda June 20, 2023
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER
Exp. 08-31-23 PRELIMINARY DRAWINGS N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT
STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Architects, LLP
A-101

FIRST FLOOR

DIMENSIONAL
PLAN2805 Theatre Drive
Paso Robles, CA 93446
Peterbilt Paso Robles
APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Dr, Paso Robles, CA
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
WORK
BENCH
WORK
BENCH
WORK
BENCH

TOOLSTOOLS
TOOLS
WORK

BENCH BENCH TOOLS
WORK

TOOLS BENCH BENCH
TOOLS
WORK

BENCH BENCH TOOLS
WORK

TOOLS BENCH BENCH

CNG BAY

PARTS COUNTER

TECH COUNTER

TWO STORY
SPACE

OVERHEAD CRANE
PARTS

ENTRANCE

DRIVER MEN'S

DRIVER WOMEN'S

FOUNTAIN
JAN.

SPECIAL TOOLS

WARRANTY/ CORES

WARRANTY

GENERAL MANAGER
UP

CONFERENCE

SALES MANAGER
SALES
SALES

HISTORY WALL

DEALER LOGO WALL

TWO STORY
SPACE

BULKHEAD ABOVE
UP

TWO STORY
SPACE
SALES

DRIVER'S
LOUNGE

VENDING

SERVICE COUNTER

SERVICE MANAGER

PARTS MANAGER
GATE

LEASING

PETERBILT LOGO
1520 SF
FIRST FLOOR: 20,735 SF
SECOND FLOOR: 4,553 SF
TOTAL: 25,288 SF
MEN'S

WOMEN'S
K-4920T VITREOUS CHINA_URLSBNHAM
SHOWER
TOOLS
WORK
BENCH
WORK

BENCH TOOLS TOOLS

WORK WORK

BENCH TOOLS BENCH BENCH
OIL
DPF

COMPRESSOR ABOVE
CAGE

PALLET RACKING

EYE WASH

EYE WASH

CLOSET IT
CLOSET

SERVICE DRIVE

LOADING DOCK
TECH. RR

GROUND FLOOR PLAN
Scale: 1/8" = 1'-0"
1 192'-11"
93'-612"
30'-0"
30'-6" 40'-0" 40'-0"
7'-8"
36'-10" 22'-4"
83'-6"
5'-7" 20'-0" 57'-11"
222'-10"
118'-3" 104'-8"
27'-8" 30'-11" 35'-0"
11 55

AABBCCDDEEFFGGJJ
4 22
33 HH
30'-6" 40'-0" 40'-0" 7'-8" 29'-2" 22'-4"
10'-1"
23'-2"
23'-2" 29'-11"
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
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Attachment 9

City Council Agenda June 20, 2023
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER
Exp. 08-31-23

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT
STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Architects, LLP
A-102
SECOND
FLOOR

DIMENSIONAL
PLAN2805 Theatre Drive
Paso Robles, CA 93446
Peterbilt Paso Robles
APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Dr, Paso Robles, CA
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
WORK
BENCH
WORK
BENCH
WORK
BENCH

TOOLSTOOLS
TOOLS
WORK

BENCH BENCH TOOLS
WORK

TOOLS BENCH BENCH
TOOLS
WORK

BENCH BENCH TOOLS
WORK

TOOLS BENCH BENCH

CNG BAY

PARTS COUNTER

TECH COUNTER

TWO STORY
SPACE

OVERHEAD CRANE
PARTS

ENTRANCE

DRIVER MEN'S

DRIVER WOMEN'S

FOUNTAIN
JAN.

