HomeMy WebLinkAboutORD 629 Designating Speed Limits - 2026 Engineering and Traffic SurveyORDINANCE NO. 629
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
LA QUINTA, CALIFORNIA, DESIGNATING SPEED LIMITS
WHEREAS, the California Vehicle Code authorizes cities to designate and
regulate speed zones within their jurisdictions; and
WHEREAS, the City Council finds it appropriate to designate speed limits on the
following 6 local street segments to facilitate safe and orderly traffic flow; and
WHEREAS, in accordance with the provisions of Section 12.20.020 of the La
Quinta Municipal Code, an engineering and traffic survey has been performed on the
specified 6 street segments; and
WHEREAS, the following designated prima facie speed limits are based on the
results of the 2026 Engineering and Traffic Survey:
Street Segment Speed Limit
(mph)
Dune Palms Road Blackhawk Way to Miles Avenue 40
Avenue 50 Washington Street to Park Avenue 40
Avenue 50 Park Avenue to Jefferson Street 45
Avenue 50 Jefferson Street to Madison Street 45
Avenue 52 Desert Club Drive to Washington Street 40
Avenue 52 Madison Street to Monroe Street 45
NOW, THEREFORE, the City Council of the City of La Quinta does ordain as
follows:
SECTION 1. FINDINGS AND APPROVAL: That the above recitals are true and correct
and constitute the findings of the City Council in this matter, and that the City Council
hereby approves and designates the speed limits for the six (6) street segments noted
herein pursuant to the 2026 Engineering and Traffic Survey, dated January 26, 2026,
enclosed as “Exhibit A” and incorporated herewith by this reference.
SECTION 2. EFFECTIVE DATE: This Ordinance shall be in full force and effect thirty
(30) days after its adoption.
SECTION 3. POSTING: The City Clerk shall, within 15 days after passage of this
Ordinance, cause it to be posted in at least three (3) public places designated by
resolution of the City Council (Resolution No. 2022-027), shall certify to the adoption and
posting of this Ordinance, and shall cause this Ordinance and its certification, together
with proof of posting to be entered into the permanent record of Ordinances of the City of
La Quinta.
SECTION 4. CORRECTIVE AMENDMENTS: the City Council does hereby grant the City
Clerk the ability to make minor amendments and corrections of typographical or clerical
Ordinance No. 629
Speed Limits Designation on Various Street Segments
Adopted: February 17, 2026
Page 2 of 2
errors to ensure consistency of all approved text amendments prior to the publication in
the La Quinta Municipal Code.
SECTION 5. SEVERABILITY: If any section, subsection, subdivision, sentence, clause,
phrase, or portion of this Ordinance is, for any reason, held to be invalid or
unconstitutional by the decision of any court of competent jurisdiction, such decision shall
not affect the validity of the remaining portions of this Ordinance. The City Council hereby
declares that it would have adopted this Ordinance and each and every section,
subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the
fact that any one or more section, subsections, subdivisions, sentences, clauses,
phrases, or portions thereof be declared unconstitutional.
PASSED, APPROVED and ADOPTED, at a regular meeting of the La Quinta City
Council held this 17th day of February, 2026, by the following vote:
AYES: Councilmembers Fitzpatrick, McGarrey, Pena, Sanchez, and Mayor Evans
NOES: None
ABSENT: None
ABSTAIN: None
ATTEST:
MONIKA RADE A, • Clerk
City of La Quinta, California
APPROVED AS TO FORM:
�ayer
City of La Quinta, California
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WILLIAM H. IHRKE, City Attorney --------
City of La Quinta, California
January 26, 2026
Mr. Bryan McKinney, P.E.
City Engineer
Public Works Department
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Subject: 2026 Engineering and Traffic Survey – Various Streets
Dear Mr. McKinney:
As requested, Willdan has completed a review of the recommended speed zones on
seven various segments in the City of La Quinta. The Engineering and Traffic Study
dated January 5, 2017, is hereby amended to include the updated speed limit for the
segments listed below that supersede the pervious speed limit recommendations.
63 — Dune Palms — Blackhawk to Miles
64 — Avenue 50 — Washington to Park
65 — Avenue 50 — Park to Jefferson
66 — Avenue 50 — Jefferson to Madison
67 — Avenue 52 — Desert Club to Washington
68 — Avenue 52 — Madison to Monroe
We are pleased to submit the enclosed recommendations and supporting documentation
for the above segment. The Engineering and Traffic Survey for the above segments were
conducted in accordance with applicable provisions of the CVC, following procedures
outlined in the California Manual on Uniform Traffic Control Devices (California MUTCD)
dated November 2014, and as required by Section 627 of the California Vehicle Code.
