2017 Engineering & Traffic Survey 2021 Amendment - Adams St, Caleo Bay Dr, Avenue 52 (Oct 20)ATTACHMENT 1
W'wi LLDAN
October 20, 2021
Mr. Bryan McKinney, P.E.
City Engineer
Public Works Department
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Subject: 2017 Engineering and Traffic Survey 2021 Amendment
Dear Mr. McKinney:
As requested, Willdan has completed a review of the recommended speed zones on three
segments in the City of La Quinta. The Engineering and Traffic Study dated January 5,
2017 is hereby amended to include the updated speed limits for these three segments
listed below that supersede the previous speed limit recommendations.
2 — Adams Street — Fred Waring Drive to Miles Avenue
23 — Caleo Bay Drive — Avenue 47 to Avenue 48
61 — Avenue 52 — Avenida Bermudas to Desert Club Drive
We are pleased to submit the enclosed recommendation and supporting documentation
for the above segments. The Engineering and Traffic Survey for the above segments
was 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,
WI LLDAN
Jeffrey Lau, P.E., T.E.
Traffic Engineer
Enclosure
QROfESS/
C.
No. 83887
OIVIV
OF cA\-\
611,
�o QR°FESSI pNq�
No. 2835
1/N FG
F OF cps\
Engineering and Planning 1 Energy Efficiency and Sustainability I Financial and Economic Consulting 1 National Preparedness and Interoperability
562.908.6200 1800.499.4484 1 fax: 562.695.2120 1 13191 Crossroads Parkway North, Suite 405, Industry, California 91746-3443 1 www.willdan.com
33
34
Table 1
Street Segments with Recommended Speed Changes
No
STREET
FROM
TO
POSTED
SPEEED
LIMIT
NEW
POSTED
SPEED
LIMIT
CHANGE
2
Adams Street
Fred Waring Drive
Miles Avenue
40
35
-5
23
Caleo Bay Drive
Avenue 47
Avenue 48
30
25
-5
61
Avenue 52
Avenida Bermudas
Desert Club
Drive
Not
posted
35
Post limit
Segment
Table 2
Speed/ Collision Data Summary Table
Dist. Dir. 85% Mi.% in ADT
(Mi.) Speed Pace Pace Y
iiiiiiik
Accident Rate
Exp. Act.
Posted Prop.
Speed Speed Remark
Limit Limit
Adams Street
23
1
Caleo Bay Drive
Fred Waring Drive to
Miles Avenue
Avenue 47 to
Avenue 48
0.50
N/S
42
33-42
82%
0.54
Avenue 52
Avenida Bermudas
to Desert Club Drive
0.12
N/S
32
23-32
78%
8,353
1,914
E/W
38
30-39
81%
14,736
1.60
0.22
40
35
1.60
1.44
0.88
30
25
*
0.00
Not
posted
35
CA
MUTCD
OPTION 2
Page 2
2021 Engineering and Traffic Survey
City of La Quinta
35
36
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 #2 — Adams Street — Fred Waring Drive to Miles Avenue
This segment is currently posted at 40 mph and has 1 through lane and a golf cart lane
in each direction with an ADT of 8,353 vehicles per day. The adjacent land use is
residential with a park, a fire station, and a church. The critical speed is 42 mph and would
normally justify a 40 mph posted speed limit. However, due to midblock pedestrian
crossings and limited visibility of emergency vehicles existing the fire station that may not
be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that
the speed limit be posted at 35 mph for the above reasons.
Segment #23 — Caleo Bay Drive — Avenue 47 to Avenue 48
This segment is currently posted at 30 mph and has 1 through lane in each direction with
an ADT of 1,914 vehicles per day. The adjacent land use is residential and commercial.
The critical speed is 32 mph and would normally justify a 30 mph posted speed limit.
However, due to limited sight distance, horizontal curves with hidden driveways,
moderate bicycle traffic that shares the roadway, and midblock pedestrian crossings that
may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is
recommended that the speed limit be posted at 25 mph for the above reasons.
