Fresno City Council
October 13, 2022

8. Do Other Railroads Operate Over Your Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

9. Railroad Division or Region
 None _______________________

10. Railroad Subdivision or District
 None _______________________

11. Branch or Line Name
 None _______________________

12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)

13. Line Segment
*
_________________________

14. Nearest RR Timetable
Station *
__________________________

15. Parent RR (if applicable)
 N/A _____________________________

16. Crossing Owner (if applicable)
 N/A _________________________________

17. Crossing Type
 Public
 Private

18. Crossing Purpose
 Highway
 Pathway, Ped.
 Station, Ped.

19. Crossing Position
 At Grade
 RR Under
 RR Over

20. Public Access
(if Private Crossing)
 Yes
 No

21. Type of Train
 Freight
 Intercity Passenger
 Commuter
 Transit
 Shared Use Transit
 Tourist/Other

22. Average Passenger
Train Count Per Day
 Less Than One Per Day
 Number Per Day_____

23. Type of Land Use
 Open Space  Farm  Residential  Commercial  Industrial  Institutional  Recreational  RR Yard

24. Is there an Adjacent Crossing with a Separate Number?  Yes  No If Yes, Provide Crossing Number __________________

25. Quiet Zone (FRA provided)
 No  24 Hr  Partial  Chicago Excused Date Established _________________

26. HSR Corridor ID
__________________ N/A

27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)

28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)

29. Lat/Long Source
 Actual  Estimated

30.A. Railroad Use * 31.A. State Use *

30.B. Railroad Use * 31.B. State Use *

30.C. Railroad Use * 31.C. State Use *

30.D. Railroad Use * 31.D. State Use *

32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *

33. Emergency Notification Telephone No. (posted)
_________________________________

34. Railroad Contact (Telephone No.)
______________________________________

35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information

1. Estimated Number of Daily Train Movements

1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________

1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________

1.C. Total Switching Trains
__________

1.D. Total Transit Trains
__________

1.E. Check if Less Than
One Movement Per Day 
How many trains per week? ______

2. Year of Train Count Data (YYYY)
__________

3. Speed of Train at Crossing

3.A. Maximum Timetable Speed (mph) __________

3.B. Typical Speed Range Over Crossing (mph) From __________ to __________

4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________

5. Train Detection (Main Track only)
 Constant Warning Time  Motion Detection AFO  PTC  DC  Other  None

6. Is Track Signaled?
 Yes  No

7.A. Event Recorder
 Yes  No

7.B. Remote Health Monitoring
 Yes  No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
05 02 2019 ✘
760966M
Union Pacific Railroad Company [UP] CALIFORNIA FRESNO HERNDON AVENUE 7 ✘ NA ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0193.670 ✘
✘ UP ✘
✘
✘
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0 ✘
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✘

36.8517145 -119.9456857
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800-848-8715 402-544-3721 415-703-3722 0 0 0 0 1
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60 2016 30 60 1 0 0 0 0
✘
✘ ✘ ✘
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information

1. Are there
Signs or Signals?
 Yes  No

2. Types of Passive Traffic Control Devices associated with the Crossing

2.A. Crossbuck
Assemblies (count)

2.B. STOP Signs (R1-1)
(count)

2.C. YIELD Signs (R1-2)
(count)

2.D. Advance Warning Signs (Check all that apply; include count)  None  W10-1 ________  W10-3 ________  W10-11 __________
 W10-2 ________  W10-4 ________  W10-12 __________

2.E. Low Ground Clearance Sign
(W10-5)
 Yes (count_______)
 No

2.F. Pavement Markings 2.G. Channelization
Devices/Medians

2.H. EXEMPT Sign
(R15-3)
 Yes
 No

2.I. ENS Sign (I-13)
Displayed
 Yes
 No
 Stop Lines
 RR Xing Symbols
Dynamic Envelope
 None
 All Approaches
 One Approach
 Median
 None

2.J. Other MUTCD Signs  Yes  No 2.K. Private Crossing Signs (if private)
 Yes  No

2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________

3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)

3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____

3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)

3.D. Mast Mounted Flashing Lights
(count of masts) _________

3.E. Total Count of
Flashing Light Pairs
 2 Quad
 3 Quad
 4 Quad
 Full (Barrier)
Resistance
 Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
 Incandescent
 LED
 Incandescent
 Back Lights Included
 LED
 Side Lights
Included

3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________  Not Required

3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
 Yes  No

3.I. Bells
(count)  Yes
 No
Installed on (MM/YYYY) ______/__________

3.J. Non-Train Active Warning
 Flagging/Flagman Manually Operated Signals  Watchman  Floodlighting  None

3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________

4.A. Does nearby Hwy
Intersection have
Traffic Signals?
 Yes  No

4.B. Hwy Traffic Signal
Interconnection
 Not Interconnected
 For Traffic Signals
 For Warning Signs

4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals  Yes  No

6. Highway Monitoring Devices
(Check all that apply)
 Yes - Photo/Video Recording
 Yes – Vehicle Presence Detection
 None
 Simultaneous
 Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics

1. Traffic Lanes Crossing Railroad  One-way Traffic
 Two-way Traffic
Number of Lanes _______  Divided Traffic

2. Is Roadway/Pathway
Paved?
 Yes  No

3. Does Track Run Down a Street?
 Yes  No

4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail)  Yes  No

5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________  1 Timber  2 Asphalt  3 Asphalt and Timber  4 Concrete  5 Concrete and Rubber  6 Rubber  7 Metal  8 Unconsolidated  9 Composite  10 Other (specify) ________________________________________________________

6. Intersecting Roadway within 500 feet?
 Yes  No If Yes, Approximate Distance (feet) _________________

7. Smallest Crossing Angle
 0° – 29°  30° – 59°  60° - 90°

8. Is Commercial Power Available? *
 Yes  No
Part V: Public Highway Information

1. Highway System
 (01) Interstate Highway System
 (02) Other Nat Hwy System (NHS)
 (03) Federal AID, Not NHS
 (08) Non-Federal Aid

2. Functional Classification of Road at Crossing
 (0) Rural  (1) Urban
 (1) Interstate  (5) Major Collector
 (2) Other Freeways and Expressways
 (3) Other Principal Arterial  (6) Minor Collector
 (4) Minor Arterial  (7) Local

3. Is Crossing on State Highway
System?
 Yes  No

4. Highway Speed Limit
___________ MPH
 Posted  Statutory

5. Linear Referencing System (LRS Route ID) *

6. LRS Milepost *

7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________

8. Estimated Percent Trucks
___________________ %

9. Regularly Used by School Buses?
 Yes  No Average Number per Day ___________

10. Emergency Services Route
 Yes  No
Submission Information - This information is used for administrative purposes and is not available on the public website.

Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
05/02/2019 760966M ✘
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1970 1 ✘ 0
U. S. DOT CROSSING INVENTORY FORM

DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.

A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing  Railroad  Transit  Change in Inventory Number
Data
 New
Crossing
 Closed  No Train
Traffic
 Quiet
Zone Update
 State  Other  Re-Open  Date
Change Only
 Change in Primary
Operating RR
 Admin.

Correction
Part I: Location and Classification Information

1. Primary Operating Railroad
_____________________________________________________

2. State
________________________________

3. County
____________________________________

4. City / Municipality
 In
 Near __________________________

5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)

6. Highway Type & No.
_______________________________________

7. Do Other Railroads Operate a Separate Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

8. Do Other Railroads Operate Over Your Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

9. Railroad Division or Region
 None _______________________

10. Railroad Subdivision or District
 None _______________________

11. Branch or Line Name
 None _______________________

12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)

13. Line Segment
*
_________________________

14. Nearest RR Timetable
Station *
__________________________

15. Parent RR (if applicable)
 N/A _____________________________

16. Crossing Owner (if applicable)
 N/A _________________________________

17. Crossing Type
 Public
 Private

18. Crossing Purpose
 Highway
 Pathway, Ped.
 Station, Ped.

19. Crossing Position
 At Grade
 RR Under
 RR Over

20. Public Access
(if Private Crossing)
 Yes
 No

21. Type of Train
 Freight
 Intercity Passenger
 Commuter
 Transit
 Shared Use Transit
 Tourist/Other

22. Average Passenger
Train Count Per Day
 Less Than One Per Day
 Number Per Day_____

23. Type of Land Use
 Open Space  Farm  Residential  Commercial  Industrial  Institutional  Recreational  RR Yard

24. Is there an Adjacent Crossing with a Separate Number?  Yes  No If Yes, Provide Crossing Number __________________

25. Quiet Zone (FRA provided)
 No  24 Hr  Partial  Chicago Excused Date Established _________________

26. HSR Corridor ID
__________________ N/A

27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)

28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)

29. Lat/Long Source
 Actual  Estimated

30.A. Railroad Use * 31.A. State Use *

30.B. Railroad Use * 31.B. State Use *

30.C. Railroad Use * 31.C. State Use *

30.D. Railroad Use * 31.D. State Use *

32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *

33. Emergency Notification Telephone No. (posted)
_________________________________

34. Railroad Contact (Telephone No.)
______________________________________

35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information

1. Estimated Number of Daily Train Movements

1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________

1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________

1.C. Total Switching Trains
__________

1.D. Total Transit Trains
__________

1.E. Check if Less Than
One Movement Per Day 
How many trains per week? ______

2. Year of Train Count Data (YYYY)
__________

3. Speed of Train at Crossing

3.A. Maximum Timetable Speed (mph) __________

3.B. Typical Speed Range Over Crossing (mph) From __________ to __________

4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________

5. Train Detection (Main Track only)
 Constant Warning Time  Motion Detection AFO  PTC  DC  Other  None

6. Is Track Signaled?
 Yes  No

7.A. Event Recorder
 Yes  No

7.B. Remote Health Monitoring
 Yes  No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
05 02 2019 ✘
757320T
Union Pacific Railroad Company [UP] CALIFORNIA FRESNO FRESNO ✘ West Clinton Avenue NA ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0201.910 ✘
✘ UP ✘
✘
✘
✘
0 ✘
✘ ✘
✘

36.7720002 -119.8372268
✘
800-848-8715 402-544-3721 415-703-3722 0 0 0 0 1
✘
40 2016 20 40 2 0 1 0 0
✘
✘ ✘ ✘
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information

1. Are there
Signs or Signals?
 Yes  No

2. Types of Passive Traffic Control Devices associated with the Crossing

2.A. Crossbuck
Assemblies (count)

2.B. STOP Signs (R1-1)
(count)

2.C. YIELD Signs (R1-2)
(count)

2.D. Advance Warning Signs (Check all that apply; include count)  None  W10-1 ________  W10-3 ________  W10-11 __________
 W10-2 ________  W10-4 ________  W10-12 __________

2.E. Low Ground Clearance Sign
(W10-5)
 Yes (count_______)
 No

2.F. Pavement Markings 2.G. Channelization
Devices/Medians

2.H. EXEMPT Sign
(R15-3)
 Yes
 No

2.I. ENS Sign (I-13)
Displayed
 Yes
 No
 Stop Lines
 RR Xing Symbols
Dynamic Envelope
 None
 All Approaches
 One Approach
 Median
 None

2.J. Other MUTCD Signs  Yes  No 2.K. Private Crossing Signs (if private)
 Yes  No

2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________

3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)

3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____

3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)

3.D. Mast Mounted Flashing Lights
(count of masts) _________

3.E. Total Count of
Flashing Light Pairs
 2 Quad
 3 Quad
 4 Quad
 Full (Barrier)
Resistance
 Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
 Incandescent
 LED
 Incandescent
 Back Lights Included
 LED
 Side Lights
Included

3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________  Not Required

3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
 Yes  No

3.I. Bells
(count)  Yes
 No
Installed on (MM/YYYY) ______/__________

3.J. Non-Train Active Warning
 Flagging/Flagman Manually Operated Signals  Watchman  Floodlighting  None

3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________

4.A. Does nearby Hwy
Intersection have
Traffic Signals?
 Yes  No

4.B. Hwy Traffic Signal
Interconnection
 Not Interconnected
 For Traffic Signals
 For Warning Signs

4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals  Yes  No

6. Highway Monitoring Devices
(Check all that apply)
 Yes - Photo/Video Recording
 Yes – Vehicle Presence Detection
 None
 Simultaneous
 Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics

1. Traffic Lanes Crossing Railroad  One-way Traffic
 Two-way Traffic
Number of Lanes _______  Divided Traffic

2. Is Roadway/Pathway
Paved?
 Yes  No

3. Does Track Run Down a Street?
 Yes  No

4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail)  Yes  No

5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________  1 Timber  2 Asphalt  3 Asphalt and Timber  4 Concrete  5 Concrete and Rubber  6 Rubber  7 Metal  8 Unconsolidated  9 Composite  10 Other (specify) ________________________________________________________

6. Intersecting Roadway within 500 feet?
 Yes  No If Yes, Approximate Distance (feet) _________________

7. Smallest Crossing Angle
 0° – 29°  30° – 59°  60° - 90°

8. Is Commercial Power Available? *
 Yes  No
Part V: Public Highway Information

1. Highway System
 (01) Interstate Highway System
 (02) Other Nat Hwy System (NHS)
 (03) Federal AID, Not NHS
 (08) Non-Federal Aid

2. Functional Classification of Road at Crossing
 (0) Rural  (1) Urban
 (1) Interstate  (5) Major Collector
 (2) Other Freeways and Expressways
 (3) Other Principal Arterial  (6) Minor Collector
 (4) Minor Arterial  (7) Local

3. Is Crossing on State Highway
System?
 Yes  No

4. Highway Speed Limit
___________ MPH
 Posted  Statutory

5. Linear Referencing System (LRS Route ID) *

6. LRS Milepost *

7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________

8. Estimated Percent Trucks
___________________ %

9. Regularly Used by School Buses?
 Yes  No Average Number per Day ___________

10. Emergency Services Route
 Yes  No
Submission Information - This information is used for administrative purposes and is not available on the public website.

Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
05/02/2019 757320T ✘
0 0
✘
✘ ✘
0 ✘
✘
0 0
0 0
0 0
0 ✘ ✘
0 0
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0 ✘ ✘ ✘
✘ ✘
✘
1970 1 ✘ 0
U. S. DOT CROSSING INVENTORY FORM

DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.

A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing  Railroad  Transit  Change in Inventory Number
Data
 New
Crossing
 Closed  No Train
Traffic
 Quiet
Zone Update
 State  Other  Re-Open  Date
Change Only
 Change in Primary
Operating RR
 Admin.