The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable
the continued use of radar for traffic speed enforcement.
We appreciate the opportunity to serve the City of La Quinta, and the assistance and
cooperation afforded to us during the course of this study.
Very truly yours,
WILLDAN
Nicolle Spann, P.E., T.E.
Traffic Engineer
Enclosure
2RDINANCE NO. 629
EXHIBIT A
ADOPTED: FEBRUARY 17, 2026
2026 Engineering and Traffic Survey Amendment
City of La Quinta
Page 2
Table 1
Street Segments with Recommended Speed Changes
NO STREET FROM TO
POSTED
SPEED
LIMIT
NEW
POSTED
SPEED
LIMIT
CHANGE
63 Dune Palms Rd. Blackhawk Way Miles Avenue 45 40 5 mph reduction
64 Avenue 50 Washington Street Park Avenue 50 40 10 mph reduction
65 Avenue 50 Park Avenue Jefferson Street 50 45 5 mph reduction
66 Avenue 50 Jefferson Street Madison Street 50 45 5 mph reduction
67 Avenue 52 Desert Club Drive Washington Street 50 40 10 mph reduction
68 Avenue 52 Madison Street Monroe Street 50 45 5 mph reduction
2026 Engineering and Traffic Survey Amendment
City of La Quinta
Page 3
Table 2
Speed/Collision Data Summary Table
ID Street Segment Dist.
(Mi.) Dir. 85%
Speed
10 Mi.
Pace
% in
Pace ADT
Accident Rate Posted
Speed
Limit
Prop.
Speed
Limit
Justification Exp. Act.
63 Dune Palms Blackhawk to
Miles .48 S 44 37-46 78 9,000 1.44 0 45 40 Rounding Down
64 Avenue 50 Washington to
Park .60 E/W 50* 40-49 72 7,000 1.44 0.13 50 40
Conditions Not
Readily
Apparent*
65 Avenue 50 Park to Jefferson .88 E/W 50* 42-51 73 7,000 1.44 0 50 45
Conditions Not
Readily
Apparent*
66 Avenue 50 Jefferson to
Madison 1.0 E 51* 43-52 73 7,000 1.55 0 50 45
Conditions Not
Readily
Apparent*
67 Avenue 52 Desert Club to
Washington .37 E/W 47* 40-49 81 15,000 1.44 0.12 50 40
Conditions Not
Readily
Apparent*
68 Avenue 52 Madison to
Monroe 1.0 E 48 43-52 74 10,000 1.44 0 50 45 Rounding Down
* See “Segments with Special Conditions” Section for Comments
2026 Engineering and Traffic Survey Amendment
City of La Quinta
Page 4
SEGMENTS WITH SPECIAL CONDITIONS
The following segments surveyed had recommended speed limits that were 5 miles per
hour (mph) or more below the critical speed due to conditions not readily apparent to the
driver. Each segment is discussed below.
Segment 64 – Ave 50: Washington to Park
This segment is currently posted at 50 mph and has two through lanes in each direction
with an ADT of 7,000 vehicles per day. The adjacent land is vacant (future residential) on
both sides just east of Washington. The remaining portion of this segment is residential
on the south side and two schools along the north side of this .60-mile-long segment. The
85th percentile speed is 50 mph and would normally justify a 50-mph posted speed limit.
This segment is identified as a land or facility that generates high concentrations of
bicycles and pedestrians. The segment has bike lane presence along the south side of
the corridor. The segment immediately west of Washington is currently 40 mph and
because this segment is established as a land or facility that generates high
concentrations of bicycles and pedestrians, an additional 10 mph reduction is
recommended to be applied. Because this will maintain uniformity among adjacent
segments, it is recommended to match that. It is recommended that the speed limit be
posted at 40 mph for the above reasons. This recommendation falls within the limitations
requiring the recommendation be no more than 12.4 mph under the 85th percentile speed.