Page 3
2021 Engineering and Traffic Survey
City of La Quinta
37
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Adams Street
DATE: 4/20/21
between Fred Waring Drive and Miles Avenue
TIME: 9:45a
OBSERVER: Steve Libring
LOCATION: 2
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no)
N/B
S/B
Notes
1. Horizontal
No
Yes
Fire station
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
Yes
Fire station &
church driveways
on west side
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No
No
Recent golf cart
lanes added, peds
cross mid -block
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential, resort
resort
Church and Fire
station on west side
9. Intersection Spacing and Offsets
(spacing, feet -offsets, yes or no)
No offsets
Signals at Miles and
at Fred Waring
10. Pavement Condition
(good, satisfactory, poor)
Good
Good
11. Truck Traffic (heavy, moderate, light)
Light
Light
3 ton limit
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
1 lane with a buffered
bike/golf cart lane
1 lane with a buffered
bike/golf cart lane
Bike/golf cart lanes
on both sides
13. Street Width and Alignment
(width, feet — straight or curved)
32'
32'
64' total w/ 12'
painted median
14. Street Length
0.5 mi
15. Average Daily Traffic
3,988
4,365
8,353 total
Collected on 9/1/16
16. Traffic Flow Characteristics
(heavy, moderate, Tight)
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
No
38
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Adams Street between Fred Waring Drive and Miles Avenue
P
LOCATION: 2
Direction
Bi-directional
0 Northbound *
0 Eastbound *
0 Southbound *
0 Westbound *
►RT II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
s/o La Palma
Midblock
1
Date of Radar Measurement
4/20/21
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year
Time of Radar Measurement (24 hour)
9:45 am to 10:25 am
Actual
50%ile (mph)
85%ile (mph)
38 42
10 mph Pace (% of Vehicles)
33-42 (82%)
Average Speed (mph)
38
Number of Samples Observed
111
Posted Limit (mph)
40
PART III: ACCIDENT RECORDS
Time Period Evaluated
1/1/2018 TO 12/31/2020
Number of
Accidents
Midblock
1
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year
1.60 per MVM
Actual
0.22 per MVM
PART IV: ADDITIONAL REMARKS
Conditions not Readily Apparent
RECOMMENDED SPEED LIMIT
35 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, 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. 1 am duly registered in the State of California as a
Professional Engineer (Traffic).
effrey Lau
IO,I2o /2o2
Date
TE 2835
State Registration Number
39
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Caleo Bay Drive
DATE: 3/23/21
between Avenue 47
TIME: 10:30a
and Avenue 48
OBSERVER: Steve Libring
LOCATION: 23
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no)
N/B
S/B
Notes
1. Horizontal
Yes
Yes
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
Yes
Dustpan driveways
on west side
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No
No
Recent golf cart
lanes added
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential
Commercial
9. Intersection Spacing and Offsets
(spacing, feet -offsets, yes or no)
No offsets
Stop sign at Avenue
48 and at Avenue
47
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)
1 lane with a bike/golf
cart lane
1 lane with a bike/golf
cart lane
13. Street Width and Alignment
(width, feet — straight or curved)
20'
20'
40' total w/no LT
lanes, curved
14. Street Length
0.54 mi
15. Average Daily Traffic
1,300
614
1,914 total
Collected on 9/1/16
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
No
40
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Caleo Bay Drive between Avenue 47
P
and Avenue 48
LOCATION: 23
Direction
Bi-directional
❑Northbound *
❑ Eastbound *
❑ Southbound
0 Westbound *
RT I1: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
n/o and s/o Lake La
Quinta
Midblock
1
Date of Radar Measurement
3/23/21
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year
Time of Radar Measurement (24 hour)
10:30a to 11:15a
Actual
50%ile (mph) 85%ile (mph)
28 32
10 mph Pace (% of Vehicles)
23-32 (78%)
Average Speed (mph)
28
Number of Samples Observed
100
Posted Limit (mph)
30
PART III: ACCIDENT RECORDS
Time Period Evaluated
1/1/2018 TO 12/31/2020
Number of
Accidents
Midblock
1
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year
1.60 per MVM
Actual
0.88 per MVM
PART IV: ADDITIONAL REMARKS
Conditions Not Readily Apparent
RECOMMENDED SPEED LIMIT
25 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, 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 Engines raffic).
la 21)/ jo2.1 TE 2835
Jeffrey Lau Date State Registration Number
41
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 52
between Avenida Bermudas and Desert Club Drive
LOCATION: 61
Direction
Bi-directional
0 Northbound *
0 Eastbound *
0 Southbound *
0 Westbound *
RT II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
midblock
Midblock
0
Date of Radar Measurement
10/4/21
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year
Time of Radar Measurement (24 hour)
6:40 am to 7:15 am
Actual
50%ile (mph)
85%ile (mph)
35 38
10 mph Pace (% of Vehicles)
30-39 (81%)
Average Speed (mph)
35
Number of Samples Observed
100
Posted Limit (mph)
Not posted
PART III: ACCIDENT RECORDS
Time Period Evaluated
1/1/2018 TO 12/31/2020
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
California MUTCD Option 2
RECOMMENDED SPEED LIMIT
35 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, 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 T . ffic).