SPECIAL TOOLS

WARRANTY/ CORES

WARRANTY

GENERAL MANAGER
UP

CONFERENCE

SALES MANAGER
SALES
SALES

HISTORY WALL

DEALER LOGO WALL

TWO STORY
SPACE

BULKHEAD ABOVE
UP

TWO STORY
SPACE
SALES

DRIVER'S
LOUNGE

VENDING

SERVICE COUNTER

SERVICE MANAGER

PARTS MANAGER
GATE

LEASING

PETERBILT LOGO
1520 SF
FIRST FLOOR: 20,735 SF
SECOND FLOOR: 4,553 SF
TOTAL: 25,288 SF
MEN'S

WOMEN'S
K-4920T VITREOUS CHINA_URLSBNHAM
SHOWER
TOOLS
WORK
BENCH
WORK

BENCH TOOLS TOOLS

WORK WORK

BENCH TOOLS BENCH BENCH
OIL
DPF

COMPRESSOR ABOVE
CAGE

PALLET RACKING

EYE WASH

EYE WASH
CLOSET
IT
CLOSET

SERVICE DRIVE

LOADING DOCK
TECH. RR

UPSTAIRS PARTS MEZZANINE

ADDITIONAL

STORAGE

TECH WOMEN'S

TECH MEN'S

FOUNTAIN
JAN.

MEN'S

LOCKERS WOMEN'S

LOCKERS
DOWN
1507 SF
IT

TRAINING/BREAK ROOM

ADDITIONAL STORAGE
DOWN
MECH.

ROOM

SECOND FLOOR PLAN
Scale: 1/8" = 1'-0" 1
74'-8"
29'-2" 22'-4"
83'-7"
5'-7" 20'-0" 58'-0"
74'-8"
29'-2" 45'-6"
4 J
J
G
G
F
F
E
E
D
D
C
C
B
B
A
A
5 5
3 3
2 2
1 1
H
H

OPEN TO

BELOW OPEN TO
BELOW

OPEN TO
BELOW

OPEN TO
BELOW

OPEN TO
BELOW
23'-2"
12'-6"
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
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Attachment 9

City Council Agenda June 20, 2023
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER
Exp. 08-31-23

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT
STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Architects, LLP
A-131
ROOF PLAN 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
3030 Ramada Dr, Paso Robles, CA
ROOF PLAN KEYNOTES #
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
TOOLS
WORK
BENCH
WORK
BENCH
WORK
BENCH
WORK
BENCH

TOOLSTOOLS
TOOLS
WORK

BENCH BENCH TOOLS
WORK

TOOLS BENCH BENCH
TOOLS
WORK

BENCH BENCH TOOLS
WORK

TOOLS BENCH BENCH

CNG BAY

PARTS COUNTER

TECH COUNTER

TWO STORY
SPACE

OVERHEAD CRANE
PARTS

ENTRANCE

DRIVER MEN'S

DRIVER WOMEN'S

FOUNTAIN
JAN.

SPECIAL TOOLS

WARRANTY/ CORES

WARRANTY

GENERAL MANAGER
UP

CONFERENCE

SALES MANAGER
SALES
SALES

HISTORY WALL

DEALER LOGO WALL

TWO STORY
SPACE

BULKHEAD ABOVE
UP

TWO STORY
SPACE
SALES

DRIVER'S
LOUNGE

VENDING

SERVICE COUNTER

SERVICE MANAGER

PARTS MANAGER
GATE

LEASING

PETERBILT LOGO
1520 SF
FIRST FLOOR: 20,735 SF
SECOND FLOOR: 4,553 SF
TOTAL: 25,288 SF
MEN'S

WOMEN'S
K-4920T VITREOUS CHINA_URLSBNHAM
SHOWER
TOOLS
WORK
BENCH
WORK

BENCH TOOLS TOOLS

WORK WORK

BENCH TOOLS BENCH BENCH
OIL
DPF

COMPRESSOR ABOVE
CAGE

PALLET RACKING

EYE WASH

EYE WASH
CLOSET
IT
CLOSET

SERVICE DRIVE

LOADING DOCK
TECH. RR

ROOF PLAN
Scale: 1/8" = 1'-0" 1
83'-6"
29'-11"
10'-1"
1/4" : 1'-0"
SLOPE
1/4" : 1'-0"
SLOPE

ROOF BELOW
H
H
192'-11"

SERVICE
BAY

OFFICES
/SALES
E
E
G
G
813.58'