Segment 65 – Ave 50: Park to Jefferson
This segment is currently posted at 50 mph and has two through lanes in each direction
with an ADT of 7,000 vehicles per day. The adjacent land is residential on both of this
0.88-mile-long segment. The 85th percentile speed is 50 mph and would normally justify
a 50-mph posted speed limit. However, there are 2 schools immediately adjacent to this
portion of Avenue 50. The segment has bike lane presence along both sides of the
corridor. The segment immediately west is to be 40 mph and the segment to the east is
to be 45 mph. Because this will maintain uniformity among adjacent segments, it is
recommended that the speed limit be posted at 45 mph for the above reasons.
Segment 66 – Ave 50: Jefferson to Madison
This segment is currently posted at 50 mph in the eastbound direction and the westbound
direction is posted at 45 mph (within the City of Indio). It has two through lanes in the
eastbound direction and one through lane in the westbound direction, with an ADT of
7,000 vehicles per day. The adjacent land is residential on both sides of this 1-mile-long
segment, with the exception of some commercial on the north side just east of Jefferson.
The 85th percentile speed is 51 mph and would normally justify a 50-mph posted speed
limit. This segment is adjacent to a facility that generates high concentrations of
2026 Engineering and Traffic Survey Amendment
City of La Quinta
Page 5
pedestrians during special events (well over 100,000 in attendance) which are in the
street due to lack of sidewalks. The segment immediately west of Jefferson is to be 45
mph and this segment already is 45 mph in the westbound direction and an additional 5
mph reduction is recommended to be applied. This will maintain uniformity among
adjacent segments with the recommended speed limit being posted at 45 mph for the
above reasons.
Segment 67 – Avenue 52: Desert Club to Washington
This segment is currently posted at 50 mph and has two through lanes in each direction
with an ADT of 15,000 vehicles per day. The adjacent land is residential on both sides
along the 0.37-mile-long segment. The 85th percentile speed is 47 mph and would
normally justify a 45-mph posted speed limit. This segment in the westbound direction
has a horizontal 45-mph curve speed just prior to entering a 25-mph zone immediately
west of Desert Club, and then a 20-mph design speed upon entering the roundabout at
Avenida Bermudas. There is also a very active fire station on the corner of Desert Club
and Avenue 52. With the high concentration of bicycles and pedestrians (the segment
has bike lane presence along the entire corridor), a 5 mph reduction can be applied. It is
recommended to better maintain uniformity among segments that the speed limit be
posted at 40 mph for the above reasons. This recommendation falls within the limitations
requiring the recommendation be no more than 12.4 mph under the 85th percentile speed.
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Dune Palms Road between Miles Avenue and Blackhawk Way
DATE: 1/6/26 TIME: 7:00 a OBSERVER: Steve Libring LOCATION: 63
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) S/B N/B Notes
1. Horizontal No No
2. Vertical Yes Yes Crest Vert. Curve
3. Superelevation (%)None None
4. Shoulder Conditions (paved or unpaved)Paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
At-Grade At-Grade Driveways on east
side at school
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalks on both
sides
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential, school,
office
Residential, school
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets TS at Westward Ho,
Desert Crest, Miles
10. Pavement Condition
(good, satisfactory, poor)
Satisfactory Satisfactory
11. Truck Traffic (heavy, moderate, light)Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes with bike lane 2 lanes 4 lanes, divided with
a painted median
13. Street Width and Alignment
(width, feet – straight or curved)
63’
14. Street Length 1.00 mi
15. Average Daily Traffic
3,461 4,795 8,256 total
Collected on
11/03/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting
No Yes Lighting only on
East side from
Westward Ho to
Miles and at traffic
signal locations
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Dune Palms Road between Miles Avenue and Blackhawk Way
LOCATION: 63
Direction Bi-directional X Northbound *
Eastbound *
x Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement Desert Stream
Date of Radar Measurement 1/6/2026
Time of Radar Measurement (24 hour) 12:55 pm – 1:35 pm
50%ile (mph) 85%ile (mph) 40 44
10 mph Pace (% of Vehicles) 37 – 46 (78%)
Average Speed (mph) 40
Number of Samples Observed 100
Posted Limit (mph) 40 45
PART III: ACCIDENT RECORDS
Time Period Evaluated 10/1/2022 TO 9/30/2025
Number of
Accidents Midblock 0
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.44 per MVM
Actual 0.00 per MVM