Io 20 / 2°2 TE2835
e rey Lau Date State Registration Number
42
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 52
DATE: 10/4/21
between Avenida Bermudas
TIME: 6:40a
and Desert Club Drive
OBSERVER: Steve Libring
LOCATION: 61
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no)
W/B
E/B
Notes
1. Horizontal
No
No
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
Recent 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
Signals at Desert
Club, roundabout at
Avenida Bermudas
10. Pavement Condition
(good, satisfactory, poor)
Good
Good
11. Truck Traffic (heavy, moderate, Tight)
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, Tight)
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
No
No
43
44
CITY OF LA QUINTA
FOR ROADWAY: ADAMS STREET
DATE: 04/20/21 DAY: Tuesday TIME PERIOD: 9:45 AM TO 10:25 AM
SPEED
(MPH)
TOTAL VEHICLES SURVEYED
NORTHBOUND+SOUTHBOUND
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
NB
0
0
SB
TOTAL
VEHICLES
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
X
X
0
0
0
0
0
0
0
0
0
0
0
X
X
X
0
0
0
0
0
0
0
0
0
0
0
0
X
X
X
X
X
0
2
0
2
0
4
0
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
4
6
10
3
4
5
4
6
6
7
10
11
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5
2
8
4
13
6
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
4
4
6
6
2
0
3
5
4
2
2
2
0
7
9
10
8
4
2
X
X
X
2
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
53 I 58
0
111
LIMITS (BTN): Fred Waring Drive to Miles Avenue
OBSERVATION POINT: s/o La Palma
POSTED SPEED LIMIT:
COMMENTS:
40 MPH OBSERVER: LIBRING
Playground 25 WEATHER: SUNNY
MPH 6am - 10pm
ROAD SURFACE: DRY
pedestrians
crossing midblock ROAD CONDITION: GOOD
golf carts DATA COLLECTION METHOD: RADAR
NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
85TH %: 42 42 42 M.P.H.
50TH %: 38 38 38 M.P.H.
15TH %: 33 34 33 M.P.H.
*
' 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H.
P % IN PACE: 81% 83% 82%
A
C % OVER PACE: 11% 7% 9%
* E
% UNDER PACE: 8% 10% 9%
* ARITHMETIC MEAN: 38 38 38 M.P.H.
SAMPLE VARIANCE: 26 17 21
STANDARD DEVIATION: 5 4 5 M.P.H.
VARIANCE OF THE MEAN: 0.49 0.29 0.19
STD. ERROR OF THE MEAN: 0.70 0.54 0.44 M.P.H.
\\irv-vdil-fs1\shares\redirection\NSpann\Downloads\RADAR FORM - Adams north of Miles 4-20-21
v1
45
CITY OF LA QUINTA
DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 10:30AM TO 11:15AM
FOR ROADWAY: CALEO BAY DRIVE
SPEED
(MPH)
TOTAL VEHICLES SURVEYED
NORTHBOUND+SOUTHBOUND
NB
SB
TOTAL
VEHICLES
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
X
0
0
0
0
0
0
0
X
0
0
0
0
0
0
0
0
0
0
X
0
x
0
X
X
X
X
X
X
X
X
0
0
0
2
3
3
6
X
X
2
X
X
X
X
X
3
2
5
X
X
X
X
2
2
4
X
X
X
X
X
X
X
X
2
6
8
X
X
X
X
X
X
X
X
X
X
X
X
X
6
7
13
X
X
X
X
X
X
X
X
X
X
X
X
8
4
12
X
X
X
X
X
X
X
X
X
X
X
X
X
X
7
7
14
X
X
X
X
X
4
5
X
X
X
X
X
X
X
5
2
7
X
X
X
X
X
3
2
5
X
X
X
X
X
2
3
5
X
X
X
2
3
X
X
X
2
3
0
0
0
0
0
0
X
0
0
0
0
0
0
0
0
50
50
100
P
A
C
E
LIMITS (BTN): Avenue 47 and Avenue 48
OBSERVATION POINT: n/o and s/o Lake La Quinta
POSTED SPEED LIMIT: 30 MPH OBSERVER: LIBRING
COMMENTS: Conditions not WEATHER: SUNNY
readily apparent
include: ROAD SURFACE: DRY
1. limited sight
distance ROAD CONDITION: GOOD
2. horizontal curves
w/ driveways DATA COLLECTION METHOD: RADAR
3. bikes share the
road 2 segments
4. midblock ped
crossings
NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
85TH %: 32 32 32 M.P.H.