TOP OF SLOPED
ROOF
820.08'
TOP OF

PARAPET
812.88' BEGINNING OF ROOF
SLOPE
1/4" : 1'-0"
SLOPE
4 J
J
820.08'
TOP OF

PARAPET
816.92'
TOP OF
RIDGE
ENTRY
CANOPY
818.5'
TOP OF
RIDGE
817.58'
TOP OF

PARAPET
110'-7"
820.08'
TOP OF

PARAPET
93'-7"
1 1
2 2
3 3
5 5

CANOPY BELOW

CANOPY BELOW
A
A
B
B
C
C
D
D

CANOPY BELOW

LOADING DOCK

CANOPY BELOW
F
F
1/4" : 1'-0"
SLOPE
1/4" : 1'-0"
SLOPE

ROOF MOUNTED
HVAC EQUIPMENT.

REFER TO MECHANICAL

EXHIBITS

ROOF MOUNTED
SWAMP

COOLERS
12'-2"
20'-0"
70'-5"
12'-10"
47'-3"
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
□
0 0
EJ
D
0 00
~
•
•
0 l
·:,, '
/ ~~
AUtO~
0 i-------__J
lo t-------__J
Attachment 9

City Council Agenda June 20, 2023
2138

DEVELOPMENT PLAN SUBMITTAL

DATE ISSUE

JOB NUMBER
Exp. 08-31-23

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT
STAMP

SHEET TITLE

SUBMITTALS & REVISIONS
© 2020 studio2G Architects, LLP
A-201

EXTERIOR
ELEVATIONS 2805 Theatre Drive Paso Robles, CA 93446 Peterbilt Paso Robles APN: 009-851-022

AGENCY APPROVAL PROJECT DATA

OWNER INFO
Craig Archer
SOUTH ELEVATION 3030 Ramada Dr, Paso Robles, CA
Scale: 1/8" = 1'-0" 2

A B C D E F G H J
11" CONCRETE TILT UP
PANELS

SERVICE
BAY

OFFICES
/SALES
3'-4" 14'-0"

SIGNAGE BY OTHERS,
PAINT: PANTONE 200 C
RED

J H G F E D C B A

NORTH ELEVATION
Scale: 1/8" = 1'-0" 13

SERVICE
BAY

OFFICES
/SALES
11" CONCRETE TILT UP
PANELS

TOP OF WALL
820.08'
BTTM. OF CANOPY
809.08'
1ST FLOOR F.F.
793.08'
2ND FLOOR F.F.
804.88'
BTTM. OF STRUCT.
21'-8"

TOP OF WALL
820.08'
1ST FLOOR F.F.
793.08'
BTTM. OF CANOPY
809.08'
BTTM. OF STRUCT
814.68'

TOP OF WALL
820.08'
16'-0"
SERVICE BAY CANOPY.

METAL FASCIA COLOR, AP-1

SIGNAGE ACCENT

FEATURE,
PAINT: PANTONE 200 C RED
1 2 3 4 5

WEST ELEVATION
Scale: 1/8" = 1'-0" 27
11" CONCRETE TILT UP
PANELS

TOP OF WALL
820.08'
BTTM. OF CANOPY
809.08'
BTTM. OF CANOPY
814.5'
21'-6"
F.F.
793.0'
F.F.
793.0'
16'-0"
27'-0"

TOP OF CANOPY
817.5'
3'-0"
SERVICE BAY CANOPY.

METAL FASCIA COLOR, AP-1
SERVICE BAY CANOPY.

METAL FASCIA COLOR, AP-1

SERVICE & OVERHEAD
DOORS
PAINT COLOR, AP-1

EAST ELEVATION
Scale: 1/8" = 1'-0" 1
5 4 3 2 1

STEEL FRAMING W/ METAL

CLADDING
1ST FLOOR F.F.
793.08'

TOP OF WALL
820.08'
21'-6"
BTTM. OF STRUCTURE
811.58'
SERVICE BAY CANOPY.

METAL FASCIA COLOR, AP-1
SERVICE BAY CANOPY.

METAL FASCIA COLOR, AP-1

ENTRY FEATURE BY
OTHERS.