Correction
Part I: Location and Classification Information

1. Primary Operating Railroad
_____________________________________________________

2. State
________________________________

3. County
____________________________________

4. City / Municipality
 In
 Near __________________________

5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)

6. Highway Type & No.
_______________________________________

7. Do Other Railroads Operate a Separate Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

8. Do Other Railroads Operate Over Your Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

9. Railroad Division or Region
 None _______________________

10. Railroad Subdivision or District
 None _______________________

11. Branch or Line Name
 None _______________________

12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)

13. Line Segment
*
_________________________

14. Nearest RR Timetable
Station *
__________________________

15. Parent RR (if applicable)
 N/A _____________________________

16. Crossing Owner (if applicable)
 N/A _________________________________

17. Crossing Type
 Public
 Private

18. Crossing Purpose
 Highway
 Pathway, Ped.
 Station, Ped.

19. Crossing Position
 At Grade
 RR Under
 RR Over

20. Public Access
(if Private Crossing)
 Yes
 No

21. Type of Train
 Freight
 Intercity Passenger
 Commuter
 Transit
 Shared Use Transit
 Tourist/Other

22. Average Passenger
Train Count Per Day
 Less Than One Per Day
 Number Per Day_____

23. Type of Land Use
 Open Space  Farm  Residential  Commercial  Industrial  Institutional  Recreational  RR Yard

24. Is there an Adjacent Crossing with a Separate Number?  Yes  No If Yes, Provide Crossing Number __________________

25. Quiet Zone (FRA provided)
 No  24 Hr  Partial  Chicago Excused Date Established _________________

26. HSR Corridor ID
__________________ N/A

27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)

28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)

29. Lat/Long Source
 Actual  Estimated

30.A. Railroad Use * 31.A. State Use *

30.B. Railroad Use * 31.B. State Use *

30.C. Railroad Use * 31.C. State Use *

30.D. Railroad Use * 31.D. State Use *

32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *

33. Emergency Notification Telephone No. (posted)
_________________________________

34. Railroad Contact (Telephone No.)
______________________________________

35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information

1. Estimated Number of Daily Train Movements

1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________

1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________

1.C. Total Switching Trains
__________

1.D. Total Transit Trains
__________

1.E. Check if Less Than
One Movement Per Day 
How many trains per week? ______

2. Year of Train Count Data (YYYY)
__________

3. Speed of Train at Crossing

3.A. Maximum Timetable Speed (mph) __________

3.B. Typical Speed Range Over Crossing (mph) From __________ to __________

4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________

5. Train Detection (Main Track only)
 Constant Warning Time  Motion Detection AFO  PTC  DC  Other  None

6. Is Track Signaled?
 Yes  No

7.A. Event Recorder
 Yes  No

7.B. Remote Health Monitoring
 Yes  No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
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Union Pacific Railroad Company [UP] CALIFORNIA FRESNO FRESNO ✘ ASHLAN AVENUE NA ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0199.950 ✘
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FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information

1. Are there
Signs or Signals?
 Yes  No

2. Types of Passive Traffic Control Devices associated with the Crossing

2.A. Crossbuck
Assemblies (count)

2.B. STOP Signs (R1-1)
(count)

2.C. YIELD Signs (R1-2)
(count)

2.D. Advance Warning Signs (Check all that apply; include count)  None  W10-1 ________  W10-3 ________  W10-11 __________
 W10-2 ________  W10-4 ________  W10-12 __________

2.E. Low Ground Clearance Sign
(W10-5)
 Yes (count_______)
 No

2.F. Pavement Markings 2.G. Channelization
Devices/Medians

2.H. EXEMPT Sign
(R15-3)
 Yes
 No

2.I. ENS Sign (I-13)
Displayed
 Yes
 No
 Stop Lines
 RR Xing Symbols
Dynamic Envelope
 None
 All Approaches
 One Approach
 Median
 None

2.J. Other MUTCD Signs  Yes  No 2.K. Private Crossing Signs (if private)
 Yes  No

2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________

3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)

3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____

3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)

3.D. Mast Mounted Flashing Lights
(count of masts) _________

3.E. Total Count of
Flashing Light Pairs
 2 Quad
 3 Quad
 4 Quad
 Full (Barrier)
Resistance
 Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
 Incandescent
 LED
 Incandescent
 Back Lights Included
 LED
 Side Lights
Included

3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________  Not Required

3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
 Yes  No

3.I. Bells
(count)  Yes
 No
Installed on (MM/YYYY) ______/__________

3.J. Non-Train Active Warning
 Flagging/Flagman Manually Operated Signals  Watchman  Floodlighting  None

3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________

4.A. Does nearby Hwy
Intersection have
Traffic Signals?
 Yes  No

4.B. Hwy Traffic Signal
Interconnection
 Not Interconnected
 For Traffic Signals
 For Warning Signs

4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals  Yes  No

6. Highway Monitoring Devices
(Check all that apply)
 Yes - Photo/Video Recording
 Yes – Vehicle Presence Detection
 None
 Simultaneous
 Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics

1. Traffic Lanes Crossing Railroad  One-way Traffic
 Two-way Traffic
Number of Lanes _______  Divided Traffic

2. Is Roadway/Pathway
Paved?
 Yes  No

3. Does Track Run Down a Street?
 Yes  No

4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail)  Yes  No

5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________  1 Timber  2 Asphalt  3 Asphalt and Timber  4 Concrete  5 Concrete and Rubber  6 Rubber  7 Metal  8 Unconsolidated  9 Composite  10 Other (specify) ________________________________________________________

6. Intersecting Roadway within 500 feet?
 Yes  No If Yes, Approximate Distance (feet) _________________

7. Smallest Crossing Angle
 0° – 29°  30° – 59°  60° - 90°

8. Is Commercial Power Available? *
 Yes  No
Part V: Public Highway Information

1. Highway System
 (01) Interstate Highway System
 (02) Other Nat Hwy System (NHS)
 (03) Federal AID, Not NHS
 (08) Non-Federal Aid

2. Functional Classification of Road at Crossing
 (0) Rural  (1) Urban
 (1) Interstate  (5) Major Collector
 (2) Other Freeways and Expressways
 (3) Other Principal Arterial  (6) Minor Collector
 (4) Minor Arterial  (7) Local

3. Is Crossing on State Highway
System?
 Yes  No

4. Highway Speed Limit
___________ MPH
 Posted  Statutory

5. Linear Referencing System (LRS Route ID) *

6. LRS Milepost *

7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________

8. Estimated Percent Trucks
___________________ %

9. Regularly Used by School Buses?
 Yes  No Average Number per Day ___________

10. Emergency Services Route
 Yes  No
Submission Information - This information is used for administrative purposes and is not available on the public website.

Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
05/02/2019 753317W ✘
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Appendix B:

Noise Measurement Data and Field Sheets

www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Observations:

Site Address/Location: Fresno, CA
Date:

Field Tech/Engineer: Mike Dickerson, INCE
General Location:

Sound Meter: XL2 SN: 08562-E0
Settings: A-weighted, fast, 1-sec, 10-minute duration
Meteorological Con.: Sunny, clear
Site ID: ST-1 thru ST-12
Location Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
1 9:28 AM 9:38 AM 67.6 78.3 54.5 74.7 71.3 68.0 65.6 59.8 2 9:48 AM 9:58 AM 69.5 84.1 40.9 78.3 75.8 69.4 60.4 45.7 3 10:15 AM 10:25 AM 61.5 82.5 41.3 68.1 62.2 58.8 54.2 46.0 4 10:32 AM 10:42 AM 54.4 69.5 37.8 63.1 58.4 53.7 50.0 43.7 5 12:13 PM 12:23 PM 64.6 86.5 45.4 71.6 67.7 64.3 60.8 51.7 6 2:19 PM 2:29 PM 74.8 99.8 50.2 79.2 72.6 67.5 64.3 58.5 7 12:38 PM 12:48 PM 72.8 93.4 37.5 81.4 74.7 65.0 56.2 43.2 8 12:54 PM 1:04 PM 66.1 86.3 51.5 75.5 70.1 62.6 58.9 54.4 9 1:09 PM 1:19 PM 64.4 79.9 48.1 73.5 68.9 63.4 59.5 52.4 10 1:26 PM 1:36 PM 59.6 79.5 31.9 70.4 61.6 52.7 43.8 34.5 11 1:42 PM 1:52 PM 65.8 85.0 44.7 73.4 68.7 64.7 60.4 51.8 12 2:00 PM 2:10 PM 68.8 85.2 55.2 75.9 72.7 69.6 65.6 58.7 6/3/2019
Table 1: Morning - Baseline Noise Measurement Summary
Sunny, Ambient noise consisted of traffic along roads as lited for each measurement.
10-Minute Continuous Noise Measurement Datasheet
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Fresno, CA
Site ID: ST-1 thru ST-12
10-Minute Continuous Noise Measurement Datasheet - Cont.

Figure 1: Monitoring Locations 1-12
1 2
3 4 5
6 7 8 9
10 11 12
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Herdon Ave. & Parkway Dr. C/L of Herdon Ave. is 30ft from meter Site ID: ST-1 Ground Type: Soft site, w/ street surface hard C/L of Parkway Dr. is 50ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-1 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
9:28:20 AM9:28:35 AM9:28:50 AM9:29:05 AM9:29:20 AM9:29:35 AM9:29:50 AM9:30:05 AM9:30:20 AM9:30:35 AM9:30:50 AM9:31:05 AM9:31:20 AM9:31:35 AM9:31:50 AM9:32:05 AM9:32:20 AM9:32:35 AM9:32:50 AM9:33:05 AM9:33:20 AM9:33:35 AM9:33:50 AM9:34:05 AM9:34:20 AM9:34:35 AM9:34:50 AM9:35:05 AM9:35:20 AM9:35:35 AM9:35:50 AM9:36:05 AM9:36:20 AM9:36:35 AM9:36:50 AM9:37:05 AM9:37:20 AM9:37:35 AM9:37:50 AM9:38:05 AM dBA
Time
ST-1: Ambient Noise Level (1-sec) ST-1
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 2-2: ST-1 Photo
Figure 2-3: ST-1 Photo
Figure 2-1: ST-1 Site
1 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Bryan Ave. & Shaw Ave. C/L of Bryan Ave is 40ft from meter Site ID: ST-2 Ground Type: Soft site, w/ street surface hard C/L of Shaw Ave. is 40ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-2 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
9:48:30 AM9:48:45 AM9:49:00 AM9:49:15 AM9:49:30 AM9:49:45 AM9:50:00 AM9:50:15 AM9:50:30 AM9:50:45 AM9:51:00 AM9:51:15 AM9:51:30 AM9:51:45 AM9:52:00 AM9:52:15 AM9:52:30 AM9:52:45 AM9:53:00 AM9:53:15 AM9:53:30 AM9:53:45 AM9:54:00 AM9:54:15 AM9:54:30 AM9:54:45 AM9:55:00 AM9:55:15 AM9:55:30 AM9:55:45 AM9:56:00 AM9:56:15 AM9:56:30 AM9:56:45 AM9:57:00 AM9:57:15 AM9:57:30 AM9:57:45 AM9:58:00 AM9:58:15 AM dBA
Time
ST-2: Ambient Noise Level (1-sec) ST-2
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 3-2: ST-2 Photo
Figure 3-3: ST-2 Photo
Figure 3-1: ST-2 Site
2 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Polk Ave. & Gettysburg Ave. C/L of Polk Ave. is 55ft from meter Site ID: ST-3 Ground Type: Hard site, w/ street surface hard C/L of Gettysburg Ave. is 55ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-3 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
10:15:34 AM10:15:49 AM10:16:04 AM10:16:19 AM10:16:34 AM10:16:49 AM10:17:04 AM10:17:19 AM10:17:34 AM10:17:49 AM10:18:04 AM10:18:19 AM10:18:34 AM10:18:49 AM10:19:04 AM10:19:19 AM10:19:34 AM10:19:49 AM10:20:04 AM10:20:19 AM10:20:34 AM10:20:49 AM10:21:04 AM10:21:19 AM10:21:34 AM10:21:49 AM10:22:04 AM10:22:19 AM10:22:34 AM10:22:49 AM10:23:04 AM10:23:19 AM10:23:34 AM10:23:49 AM10:24:04 AM10:24:19 AM10:24:34 AM10:24:49 AM10:25:04 AM10:25:19 AM dBA
Time
ST-3: Ambient Noise Level (1-sec) ST-3
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 4-2: ST-3 Photo
Figure 4-1: ST-3 Site
Figure 4-3: ST-3 Photo
3 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Bryan Ave. & Ashlan Ave. C/L of Bryan Ave. is 45ft from meter Site ID: ST-4 Ground Type: Soft site, w/ street surface hard C/L of Ashlan Ave. 50ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-4 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 10:32:36 AM10:32:51 AM10:33:06 AM10:33:21 AM10:33:36 AM10:33:51 AM10:34:06 AM10:34:21 AM10:34:36 AM10:34:51 AM10:35:06 AM10:35:21 AM10:35:36 AM10:35:51 AM10:36:06 AM10:36:21 AM10:36:36 AM10:36:51 AM10:37:06 AM10:37:21 AM10:37:36 AM10:37:51 AM10:38:06 AM10:38:21 AM10:38:36 AM10:38:51 AM10:39:06 AM10:39:21 AM10:39:36 AM10:39:51 AM10:40:06 AM10:40:21 AM10:40:36 AM10:40:51 AM10:41:06 AM10:41:21 AM10:41:36 AM10:41:51 AM10:42:06 AM10:42:21 AM dBA
Time
ST-4: Ambient Noise Level (1-sec) ST-4
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 5-1: ST-4 Site
Figure 5-2: ST-4 Photo
Figure 5-3: ST-4 Photo
4 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Polk Ave. & Ashlan Ave. C/L of Polk Ave. is 40ft from meter Site ID: ST-5 Ground Type: Soft site, w/ street surface hard C/L of Ashlan Ave. 40ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-5 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
12:13:38 PM12:13:53 PM12:14:08 PM12:14:23 PM12:14:38 PM12:14:53 PM12:15:08 PM12:15:23 PM12:15:38 PM12:15:53 PM12:16:08 PM12:16:23 PM12:16:38 PM12:16:53 PM12:17:08 PM12:17:23 PM12:17:38 PM12:17:53 PM12:18:08 PM12:18:23 PM12:18:38 PM12:18:53 PM12:19:08 PM12:19:23 PM12:19:38 PM12:19:53 PM12:20:08 PM12:20:23 PM12:20:38 PM12:20:53 PM12:21:08 PM12:21:23 PM12:21:38 PM12:21:53 PM12:22:08 PM12:22:23 PM12:22:38 PM12:22:53 PM12:23:08 PM12:23:23 PM dBA
Time
ST-5: Ambient Noise Level (1-sec) ST-5
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 6-2: ST-5 Photo
Figure 6-3: ST-5 Photo
Figure 6-1: ST-5 Site
5 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Dakota Ave & Brawley Ave C/L of Dakota Ave is 30ft from meter Site ID: ST-6 Ground Type: Soft site, w/ street surface hard C/L of Brawley Ave is 35ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-6 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 20.0

40.0 60.0

80.0 100.0
120.0
2:19:06 PM2:19:21 PM2:19:36 PM2:19:51 PM2:20:06 PM2:20:21 PM2:20:36 PM2:20:51 PM2:21:06 PM2:21:21 PM2:21:36 PM2:21:51 PM2:22:06 PM2:22:21 PM2:22:36 PM2:22:51 PM2:23:06 PM2:23:21 PM2:23:36 PM2:23:51 PM2:24:06 PM2:24:21 PM2:24:36 PM2:24:51 PM2:25:06 PM2:25:21 PM2:25:36 PM2:25:51 PM2:26:06 PM2:26:21 PM2:26:36 PM2:26:51 PM2:27:06 PM2:27:21 PM2:27:36 PM2:27:51 PM2:28:06 PM2:28:21 PM2:28:36 PM2:28:51 PM dBA
Time
ST-6: Ambient Noise Level (1-sec) ST-6
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 7-2: ST-6 Photo
Figure 7-3: ST-6 Photo
Figure 7-1: ST-6 Site
6 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Grantlan Ave. & Shields Ave. C/L of Grantlan Ave. is 35ft from meter Site ID: ST-7 Ground Type: Soft site, w/ street surface hard C/L of Shields Ave. is 35ft from meter 85 Degrees
Sunny, clear, 1-3 mph wind
10-Minute Continuous Noise Measurement Datasheet - ST-7

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
12:38:52 PM12:39:07 PM12:39:22 PM12:39:37 PM12:39:52 PM12:40:07 PM12:40:22 PM12:40:37 PM12:40:52 PM12:41:07 PM12:41:22 PM12:41:37 PM12:41:52 PM12:42:07 PM12:42:22 PM12:42:37 PM12:42:52 PM12:43:07 PM12:43:22 PM12:43:37 PM12:43:52 PM12:44:07 PM12:44:22 PM12:44:37 PM12:44:52 PM12:45:07 PM12:45:22 PM12:45:37 PM12:45:52 PM12:46:07 PM12:46:22 PM12:46:37 PM12:46:52 PM12:47:07 PM12:47:22 PM12:47:37 PM12:47:52 PM12:48:07 PM12:48:22 PM12:48:37 PM dBA
Time
ST-4: Ambient Noise Level (1-sec) ST-7
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 8-1: ST-7 Site
Figure 8-2: ST-7 Photo
Figure 8-3: ST-7 Photo
7 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Polk Ave. & Shields Ave. C/L of Grantlan Ave. is 35ft from meter Site ID: ST-8 Ground Type: Soft site, w/ street surface hard C/L of Shields Ave. is 35ft from meter Sunny, clear, 1-3 mph wind
10-Minute Continuous Noise Measurement Datasheet - ST-8 85 Degrees
0 10
20 30
40 50
60 70
80 90
12:54:26 PM12:54:41 PM12:54:56 PM12:55:11 PM12:55:26 PM12:55:41 PM12:55:56 PM12:56:11 PM12:56:26 PM12:56:41 PM12:56:56 PM12:57:11 PM12:57:26 PM12:57:41 PM12:57:56 PM12:58:11 PM12:58:26 PM12:58:41 PM12:58:56 PM12:59:11 PM12:59:26 PM12:59:41 PM12:59:56 PM 1:00:11 PM1:00:26 PM1:00:41 PM1:00:56 PM1:01:11 PM1:01:26 PM1:01:41 PM1:01:56 PM1:02:11 PM1:02:26 PM1:02:41 PM1:02:56 PM1:03:11 PM1:03:26 PM1:03:41 PM1:03:56 PM1:04:11 PM dBA
Time
ST-8: Ambient Noise Level (1-sec) ST-8
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 9-1: ST-8 Site
Figure 9-2: ST-8 Photo
Figure 9-3: ST-8 Photo
8 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Blythe Ave. & Shields Ave. C/L of Blythe Ave is 50ft from meter Site ID: ST-9 Ground Type: Soft site, w/ street surface hard C/L of Shields Ave. is 45ft from meter 85 Degrees
Sunny, clear, 1-3 mph wind
10-Minute Continuous Noise Measurement Datasheet - ST-9