PART IV: ADDITIONAL REMARKS
Rounding Down from 85th Percentile Speed
RECOMMENDED SPEED LIMIT 40 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
1/23/2026
TE 2933
Nicolle Spann Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 50 between Washington Street and Park Avenue
DATE: 1/6/26 TIME: 7:30a OBSERVER: Steve Libring LOCATION: 64
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical Yes Yes Crest Vert. Curve
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved)
Paved Paved ±2000’ of unpaved
section on South
side
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
None None No driveways
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No No sidewalks
present for ±500’ on
North and ±2000’ on
South
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential, vacant, 2
schools
Residential, vacant, 2
schools
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offset No offset TS @ Park & @
Washington
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes with bike lane 2 lanes 4 lanes divided by a
raised median with
bike lane on EB
13. Street Width and Alignment
(width, feet – straight or curved)
31’ 31’ 11’ raised median
14. Street Length 1.50 mi
15. Average Daily Traffic
3,399 3,516 6,915 total
Collected on
8/31/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No Yes, during school
hours
No parking allowed
on both sides,
except by school
19. Street Lighting Only at traffic signal
locations
Only at traffic signal
locations
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 50 between Washington Street and Park Avenue
LOCATION: 64
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement midway
Date of Radar Measurement 8/5/2025
Time of Radar Measurement (24 hour) 4:00 PM – 4:50 PM
50%ile (mph) 85%ile (mph) 46 50
10 mph Pace (% of Vehicles) 40-49 (72%)
Average Speed (mph) 46
Number of Samples Observed 103
Posted Limit (mph) 50
PART III: ACCIDENT RECORDS
Time Period Evaluated 10/1/2022 TO 9/30/2025
Number of
Accidents Midblock 1
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.44 per MVM
Actual 0.13 per MVM
PART IV: ADDITIONAL REMARKS
Land or Facility that Generates High Concentrations of Pedestrians and Bicyclists
RECOMMENDED SPEED LIMIT 40 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
1/23/2026
TE 2933
Nicolle Spann Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 50 between Park Ave and Jefferson Street
DATE: 1/6/26 TIME: 6:00a OBSERVER: Steve Libring LOCATION: 65
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Paved Buffered bike/cart
lanes both sides
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
None None No driveways
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalks present
both sides
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential Residential, vacant
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offset TS @ Park & @
Jefferson
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes with buffered
bike/cart lane
2 lanes with buffered
bike/cart lane
4 lanes divided by a
raised median with
bike/cart lanes on
both sides
13. Street Width and Alignment
(width, feet – straight or curved)
31’ 31’ 11’ raised median
14. Street Length 1.50 mi
15. Average Daily Traffic
3,399 3,516 6,915 total
Collected on
8/31/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No Some blockage during
school arrival and
dismissal
No parking allowed
on both sides
19. Street Lighting Only at traffic signal
locations
Only at traffic signal
locations
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 50 between Park Ave and Jefferson Street
LOCATION: 65
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement midway
Date of Radar Measurement 11/22/25
Time of Radar Measurement (24 hour) 2:00 PM – 3:00 PM
50%ile (mph) 85%ile (mph) 46 50
10 mph Pace (% of Vehicles) 42-51 (73%)
Average Speed (mph) 45
Number of Samples Observed 121
Posted Limit (mph) 50
PART III: ACCIDENT RECORDS
Time Period Evaluated 10/1/2022 TO 9/30/2025
Number of
Accidents Midblock 0
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.44 per MVM
Actual 0.00 per MVM
PART IV: ADDITIONAL REMARKS
To maintain uniformity among adjacent segments, school proximity
RECOMMENDED SPEED LIMIT 45 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
1/23/2026
TE 2933
Nicolle Spann Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 50 (EB) between Jefferson Street and Madison Street
DATE: 1/6/26 TIME: 5:40am OBSERVER: Steve Libring LOCATION: 66
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) W/B E/B Notes
1. Horizontal No
2. Vertical Yes Crest Vertical Curve
3. Superelevation (%) None
4. Shoulder Conditions (paved or unpaved) Paved/unpaved Unpaved after
Retail Stores
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
Dustpan Driveways on both
sides
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
Yes, pedestrians in
roadway during events
No sidewalk after
retail stores. Horse
trail south side.