SIGNAGE BY OTHERS,
PAINT: PANTONE 200 C
RED
MW-1
TU-1
TU-2

KINGSPAN METAL WALL PANEL
STYLE: EXPOSED E8-40
COLOR: BLUE GRAY 42R1690

FINISH LEGEND

TILT UP CONCRETE W/ PIGMENT
FINISH: SMOOTH
COLOR: PEBBLE 641 (DAVIS COLORS)

STAMPED CMU PATTERN
FINISH: SMOOTH
COLOR: PEWTER 860 (DAVIS COLORS)
TU-1 MW-1
TU-2
TU-1
TU-2
TU-1
MW-1
TU-1
TU-2
WF-1

WINDOW/STOREFRONT FINISH
FINISH: ANODIZED
COLOR: CLEAR
WF-1
WF-1
WF-1
WF-1 WF-1 WF-1
WF-1
WF-1
AP-1

ACCENT PAINT

SHERWIN WILLIAMS
COLOR: SW 7066 GRAY MATTERS
03 JUN 22 DEVELOPMENT PLAN RESUBMITTAL
~
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0 COAST COUNTIES
Attachment 9

City Council Agenda June 20, 2023

DRAWING ORGANIZATION
THE ORGANIZATION OF THE5E DRAWINGS 15 NOT INTENDED TO CONTROL THE DIVISION OF WORK AMONG SUBCONTRACTORS_ IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO DIVIDE THE WORK.

COPIES OF THESE DRAWINGS ARE SUPPLIED TO THE OWNER, THE CONTRACTOR AND OTHERS FOR USE ON THIS PARTICULAR PROJECT. ALL DRAWINGS, SPECIFICATIONS. AND COPIES OF SUCH PREPARED BY ASSOCIATED DESIGN AND ENGINEERING. INC. ARE THE. PROPERTY or ASSOCIATED DESIGN AND ENGINEERING, INC. THE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR

COPIED IN ANY WAY, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY

WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF ASSOCIATED DESIGN AND ENGINEERING. INC.

IT 15 THE INTENT OF THE PLANS ANO SPECIFICATIONS TO COVER ALL THINGS REQUIRED TO MAKE COMPLETE AND OPERATIVE 5Y5TEM5. CONTRACTOR 15 TO FURNISH ALL LABOR. MATERIALS. TRANSPORTATION. EQUIPMENT. AND ANY OTHER MISCELLANEOUS SERVICES REQUIRED TO COMPLETE THE PROJECT. ANYTHING WHICH MAY BE REASONABLY CONSTRUCED A5 A NECESSARY PART OF THE

PROJECT IS TO BE INCLUDED WHETHER SPECIFICALLY SHOWN, MENTIONED OR NOT. THE ARCHITECT WILL GIVE ANY INTERPRETATIONS NECESSARY FOR THE CONTRACTOR TO PROPERLY ESTIMATE THE PROJECT.

CONTRACTOR'S STATEMENT OF RESPONSIBILITY

THE DESIGN/BUILD CONTRACTORS SHALL BE FULLY AND SOLELY RESPONSIBLE AND LIABLE FOR ALL DESIGN. ENGINEERING AND CONSTRUCTION FOR HIS/HER PHASE OF THE WORK AS INDICATED ON THESE DOCUMENTS. BY THE ACT OF COMMCNCING WORK ON THIS PROJCCT, OR BY THCIR SIGNATURC.S ON DRAllJINGS INCLUDED HEREIN OR TO BE SUBMITTED SEPARATELY FOR THIS PROJECT. EACH

CONTRACTOR HAS DIRECTLY AND INDIRECTLY ASSUMED FULL RESPONSIBILITY FOR THE DESIGN. ENGINEERING AND CONSTRUCTION OF HIS WORK INCLUDING, BUT NOT LIMITED TO, ACCURACY. COMPLETENESS AND COMPLIANCE WITH ALL

APPLICABLE CODES AND ORDINANCES AND THE REQUIREMENTS OF THE OWNER ANO/OR TENANT.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR THE

COST OF ALL INSPECTIONS AND TESTS INDICATED ON THE PLANS AND

SPECIFICATIONS, RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRED BY ANY GOVERNMENT AGENCY. CONTRACTOR SHALL PROVIDE PROTECTION AS NECESSARY PER CITY AND LOCAL CODE REQUIREMENTS_ CONTRACTOR SHALL PROVIDC J=IRE CXTINGUISHCR'S AND ANY RCQUIRCD SIGNAGC AS DIRCCTCD BY THE LOCAL FIRE DEPARTMENT.

IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL FIELD MEASUREMENTS

ANO CONDITIONS FOR CONFORMANCE WITH THE PLANS SHOULD THE CONTRACTOR FIND ANY ERRORS. OMISSIONS OR DISCREPANCIES IN THE PLANS

WITH RESPECT TO THE FIELD OBSERVATIONS OR OTHER PARTS OF THE PLANS

THE ERRORS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE PROJECT ARCHITECT, THE CONTRACTOR AND ARCHITECT SHALL RESOLVE ALL ERRORS. OM"ISSIONS AND DISCREPANCIES BEFORE COMMENCING THAT PORTION OF THE WORK. DIMENSIONS GOVERN ANY DISCREPANCES. ALL CHANGES TO THE PLANS SHALL REQUIRE THE APPROVAL OF THE OWNER AND PROJECT ARCHITECT.

CODES, RULES, AND REGULATION

ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE

WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE LOCAL GOVERNING AGENCY. NOTHING IN THESE PLANS 15 TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
2022 CALIFORNIA ADMINISTRATIVE CODE /CAC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA CLECTRIC CODI= (CCC)
2022 CALIFORNIA ENERGY CODE fCENC)
2022 CALIFORNIA FIRE CODE iCFCl
SAFETY, ORDERS, STATE DIVISION OF INDUSTRIAL SAFETY TITLE 24 AND 25

CALIFORNIA

CITY ORDINANCES AND REGULATIONS

APPLICABLE SECTIONS OF THE CALIFORNIA ENERGY STANDARDS SERVING

UTILITY COMPANIES

NOTE, WHERE WORK OF A HIGHER DEGREE IS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. THIS REQUIREMENT SHALL GOVERN.

GENERAL NOTES:

EACH SUBCONTRACTOR SHALL VISIT THE SITE AND INSPECT THE PREMISES TO BE IMPROVED ANO SHALL VERIFY THE WORK TO BE DONE. THE EXISTING

CONDITIONS, AND SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY AND ALL DISCREPANCIES PRIOR TO SUBMITTING BID AND STARTING OF ANY WORK.

GENERAL CONTRACTOR SHALL NOTIFY THE OWNER OF ANY AND ALL DISCREPANCIES PRIOR TO SUBMITTING BID AND STARTING OF ANY WORK.

2. ALL WORK SHALL BE DONE IN THE BEST WORKMANLIKE MANNER AND MUST BE

DONE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL LOCAL GOVERNING AGENCIES. FURTHERMORE. ALL WORK 5HALL MEET WITH THE APPROVAL OF T+-IE OWNcR.

3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. AND ASSOCIATED DESIGN a ENGINEERING. INC. OR THEIR AGENTS SHALL BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS SHALL BE REVIEWED BY ASSOCIATED DESIGN t ENGINEERING. INC.

BEFORE PROCEEDING WITH FABRICATION.

4. THIS SET OF DRAWINGS, DESIGN AND/OR SPECIFICATION ARE THE EXCLUSIVE PROPERTY OF ASSOCIATED DESIGN t ENGINEERING, INC. ITS ACCEPTANCE CONSTITUTES AN AGREEMENT THAT IT SHOULD BE TREATED AS A 5TRICTL Y

CONFIDENTIAL DOCUMCNT TO BC USED FOR NOT PURPOSE OTHCR THAN TO AID

IN THE ASSEMBLY, CONSTRUCTION OR OPERATION OF THE UNITS OR SYSTEMS SHOWN FOR THIS SPECIFIC PROJECT ONLY, OR AS OTHERWISE EXPRE55L Y AUTHORIZED IN WRITING BY ASSOCIATED DESIGN t ENGINEERING, INC., THAT IT 15 TO BE RETURNED UPON REQUEST; AND 15 NOT TO BE COMMUNICATED, DISCLOSED. OR COPIED. EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY A550CIATED DESIGN ¢ ENGINEERING. INC. A550CIATED DESIGN t ENGINEERING, INC. EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THC.SE PLANS. THC.SE PLANS ARE NOT TO BE RC.PRODUCED,

CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY

TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF ASSOCIATED DESIGN t ENGINEERING. INC. IN THE

EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD AS50CIATED DESIGN ~ ENGINEERING, INC. HARMLESS AND SHALL BEAR THE FINANCIAL RESPONSIBILITY Of ASSOCIATED DESIGN'S LEGAL COSTS.

5. A JOB CARD 15 REQUIRED TO BE VISIBLE FROM THE STREET. IT 15 UNDERSTOOD THAT IF NO JOB CARD 15 OBSERVED NO INSPECTION WILL TAKE PLACE. b. THIS PERMIT DOES NOT INCLUDE ANY HIGH PILE STORAGE OR RACK STORAGE OVER b FEET HIGH. ANY SUCH PROPOSED STORAGE WILL REQUIRE PLANS SUBMITTED FOR REVIEW AND APPROVAL AND ISSUANCE OF PERMITS. (2022 CFC CHAPTER 32)

7. ALL MATERIALS, EQUIPMENT ANO SYSTEMS CALLED FOR ON PLANS AND IN

THESE SPECIFICATIONS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S LA TEST SPECIFICATIONS.

B. CONTRACTORS SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY

CONDITION AT ALL TIMES AND SHALL REMOVE ALL UNUSED MATERIALS AND DEBRIS, AND LEAVE PREMISES IN A CLEAN CONDITION.
9 ANY SUBSTITUTIONS TO THE MATERIALS AND/OR EQUIPMENT SPECIFIED MUST BE APPROVED BY THE OWNER. CONTRACTOR SHALL SUBMIT REQUEST FOR SUBSTITUTIONS AT THE TIME OF BID SUBMISSION. PRIOR TO START OF

CONSTRUCTION, THE GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SPECIFICATIONS.

10. ANY DISCREPANCIES OR ERRORS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT FOR CORRECTIONS BEFORE THE WORK EFFECTED THEREBY 15 BIDDED OR EXECUTED. THE WORK SHALL COMPLY IN EVERY RESPECT WITH CURRENT GOVERNING LAWS. UNIFORM BUILDING CODE ANO ORDINANCES ALL

AGENCIES ANO UTILITY COMPANYS SHALL BE GIVEN NECESSARY NOTICES RELATING TO THE WORK. CONTRACTOR SHALL OBTAIN AND PAY FOR ANY PERMITS OR NOTICES. ALL TESTING AND INSPECTION SERVICES SHALL BE PAID OIRECTL Y BY THE OWNER.

II. SANITARY TOILET 15 REQUIRED ON-SITE DURING CONSTRUCTION. 12022 CBC 3305.1)

12. PORT ABLE FIRE EXTINGUISHERS SHALL COMPLY WITH /2022 CBC 90b ANO THE 2022 CFC 90bl.

13. REPAIR ALL DAMAGED AND/OR OFF-GRADE CONCRETE STREET IMPROVEMENTS

AS DETERMINED BY THE CONSTRUCTION MANAGED ENGINEER PRIOR TO

OCCUPANCY
14 ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE

PRESERVED OR RESET BY A PERSON LICENSED TO PRACTICE LAND SURVEYING

IN THE ST ATE OF CALIFORNIA

WORKING DAYS BEFORE COMMENCING EXCAVATION OPERATIONS WITHIN THE STREET RIGHT-OF-WAI AND/OR UTILITY EASEMENTS_ ALL EXISTING UNDERGROUND J=ACILITIES SHALL HAVE BECN LOCATED BY UNDCRGROUND SERVICES ALERT (USA). CALL l-800-b-42-2444