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
1:09:14 PM1:09:29 PM1:09:44 PM1:09:59 PM1:10:14 PM1:10:29 PM1:10:44 PM1:10:59 PM1:11:14 PM1:11:29 PM1:11:44 PM1:11:59 PM1:12:14 PM1:12:29 PM1:12:44 PM1:12:59 PM1:13:14 PM1:13:29 PM1:13:44 PM1:13:59 PM1:14:14 PM1:14:29 PM1:14:44 PM1:14:59 PM1:15:14 PM1:15:29 PM1:15:44 PM1:15:59 PM1:16:14 PM1:16:29 PM1:16:44 PM1:16:59 PM1:17:14 PM1:17:29 PM1:17:44 PM1:17:59 PM1:18:14 PM1:18:29 PM1:18:44 PM1:18:59 PM dBA
Time
ST-9: Ambient Noise Level (1-sec) ST-9
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 10-1: ST-9 Site
Figure 10-2: ST-9 Site
Figure 10-3: ST-9 Site
9 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Clinton Ave. & Bryan Ave. C/L of Clinton Ave. is 15ft from meter Site ID: ST-10 Ground Type: Hard site, w/ street surface hard C/L of Bryan Ave. is 25ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-10 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
1:26:24 PM1:26:39 PM1:26:54 PM1:27:09 PM1:27:24 PM1:27:39 PM1:27:54 PM1:28:09 PM1:28:24 PM1:28:39 PM1:28:54 PM1:29:09 PM1:29:24 PM1:29:39 PM1:29:54 PM1:30:09 PM1:30:24 PM1:30:39 PM1:30:54 PM1:31:09 PM1:31:24 PM1:31:39 PM1:31:54 PM1:32:09 PM1:32:24 PM1:32:39 PM1:32:54 PM1:33:09 PM1:33:24 PM1:33:39 PM1:33:54 PM1:34:09 PM1:34:24 PM1:34:39 PM1:34:54 PM1:35:09 PM1:35:24 PM1:35:39 PM1:35:54 PM1:36:09 PM dBA
Time
ST-10: Ambient Noise Level (1-sec) ST-10
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 11-3: ST-10 Site
Figure 11-1: ST-10 Site
Figure 11-2: ST-10 Site
10 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Cornelia Ave. & Clinton Ave. C/L of Cornelia Ave. is 35ft from meter Site ID: ST-11 Ground Type: Soft site, w/ street surface hard C/L of Clinton Ave. is 40ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-11 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
1:42:48 PM1:43:03 PM1:43:18 PM1:43:33 PM1:43:48 PM1:44:03 PM1:44:18 PM1:44:33 PM1:44:48 PM1:45:03 PM1:45:18 PM1:45:33 PM1:45:48 PM1:46:03 PM1:46:18 PM1:46:33 PM1:46:48 PM1:47:03 PM1:47:18 PM1:47:33 PM1:47:48 PM1:48:03 PM1:48:18 PM1:48:33 PM1:48:48 PM1:49:03 PM1:49:18 PM1:49:33 PM1:49:48 PM1:50:03 PM1:50:18 PM1:50:33 PM1:50:48 PM1:51:03 PM1:51:18 PM1:51:33 PM1:51:48 PM1:52:03 PM1:52:18 PM1:52:33 PM dBA
Time
ST-11: Ambient Noise Level (1-sec) ST-11
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 12-2: ST-11 Photo
Figure 12-3: ST-11 Photo
Figure 12-1: ST-11 Site
11 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:

Site Address/Location: Clinton Ave. & Marks Ave. C/L of Clinton Ave. is 45ft from meter Site ID: ST-12 Ground Type: Soft site, w/ street surface hard C/L of Marks Ave. 65ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-12 85 Degrees
Sunny, clear, 1-3 mph wind

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
2:00:44 PM2:00:59 PM2:01:14 PM2:01:29 PM2:01:44 PM2:01:59 PM2:02:14 PM2:02:29 PM2:02:44 PM2:02:59 PM2:03:14 PM2:03:29 PM2:03:44 PM2:03:59 PM2:04:14 PM2:04:29 PM2:04:44 PM2:04:59 PM2:05:14 PM2:05:29 PM2:05:44 PM2:05:59 PM2:06:14 PM2:06:29 PM2:06:44 PM2:06:59 PM2:07:14 PM2:07:29 PM2:07:44 PM2:07:59 PM2:08:14 PM2:08:29 PM2:08:44 PM2:08:59 PM2:09:14 PM2:09:29 PM2:09:44 PM2:09:59 PM2:10:14 PM2:10:29 PM dBA
Time
ST-12: Ambient Noise Level (1-sec) ST-12
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 13-1: ST-12 Site
Figure 13-2: ST-12 Photo
Figure 13-3: ST-12 Photo 12
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Date: 6/3/2019 to 6/4/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:

Sound Meter: LD 831 SN: 3713 Site Topo:

Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:

Meteorological Con.: Sunny
Site ID: LT-1
24-Hour Continuous Noise Measurement Datasheet
C/L of Barstow Ave. is 35ft from meter
C/L of Grantland Ave. is 230ft from meter
Sunny, Ambient noise consisted of traffic along Barstow Ave. and Grantland Ave.

Noise Source(s) w/ Distance:

Flat
Soft site, w/ street surface hard
Figure 1: LT-1 Monitoring Location
Site Observations:

Figure 2: LT-1 Photo
1 LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Site ID: LT-1
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/3/2019 8:00 AM 9:00 AM 61.9 83.5 42.9 70.4 65.5 58.4 55.3 52.1 6/3/2019 9:00 AM 10:00 AM 56.9 75.6 36.7 63.5 61.2 57.9 55.3 48.1 6/3/2019 10:00 AM 11:00 AM 59.5 85.7 36.3 66.0 60.7 58.4 53.3 47.6 6/3/2019 11:00 AM 12:00 PM 56.9 79.4 35.2 63.0 60.5 57.2 54.0 47.3 6/3/2019 12:00 PM 1:00 PM 58.1 81.9 35.6 66.2 62.6 57.3 55.3 48.7 6/3/2019 1:00 PM 2:00 PM 59.5 86.2 36.1 66.1 62.0 57.7 55.0 47.8 6/3/2019 2:00 PM 3:00 PM 58.0 82.4 34.7 64.3 61.6 58.1 55.7 50.8 6/3/2019 3:00 PM 4:00 PM 56.8 70.5 39.6 60.7 59.7 57.7 56.1 51.9 6/3/2019 4:00 PM 5:00 PM 59.5 88.2 39.5 63.9 60.8 58.2 56.2 51.6 6/3/2019 5:00 PM 6:00 PM 58.4 71.0 41.0 61.7 60.9 59.7 58.3 53.9 6/3/2019 6:00 PM 7:00 PM 58.0 75.9 42.6 62.3 60.2 59.1 57.1 53.8 6/3/2019 7:00 PM 8:00 PM 56.9 76.1 39.0 62.4 59.8 57.1 55.6 51.2 6/3/2019 8:00 PM 9:00 PM 55.3 70.4 39.3 59.7 59.0 57.0 54.0 50.1 6/3/2019 9:00 PM 10:00 PM 56.1 77.5 42.8 63.3 58.2 56.2 53.8 50.6 6/3/2019 10:00 PM 11:00 PM 53.5 69.1 40.0 58.9 57.7 54.6 50.8 47.9 6/3/2019 11:00 PM 12:00 AM 51.3 72.9 40.1 58.7 53.9 51.3 49.5 46.0 6/4/2019 12:00 AM 1:00 AM 48.0 66.7 37.0 55.2 51.8 48.1 45.3 42.0 6/4/2019 1:00 AM 2:00 AM 48.3 68.9 36.5 54.3 51.5 48.2 46.5 43.4 6/4/2019 2:00 AM 3:00 AM 47.7 66.0 37.0 55.1 52.4 47.2 44.3 41.7 6/4/2019 3:00 AM 4:00 AM 49.6 70.0 36.4 56.7 53.9 49.0 45.7 42.4 6/4/2019 4:00 AM 5:00 AM 52.5 72.7 38.5 61.0 57.0 51.7 48.4 43.9 6/4/2019 5:00 AM 6:00 AM 53.8 73.5 45.8 57.5 57.2 54.7 52.3 49.6 6/4/2019 6:00 AM 7:00 AM 58.0 75.6 45.9 64.1 61.7 58.9 55.9 52.8 6/4/2019 7:00 AM 8:00 AM 58.9 76.4 42.7 62.7 61.6 60.1 58.0 52.5 CNEL: 60.5
24-Hour Continuous Noise Measurement Datasheet - Cont.

LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Site ID: LT-1
24-Hour Continuous Noise Measurement Datasheet - Cont.

61.9 56.9

59.5 56.9 58.1

59.5 58.0 56.8

59.5 58.4 58.0 56.9

55.3 56.1

53.5 51.3

48.0 48.3 47.7

49.6 52.5 53.8

58.0 58.9

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Site ID: LT-1
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 10
20 30
40 50
60 70
80 90
100 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Date: 6/3/2019 to 6/4/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:

Sound Meter: LD 831 SN: 3168 Site Topo:

Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:

Meteorological Con.: Sunny
Site ID: LT-2
24-Hour Continuous Noise Measurement Datasheet
C/L of Valentine Ave. is 35ft from meter
C/L of State Route 99 is 300ft from meter
Sunny, Ambient noise consisted of traffic along Valentine Ave and State Route 99.

Noise Source(s) w/ Distance:

Flat
Soft site, w/ street surface hard
Figure 1: LT-1 Monitoring Location
Site Observations:

Figure 2: LT-1 Photo 1
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Site ID: LT-2
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/3/2019 9:00 AM 10:00 AM 64.9 75.4 57.1 68.0 67.3 65.8 64.5 62.3 6/3/2019 10:00 AM 11:00 AM 63.9 79.7 56.5 66.8 65.7 64.6 63.5 61.8 6/3/2019 11:00 AM 12:00 PM 62.3 72.8 54.1 64.9 64.1 62.9 61.7 60.1 6/3/2019 12:00 PM 1:00 PM 62.0 74.2 54.2 64.5 63.5 62.9 61.5 60.2 6/3/2019 1:00 PM 2:00 PM 61.3 71.3 52.9 63.1 62.8 62.1 61.2 59.5 6/3/2019 2:00 PM 3:00 PM 62.1 73.5 53.5 64.1 63.6 62.6 61.7 60.1 6/3/2019 3:00 PM 4:00 PM 65.2 93.9 56.5 70.0 64.8 63.4 62.6 61.3 6/3/2019 4:00 PM 5:00 PM 61.9 73.2 53.5 63.8 63.3 62.6 61.6 60.2 6/3/2019 5:00 PM 6:00 PM 63.8 83.8 56.2 68.5 66.1 64.0 62.6 61.3 6/3/2019 6:00 PM 7:00 PM 62.7 82.8 54.4 65.3 63.6 62.9 62.1 60.8 6/3/2019 7:00 PM 8:00 PM 63.1 84.2 55.0 67.9 64.7 63.2 62.4 60.9 6/3/2019 8:00 PM 9:00 PM 62.1 73.8 51.0 64.3 63.9 62.8 62.0 60.3 6/3/2019 9:00 PM 10:00 PM 60.8 72.8 53.4 62.6 62.3 61.4 60.7 59.2 6/3/2019 10:00 PM 11:00 PM 60.9 71.0 52.2 63.6 63.0 61.6 60.7 58.9 6/3/2019 11:00 PM 12:00 AM 59.8 70.6 49.4 62.4 61.2 60.6 59.6 57.5 6/4/2019 12:00 AM 1:00 AM 58.4 69.7 48.6 60.8 60.4 59.5 58.1 56.3 6/4/2019 1:00 AM 2:00 AM 60.2 88.5 48.0 64.7 61.1 58.8 57.9 55.2 6/4/2019 2:00 AM 3:00 AM 59.6 70.0 49.0 63.6 62.3 60.6 58.8 56.0 6/4/2019 3:00 AM 4:00 AM 62.5 75.5 48.8 66.0 65.4 63.3 61.9 59.2 6/4/2019 4:00 AM 5:00 AM 60.9 69.5 52.3 63.9 63.1 62.0 60.3 58.5 6/4/2019 5:00 AM 6:00 AM 67.6 79.0 59.9 70.8 69.6 68.7 67.6 64.5 6/4/2019 6:00 AM 7:00 AM 70.3 85.6 63.3 72.4 71.9 71.4 70.4 67.8 6/4/2019 7:00 AM 8:00 AM 70.2 75.5 65.9 71.6 71.0 70.6 70.1 69.4 6/4/2019 8:00 AM 9:00 AM 70.0 88.8 61.3 72.3 71.2 70.6 69.6 68.1 CNEL: 68.6
24-Hour Continuous Noise Measurement Datasheet - Cont.

LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Site ID: LT-2
24-Hour Continuous Noise Measurement Datasheet - Cont.

64.9 63.9

62.3 62.0 61.3 62.1

65.2 61.9

63.8 62.7 63.1 62.1 60.8 60.9 59.8 58.4

60.2 59.6

62.5 60.9

67.6 70.3 70.2 70.0

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Site ID: LT-2
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 10
20 30
40 50
60 70
80 90
100 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Date: 6/4/2019 to 6/5/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:

Sound Meter: LD 831 SN: 3715 Site Topo:

Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:

Meteorological Con.: Sunny
Site ID: LT-3
Figure 2: LT-3 Photo
24-Hour Continuous Noise Measurement Datasheet
C/L of Blythe Ave. is 60ft from meter
C/L of Ashlan Ave. is 90ft from meter
Sunny, Ambient noise consisted of traffic along Blythe Ave and Ashlan Ave.

Noise Source(s) w/ Distance:

Flat
Soft site, w/ street surface hard
Figure 1: LT-3 Monitoring Location
Site Observations:
1 LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Site ID: LT-3
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/4/2019 9:00 AM 10:00 AM 63.3 81.8 48.7 68.1 66.0 63.3 62.3 60.6 6/4/2019 10:00 AM 11:00 AM 62.6 76.9 48.7 66.1 64.8 63.1 62.1 60.5 6/4/2019 11:00 AM 12:00 PM 66.7 92.0 48.7 74.5 70.1 63.5 61.8 59.6 6/4/2019 12:00 PM 1:00 PM 65.7 86.5 48.0 75.3 67.0 63.8 62.8 59.8 6/4/2019 1:00 PM 2:00 PM 63.9 81.7 48.2 70.0 65.9 63.7 62.8 60.0 6/4/2019 2:00 PM 3:00 PM 66.5 92.0 50.2 74.8 68.1 64.8 63.6 61.4 6/4/2019 3:00 PM 4:00 PM 74.7 106.8 49.4 73.2 69.3 65.5 63.4 61.3 6/4/2019 4:00 PM 5:00 PM 64.4 79.4 50.1 68.6 67.2 65.0 63.7 62.1 6/4/2019 5:00 PM 6:00 PM 64.3 83.6 49.1 68.9 66.6 64.6 63.6 61.2 6/4/2019 6:00 PM 7:00 PM 64.2 83.0 49.4 69.1 67.0 64.8 63.0 61.2 6/4/2019 7:00 PM 8:00 PM 68.1 96.1 51.3 72.2 67.8 65.3 63.0 60.1 6/4/2019 8:00 PM 9:00 PM 63.4 80.6 50.4 68.2 65.9 63.6 62.6 60.2 6/4/2019 9:00 PM 10:00 PM 63.2 84.0 48.1 69.4 65.6 63.5 61.2 58.7 6/4/2019 10:00 PM 11:00 PM 62.7 89.0 47.4 66.9 64.2 62.0 60.7 57.9 6/4/2019 11:00 PM 12:00 AM 64.7 92.3 46.2 71.7 68.4 62.6 59.7 56.3 6/5/2019 12:00 AM 1:00 AM 59.2 85.5 43.2 65.5 62.0 58.4 56.9 53.1 6/5/2019 1:00 AM 2:00 AM 56.8 80.9 40.5 61.8 60.8 57.2 54.7 49.1 6/5/2019 2:00 AM 3:00 AM 56.6 79.5 41.4 63.3 59.8 57.2 54.1 49.0 6/5/2019 3:00 AM 4:00 AM 57.5 78.9 44.3 61.4 60.7 58.1 56.8 51.8 6/5/2019 4:00 AM 5:00 AM 58.4 80.1 45.1 65.2 61.0 58.7 56.8 51.5 6/5/2019 5:00 AM 6:00 AM 62.7 83.4 48.8 66.1 65.6 63.8 61.5 58.5 6/5/2019 6:00 AM 7:00 AM 64.8 81.2 54.9 68.2 66.7 65.5 64.3 61.4 6/5/2019 7:00 AM 8:00 AM 67.3 90.2 54.7 72.6 67.9 65.6 64.8 63.4 6/5/2019 8:00 AM 9:00 AM 64.7 82.3 54.8 68.4 66.9 64.9 64.2 62.7 CNEL: 70.2
24-Hour Continuous Noise Measurement Datasheet - Cont.

LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Site ID: LT-3
24-Hour Continuous Noise Measurement Datasheet - Cont.