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential Retail on W/B by
Jefferson St
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offset TS @ Jefferson St
and @ Madison St
10. Pavement Condition
(good, satisfactory, poor)
Poor Good on W/B side
11. Truck Traffic (heavy, moderate, light) Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes divided with
painted two way left
turn lane and raised
median
13. Street Width and Alignment
(width, feet – straight or curved)
28’ Street is wide by
Jefferson St
14. Traffic Flow Characteristics
(heavy, moderate, light)
Light
15. Uniformity with the Community
(yes or no)
Yes
16. Heavy On-Street Parking Turnover
(yes or no)
No No parking allowed
17. Street Lighting Only at traffic signal
locations
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 50 (EB) between Jefferson Street and Madison Street
LOCATION: 66
Direction Bi-directional Northbound *
X Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement Midway
Date of Radar Measurement 1/6/2026
Time of Radar Measurement (24 hour) 12:15 PM to 12:50 PM
50%ile (mph) 85%ile (mph) 47 51
10 mph Pace (% of Vehicles) 43-52 (73%)
Average Speed (mph) 47
Number of Samples Observed 100
Posted Limit (mph) 45 (WB) 50 (EB)
PART III: ACCIDENT RECORDS
Time Period Evaluated 10/1/2022 to 9/30/2025
Number of
Accidents Midblock 0
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.55 per MVM
Actual 0.00 per MVM
PART IV: ADDITIONAL REMARKS
To maintain uniformity among adjacent segments, match City of Indio 45 mph (WB) on Ave 50
RECOMMENDED SPEED LIMIT 45 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
1/23/2026 TE 2933
Nicolle Spann Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 52 between Desert Club Drive and Washington Street
DATE: 1/6/26 TIME: 6:15a OBSERVER: Steve Libring LOCATION: 67
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) W/B E/B Notes
1. Horizontal No No Horizontal Curve
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
None None
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Buffered bike /golf
cart lanes added
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential mixed w/
commercial
Park/playground and
Fire Station
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets No offsets Signals at Desert
Club, Washington
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes merging to 1
lane with a bike/golf
cart lane
2 lanes with a
bike/golf cart lane
Bike/golf cart lanes
on both sides
13. Street Width and Alignment
(width, feet – straight or curved)
32’ 32’ 76’ total w/ 12’
raised median
14. Street Length 0.12 mi
15. Average Daily Traffic
14,736 total
Collected in 2014
16. Traffic Flow Characteristics
(heavy, moderate, light)
Moderate Moderate
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting None except at signal
locations
None except at signal
locations
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 52 between Desert Club Drive and Washington Street
LOCATION: 67
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement midblock
Date of Radar Measurement 1/6/26
Time of Radar Measurement (24 hour) 8:45 am to 9:30 am
50%ile (mph) 85%ile (mph) 43 47
10 mph Pace (% of Vehicles) 40-49 (81%)
Average Speed (mph) 43
Number of Samples Observed 135
Posted Limit (mph) 50
PART III: ACCIDENT RECORDS
Time Period Evaluated 10/1/2022 TO 9/30/2025
Number of
Accidents Midblock 2
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.44 per MVM
Actual 0.12 per MVM
PART IV: ADDITIONAL REMARKS
To maintain uniformity among adjacent segments, bike and pedestrian concentration
RECOMMENDED SPEED LIMIT 40 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
1/23/2026
TE 2933
Nicolle Spann Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 52 (EB) between Madison Street and Monroe Street
DATE: 1/6/26 TIME: 5:25a OBSERVER: Steve Libring LOCATION: 68
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Un-Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
None At-Grade Driveways on North
side
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No Yes, during events
peds use dirt shoulder
Sidewalk on South
side only
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential Residential, Polo
Grounds
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offset Stops @ Madison
St & Monroe St
10. Pavement Condition
(good, satisfactory, poor)
Very Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes with a
buffered bike/cart
lane
2 lanes with no bike
lanes
4 lanes divided with
raised median and
bike lane EB only
13. Street Width and Alignment
(width, feet – straight or curved)
33’ 27’ 15’ raised median,
bike/cart lane on
E/B side only
14. Street Length 1.00 mi
15. Average Daily Traffic
5,272 4,725 9,997 Total
Collected on
10/19/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking on bike
lane posted
19. Street Lighting None except at
Madison signal
None, except at
Madison signal
none
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 52 (EB) between Madison Street and Monroe Street
LOCATION: 68
Direction Bi-directional Northbound *
x Eastbound *
Southbound *
X Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement Meriweather
Date of Radar Measurement 1/6/26
Time of Radar Measurement (24 hour) 11:15 AM to Noon
50%ile (mph) 85%ile (mph) 48 52
10 mph Pace (% of Vehicles) 43-52 (74%)