15. HIGH STRENG TH BOLTING. EPOXY ANCHORS BOLTS, SHOP AND FIELD WELDING

MUST BE INSPECTED BY APPROVED INDEPENDENT INSPECTORS WHO SHALL BE RETAINED BY THE OWNER. INSPECTORS SHALL SUBMIT THEIR REPORTS DIRECTLY TO FRESNO COUNTY DEVELOPMENT SERVICES DIVISION. INSPECTIONS FOR THIS PROJECT WILL BE PROVIDED BY:

ComD<m!cJ
Addr~ss
Cit~. Stat~. Zip Phone
Fox
W,b
-
2805 THEATER DRIVE
PASO ROBLES, CA., 93446

CODE ANALYSIS

CONSTRUCTION TYPE

OCCUPANCY CLASSIFICATION

OCCUPANCY LOAD FACTOR
2 EXITS REQUIRED IF ROOM
OCCUPANT LOAD 15 OVER

OCCUPANT LOAD

EXIT WIDTH REQUIRED
l.3'x0CCUPANT LOAD AT STAIRS)
l.2'x0CCUPANT LOAD TYP. EGRESS)

OCCUPANCY SEPARATION

FIRE RATING OF BUILDING ELEMENTS

DRAFT STOPS

LOCATION ON PROPERTY
(PROTECTED OPENINGS)

ALLOWABLE AREA

ALLOWABLE HEIGHT

FLAME SPREAD CLASSIFICATION

MAXIMUM FLAME SPREAD CLASS

MAXIMUM TRAVEL DISTANCE
FOR TYPICAL OCCUPANCY 200'
IF FIRE SPRINKLERS 250'
AERIAL VIEW ffi
2N
N/A
N/A
N/A
N/A
N/A
N/A
N/A

NOT REQUIRED
el2 SQ. FT.
eO FEET FROM FINISH GRADE
CLASS 2
2l-75
N/A

PROJECT TEAM
OWNER

OUTFRONT MEDIA INCORPORATED
5&78 E. SHIELDS AVE.

FRESNO. CA 93127
PHONE, 1559) 292-8300

CONT ACT, ARYNN RAMAGE

ARCHITECT
ASSOCIATED DESIGN ANO ENGINEERING. INC.
351 W. CROMWELL ~108
FRESNO. CA 93111
PHONE, 1559) 431-2389
FAX, 1559) 431-2074

CONT ACT, ARMEN OEVEJIAN

CIVIL ENGINEER
LORE ENGINEERING INC.
l20 DEWITT A VE. ~IOI
CLOVIS. CA.. 93£12
PHONE, 1559) 297-5200
FAXc 1559) 297-5205

STRUCTURAL ENGINEER
ASSOCIATED DESIGN AND ENGINEERING. INC
351 W. CROMWELL ~108
FRESNO, CA 93711
PHONE, 1559) 431-2389
FAX· 1559) 431-2074
CONT ACT, MICHAEL JUNDT. SE

SOILS ENGINEER
KRAZANIASSOC .. INC.

GEOTECHNICAL
ENGINEERING DIV.
215 W. DAKOTA AVE.

CLOVIS, CA., 93&12
PHONE, 1559) 348-2200

CONTACT, DAVID JOROSZ/

STEVE NELSON
PROJ~Ol2-21285
DATE 1-1-2022

GENERAL CONTRACTOR - (TO BE DETERMINED)
NAME,

ADDRESS
CITY. STATE. ZIP,
PHONE,
FAX,

CONTACT,
I

VICINITY MAP
DowntoW'n
City Pa1rk
qu
J} .~
II
Paso Robles
.-"j Franklin HotrSprings ~
~ / 2805 Theatre Dr, Paso
/ Robles, CA 93446
I
{J__ Templeton

JOB SITE

LOCATION

SCOPE OF WORK
INSTALLATION OF NEW 10' X 30' DIGITAL BILLBOARD

SHEET INDEX
Cl-I
Cl-2
51-1
SD-I
50-2
E-1

COVER SHEET

SITE PLAN

SIGN DRAWINGS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

ELECTRICAL SINGLE LINE DIAGRAM

ELECTRICAL SITE PLAN

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REVISIONS
ill
i Cl-1
JOB NO. E23002
DATE 3/27/2023
Attachment 9