63.3 62.6

66.7 65.7

63.9 66.5

74.7 64.4 64.3 64.2

68.1 63.4 63.2 62.7

64.7 59.2

56.8 56.6 57.5 58.4

62.7 64.8

67.3 64.7

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Site ID: LT-3
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 20
40 60
80 100
120 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Date: 6/3/2019 to 6/4/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:

Sound Meter: LD 831 SN: 3716 Site Topo:

Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:

Meteorological Con.: Sunny
Site ID: LT-4
Figure 2: LT-1 Photo
24-Hour Continuous Noise Measurement Datasheet
C/L of Ashlan Ave. is 20ft from meter
C/L of Hayes Ave. is 130ft from meter
Sunny, Ambient noise consisted of traffic along Ashlan Ave and Hayes Ave.

Noise Source(s) w/ Distance:

Flat
Soft site, w/ street surface hard
Figure 1: LT-1 Monitoring Location
Site Observations:
1 LTNM4 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Site ID: LT-4
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/3/2019 9:00 AM 10:00 AM 62.6 84.0 38.0 69.8 66.4 62.6 60.1 56.4 6/3/2019 10:00 AM 11:00 AM 63.2 86.7 35.7 71.7 66.3 62.8 60.5 54.9 6/3/2019 11:00 AM 12:00 PM 62.7 86.6 34.8 69.9 64.5 62.3 60.6 54.6 6/3/2019 12:00 PM 1:00 PM 66.0 94.7 40.4 71.2 69.1 64.3 61.4 57.6 6/3/2019 1:00 PM 2:00 PM 63.6 90.8 37.2 70.0 65.4 62.3 60.5 57.4 6/3/2019 2:00 PM 3:00 PM 65.4 82.0 36.7 71.2 68.9 65.5 63.9 61.5 6/3/2019 3:00 PM 4:00 PM 65.3 85.8 40.5 72.2 68.0 66.1 64.4 59.8 6/3/2019 4:00 PM 5:00 PM 62.9 79.8 39.2 68.8 65.9 63.7 61.8 58.4 6/3/2019 5:00 PM 6:00 PM 65.9 90.7 45.8 74.8 67.2 65.1 62.6 59.7 6/3/2019 6:00 PM 7:00 PM 70.2 99.3 43.2 78.1 68.7 65.0 62.1 58.3 6/3/2019 7:00 PM 8:00 PM 62.9 85.4 39.8 69.4 66.2 62.6 60.3 54.6 6/3/2019 8:00 PM 9:00 PM 61.5 83.9 40.1 67.6 64.4 61.9 59.6 55.3 6/3/2019 9:00 PM 10:00 PM 58.7 78.0 39.6 64.6 63.3 59.4 57.6 46.6 6/3/2019 10:00 PM 11:00 PM 56.1 75.8 39.8 62.1 60.1 57.4 54.5 44.3 6/3/2019 11:00 PM 12:00 AM 63.3 93.6 39.6 63.5 58.7 55.1 48.5 43.2 6/4/2019 12:00 AM 1:00 AM 55.2 82.6 38.0 62.1 59.6 55.1 46.9 41.6 6/4/2019 1:00 AM 2:00 AM 48.3 69.3 36.8 56.6 50.7 46.8 44.4 41.7 6/4/2019 2:00 AM 3:00 AM 50.2 69.4 39.3 57.3 55.6 50.1 44.8 42.8 6/4/2019 3:00 AM 4:00 AM 54.0 75.6 38.7 61.6 59.8 51.1 46.8 44.0 6/4/2019 4:00 AM 5:00 AM 56.4 82.7 41.7 66.4 60.0 55.1 48.5 45.4 6/4/2019 5:00 AM 6:00 AM 58.9 79.4 43.0 66.6 62.6 59.9 56.5 48.3 6/4/2019 6:00 AM 7:00 AM 63.1 81.7 46.3 68.8 67.0 63.6 61.0 55.3 6/4/2019 7:00 AM 8:00 AM 68.3 88.1 46.4 75.0 72.9 68.2 66.3 63.2 6/4/2019 8:00 AM 9:00 AM 65.8 87.6 40.5 70.1 69.5 67.8 64.6 59.5 CNEL: 67.1
24-Hour Continuous Noise Measurement Datasheet - Cont.

LTNM4 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Site ID: LT-4
24-Hour Continuous Noise Measurement Datasheet - Cont.

62.6 63.2 62.7

66.0 63.6

65.4 65.3

62.9 65.9

70.2 62.9 61.5

58.7 56.1

63.3 55.2

48.3 50.2

54.0 56.4

58.9 63.1

68.3 65.8

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM4 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Site ID: LT-4
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 20
40 60
80 100
120 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM4 24Hr Field Sheet.xlsx
Appendix C:

FHWA Roadway Noise Worksheets
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Herndon Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 81,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 8,100 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.9 72.5 71.7 67.6 75.1 75.6
MEDIUM TRUCKS 69.1 66.0 64.6 64.2 70.9 71.2
HEAVY TRUCKS 78.3 74.9 70.7 74.8 81.2 81.3
VEHICULAR NOISE 80.3 77.2 74.7 75.9 82.4 82.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 695 1497 3225 6948
LDN 675 1453 3131 6745

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 77,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 7,700 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.7 72.3 71.5 67.4 74.9 75.4
MEDIUM TRUCKS 68.9 65.8 64.4 64.0 70.7 70.9
HEAVY TRUCKS 78.1 74.7 70.5 74.6 80.9 81.0
VEHICULAR NOISE 80.1 77.0 74.5 75.7 82.2 82.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 672 1447 3118 6718
LDN 652 1405 3027 6521

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 105,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,500 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 73.7 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.8 65.4 72.0 72.3
HEAVY TRUCKS 79.5 76.1 71.9 75.9 82.3 82.4
VEHICULAR NOISE 81.4 78.4 75.8 77.0 83.6 83.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 826 1780 3834 8261
LDN 802 1728 3722 8019

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 104,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,400 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.0 73.6 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.7 65.3 72.0 72.3
HEAVY TRUCKS 79.4 76.0 71.8 75.9 82.2 82.3
VEHICULAR NOISE 81.4 78.3 75.8 77.0 83.5 83.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 821 1768 3810 8208
LDN 797 1717 3698 7968

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 107,000 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,700 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.5 69.2 68.3 64.2 71.7 72.2
MEDIUM TRUCKS 67.8 64.7 63.3 63.0 69.6 69.9
HEAVY TRUCKS 78.1 74.7 70.5 74.5 80.9 81.0
VEHICULAR NOISE 79.3 76.1 73.0 75.2 81.7 81.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 615 1324 2852 6145
LDN 600 1292 2784 5998

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Herndon Ave DATE: 9-Sep-20
SEGMENT N. Garfield Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 9-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 60 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 46.1 44.2 42.4 36.6 45.1 45.7
MEDIUM TRUCKS 43.0 41.5 37.9 31.4 41.1 41.7
HEAVY TRUCKS 39.7 34.1 43.1 12.2 35.9 39.8
VEHICULAR NOISE 48.4 46.3 46.4 37.8 46.9 47.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 3 7 16 33
LDN 3 6 13 29

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 290 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.9 51.0 49.2 43.4 51.9 52.5
MEDIUM TRUCKS 49.8 48.3 44.8 38.3 48.0 48.5
HEAVY TRUCKS 46.5 40.9 50.0 19.0 42.8 46.6
VEHICULAR NOISE 55.3 53.1 53.3 44.6 53.8 54.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 21 44 96
LDN 8 18 38 83

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to SR-99 ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.5 19.6 17.8 12.0 20.5 21.1
MEDIUM TRUCKS 16.9 15.4 11.9 5.4 15.1 15.6
HEAVY TRUCKS 12.9 7.3 16.4 -14.6 9.2 13.0
VEHICULAR NOISE 23.2 21.2 20.8 12.9 21.8 22.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N Garfield to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 120 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.3 50.3 48.6 42.8 51.3 51.9
MEDIUM TRUCKS 47.7 46.2 42.7 36.2 45.9 46.4
HEAVY TRUCKS 43.7 38.1 47.2 16.2 40.0 43.8
VEHICULAR NOISE 54.0 51.9 51.5 43.7 52.6 53.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 37 79
LDN 7 15 32 69

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 800 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 80 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 47.3 45.4 43.6 37.9 46.3 46.9
MEDIUM TRUCKS 44.2 42.7 39.2 32.7 42.4 42.9
HEAVY TRUCKS 40.9 35.3 44.4 13.4 37.2 41.0
VEHICULAR NOISE 49.7 47.5 47.7 39.0 48.2 49.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 4 9 19 41
LDN 4 8 16 35

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Contessa Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 23.1 21.2 19.4 13.6 22.1 22.7
MEDIUM TRUCKS 18.0 16.5 12.9 6.4 16.1 16.7
HEAVY TRUCKS 13.7 8.1 17.1 -13.8 9.9 13.8
VEHICULAR NOISE 24.6 22.6 22.0 14.4 23.3 24.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N. Contessa Ave to N. Island Waterpark Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.6 19.7 17.9 12.1 20.6 21.2
MEDIUM TRUCKS 17.0 15.5 12.0 5.5 15.2 15.7
HEAVY TRUCKS 13.0 7.4 16.5 -14.5 9.3 13.1
VEHICULAR NOISE 23.3 21.3 20.9 13.0 22.0 22.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,000 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 600 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.0 74.2 71.7 66.8 75.2 75.7
MEDIUM TRUCKS 71.1 69.6 66.1 61.3 70.0 70.5
HEAVY TRUCKS 76.6 75.1 69.5 66.5 75.3 75.6
VEHICULAR NOISE 79.9 78.3 74.4 70.2 78.9 79.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 415 894 1925 4147
LDN 390 840 1810 3900

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,100 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 710 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.8 74.9 72.4 67.5 75.9 76.4
MEDIUM TRUCKS 71.8 70.3 66.8 62.0 70.8 71.2
HEAVY TRUCKS 77.3 75.8 70.2 67.2 76.1 76.4
VEHICULAR NOISE 80.7 79.0 75.1 71.0 79.6 80.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 464 1000 2154 4640
LDN 436 940 2025 4363

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to 1,300 ft east of N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 8,250 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 825 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 77.4 75.6 73.0 68.2 76.6 77.0
MEDIUM TRUCKS 72.5 70.9 67.4 62.7 71.4 71.9
HEAVY TRUCKS 78.0 76.5 70.9 67.9 76.7 77.0
VEHICULAR NOISE 81.3 79.7 75.8 71.6 80.2 80.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 513 1105 2380 5128
LDN 482 1039 2238 4822

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT 1,300 ft east of N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 920 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.1 79.2 76.7 71.8 80.2 80.7
MEDIUM TRUCKS 74.7 73.2 69.7 64.9 73.6 74.1
HEAVY TRUCKS 79.5 78.0 72.4 69.4 78.2 78.5
VEHICULAR NOISE 83.9 82.2 78.6 74.3 82.9 83.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 771 1661 3578 7708
LDN 722 1557 3354 7225

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,820 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 84.2 82.3 79.8 74.9 83.3 83.8
MEDIUM TRUCKS 77.8 76.2 72.7 68.0 76.7 77.1
HEAVY TRUCKS 82.6 81.1 75.5 72.5 81.3 81.6
VEHICULAR NOISE 87.0 85.3 81.7 77.4 86.0 86.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1236 2663 5738 12362
LDN 1159 2496 5378 11587

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT 1,300 ft west of N. Bryan Ave to Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,200 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 120 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 49.1 47.2 45.4 39.6 48.1 48.7
MEDIUM TRUCKS 46.0 44.5 40.9 34.4 44.1 44.7
HEAVY TRUCKS 42.7 37.1 46.1 15.2 38.9 42.8
VEHICULAR NOISE 51.4 49.3 49.5 40.8 49.9 50.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 5 11 25 53
LDN 5 10 21 46

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 170 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.6 48.7 46.9 41.1 49.6 50.2
MEDIUM TRUCKS 47.5 46.0 42.4 35.9 45.7 46.2
HEAVY TRUCKS 44.2 38.6 47.7 16.7 40.4 44.3
VEHICULAR NOISE 53.0 50.8 51.0 42.3 51.4 52.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 14 31 67
LDN 6 12 27 58

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,950 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 195 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.2 49.3 47.5 41.7 50.2 50.8
MEDIUM TRUCKS 48.1 46.6 43.0 36.5 46.2 46.8
HEAVY TRUCKS 44.8 39.2 48.2 17.3 41.0 44.9
VEHICULAR NOISE 53.6 51.4 51.6 42.9 52.0 53.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 16 34 73
LDN 6 14 29 64

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Barcus ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 120 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.4 50.5 48.7 42.9 51.4 52.0
MEDIUM TRUCKS 47.8 46.3 42.8 36.3 46.0 46.5
HEAVY TRUCKS 43.8 38.2 47.3 16.3 40.1 43.9
VEHICULAR NOISE 54.1 52.1 51.7 43.8 52.7 53.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 37 80
LDN 7 15 33 71

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Garfield to N. Grantland ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.6 39.7 37.2 32.3 40.7 41.2
MEDIUM TRUCKS 35.2 33.6 30.1 25.4 34.1 34.5
HEAVY TRUCKS 40.0 38.5 32.9 29.9 38.7 39.0
VEHICULAR NOISE 44.4 42.7 39.1 34.8 43.4 43.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 17

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 320 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.5 74.6 72.1 67.2 75.6 76.1
MEDIUM TRUCKS 70.1 68.6 65.1 60.3 69.0 69.5
HEAVY TRUCKS 74.9 73.4 67.8 64.8 73.6 73.9
VEHICULAR NOISE 79.3 77.7 74.1 69.7 78.3 78.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 381 821 1769 3812
LDN 357 770 1659 3573

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,050 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 205 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.4 69.5 67.0 62.1 70.5 71.0
MEDIUM TRUCKS 66.4 64.9 61.4 56.6 65.4 65.8
HEAVY TRUCKS 71.9 70.4 64.8 61.8 70.7 71.0
VEHICULAR NOISE 75.3 73.6 69.7 65.6 74.2 74.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 203 437 941 2027
LDN 191 411 885 1906

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,100 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 310 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 73.2 71.3 68.8 63.9 72.3 72.8
MEDIUM TRUCKS 68.2 66.7 63.2 58.4 67.2 67.6
HEAVY TRUCKS 73.7 72.2 66.6 63.6 72.5 72.8
VEHICULAR NOISE 77.1 75.4 71.5 67.4 76.0 76.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 267 575 1239 2670
LDN 251 541 1165 2511

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,500 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 650 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.4 74.5 72.0 67.1 75.5 76.0
MEDIUM TRUCKS 71.5 69.9 66.4 61.6 70.4 70.8
HEAVY TRUCKS 76.9 75.5 69.9 66.8 75.7 76.0
VEHICULAR NOISE 80.3 78.7 74.8 70.6 79.2 79.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 437 942 2031 4375
LDN 411 886 1909 4113

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,350 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,635 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 80.4 78.5 76.0 71.1 79.5 80.0
MEDIUM TRUCKS 75.5 73.9 70.4 65.6 74.4 74.8
HEAVY TRUCKS 80.9 79.5 73.9 70.9 79.7 80.0
VEHICULAR NOISE 84.3 82.7 78.8 74.6 83.2 83.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 809 1743 3756 8091
LDN 761 1639 3531 7608

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 23,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,360 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 82.0 80.1 77.6 72.7 81.1 81.6
MEDIUM TRUCKS 77.1 75.5 72.0 67.2 76.0 76.4
HEAVY TRUCKS 82.5 81.1 75.5 72.4 81.3 81.6
VEHICULAR NOISE 85.9 84.3 80.4 76.2 84.8 85.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1033 2226 4797 10334
LDN 972 2093 4510 9717

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Barcus Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,950 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 195 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.2 49.3 47.5 41.7 50.2 50.8
MEDIUM TRUCKS 48.1 46.6 43.0 36.5 46.2 46.8
HEAVY TRUCKS 44.8 39.2 48.2 17.3 41.0 44.9
VEHICULAR NOISE 53.6 51.4 51.6 42.9 52.0 53.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 16 34 73
LDN 6 14 29 64

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Barcus Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,950 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 195 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.4 52.5 50.7 44.9 53.4 54.0
MEDIUM TRUCKS 49.8 48.3 44.8 38.3 48.0 48.5
HEAVY TRUCKS 45.8 40.2 49.3 18.3 42.1 45.9
VEHICULAR NOISE 56.1 54.1 53.7 45.8 54.7 55.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 24 51 109
LDN 10 21 45 96

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,100 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 510 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.4 53.5 51.7 45.9 54.4 55.0
MEDIUM TRUCKS 52.3 50.7 47.2 40.7 50.4 51.0
HEAVY TRUCKS 49.0 43.3 52.4 21.5 45.2 49.1
VEHICULAR NOISE 57.7 55.6 55.7 47.1 56.2 57.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 30 65 139
LDN 12 26 56 121