Average Speed (mph) 48
Number of Samples Observed 101
Posted Limit (mph) 50 45
PART III: ACCIDENT RECORDS
Time Period Evaluated 10/1/2022 - 9/30/2025
Number of
Accidents Midblock 0
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.44 per MVM
Actual 0.00 per MVM
PART IV: ADDITIONAL REMARKS
Rounding Down
RECOMMENDED SPEED LIMIT 45 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
1/23/2026
TE 2933
Nicolle Spann Date State Registration Number
DATE:01/06/26 DAY:Tuseday TIME PERIOD:12:55pm 1:35pm
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): Miles and Blackhawk
65 0 0 0
64 0 0 0 OBSERVATION POINT:Desert Stream
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 X 0 1 1
48 X X 0 2 2
47 0 0 0
46 X 0 1 1
45 X X X X 0 4 4
44 X X X X X 0 5 5
43 X X X X X X 0 6 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X X X X X X X X X X X X X X 0 16 16
41 X X X X X X X X X X X X 0 12 12
40 X X X X X X X X X X X X X X X 0 15 15 85TH %:N/A 44 44 M.P.H.
39 X X X X X X X X 0 8 8
38 X X X X X X 0 6 6 50TH %:N/A 40 40 M.P.H.
37 X X X X X 0 5 5
36 X 0 1 1 15TH %:N/A 35 35 M.P.H.
35 X X X X 0 4 4 *
34 X X 0 2 2 *10 MPH PACE:N/A 37 - 46 37 - 46 M.P.H.
33 X X X 0 3 3 *
32 X 0 1 1 P % IN PACE:N/A 78%78%
31 X X X X 0 4 4 A
30 0 0 0 C % OVER PACE:N/A 6%6%
29 X 0 1 1 E
28 0 0 0 *% UNDER PACE:N/A 16%16%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:N/A 40 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:N/A 20 20
23 0 0 0
22 0 0 0 STANDARD DEVIATION:N/A 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:N/A 0.20 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:N/A 0.44 0.44 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
0 100 100
DUNE PALMS
RADAR
CITY OF LA QUINTA
Libring
Cloudy
Dry
Good
TO
W:\WE-CA\La Quinta, City of\113657 - La Quointa E&T Surveys 2024\E&T Update- January 2026\Data & Field Sheets\Radar\Dune Palms - Miles to Blackhawk
DATE:08/05/25 DAY:Tuesday TIME PERIOD:4:00 PM 4:50 PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND WB EB VEHICLES LIMITS (BTN): Washington and Park
65 0 0 0
64 0 0 0 OBSERVATION POINT:At flood control channel
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:50 MPH OBSERVER:
60 0 0 0
59 X 1 0 1 COMMENTS:new speed limit WEATHER:
58 X X 1 1 2
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X X X X 2 2 4 DATA COLLECTION METHOD:
52 X X X 2 1 3
51 X X X X 0 4 4
50 X X X X X 5 0 5
49 X X X X X X X X 3 5 8
48 X X X X X X 3 3 6
47 X X X X X X 2 4 6
46 X X X X X X X X X X X X X 7 6 13
45 X X X X X X X X X X X 7 4 11
44 X X X X X X X 2 5 7
43 X X X X X X X 3 4 7 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 2 3 5
41 X X X X 3 1 4
40 X X X X X X X 4 3 7 85TH %:50 51 50 M.P.H.
39 X X X X 1 3 4
38 X X X 2 1 3 50TH %:45 46 46 M.P.H.
37 X 1 0 1
36 X 1 0 1 15TH %:40 41 40 M.P.H.
35 0 0 0 *
34 0 0 0 *10 MPH PACE:41 - 50 42 - 51 40 - 49 M.P.H.