50TH %: 28 28 28 M.P.H.
15TH %: 24 24 24 M.P.H.
10 MPH PACE: 23 - 32 23 - 32 23 - 32 M.P.H.
% IN PACE: 78% 78% 78%
% OVER PACE: 14% 14% 14%
% UNDER PACE: 8% 8% 8%
ARITHMETIC MEAN: 28 28 28 M.P.H.
SAMPLE VARIANCE: 23 17 20
STANDARD DEVIATION: 5 4 4 M.P.H.
VARIANCE OF THE MEAN: 0.45 0.35 0.20
STD. ERROR OF THE MEAN: 0.67 0.59 0.45 M.P.H.
I:\108162 - La Quinta TE Services\400-Traffic\E&T Amendment 2021\404-E&T Forms\RADAR FORM - Caleo Bay
46
CITY OF LA QUINTA
FOR ROADWAY: AVENUE 52
SPEED
(MPH)
TOTAL VEHICLES SURVEYED
EASTBOUND+WESTBOUND
EB
WB
TOTAL
VEHICLES
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
X
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DATE: 10/04/21 DAY: Monday TIME PERIOD: 6:40AM TO 7:15AM
LIMITS (BTN): Avenida Bermudas and Desert Club Drive
OBSERVATION POINT: midblock
POSTED SPEED LIMIT: not posted OBSERVER: LIBRING
COMMENTS: 25 MPH from WEATHER: SUNNY
6am to lOpm
playground ROAD SURFACE: DRY
signal removed ROAD CONDITION: GOOD
at Ave. Bermudas
new roundabout DATA COLLECTION METHOD: RADAR
0
0
0
0
0
0
X
X
x
0
1
EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
X
1
0
2
X
X
X
X
X
3
2
5
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6
X
X
X
X
X
X
X
X
X
X
X
6
8
14
5
11
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5
4
4
4
9
8
X
X
X
X
X
X
X
X
X
X
X
X
8
4
12
X
X
X
2
3
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5
5
4
9
6
X
X
X
X
4
0
4
X
X
1
2
X
X
X
X
X
X
X
X
X
2
3
0
2
2
0
4
5
0
X
X
X
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
A
C
•
E
85TH %: 38 38 38 M.P.H.
50TH %: 34 36 35 M.P.H.
15TH %: 30 29 30 M.P.H.
10 MPH PACE: 30 - 39 32 - 41 30 - 39 M.P.H.
% IN PACE: 85% 78% 81%
% OVER PACE: 2% 4% 5%
% UNDER PACE: 13% 18% 14%
ARITHMETIC MEAN: 34 35 34 M.P.H.
SAMPLE VARIANCE: 15 24 19
STANDARD DEVIATION: 4 5 4 M.P.H.
VARIANCE OF THE MEAN: 0.27 0.54 0.19
STD. ERROR OF THE MEAN: 0.52 0.74 0.44 M.P.H.
55
45
100
l:\108162 - La Quinta TE Services\400-Traffic\E&T Amendment 2021\404-E&T Forms\RADAR FORM - Ave. 52 west of Desert Club
47
48
LEGEND:
SPEED LIMIT MPH
25
30
35
40
45
50
55
= CITY LIMITS
Fit is -mg
. is
`r ` ?••
I I I r, 1
e_--�� DARBY ROAD IrAnfl 11
MI?
■ I .�' C.ili' tfi,
'NCC s*1 �I X11, Y l_q
i ..,- ISI E_.., .� .�
1
N
,A •
•
l�.,II,•
�
�1�Vi1
w lI
1�
i.1i=-moi
w I E% i
mil= _4
INF
71..Lriwzge
�Iilll It 7Vq'T;MX '
1114111111I ;, �IIIII It, -L
411111111111111E
4111111111111III€,
W11111111111IIF''
\IIIIIIIIIII VIII
11111111111 111111
11111111r 11111
A11111111I 111P1
1
111111111111"111 :I
11111111111: VIII
'111111111111 III'
1111111IIIII Ir
11111111111►
IIIIIIIIP.
CALLE TECATE
CITY OF LA QUINTA
SPEED LIMITS
PREPARED OCTOBER 2021
AVENUE
%AM Noi
1-1
Z
N
AVENU
E 60
TE*y
ill 0-
W
Z
O
7
N.T.S. AVENUE 62
49
50