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,250 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 425 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.6 52.7 50.9 45.1 53.6 54.2
MEDIUM TRUCKS 51.5 50.0 46.4 39.9 49.6 50.2
HEAVY TRUCKS 48.2 42.6 51.6 20.7 44.4 48.3
VEHICULAR NOISE 56.9 54.8 54.9 46.3 55.4 56.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 27 57 123
LDN 11 23 50 107

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,150 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 315 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.3 51.4 49.6 43.8 52.3 52.9
MEDIUM TRUCKS 50.2 48.7 45.1 38.6 48.3 48.9
HEAVY TRUCKS 46.9 41.3 50.3 19.4 43.1 47.0
VEHICULAR NOISE 55.6 53.5 53.6 45.0 54.1 55.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 22 47 101
LDN 9 19 41 87

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N Brawley Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Garfield Ave to Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 270 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.6 50.7 48.9 43.1 51.6 52.2
MEDIUM TRUCKS 49.5 48.0 44.4 38.0 47.7 48.2
HEAVY TRUCKS 46.2 40.6 49.7 18.7 42.4 46.3
VEHICULAR NOISE 55.0 52.8 53.0 44.3 53.5 54.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 9 20 42 91
LDN 8 17 37 79

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 275 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.7 50.8 49.0 43.2 51.7 52.3
MEDIUM TRUCKS 49.6 48.1 44.5 38.0 47.7 48.3
HEAVY TRUCKS 46.3 40.7 49.7 18.8 42.5 46.4
VEHICULAR NOISE 55.0 52.9 53.1 44.4 53.5 54.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 9 20 43 92
LDN 8 17 37 80

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,550 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 355 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.8 51.9 50.1 44.3 52.8 53.4
MEDIUM TRUCKS 50.7 49.2 45.6 39.1 48.9 49.4
HEAVY TRUCKS 47.4 41.8 50.9 19.9 43.6 47.5
VEHICULAR NOISE 56.2 54.0 54.2 45.5 54.6 55.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 24 51 109
LDN 9 20 44 95

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,250 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 325 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.4 51.5 49.7 43.9 52.4 53.0
MEDIUM TRUCKS 50.3 48.8 45.2 38.8 48.5 49.0
HEAVY TRUCKS 47.0 41.4 50.5 19.5 43.3 47.1
VEHICULAR NOISE 55.8 53.6 53.8 45.1 54.3 55.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 22 48 103
LDN 9 19 41 89

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Dante Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,750 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 375 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.2 55.3 53.5 47.7 56.2 56.8
MEDIUM TRUCKS 52.7 51.2 47.6 41.1 50.8 51.4
HEAVY TRUCKS 48.7 43.1 52.1 21.2 44.9 48.8
VEHICULAR NOISE 59.0 56.9 56.5 48.6 57.6 58.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 78 169
LDN 15 32 69 149

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Dante Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,750 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 375 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.2 55.3 53.5 47.7 56.2 56.8
MEDIUM TRUCKS 52.7 51.2 47.6 41.1 50.8 51.4
HEAVY TRUCKS 48.7 43.1 52.1 21.2 44.9 48.8
VEHICULAR NOISE 59.0 56.9 56.5 48.6 57.6 58.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 78 169
LDN 15 32 69 149

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 460 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.9 53.0 51.2 45.5 53.9 54.5
MEDIUM TRUCKS 51.8 50.3 46.8 40.3 50.0 50.5
HEAVY TRUCKS 48.5 42.9 52.0 21.0 44.8 48.6
VEHICULAR NOISE 57.3 55.1 55.3 46.6 55.8 56.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 13 28 60 130
LDN 11 24 52 113

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to N. Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 440 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.7 52.8 51.0 45.3 53.8 54.3
MEDIUM TRUCKS 51.6 50.1 46.6 40.1 49.8 50.3
HEAVY TRUCKS 48.3 42.7 51.8 20.8 44.6 48.4
VEHICULAR NOISE 57.1 54.9 55.1 46.4 55.6 56.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 13 27 59 126
LDN 11 24 51 109

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N Brawley Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,800 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 580 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.9 54.0 52.2 46.5 55.0 55.5
MEDIUM TRUCKS 52.8 51.3 47.8 41.3 51.0 51.5
HEAVY TRUCKS 49.5 43.9 53.0 22.0 45.8 49.6
VEHICULAR NOISE 58.3 56.1 56.3 47.6 56.8 57.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 70 152
LDN 13 28 61 131

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 690 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.7 54.8 53.0 47.2 55.7 56.3
MEDIUM TRUCKS 53.6 52.1 48.5 42.0 51.7 52.3
HEAVY TRUCKS 50.3 44.7 53.7 22.8 46.5 50.4
VEHICULAR NOISE 59.0 56.9 57.0 48.4 57.5 58.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 37 79 170
LDN 15 32 68 147

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 40 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.3 62.4 59.9 55.0 63.4 63.9
MEDIUM TRUCKS 59.3 57.8 54.3 49.5 58.3 58.7
HEAVY TRUCKS 64.8 63.3 57.7 54.7 63.6 63.9
VEHICULAR NOISE 68.2 66.5 62.6 58.5 67.1 67.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 68 147 317 682
LDN 64 138 298 641

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 70 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.7 64.9 62.3 57.5 65.8 66.3
MEDIUM TRUCKS 61.8 60.2 56.7 52.0 60.7 61.1
HEAVY TRUCKS 67.3 65.8 60.2 57.2 66.0 66.3
VEHICULAR NOISE 70.6 69.0 65.1 60.9 69.5 69.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 99 213 460 990
LDN 93 201 432 931

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,050 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 105 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.5 66.6 64.1 59.2 67.6 68.1
MEDIUM TRUCKS 63.5 62.0 58.5 53.7 62.5 62.9
HEAVY TRUCKS 69.0 67.5 61.9 58.9 67.8 68.1
VEHICULAR NOISE 72.4 70.7 66.8 62.7 71.3 71.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 130 280 602 1298
LDN 122 263 566 1220

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to 1900 ft east of N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,050 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 105 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.5 66.6 64.1 59.2 67.6 68.1
MEDIUM TRUCKS 63.5 62.0 58.5 53.7 62.5 62.9
HEAVY TRUCKS 69.0 67.5 61.9 58.9 67.8 68.1
VEHICULAR NOISE 72.4 70.7 66.8 62.7 71.3 71.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 130 280 602 1298
LDN 122 263 566 1220

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT 1900 east of N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,400 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 340 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.8 74.9 72.4 67.5 75.9 76.4
MEDIUM TRUCKS 70.4 68.8 65.3 60.6 69.3 69.7
HEAVY TRUCKS 75.2 73.7 68.1 65.1 73.9 74.2
VEHICULAR NOISE 79.6 77.9 74.3 70.0 78.6 79.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 397 855 1842 3969
LDN 372 802 1727 3721

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Milburn Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,400 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 640 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.1 79.3 76.8 71.9 80.3 80.8
MEDIUM TRUCKS 74.2 72.6 69.1 64.3 73.1 73.5
HEAVY TRUCKS 78.7 77.2 71.6 68.6 77.4 77.7
VEHICULAR NOISE 83.6 81.9 78.4 74.0 82.6 83.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 738 1591 3427 7383
LDN 691 1489 3208 6912

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Milburn Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,400 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 640 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 79.6 77.8 75.2 70.4 78.7 79.2
MEDIUM TRUCKS 73.2 71.7 68.2 63.4 72.2 72.6
HEAVY TRUCKS 78.0 76.5 70.9 67.9 76.8 77.1
VEHICULAR NOISE 82.5 80.8 77.2 72.9 81.4 81.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 616 1327 2859 6159
LDN 577 1244 2679 5773

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to N Sonora Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,300 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 930 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 82.8 80.9 78.4 73.5 81.9 82.4
MEDIUM TRUCKS 75.8 74.2 70.7 66.0 74.7 75.2
HEAVY TRUCKS 80.3 78.8 73.2 70.2 79.0 79.3
VEHICULAR NOISE 85.2 83.5 80.1 75.7 84.2 84.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 947 2041 4397 9472
LDN 887 1911 4116 8868

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Sonora Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 930 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.2 79.4 76.8 72.0 80.4 80.9
MEDIUM TRUCKS 74.9 73.3 69.8 65.0 73.8 74.2
HEAVY TRUCKS 79.6 78.2 72.6 69.6 78.4 78.7
VEHICULAR NOISE 84.1 82.4 78.8 74.5 83.0 83.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 790 1702 3667 7901
LDN 741 1596 3438 7406

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N Brawley Ave to N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,850 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 985 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.5 79.6 77.1 72.2 80.6 81.1
MEDIUM TRUCKS 75.1 73.6 70.1 65.3 74.0 74.5
HEAVY TRUCKS 79.9 78.4 72.8 69.8 78.6 78.9
VEHICULAR NOISE 84.3 82.7 79.1 74.7 83.3 83.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 821 1769 3811 8210
LDN 770 1658 3572 7695

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Knoll Ave to 850 ft east of N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,850 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 985 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.4 79.5 77.0 72.1 80.5 81.0
MEDIUM TRUCKS 75.0 73.4 69.9 65.2 73.9 74.4
HEAVY TRUCKS 79.8 78.3 72.7 69.7 78.5 78.8
VEHICULAR NOISE 84.2 82.5 78.9 74.6 83.2 83.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 807 1738 3744 8067
LDN 756 1629 3510 7561

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT 850 east of N. Knoll Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,850 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 985 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 78.2 76.3 73.8 68.9 77.3 77.8
MEDIUM TRUCKS 73.3 71.7 68.2 63.4 72.2 72.6
HEAVY TRUCKS 78.7 77.3 71.7 68.7 77.5 77.8
VEHICULAR NOISE 82.1 80.5 76.6 72.4 81.0 81.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 577 1243 2679 5772
LDN 543 1169 2519 5427

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,130 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 82.0 80.1 77.6 72.7 81.1 81.6
MEDIUM TRUCKS 75.6 74.0 70.5 65.8 74.5 75.0
HEAVY TRUCKS 80.4 78.9 73.3 70.3 79.1 79.4
VEHICULAR NOISE 84.8 83.1 79.5 75.2 83.8 84.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 884 1905 4103 8840
LDN 829 1785 3846 8286

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Marks Ave to W. Vassar Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 20,000 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,000 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 86.1 84.2 81.7 76.8 85.2 85.7
MEDIUM TRUCKS 79.1 77.6 74.1 69.3 78.0 78.5
HEAVY TRUCKS 83.6 82.1 76.5 73.5 82.3 82.6
VEHICULAR NOISE 88.6 86.9 83.4 79.0 87.5 88.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1578 3400 7325 15782
LDN 1477 3183 6858 14774

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Herndon Ave to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Barstow Ave to 1,000 ft south of W. Barston Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT 1,000 ft south of W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,381 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 538 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.6 73.7 71.2 66.3 74.7 75.2
MEDIUM TRUCKS 70.6 69.1 65.6 60.8 69.6 70.0
HEAVY TRUCKS 76.1 74.6 69.0 66.0 74.8 75.1
VEHICULAR NOISE 79.5 77.8 73.9 69.8 78.4 78.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 386 831 1790 3857
LDN 363 781 1683 3626

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,998 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 500 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.2 73.4 70.9 66.0 74.4 74.9
MEDIUM TRUCKS 70.3 68.8 65.3 60.5 69.2 69.7
HEAVY TRUCKS 75.8 74.3 68.7 65.7 74.5 74.8
VEHICULAR NOISE 79.1 77.5 73.6 69.5 78.1 78.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 367 791 1704 3672
LDN 345 744 1602 3452

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Parkway Drive DATE: 9-Sep-20
SEGMENT N Herndon Ave to W. Herndon Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 670 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 79.7 77.9 75.3 70.5 78.8 79.3
MEDIUM TRUCKS 73.3 71.8 68.3 63.5 72.2 72.7
HEAVY TRUCKS 78.1 76.6 71.0 68.0 76.8 77.1
VEHICULAR NOISE 82.5 80.9 77.3 72.9 81.5 81.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 624 1344 2896 6239
LDN 585 1260 2715 5848

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 390 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.2 72.3 69.8 64.9 73.3 73.8
MEDIUM TRUCKS 69.2 67.7 64.2 59.4 68.2 68.6
HEAVY TRUCKS 74.7 73.2 67.6 64.6 73.5 73.7
VEHICULAR NOISE 78.1 76.4 72.5 68.4 77.0 77.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 311 670 1444 3112
LDN 293 630 1358 2926

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,000 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 400 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 77.5 75.6 73.1 68.2 76.6 77.1
MEDIUM TRUCKS 71.1 69.5 66.0 61.3 70.0 70.5
HEAVY TRUCKS 75.9 74.4 68.8 65.8 74.6 74.9
VEHICULAR NOISE 80.3 78.6 75.0 70.7 79.3 79.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 442 953 2053 4424
LDN 415 893 1925 4146

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,050 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 305 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.3 74.4 71.9 67.0 75.4 75.9
MEDIUM TRUCKS 69.9 68.4 64.9 60.1 68.8 69.3
HEAVY TRUCKS 74.7 73.2 67.6 64.6 73.4 73.7
VEHICULAR NOISE 79.1 77.4 73.9 69.5 78.1 78.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 369 795 1714 3692
LDN 346 746 1606 3461

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 230 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.1 73.2 70.7 65.8 74.2 74.7
MEDIUM TRUCKS 68.7 67.1 63.6 58.9 67.6 68.0
HEAVY TRUCKS 73.5 72.0 66.4 63.4 72.2 72.5
VEHICULAR NOISE 77.9 76.2 72.6 68.3 76.9 77.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 306 659 1420 3059
LDN 287 618 1331 2867

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,100 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 310 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.4 54.5 52.7 46.9 55.4 56.0
MEDIUM TRUCKS 51.8 50.3 46.8 40.3 50.0 50.5
HEAVY TRUCKS 47.8 42.2 51.3 20.3 44.1 47.9
VEHICULAR NOISE 58.1 56.1 55.7 47.8 56.8 57.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 32 69 149
LDN 13 28 61 131

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,750 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 175 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.9 52.0 50.2 44.4 52.9 53.5
MEDIUM TRUCKS 49.4 47.8 44.3 37.8 47.5 48.0
HEAVY TRUCKS 45.3 39.7 48.8 17.8 41.6 45.4
VEHICULAR NOISE 55.6 53.6 53.2 45.3 54.3 55.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 22 47 102
LDN 9 19 41 89

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 175 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.7 48.8 47.0 41.3 49.7 50.3
MEDIUM TRUCKS 47.6 46.1 42.6 36.1 45.8 46.3
HEAVY TRUCKS 44.3 38.7 47.8 16.8 40.6 44.4
VEHICULAR NOISE 53.1 50.9 51.1 42.4 51.6 52.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 15 32 68
LDN 6 13 27 59

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 650 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 65 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 46.4 44.5 42.7 37.0 45.4 46.0
MEDIUM TRUCKS 43.3 41.8 38.3 31.8 41.5 42.0
HEAVY TRUCKS 40.0 34.4 43.5 12.5 36.3 40.1
VEHICULAR NOISE 48.8 46.6 46.8 38.1 47.3 48.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 4 8 16 35
LDN 3 7 14 31

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 270 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.9 54.0 52.2 46.4 54.9 55.5
MEDIUM TRUCKS 51.4 49.8 46.3 39.8 49.5 50.0
HEAVY TRUCKS 47.3 41.7 50.8 19.8 43.6 47.4
VEHICULAR NOISE 57.6 55.6 55.2 47.3 56.3 57.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 30 64 138
LDN 12 26 56 121

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 270 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.8 53.9 52.1 46.3 54.8 55.4
MEDIUM TRUCKS 51.2 49.7 46.2 39.7 49.4 49.9
HEAVY TRUCKS 47.2 41.6 50.7 19.7 43.5 47.3
VEHICULAR NOISE 57.5 55.5 55.1 47.2 56.2 57.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 29 63 136
LDN 12 26 55 119

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Swift Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 170 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.8 51.9 50.1 44.3 52.8 53.4
MEDIUM TRUCKS 49.2 47.7 44.2 37.7 47.4 47.9
HEAVY TRUCKS 45.2 39.6 48.7 17.7 41.5 45.3
VEHICULAR NOISE 55.5 53.5 53.1 45.2 54.1 55.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 21 46 100
LDN 9 19 41 88

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Swift Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 170 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.6 48.7 46.9 41.1 49.6 50.2
MEDIUM TRUCKS 47.5 46.0 42.4 35.9 45.7 46.2
HEAVY TRUCKS 44.2 38.6 47.7 16.7 40.4 44.3
VEHICULAR NOISE 53.0 50.8 51.0 42.3 51.4 52.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 14 31 67
LDN 6 12 27 58

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Ashland Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to 1,300 ft South of W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,150 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 215 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.6 49.7 47.9 42.1 50.6 51.2
MEDIUM TRUCKS 48.5 47.0 43.5 37.0 46.7 47.2
HEAVY TRUCKS 45.2 39.6 48.7 17.7 41.5 45.3
VEHICULAR NOISE 54.0 51.8 52.0 43.3 52.5 53.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 36 78
LDN 7 15 31 68