33 0 0 0 *
32 0 0 0 P % IN PACE:71%75%72%
31 0 0 0 A
30 0 0 0 C % OVER PACE:12%10%19%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:17%16%9%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:46 46 46 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:24 19 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION:5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.47 0.37 0.21
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.69 0.61 0.46 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
52 51 103
Avenue 50
RADAR
CITY OF LA QUINTA
LIBRING
CLEAR, SUNNY
DRY
GOOD
TO
W:\WE-CA\La Quinta, City of\113657 - La Quointa E&T Surveys 2024\E&T Update- January 2026\Data & Field Sheets\Radar\- Ave 50 - Washington to Park
DATE:11/22/25 DAY:Saturday TIME PERIOD:2pm 3pm
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): Park to Jefferson
65 X 0 1 1
64 0 0 0 OBSERVATION POINT:Midway
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:50 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 X 1 0 1
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X X X 2 1 3
51 X X X X X X X 5 2 7
50 X X X X X 3 2 5
49 X X X X X X X X X X X X X X X 8 7 15
48 X X X X X X X X X 4 5 9
47 X X X X X X X X 5 3 8
46 X X X X X X X X X X X 7 4 11
45 X X X X X X X X X X X X 5 7 12
44 X X X X X X 3 3 6
43 X X X X X X X X 3 5 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X 3 4 7
41 X X X X X X 3 3 6
40 X X X X X 2 3 5 85TH %:51 49 50 M.P.H.
39 X 0 1 1
38 X X X X 0 4 4 50TH %:46 45 46 M.P.H.
37 X 0 1 1
36 X 0 1 1 15TH %:41 40 40 M.P.H.
35 0 0 0 *
34 X X X X X 5 0 5 *10 MPH PACE:42 - 51 40 - 49 42 - 51 M.P.H.
33 0 0 0 *
32 0 0 0 P % IN PACE:74%75%73%
31 0 0 0 A
30 X 0 1 1 C % OVER PACE:8%12%7%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:18%14%21%
27 X 1 0 1 *
26 0 0 0 *ARITHMETIC MEAN:46 45 45 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:32 28 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION:6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.52 0.48 0.25
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.72 0.70 0.50 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
62 59 121
RADAR
CITY OF LA QUINTA
Libring
Cloudy
Dry
Good
TO
AVENUE 50
W:\WE-CA\La Quinta, City of\113657 - La Quointa E&T Surveys 2024\E&T Update- January 2026\Data & Field Sheets\Radar\Ave 50 speed survey - Park to Jefferson
DATE:01/06/26 DAY:Tuseday TIME PERIOD:12:15pm 12:50pm
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): Jefferson to Madison
65 0 0 0
64 0 0 0 OBSERVATION POINT:Midway
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT:50 MPH OBSERVER:
60 0 0 0
59 X 1 0 1 COMMENTS:WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X 1 0 1 ROAD CONDITION:
54 X X 2 0 2
53 X X 2 0 2 DATA COLLECTION METHOD:
52 X X X X X X 6 0 6
51 X X X X X X X 7 0 7
50 X X X X X X 6 0 6
49 X X X X X X X 7 0 7
48 X X X X X X X X X X 10 0 10
47 X X X X X X 6 0 6
46 X X X X X X X X X X X 11 0 11
45 X X X X X X X X X X 10 0 10
44 X X X X X 5 0 5
43 X X X X X 5 0 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 5 0 5
41 X X X X 4 0 4
40 X X X X 4 0 4 85TH %:51 N/A 51 M.P.H.
39 X X 2 0 2
38 X X 2 0 2 50TH %:47 N/A 47 M.P.H.
37 0 0 0
36 0 0 0 15TH %:42 N/A 42 M.P.H.
35 0 0 0 *
34 0 0 0 *10 MPH PACE:43 - 52 N/A 43 - 52 M.P.H.
33 0 0 0 *
32 0 0 0 P % IN PACE:73%N/A 73%
31 0 0 0 A
30 X 1 0 1 C % OVER PACE:9%N/A 9%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:18%N/A 18%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:47 N/A 47 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:24 N/A 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION:5 N/A 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.24 N/A 0.24
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.49 N/A 0.49 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 0 100
RADAR
CITY OF LA QUINTA
Libring
Cloudy
Dry
Good
TO
AVENUE 50
W:\WE-CA\La Quinta, City of\113657 - La Quointa E&T Surveys 2024\E&T Update- January 2026\Data & Field Sheets\Radar\Ave 50 - Jefferson to Madison
DATE:01/06/26 DAY:Tuesday TIME PERIOD:8:45 AM 9:30 AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): Desert Club and Washington
65 0 0 0
64 0 0 0 OBSERVATION POINT:Midway
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:50 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X X 2 0 2
51 X X 1 1 2
50 X X X 1 2 3
49 X X X X X X 5 1 6
48 X X X X 2 2 4
47 X X X X X X X X 2 6 8
46 X X X X X X X X X X X 7 4 11
45 X X X X X X X X X X X X X X 8 6 14
44 X X X X X X X X X X 5 5 10
43 X X X X X X X X X X X X X X X 7 8 15 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X X X X X X X X X X X 10 7 17
41 X X X X X X X X X X X X X 6 7 13
40 X X X X X X X X X X X X 5 7 12 85TH %:48 47 47 M.P.H.
39 X X X 1 2 3
38 X X X X X X 4 2 6 50TH %:43 43 43 M.P.H.
37 X X X 2 1 3
36 X 0 1 1 15TH %:40 40 40 M.P.H.
35 X X X 1 2 3 *
34 0 0 0 *10 MPH PACE:40 - 49 39 - 48 40 - 49 M.P.H.
33 0 0 0 *
32 X 0 1 1 P % IN PACE:83%82%81%
31 0 0 0 A
30 0 0 0 C % OVER PACE:6%8%6%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:12%11%13%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:44 43 43 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:14 16 15
23 0 0 0
22 0 0 0 STANDARD DEVIATION:4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.20 0.24 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.45 0.49 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
69 66 135
RADAR
CITY OF LA QUINTA
LIBRING
CLEAR, SUNNY
DRY
GOOD
TO
Avenue 52
W:\WE-CA\La Quinta, City of\113657 - La Quointa E&T Surveys 2024\E&T Update- January 2026\Data & Field Sheets\Radar\Ave 52 between Desert Club and Washington
DATE:01/06/26 DAY:Tuseday TIME PERIOD:11:15 AM Noon
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN):Madison to Monroe
65 X 1 0 1
64 0 0 0 OBSERVATION POINT:Meriwether
63 X 1 0 1
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT:50 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 X X 2 0 2
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 X X X 3 0 3
53 X X X 3 0 3 DATA COLLECTION METHOD:
52 X X X X X X X 7 0 7
51 X X X X X X 6 0 6
50 X X X X X X X X 8 0 8
49 X X X X X X X X X X X X X X 14 0 14
48 X X X X X X X X 8 0 8
47 X X X X X X X X X 9 0 9
46 X X X X X X X X 8 0 8
45 X X X X X X X 7 0 7
44 X X X 3 0 3
43 X X X X X 5 0 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 2 0 2
41 X 1 0 1
40 X X X 3 0 3 85TH %:52 N/A 52 M.P.H.
39 X X 2 0 2
38 X X 2 0 2 50TH %:48 N/A 48 M.P.H.
37 X X 2 0 2
36 X 1 0 1 15TH %:43 N/A 43 M.P.H.
35 X 1 0 1 *
34 0 0 0 *10 MPH PACE:43 - 52 N/A 43 - 52 M.P.H.
33 0 0 0 *
32 0 0 0 P % IN PACE:74%N/A 74%
31 0 0 0 A
30 0 0 0 C % OVER PACE:12%N/A 12%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:14%N/A 14%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:48 N/A 48 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:28 N/A 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION:5 N/A 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.28 N/A 0.28
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.53 N/A 0.53 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
101 0 101
RADAR
CITY OF LA QUINTA
Libring
Cloudy
Dry
Good
TO
AVENUE 52
W:\WE-CA\La Quinta, City of\113657 - La Quointa E&T Surveys 2024\E&T Update- January 2026\Data & Field Sheets\Radar\Ave 52 - Madison to Monroe
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LA QUINTA )
I, MONIKA RADEVA, City Clerk of the City of La Quinta, California, do hereby certify the
foregoing to be a full, true, and correct copy of Ordinance No. 629 which was introduced
at a regular meeting on the 3rd day of February, 2026, and was adopted by the La Quinta
City Council at a regular meeting held on the 17th day of February, 2026, not being less
than 5 days after the date of introduction thereof.
I further certify that the foregoing Ordinance was posted on the City's website and in three
places within the City of La Quinta, as specified in the Rules of Procedure adopted by
City Council Resolution No. 2022-027.
A, Ci Clerk
City of La Quinta, California
DECLARATION OF POSTING
I, MONIKA RADEVA, City Clerk of the City of La Quinta, California, do hereby certify that
the foregoing ordinance was posted on the 18th day of February, 2026, pursuant to
Council Resolution.
MONIKA RAD VA, ity Clerk
City of La Quinta, California