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT 1,300 ft South of W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,150 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 215 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.8 52.9 51.1 45.3 53.8 54.4
MEDIUM TRUCKS 50.3 48.7 45.2 38.7 48.4 48.9
HEAVY TRUCKS 46.2 40.6 49.7 18.7 42.5 46.3
VEHICULAR NOISE 56.5 54.5 54.1 46.2 55.2 56.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 25 54 116
LDN 10 22 48 103

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,650 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 165 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.5 48.6 46.8 41.0 49.5 50.1
MEDIUM TRUCKS 47.4 45.8 42.3 35.8 45.5 46.0
HEAVY TRUCKS 44.1 38.4 47.5 16.6 40.3 44.2
VEHICULAR NOISE 52.8 50.7 50.8 42.2 51.3 52.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 14 30 66
LDN 6 12 26 57

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT North of W. Shaw Ave ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,400 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 440 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 77.9 76.0 73.5 68.6 77.0 77.5
MEDIUM TRUCKS 71.5 69.9 66.4 61.7 70.4 70.9
HEAVY TRUCKS 76.3 74.8 69.2 66.2 75.0 75.3
VEHICULAR NOISE 80.7 79.0 75.4 71.1 79.7 80.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 471 1016 2188 4714
LDN 442 952 2051 4419

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Acacia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 730 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 80.1 78.2 75.7 70.8 79.2 79.7
MEDIUM TRUCKS 73.7 72.1 68.6 63.9 72.6 73.1
HEAVY TRUCKS 78.5 77.0 71.4 68.4 77.2 77.5
VEHICULAR NOISE 82.9 81.2 77.6 73.3 81.9 82.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 661 1423 3066 6606
LDN 619 1334 2874 6192

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Acaia Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 730 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 80.2 78.3 75.8 70.9 79.3 79.8
MEDIUM TRUCKS 73.8 72.3 68.8 64.0 72.7 73.2
HEAVY TRUCKS 78.6 77.1 71.5 68.5 77.3 77.6
VEHICULAR NOISE 83.0 81.3 77.8 73.4 82.0 82.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 672 1448 3121 6723
LDN 630 1358 2925 6302

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,850 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 485 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.1 73.3 70.7 65.9 74.2 74.7
MEDIUM TRUCKS 70.2 68.6 65.1 60.4 69.1 69.5
HEAVY TRUCKS 75.7 74.2 68.6 65.6 74.4 74.7
VEHICULAR NOISE 79.0 77.4 73.5 69.3 77.9 78.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 360 775 1670 3599
LDN 338 729 1571 3384

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Ashland Ave to W. Griffith Way ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 560 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.7 73.9 71.4 66.5 74.9 75.4
MEDIUM TRUCKS 70.8 69.3 65.8 61.0 69.7 70.2
HEAVY TRUCKS 76.3 74.8 69.2 66.2 75.0 75.3
VEHICULAR NOISE 79.6 78.0 74.1 69.9 78.6 79.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 396 853 1838 3961
LDN 372 802 1729 3724

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Griffith Way to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,600 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 560 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 78.9 77.1 74.5 69.7 78.0 78.5
MEDIUM TRUCKS 72.5 71.0 67.5 62.7 71.5 71.9
HEAVY TRUCKS 77.3 75.8 70.2 67.2 76.1 76.4
VEHICULAR NOISE 81.8 80.1 76.5 72.2 80.7 81.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 554 1193 2570 5536
LDN 519 1118 2409 5189

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 490 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.2 73.3 70.8 65.9 74.3 74.8
MEDIUM TRUCKS 70.2 68.7 65.2 60.4 69.1 69.6
HEAVY TRUCKS 75.7 74.2 68.6 65.6 74.4 74.7
VEHICULAR NOISE 79.1 77.4 73.5 69.4 78.0 78.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 362 781 1682 3624
LDN 341 734 1581 3407

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 375 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.0 72.2 69.6 64.8 73.1 73.6
MEDIUM TRUCKS 69.1 67.5 64.0 59.2 68.0 68.4
HEAVY TRUCKS 74.5 73.1 67.5 64.5 73.3 73.6
VEHICULAR NOISE 77.9 76.3 72.4 68.2 76.8 77.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 303 653 1407 3032
LDN 285 614 1323 2851

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 570 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.0 57.1 55.3 49.6 58.1 58.6
MEDIUM TRUCKS 54.5 53.0 49.4 42.9 52.6 53.2
HEAVY TRUCKS 50.5 44.9 53.9 23.0 46.7 50.6
VEHICULAR NOISE 60.8 58.7 58.3 50.4 59.4 60.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 48 104 223
LDN 20 42 91 196

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 570 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.0 57.1 55.3 49.6 58.1 58.6
MEDIUM TRUCKS 54.5 53.0 49.4 42.9 52.6 53.2
HEAVY TRUCKS 50.5 44.9 53.9 23.0 46.7 50.6
VEHICULAR NOISE 60.8 58.7 58.3 50.4 59.4 60.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 48 104 223
LDN 20 42 91 196

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Ashland Ave to W. Bellaire Way ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,800 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 780 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.4 58.5 56.7 50.9 59.4 60.0
MEDIUM TRUCKS 55.9 54.3 50.8 44.3 54.0 54.5
HEAVY TRUCKS 51.8 46.2 55.3 24.3 48.1 51.9
VEHICULAR NOISE 62.1 60.1 59.7 51.8 60.8 61.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 27 59 128 275
LDN 24 52 112 242

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Bellaire Way to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,800 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 780 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.4 58.5 56.7 50.9 59.4 60.0
MEDIUM TRUCKS 55.9 54.3 50.8 44.3 54.0 54.5
HEAVY TRUCKS 51.8 46.2 55.3 24.3 48.1 51.9
VEHICULAR NOISE 62.1 60.1 59.7 51.8 60.8 61.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 27 59 128 275
LDN 24 52 112 242

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,800 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 580 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.9 54.0 52.2 46.5 55.0 55.5
MEDIUM TRUCKS 52.8 51.3 47.8 41.3 51.0 51.5
HEAVY TRUCKS 49.5 43.9 53.0 22.0 45.8 49.6
VEHICULAR NOISE 58.3 56.1 56.3 47.6 56.8 57.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 70 152
LDN 13 28 61 131

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,600 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 560 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.0 57.0 55.3 49.5 58.0 58.6
MEDIUM TRUCKS 54.4 52.9 49.4 42.9 52.6 53.1
HEAVY TRUCKS 50.4 44.8 53.9 22.9 46.7 50.5
VEHICULAR NOISE 60.7 58.6 58.2 50.3 59.3 60.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 47 102 220
LDN 19 42 90 194

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Blythe Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 670 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.5 74.7 72.1 67.3 75.6 76.1
MEDIUM TRUCKS 71.6 70.0 66.5 61.8 70.5 71.0
HEAVY TRUCKS 77.1 75.6 70.0 67.0 75.8 76.1
VEHICULAR NOISE 80.4 78.8 74.9 70.7 79.3 79.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 446 962 2072 4464
LDN 420 904 1948 4197

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Blythe Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 475 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.1 53.1 51.4 45.6 54.1 54.7
MEDIUM TRUCKS 52.0 50.4 46.9 40.4 50.1 50.6
HEAVY TRUCKS 48.6 43.0 52.1 21.1 44.9 48.7
VEHICULAR NOISE 57.4 55.3 55.4 46.8 55.9 56.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 13 29 62 133
LDN 11 25 53 115

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Blythe Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 490 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.2 53.3 51.5 45.7 54.2 54.8
MEDIUM TRUCKS 52.1 50.6 47.0 40.5 50.3 50.8
HEAVY TRUCKS 48.8 43.2 52.3 21.3 45.0 48.9
VEHICULAR NOISE 57.6 55.4 55.6 46.9 56.0 57.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 29 63 136
LDN 12 25 54 117

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 660 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.5 54.6 52.8 47.0 55.5 56.1
MEDIUM TRUCKS 53.4 51.9 48.3 41.8 51.5 52.1
HEAVY TRUCKS 50.1 44.5 53.5 22.6 46.3 50.2
VEHICULAR NOISE 58.8 56.7 56.9 48.2 57.3 58.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 77 165
LDN 14 31 66 143

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Dayton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,350 RECEIVER DISTANCE = 101
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 101 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 635 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 100.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 100.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 100.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.3 54.3 52.6 46.8 55.3 55.9
MEDIUM TRUCKS 53.2 51.6 48.1 41.6 51.3 51.8
HEAVY TRUCKS 49.8 44.2 53.3 22.3 46.1 49.9
VEHICULAR NOISE 58.6 56.5 56.6 48.0 57.1 58.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 35 75 161
LDN 14 30 65 140

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W. Dayton Ave to W. Cortland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,350 RECEIVER DISTANCE = 102
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 102 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 635 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 101.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 101.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 101.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.4 57.5 55.7 49.9 58.4 59.0
MEDIUM TRUCKS 54.8 53.3 49.8 43.3 53.0 53.5
HEAVY TRUCKS 50.8 45.2 54.3 23.3 47.1 50.9
VEHICULAR NOISE 61.1 59.1 58.6 50.8 59.7 60.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 52 111 240
LDN 21 45 98 211

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W. Cortland Ave to W. Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,350 RECEIVER DISTANCE = 103
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 103 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 635 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 102.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 102.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 102.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.1 54.2 52.4 46.7 55.2 55.7
MEDIUM TRUCKS 53.0 51.5 48.0 41.5 51.2 51.7
HEAVY TRUCKS 49.7 44.1 53.2 22.2 46.0 49.8
VEHICULAR NOISE 58.5 56.3 56.5 47.8 57.0 57.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 35 75 161
LDN 14 30 65 139

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,000 RECEIVER DISTANCE = 104
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 104 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 600 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 103.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 103.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 103.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.8 53.9 52.1 46.4 54.8 55.4
MEDIUM TRUCKS 52.7 51.2 47.7 41.2 50.9 51.4
HEAVY TRUCKS 49.4 43.8 52.9 21.9 45.7 49.5
VEHICULAR NOISE 58.2 56.0 56.2 47.5 56.7 57.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 33 72 155
LDN 13 29 62 134

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Valentine Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,600 RECEIVER DISTANCE = 105
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 105 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 260 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 104.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 104.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 104.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.7 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 44.0 37.5 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 42.0 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 53.0 53.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 9 19 41 89
LDN 8 17 36 77

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Valentine Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,100 RECEIVER DISTANCE = 106
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 106 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 210 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 105.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 105.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 105.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.1 49.2 47.4 41.7 50.2 50.7
MEDIUM TRUCKS 48.0 46.5 43.0 36.5 46.2 46.7
HEAVY TRUCKS 44.7 39.1 48.2 17.2 41.0 44.8
VEHICULAR NOISE 53.5 51.4 51.5 42.8 52.0 52.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 36 77
LDN 7 14 31 67

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Marks Ave DATE: 9-Sep-20
SEGMENT W Princeton Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,100 RECEIVER DISTANCE = 107
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 107 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 910 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 106.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 106.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 106.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.5 55.5 53.8 48.0 56.5 57.1
MEDIUM TRUCKS 54.3 52.8 49.3 42.8 52.5 53.0
HEAVY TRUCKS 51.0 45.4 54.5 23.5 47.3 51.1
VEHICULAR NOISE 59.8 57.7 57.8 49.1 58.3 59.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 20 44 95 205
LDN 18 38 82 177

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Herndon Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 81,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 8,100 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.9 72.5 71.7 67.6 75.1 75.6
MEDIUM TRUCKS 69.1 66.0 64.6 64.2 70.9 71.2
HEAVY TRUCKS 78.3 74.9 70.7 74.8 81.2 81.3
VEHICULAR NOISE 80.3 77.2 74.7 75.9 82.4 82.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 695 1497 3225 6948
LDN 675 1453 3131 6745

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 77,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 7,700 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.7 72.3 71.5 67.4 74.9 75.4
MEDIUM TRUCKS 68.9 65.8 64.4 64.0 70.7 70.9
HEAVY TRUCKS 78.1 74.7 70.5 74.6 80.9 81.0
VEHICULAR NOISE 80.1 77.0 74.5 75.7 82.2 82.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 672 1447 3118 6718
LDN 652 1405 3027 6521

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 105,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,500 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 73.7 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.8 65.4 72.0 72.3
HEAVY TRUCKS 79.5 76.1 71.9 75.9 82.3 82.4
VEHICULAR NOISE 81.4 78.4 75.8 77.0 83.6 83.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 826 1780 3834 8261
LDN 802 1728 3722 8019

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 104,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,400 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.0 73.6 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.7 65.3 72.0 72.3
HEAVY TRUCKS 79.4 76.0 71.8 75.9 82.2 82.3
VEHICULAR NOISE 81.4 78.3 75.8 77.0 83.5 83.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 821 1768 3810 8208
LDN 797 1717 3698 7968

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 107,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,700 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 73.8 72.9 68.8 76.3 76.8
MEDIUM TRUCKS 70.3 67.2 65.8 65.4 72.1 72.4
HEAVY TRUCKS 79.5 76.1 72.0 76.0 82.4 82.5
VEHICULAR NOISE 81.5 78.5 75.9 77.1 83.6 83.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 837 1802 3883 8365
LDN 812 1750 3769 8121

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Herndon Ave DATE: 18-Sep-20
SEGMENT N. Garfield Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 18-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,683 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 668 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.6 54.6 52.9 47.1 55.6 56.2
MEDIUM TRUCKS 53.4 51.9 48.4 41.9 51.6 52.1
HEAVY TRUCKS 50.1 44.5 53.6 22.6 46.4 50.2
VEHICULAR NOISE 58.9 56.8 56.9 48.2 57.4 58.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 77 167
LDN 14 31 67 144

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,706 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 971 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.2 56.2 54.5 48.7 57.2 57.8
MEDIUM TRUCKS 55.1 53.5 50.0 43.5 53.2 53.7
HEAVY TRUCKS 51.7 46.1 55.2 24.2 48.0 51.8
VEHICULAR NOISE 60.5 58.4 58.5 49.9 59.0 60.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 21 46 99 214
LDN 19 40 86 185

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to SR-99 ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.5 19.6 17.8 12.0 20.5 21.1
MEDIUM TRUCKS 16.9 15.4 11.9 5.4 15.1 15.6
HEAVY TRUCKS 12.9 7.3 16.4 -14.6 9.2 13.0
VEHICULAR NOISE 23.2 21.2 20.8 12.9 21.8 22.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N Garfield to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,310 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 131 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.7 50.7 49.0 43.2 51.7 52.3
MEDIUM TRUCKS 48.1 46.6 43.0 36.6 46.3 46.8
HEAVY TRUCKS 44.1 38.5 47.6 16.6 40.3 44.2
VEHICULAR NOISE 54.4 52.3 51.9 44.0 53.0 53.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 74

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,804 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,480 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.0 58.1 56.3 50.5 59.0 59.6
MEDIUM TRUCKS 56.9 55.4 51.8 45.3 55.1 55.6
HEAVY TRUCKS 53.6 48.0 57.1 26.1 49.8 53.7
VEHICULAR NOISE 62.4 60.2 60.4 51.7 60.8 61.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 61 132 283
LDN 25 53 114 245

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Contessa Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 23.1 21.2 19.4 13.6 22.1 22.7
MEDIUM TRUCKS 18.0 16.5 12.9 6.4 16.1 16.7
HEAVY TRUCKS 13.7 8.1 17.1 -13.8 9.9 13.8
VEHICULAR NOISE 24.6 22.6 22.0 14.4 23.3 24.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N. Contessa Ave to N. Island Waterpark Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.6 19.7 17.9 12.1 20.6 21.2
MEDIUM TRUCKS 17.0 15.5 12.0 5.5 15.2 15.7
HEAVY TRUCKS 13.0 7.4 16.5 -14.5 9.3 13.1
VEHICULAR NOISE 23.3 21.3 20.9 13.0 22.0 22.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,820 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,682 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.5 58.7 56.1 51.3 59.6 60.1
MEDIUM TRUCKS 55.6 54.0 50.5 45.8 54.5 55.0
HEAVY TRUCKS 61.1 59.6 54.0 51.0 59.8 60.1
VEHICULAR NOISE 64.4 62.8 58.9 54.7 63.3 63.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 38 82 178 383
LDN 36 78 167 360

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 47,627 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,763 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.0 63.2 60.6 55.8 64.2 64.7
MEDIUM TRUCKS 60.1 58.6 55.1 50.3 59.0 59.5
HEAVY TRUCKS 65.6 64.1 58.5 55.5 64.3 64.6
VEHICULAR NOISE 68.9 67.3 63.4 59.2 67.9 68.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 77 165 356 766
LDN 72 155 334 720

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to 1,300 ft east of N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 45,973 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,597 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.9 63.0 60.5 55.6 64.0 64.5
MEDIUM TRUCKS 60.0 58.4 54.9 50.1 58.9 59.3
HEAVY TRUCKS 65.4 63.9 58.4 55.3 64.2 64.5
VEHICULAR NOISE 68.8 67.1 63.3 59.1 67.7 68.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 75 161 347 748
LDN 70 152 327 703

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT 1,300 ft east of N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 54,592 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,459 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.8 67.0 64.4 59.6 67.9 68.4
MEDIUM TRUCKS 62.4 60.9 57.4 52.6 61.4 61.8
HEAVY TRUCKS 67.2 65.7 60.1 57.1 66.0 66.2
VEHICULAR NOISE 71.6 70.0 66.4 62.0 70.6 71.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 117 253 544 1173
LDN 110 237 510 1099

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 88,601 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 8,860 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.0 69.2 66.6 61.8 70.2 70.6
MEDIUM TRUCKS 64.7 63.1 59.6 54.8 63.6 64.0
HEAVY TRUCKS 69.4 68.0 62.4 59.3 68.2 68.5
VEHICULAR NOISE 73.9 72.2 68.6 64.3 72.8 73.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 165 355 765 1648
LDN 154 333 717 1545

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT 1,300 ft west of N. Bryan Ave to Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,954 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 695 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.7 54.8 53.0 47.2 55.7 56.3
MEDIUM TRUCKS 53.6 52.1 48.6 42.1 51.8 52.3
HEAVY TRUCKS 50.3 44.7 53.8 22.8 46.6 50.4
VEHICULAR NOISE 59.1 56.9 57.1 48.4 57.6 58.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 37 79 171
LDN 15 32 69 148

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,025 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,103 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.7 56.8 55.0 49.2 57.7 58.3
MEDIUM TRUCKS 55.6 54.1 50.6 44.1 53.8 54.3
HEAVY TRUCKS 52.3 46.7 55.8 24.8 48.6 52.4
VEHICULAR NOISE 61.1 58.9 59.1 50.4 59.6 60.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 23 50 108 233
LDN 20 43 94 202

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,739 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,874 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.0 59.1 57.3 51.6 60.0 60.6
MEDIUM TRUCKS 57.9 56.4 52.9 46.4 56.1 56.6
HEAVY TRUCKS 54.6 49.0 58.1 27.1 50.9 54.7
VEHICULAR NOISE 63.4 61.2 61.4 52.7 61.9 62.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 33 71 154 332
LDN 29 62 133 287

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Barcus ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,002 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 900 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.1 59.2 57.4 51.7 60.2 60.7
MEDIUM TRUCKS 56.6 55.1 51.5 45.0 54.7 55.3
HEAVY TRUCKS 52.6 47.0 56.0 25.1 48.8 52.7
VEHICULAR NOISE 62.9 60.8 60.4 52.5 61.5 62.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 31 66 143 308
LDN 27 58 126 271

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Garfield to N. Grantland ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,056 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,406 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.1 61.2 59.4 53.6 62.1 62.7
MEDIUM TRUCKS 58.5 57.0 53.5 47.0 56.7 57.2
HEAVY TRUCKS 54.5 48.9 58.0 27.0 50.8 54.6
VEHICULAR NOISE 64.8 62.7 62.3 54.5 63.4 64.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 41 89 192 414
LDN 36 79 169 365

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 46,920 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,692 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.1 66.3 63.8 58.9 67.3 67.8
MEDIUM TRUCKS 61.8 60.2 56.7 52.0 60.7 61.1
HEAVY TRUCKS 66.6 65.1 59.5 56.5 65.3 65.6
VEHICULAR NOISE 71.0 69.3 65.7 61.4 70.0 70.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 106 228 492 1060
LDN 99 214 461 994

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 40,410 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,041 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.3 62.5 59.9 55.1 63.5 63.9
MEDIUM TRUCKS 59.4 57.8 54.3 49.6 58.3 58.8
HEAVY TRUCKS 64.9 63.4 57.8 54.8 63.6 63.9
VEHICULAR NOISE 68.2 66.6 62.7 58.5 67.1 67.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 69 148 319 687
LDN 65 139 300 646

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 44,366 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,437 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.7 62.9 60.3 55.5 63.9 64.4
MEDIUM TRUCKS 59.8 58.2 54.7 50.0 58.7 59.2
HEAVY TRUCKS 65.3 63.8 58.2 55.2 64.0 64.3
VEHICULAR NOISE 68.6 67.0 63.1 58.9 67.6 68.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 73 157 339 731
LDN 69 148 319 687

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 43,099 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,310 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.6 62.8 60.2 55.4 63.7 64.2
MEDIUM TRUCKS 59.7 58.1 54.6 49.8 58.6 59.0
HEAVY TRUCKS 65.1 63.7 58.1 55.1 63.9 64.2
VEHICULAR NOISE 68.5 66.9 63.0 58.8 67.4 67.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 72 154 333 717
LDN 67 145 313 674

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 58,827 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,883 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.0 64.1 61.6 56.7 65.1 65.6
MEDIUM TRUCKS 61.0 59.5 56.0 51.2 59.9 60.4
HEAVY TRUCKS 66.5 65.0 59.4 56.4 65.2 65.5
VEHICULAR NOISE 69.9 68.2 64.3 60.2 68.8 69.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 88 190 409 882
LDN 83 179 385 829

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 66,788 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 6,679 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.5 64.7 62.1 57.3 65.6 66.1
MEDIUM TRUCKS 61.6 60.0 56.5 51.8 60.5 60.9
HEAVY TRUCKS 67.1 65.6 60.0 57.0 65.8 66.1
VEHICULAR NOISE 70.4 68.8 64.9 60.7 69.3 69.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 96 207 445 960
LDN 90 194 419 902

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Barcus Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,139 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,614 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.4 58.5 56.7 50.9 59.4 60.0
MEDIUM TRUCKS 57.3 55.8 52.2 45.7 55.4 56.0
HEAVY TRUCKS 54.0 48.4 57.4 26.5 50.2 54.1
VEHICULAR NOISE 62.7 60.6 60.7 52.1 61.2 62.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 30 65 139 300
LDN 26 56 121 260

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Barcus Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,139 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,614 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.6 61.6 59.9 54.1 62.6 63.2
MEDIUM TRUCKS 59.0 57.5 53.9 47.5 57.2 57.7
HEAVY TRUCKS 55.0 49.4 58.5 27.5 51.3 55.1
VEHICULAR NOISE 65.3 63.2 62.8 54.9 63.9 64.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 45 96 207 446
LDN 39 85 182 393

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,878 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,488 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.0 58.1 56.3 50.6 59.0 59.6
MEDIUM TRUCKS 56.9 55.4 51.9 45.4 55.1 55.6
HEAVY TRUCKS 53.6 48.0 57.1 26.1 49.9 53.7
VEHICULAR NOISE 62.4 60.2 60.4 51.7 60.9 61.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 61 132 284
LDN 25 53 114 246

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,338 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,434 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.9 57.9 56.2 50.4 58.9 59.5
MEDIUM TRUCKS 56.8 55.2 51.7 45.2 54.9 55.4
HEAVY TRUCKS 53.4 47.8 56.9 25.9 49.7 53.5
VEHICULAR NOISE 62.2 60.1 60.2 51.6 60.7 61.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 60 129 277
LDN 24 52 111 240

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,124 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,312 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.5 57.6 55.8 50.0 58.5 59.1
MEDIUM TRUCKS 56.4 54.9 51.3 44.8 54.5 55.1
HEAVY TRUCKS 53.1 47.5 56.5 25.6 49.3 53.2
VEHICULAR NOISE 61.8 59.7 59.8 51.2 60.3 61.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 56 121 262
LDN 23 49 105 226

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N Brawley Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,448 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 745 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.0 55.1 53.3 47.5 56.0 56.6
MEDIUM TRUCKS 53.9 52.4 48.9 42.4 52.1 52.6
HEAVY TRUCKS 50.6 45.0 54.1 23.1 46.9 50.7
VEHICULAR NOISE 59.4 57.2 57.4 48.7 57.9 58.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 83 179
LDN 16 33 72 155

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Garfield Ave to Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,365 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,337 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.6 57.6 55.9 50.1 58.6 59.2
MEDIUM TRUCKS 56.5 54.9 51.4 44.9 54.6 55.1
HEAVY TRUCKS 53.1 47.5 56.6 25.6 49.4 53.2
VEHICULAR NOISE 61.9 59.8 59.9 51.2 60.4 61.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 57 123 265
LDN 23 49 106 229

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,656 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,566 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.2 58.3 56.6 50.8 59.3 59.9
MEDIUM TRUCKS 57.1 55.6 52.1 45.6 55.3 55.8
HEAVY TRUCKS 53.8 48.2 57.3 26.3 50.1 53.9
VEHICULAR NOISE 62.6 60.5 60.6 51.9 61.1 62.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 63 137 294
LDN 25 55 118 255

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 12,337 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,234 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.2 57.3 55.5 49.7 58.2 58.8
MEDIUM TRUCKS 56.1 54.6 51.0 44.6 54.3 54.8
HEAVY TRUCKS 52.8 47.2 56.3 25.3 49.0 52.9
VEHICULAR NOISE 61.6 59.4 59.6 50.9 60.1 61.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 25 54 116 251
LDN 22 47 101 217

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Dante Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,436 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,144 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 62.9 61.1 55.3 63.8 64.4
MEDIUM TRUCKS 60.2 58.7 55.2 48.7 58.4 58.9
HEAVY TRUCKS 56.2 50.6 59.7 28.7 52.5 56.3
VEHICULAR NOISE 66.5 64.5 64.1 56.2 65.1 66.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 54 116 250 539
LDN 47 102 220 475

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Dante Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,436 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,144 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 62.9 61.1 55.3 63.8 64.4
MEDIUM TRUCKS 60.2 58.7 55.2 48.7 58.4 58.9
HEAVY TRUCKS 56.2 50.6 59.7 28.7 52.5 56.3
VEHICULAR NOISE 66.5 64.5 64.1 56.2 65.1 66.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 54 116 250 539
LDN 47 102 220 475

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,552 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,955 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.2 59.3 57.5 51.7 60.2 60.8
MEDIUM TRUCKS 58.1 56.6 53.0 46.6 56.3 56.8
HEAVY TRUCKS 54.8 49.2 58.3 27.3 51.0 54.9
VEHICULAR NOISE 63.6 61.4 61.6 52.9 62.1 63.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 73 158 341
LDN 30 64 137 295

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to N. Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,141 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,114 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.6 59.6 57.9 52.1 60.6 61.2
MEDIUM TRUCKS 58.4 56.9 53.4 46.9 56.6 57.1
HEAVY TRUCKS 55.1 49.5 58.6 27.6 51.4 55.2
VEHICULAR NOISE 63.9 61.8 61.9 53.2 62.4 63.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 77 167 359
LDN 31 67 144 311

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N Brawley Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,787 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,979 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.3 59.3 57.6 51.8 60.3 60.9
MEDIUM TRUCKS 58.2 56.6 53.1 46.6 56.3 56.8
HEAVY TRUCKS 54.8 49.2 58.3 27.3 51.1 54.9
VEHICULAR NOISE 63.6 61.5 61.6 53.0 62.1 63.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 74 160 344
LDN 30 64 138 298

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,278 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,928 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.2 59.2 57.5 51.7 60.2 60.8
MEDIUM TRUCKS 58.0 56.5 53.0 46.5 56.2 56.7
HEAVY TRUCKS 54.7 49.1 58.2 27.2 51.0 54.8
VEHICULAR NOISE 63.5 61.4 61.5 52.8 62.0 62.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 73 157 338
LDN 29 63 136 293

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,448 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 245 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.3 47.8 42.9 51.3 51.8
MEDIUM TRUCKS 47.2 45.7 42.2 37.4 46.1 46.6
HEAVY TRUCKS 52.7 51.2 45.6 42.6 51.4 51.7
VEHICULAR NOISE 56.0 54.4 50.5 46.4 55.0 55.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 23 49 106
LDN 10 21 46 100

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,251 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,025 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.4 56.5 54.0 49.1 57.5 58.0
MEDIUM TRUCKS 53.4 51.9 48.4 43.6 52.4 52.8
HEAVY TRUCKS 58.9 57.4 51.8 48.8 57.6 57.9
VEHICULAR NOISE 62.3 60.6 56.7 52.6 61.2 61.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 59 128 275
LDN 26 56 120 259

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,239 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,124 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.8 56.9 54.4 49.5 57.9 58.4
MEDIUM TRUCKS 53.8 52.3 48.8 44.0 52.8 53.2
HEAVY TRUCKS 59.3 57.8 52.2 49.2 58.0 58.3
VEHICULAR NOISE 62.7 61.0 57.1 53.0 61.6 62.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 63 136 293
LDN 28 59 128 275

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to 1900 ft east of N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,878 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,388 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.7 57.8 55.3 50.4 58.8 59.3
MEDIUM TRUCKS 54.7 53.2 49.7 44.9 53.7 54.1
HEAVY TRUCKS 60.2 58.7 53.2 50.1 59.0 59.3
VEHICULAR NOISE 63.6 61.9 58.0 53.9 62.5 62.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 73 156 337
LDN 32 68 147 317

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT 1900 east of N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,298 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,130 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.7 62.9 60.3 55.5 63.9 64.3
MEDIUM TRUCKS 58.3 56.8 53.3 48.5 57.3 57.7
HEAVY TRUCKS 63.1 61.6 56.1 53.0 61.9 62.2
VEHICULAR NOISE 67.6 65.9 62.3 58.0 66.5 66.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 63 135 291 626
LDN 59 126 272 587

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Milburn Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,727 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,473 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.0 65.2 62.6 57.8 66.1 66.6
MEDIUM TRUCKS 60.0 58.5 55.0 50.2 59.0 59.4
HEAVY TRUCKS 64.5 63.0 57.4 54.4 63.3 63.6
VEHICULAR NOISE 69.5 67.8 64.3 59.9 68.5 68.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 84 182 392 844
LDN 79 170 367 790

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Milburn Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.2 64.4 61.8 57.0 65.4 65.9
MEDIUM TRUCKS 59.9 58.3 54.8 50.0 58.8 59.2
HEAVY TRUCKS 64.6 63.2 57.6 54.6 63.4 63.7
VEHICULAR NOISE 69.1 67.4 63.8 59.5 68.0 68.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 79 170 366 789
LDN 74 159 343 740

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to N Sonora Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,727 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,473 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.0 65.2 62.6 57.8 66.1 66.6
MEDIUM TRUCKS 60.0 58.5 55.0 50.2 59.0 59.4
HEAVY TRUCKS 64.5 63.0 57.4 54.4 63.3 63.6
VEHICULAR NOISE 69.5 67.8 64.3 59.9 68.5 68.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 84 182 392 844
LDN 79 170 367 790

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Sonora Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,727 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,473 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.5 63.6 61.1 56.2 64.6 65.1
MEDIUM TRUCKS 59.1 57.6 54.1 49.3 58.0 58.5
HEAVY TRUCKS 63.9 62.4 56.8 53.8 62.6 62.9
VEHICULAR NOISE 68.3 66.6 63.1 58.7 67.3 67.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 70 152 327 704
LDN 66 142 306 660

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N Brawley Ave to N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.2 64.4 61.8 57.0 65.4 65.9
MEDIUM TRUCKS 59.9 58.3 54.8 50.0 58.8 59.2
HEAVY TRUCKS 64.6 63.2 57.6 54.6 63.4 63.7
VEHICULAR NOISE 69.1 67.4 63.8 59.5 68.0 68.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 79 170 366 789
LDN 74 159 343 740

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Knoll Ave to 850 ft east of N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.1 64.3 61.7 56.9 65.2 65.7
MEDIUM TRUCKS 59.7 58.2 54.7 49.9 58.7 59.1
HEAVY TRUCKS 64.5 63.0 57.4 54.4 63.3 63.6
VEHICULAR NOISE 69.0 67.3 63.7 59.4 67.9 68.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 78 167 360 776
LDN 73 157 337 727

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT 850 east of N. Knoll Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.9 61.1 58.5 53.7 62.1 62.6
MEDIUM TRUCKS 58.0 56.5 53.0 48.2 56.9 57.4
HEAVY TRUCKS 63.5 62.0 56.4 53.4 62.2 62.5
VEHICULAR NOISE 66.8 65.2 61.3 57.1 65.8 66.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 55 120 258 555
LDN 52 112 242 522

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 39,715 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,972 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.4 65.6 63.0 58.2 66.6 67.0
MEDIUM TRUCKS 61.1 59.5 56.0 51.2 60.0 60.4
HEAVY TRUCKS 65.8 64.4 58.8 55.7 64.6 64.9
VEHICULAR NOISE 70.3 68.6 65.0 60.7 69.2 69.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 95 204 440 949
LDN 89 192 413 889

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Marks Ave to W. Vassar Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 58,312 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,831 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 94.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.7 68.9 66.4 61.5 69.9 70.4
MEDIUM TRUCKS 63.8 62.2 58.7 53.9 62.7 63.1
HEAVY TRUCKS 68.3 66.8 61.2 58.2 67.0 67.3
VEHICULAR NOISE 73.2 71.5 68.0 63.6 72.2 72.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 149 322 694 1495
LDN 140 302 650 1400

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Herndon Ave to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,249 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 425 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.5 52.7 50.2 45.3 53.7 54.2
MEDIUM TRUCKS 49.6 48.1 44.6 39.8 48.5 49.0
HEAVY TRUCKS 55.1 53.6 48.0 45.0 53.8 54.1
VEHICULAR NOISE 58.4 56.8 52.9 48.8 57.4 57.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 71 153
LDN 14 31 67 144

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,862 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 486 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.1 53.3 50.7 45.9 54.3 54.7
MEDIUM TRUCKS 50.2 48.6 45.1 40.4 49.1 49.6
HEAVY TRUCKS 55.7 54.2 48.6 45.6 54.4 54.7
VEHICULAR NOISE 59.0 57.4 53.5 49.3 58.0 58.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 78 167
LDN 16 34 73 157

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Barstow Ave to 1,000 ft south of W. Barston Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,253 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 525 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.6 56.8 54.3 49.4 57.8 58.3
MEDIUM TRUCKS 52.3 50.7 47.2 42.4 51.2 51.6
HEAVY TRUCKS 57.0 55.6 50.0 47.0 55.8 56.1
VEHICULAR NOISE 61.5 59.8 56.2 51.9 60.4 60.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 25 53 114 246
LDN 23 50 107 231

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT 1,000 ft south of W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,253 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 525 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.6 56.8 54.3 49.4 57.8 58.3
MEDIUM TRUCKS 52.3 50.7 47.2 42.4 51.2 51.6
HEAVY TRUCKS 57.0 55.6 50.0 47.0 55.8 56.1
VEHICULAR NOISE 61.5 59.8 56.2 51.9 60.4 60.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 25 53 114 246
LDN 23 50 107 231

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,702 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 570 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.8 54.0 51.4 46.6 54.9 55.4
MEDIUM TRUCKS 50.9 49.3 45.8 41.1 49.8 50.3
HEAVY TRUCKS 56.4 54.9 49.3 46.3 55.1 55.4
VEHICULAR NOISE 59.7 58.1 54.2 50.0 58.6 59.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 19 40 86 186
LDN 17 38 81 175

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,381 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 538 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.6 53.7 51.2 46.3 54.7 55.2
MEDIUM TRUCKS 50.6 49.1 45.6 40.8 49.6 50.0
HEAVY TRUCKS 56.1 54.6 49.0 46.0 54.8 55.1
VEHICULAR NOISE 59.5 57.8 53.9 49.8 58.4 58.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 83 179
LDN 17 36 78 168

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 13.9 9.0 17.4 17.9
MEDIUM TRUCKS 13.3 11.8 8.3 3.5 12.2 12.7
HEAVY TRUCKS 18.8 17.3 11.7 8.7 17.5 17.8
VEHICULAR NOISE 22.2 20.5 16.6 12.5 21.1 21.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,998 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 500 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.2 53.4 50.9 46.0 54.4 54.9
MEDIUM TRUCKS 50.3 48.8 45.3 40.5 49.2 49.7
HEAVY TRUCKS 55.8 54.3 48.7 45.7 54.5 54.8
VEHICULAR NOISE 59.1 57.5 53.6 49.5 58.1 58.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 37 79 170
LDN 16 35 74 160

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Parkway Drive DATE: 18-Sep-20
SEGMENT N Herndon Ave to W. Herndon Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,166 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 417 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.5 52.6 50.1 45.2 53.6 54.1
MEDIUM TRUCKS 49.5 48.0 44.5 39.7 48.4 48.9
HEAVY TRUCKS 55.0 53.5 47.9 44.9 53.7 54.0
VEHICULAR NOISE 58.4 56.7 52.8 48.7 57.3 57.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 70 151
LDN 14 31 66 142

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT N. Parkway Drive to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,947 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,195 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.2 60.4 57.8 53.0 61.3 61.8
MEDIUM TRUCKS 55.8 54.3 50.8 46.0 54.8 55.2
HEAVY TRUCKS 60.6 59.1 53.5 50.5 59.4 59.7
VEHICULAR NOISE 65.1 63.4 59.8 55.5 64.0 64.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 43 92 198 426
LDN 40 86 185 399

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,386 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,539 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.3 61.5 58.9 54.1 62.4 62.9
MEDIUM TRUCKS 56.9 55.4 51.9 47.1 55.9 56.3
HEAVY TRUCKS 61.7 60.2 54.6 51.6 60.5 60.7
VEHICULAR NOISE 66.1 64.5 60.9 56.5 65.1 65.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 50 109 234 504
LDN 47 102 219 472

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 45,056 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,506 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 63.0 60.4 55.5 63.9 64.4
MEDIUM TRUCKS 59.9 58.3 54.8 50.0 58.8 59.2
HEAVY TRUCKS 65.3 63.9 58.3 55.3 64.1 64.4
VEHICULAR NOISE 68.7 67.1 63.2 59.0 67.6 68.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 74 159 343 738
LDN 69 150 322 694

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 55,863 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,586 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.9 67.1 64.5 59.7 68.0 68.5
MEDIUM TRUCKS 62.5 61.0 57.5 52.7 61.5 61.9
HEAVY TRUCKS 67.3 65.8 60.2 57.2 66.1 66.3
VEHICULAR NOISE 71.7 70.1 66.5 62.1 70.7 71.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 119 257 553 1191
LDN 112 240 518 1116

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.4 19.6 17.0 12.2 20.6 21.1
MEDIUM TRUCKS 15.1 13.5 10.0 5.2 14.0 14.4
HEAVY TRUCKS 19.8 18.4 12.8 9.8 18.6 18.9
VEHICULAR NOISE 24.3 22.6 19.0 14.7 23.2 23.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 40,268 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,027 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.5 65.6 63.1 58.2 66.6 67.1
MEDIUM TRUCKS 61.1 59.6 56.1 51.3 60.0 60.5
HEAVY TRUCKS 65.9 64.4 58.8 55.8 64.6 64.9
VEHICULAR NOISE 70.3 68.7 65.1 60.7 69.3 69.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 96 206 444 957
LDN 90 193 416 897

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,521 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,552 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.5 63.7 61.1 56.3 64.6 65.1
MEDIUM TRUCKS 59.1 57.6 54.1 49.3 58.1 58.5
HEAVY TRUCKS 63.9 62.4 56.8 53.8 62.6 62.9
VEHICULAR NOISE 68.3 66.7 63.1 58.7 67.3 67.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 71 152 328 706
LDN 66 143 307 662

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,311 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,131 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.6 59.7 57.9 52.1 60.6 61.2
MEDIUM TRUCKS 58.5 57.0 53.4 46.9 56.6 57.2
HEAVY TRUCKS 55.2 49.6 58.6 27.7 51.4 55.3
VEHICULAR NOISE 63.9 61.8 61.9 53.3 62.4 63.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 78 168 361
LDN 31 67 145 313

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,311 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,131 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.6 59.7 57.9 52.1 60.6 61.2
MEDIUM TRUCKS 58.5 57.0 53.4 46.9 56.6 57.2
HEAVY TRUCKS 55.2 49.6 58.6 27.7 51.4 55.3
VEHICULAR NOISE 63.9 61.8 61.9 53.3 62.4 63.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 78 168 361
LDN 31 67 145 313

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,216 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,822 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.1 62.2 60.4 54.6 63.1 63.7
MEDIUM TRUCKS 59.5 58.0 54.5 48.0 57.7 58.2
HEAVY TRUCKS 55.5 49.9 59.0 28.0 51.8 55.6
VEHICULAR NOISE 65.8 63.8 63.4 55.5 64.4 65.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 48 104 225 484
LDN 43 92 198 426

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.5 19.6 17.8 12.0 20.5 21.1
MEDIUM TRUCKS 16.9 15.4 11.9 5.4 15.1 15.6
HEAVY TRUCKS 12.9 7.3 16.4 -14.6 9.2 13.0
VEHICULAR NOISE 23.2 21.2 20.8 12.9 21.8 22.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,966 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,897 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.1 59.2 57.4 51.6 60.1 60.7
MEDIUM TRUCKS 58.0 56.5 52.9 46.4 56.1 56.7
HEAVY TRUCKS 54.7 49.1 58.1 27.2 50.9 54.8
VEHICULAR NOISE 63.4 61.3 61.4 52.8 61.9 62.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 33 72 155 334
LDN 29 62 134 289

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,631 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,363 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.6 57.7 55.9 50.2 58.7 59.3
MEDIUM TRUCKS 56.5 55.0 51.5 45.0 54.7 55.2
HEAVY TRUCKS 53.2 47.6 56.7 25.7 49.5 53.3
VEHICULAR NOISE 62.0 59.9 60.0 51.3 60.5 61.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 27 58 124 268
LDN 23 50 108 232

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 22,778 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,278 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.2 63.2 61.5 55.7 64.2 64.8
MEDIUM TRUCKS 60.6 59.1 55.6 49.1 58.8 59.3
HEAVY TRUCKS 56.6 51.0 60.1 29.1 52.9 56.7
VEHICULAR NOISE 66.9 64.8 64.4 56.6 65.5 66.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 57 123 265 572
LDN 50 108 234 503

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 22,778 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,278 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.1 63.1 61.4 55.6 64.1 64.7
MEDIUM TRUCKS 60.5 59.0 55.4 49.0 58.7 59.2
HEAVY TRUCKS 56.5 50.9 60.0 29.0 52.7 56.6
VEHICULAR NOISE 66.8 64.7 64.3 56.4 65.4 66.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 56 121 261 562
LDN 49 107 230 495

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Swift Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,950 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,595 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.6 63.7 61.9 56.1 64.6 65.2
MEDIUM TRUCKS 61.1 59.6 56.0 49.5 59.2 59.8
HEAVY TRUCKS 57.1 51.5 60.5 29.6 53.3 57.2
VEHICULAR NOISE 67.4 65.3 64.9 57.0 66.0 66.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 61 132 284 613
LDN 54 116 250 539

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W. Swift Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,950 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,595 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.4 60.5 58.7 53.0 61.5 62.0
MEDIUM TRUCKS 59.3 57.8 54.3 47.8 57.5 58.0
HEAVY TRUCKS 56.0 50.4 59.5 28.5 52.3 56.1
VEHICULAR NOISE 64.8 62.7 62.8 54.1 63.3 64.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 41 89 191 412
LDN 36 77 166 357

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W. Ashland Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,995 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,000 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.1 61.1 59.4 53.6 62.1 62.7
MEDIUM TRUCKS 60.0 58.4 54.9 48.4 58.1 58.6
HEAVY TRUCKS 56.6 51.0 60.1 29.1 52.9 56.7
VEHICULAR NOISE 65.4 63.3 63.4 54.8 63.9 64.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 45 98 211 454
LDN 39 85 182 393

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to 1,300 ft South of W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,197 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,120 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.6 59.6 57.9 52.1 60.6 61.2
MEDIUM TRUCKS 58.5 56.9 53.4 46.9 56.6 57.1
HEAVY TRUCKS 55.1 49.5 58.6 27.6 51.4 55.2
VEHICULAR NOISE 63.9 61.8 61.9 53.3 62.4 63.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 78 167 360
LDN 31 67 145 312

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT 1,300 ft South of W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,197 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,120 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.7 62.8 61.0 55.3 63.8 64.3
MEDIUM TRUCKS 60.2 58.7 55.1 48.6 58.3 58.9
HEAVY TRUCKS 56.2 50.6 59.7 28.7 52.4 56.3
VEHICULAR NOISE 66.5 64.4 64.0 56.1 65.1 65.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 54 115 249 535
LDN 47 102 219 471

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 18-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,552 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,755 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.7 58.8 57.0 51.3 59.8 60.3
MEDIUM TRUCKS 57.6 56.1 52.6 46.1 55.8 56.3
HEAVY TRUCKS 54.3 48.7 57.8 26.8 50.6 54.4
VEHICULAR NOISE 63.1 61.0 61.1 52.4 61.6 62.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 32 68 147 317
LDN 27 59 128 275

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT North of W. Shaw Ave ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,568 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 657 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.6 57.8 55.2 50.4 58.7 59.2
MEDIUM TRUCKS 53.2 51.7 48.2 43.4 52.2 52.6
HEAVY TRUCKS 58.0 56.5 50.9 47.9 56.8 57.1
VEHICULAR NOISE 62.5 60.8 57.2 52.9 61.4 61.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 62 133 286
LDN 27 58 124 268

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Acacia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,762 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,576 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.5 63.7 61.2 56.3 64.7 65.2
MEDIUM TRUCKS 59.2 57.6 54.1 49.4 58.1 58.5
HEAVY TRUCKS 64.0 62.5 56.9 53.9 62.7 63.0
VEHICULAR NOISE 68.4 66.7 63.1 58.8 67.4 67.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 71 153 330 711
LDN 67 144 309 666

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W. Acaia Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,762 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,576 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.7 63.8 61.3 56.4 64.8 65.3
MEDIUM TRUCKS 59.3 57.7 54.2 49.5 58.2 58.7
HEAVY TRUCKS 64.1 62.6 57.0 54.0 62.8 63.1
VEHICULAR NOISE 68.5 66.8 63.2 58.9 67.5 67.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 72 156 336 723
LDN 68 146 315 678

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 31,612 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,161 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.3 61.4 58.9 54.0 62.4 62.9
MEDIUM TRUCKS 58.3 56.8 53.3 48.5 57.2 57.7
HEAVY TRUCKS 63.8 62.3 56.7 53.7 62.5 62.8
VEHICULAR NOISE 67.2 65.5 61.6 57.5 66.1 66.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 58 126 271 583
LDN 55 118 254 548

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W. Ashland Ave to W. Griffith Way ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 31,840 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,184 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.3 61.4 58.9 54.0 62.4 62.9
MEDIUM TRUCKS 58.4 56.8 53.3 48.5 57.3 57.7
HEAVY TRUCKS 63.8 62.4 56.8 53.7 62.6 62.9
VEHICULAR NOISE 67.2 65.6 61.7 57.5 66.1 66.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 59 126 272 586
LDN 55 119 256 551

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W. Griffith Way to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 31,840 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,184 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.5 64.6 62.1 57.2 65.6 66.1
MEDIUM TRUCKS 60.1 58.5 55.0 50.3 59.0 59.5
HEAVY TRUCKS 64.9 63.4 57.8 54.8 63.6 63.9
VEHICULAR NOISE 69.3 67.6 64.0 59.7 68.3 68.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 82 176 380 819
LDN 77 165 356 767

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 23,801 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,380 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.0 60.2 57.6 52.8 61.2 61.6
MEDIUM TRUCKS 57.1 55.5 52.0 47.3 56.0 56.5
HEAVY TRUCKS 62.6 61.1 55.5 52.5 61.3 61.6
VEHICULAR NOISE 65.9 64.3 60.4 56.2 64.8 65.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 48 104 224 482
LDN 45 98 211 454

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 18-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,944 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,194 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.7 59.8 57.3 52.4 60.8 61.3
MEDIUM TRUCKS 56.7 55.2 51.7 46.9 55.7 56.1
HEAVY TRUCKS 62.2 60.7 55.1 52.1 61.0 61.3
VEHICULAR NOISE 65.6 63.9 60.0 55.9 64.5 64.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 46 98 212 457
LDN 43 93 199 430

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 18-Sep-20
SEGMENT N. Parkway Drive to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,222 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 922 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.1 59.2 57.4 51.7 60.1 60.7
MEDIUM TRUCKS 56.6 55.1 51.5 45.0 54.7 55.3
HEAVY TRUCKS 52.6 47.0 56.0 25.1 48.8 52.7
VEHICULAR NOISE 62.9 60.8 60.4 52.5 61.5 62.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 31 66 143 307
LDN 27 58 126 271

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 22,141 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,214 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.9 63.0 61.2 55.5 63.9 64.5
MEDIUM TRUCKS 60.4 58.9 55.3 48.8 58.5 59.1
HEAVY TRUCKS 56.4 50.8 59.8 28.9 52.6 56.5
VEHICULAR NOISE 66.7 64.6 64.2 56.3 65.3 66.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 55 119 256 551
LDN 49 105 225 485

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 18-Sep-20
SEGMENT W. Ashland Ave to W. Bellaire Way ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,570 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.4 61.5 59.7 54.0 62.5 63.0
MEDIUM TRUCKS 58.9 57.4 53.8 47.3 57.0 57.6
HEAVY TRUCKS 54.9 49.3 58.3 27.4 51.1 55.0
VEHICULAR NOISE 65.2 63.1 62.7 54.8 63.8 64.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 44 94 203 438
LDN 39 83 179 386

VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 18-Sep-20
SEGMENT W. Bellaire Way to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,570 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO