HomeMy WebLinkAbout12 - Corona del Mar Trial Lane DropAgenda Item No. 12
November 13, 2012
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
David A. Webb, Public Works Director/ City Engineer
949- 644 -3311, dawebb @newportbeachca.gov
PREPARED BY: Antony Brine, City Traffic Engineer
APPROVED:
TITLE: Corona del Mar Lane Merge Relocation Trial - Traffic Analysis
ABSTRACT:
On October 23, 2012, staff brought to the City Council the attached Staff Report outlining the
issues associated with the trial lane merge relocation on East Coast Highway at MacArthur
Boulevard. The trial is now complete, and the temporary lane striping and markings have
been removed per City Council's direction on only Recommendation No. 1 of the attached
staff report (Agenda Item No. 15). City Council also took an action to continue any further
discussion and recommendations on this Traffic Analysis item to their November 13, 2012
meeting.
RECOMMENDATIONS:
1. Conduct discussion of the Traffic Analysis report associated with the trial lane merge
relocation on East Coast Highway at MacArthur Boulevard per the attached October 23,
2012 staff report.
2. Find that the vehicular traffic congestion during the test period did increase at various
times as a result of moving the lane merge further to the west and recommend one of the
following actions:
a. Reject the proposed Entryway Concept Plan due to its negative impacts to traffic
circulation and direct that East Coast Highway be left in its original configuration.
b. Reject the Entryway Concept Plan as proposed due to its negative impacts to
traffic circulation and direct staff to explore modifying the current proposed Concept
Plan to remove just the existing on- street parking area between Begonia Avenue
and Carnation Avenue to accommodate additional parkway landscaping and
sidewalk between Acacia Avenue and Carnation Avenue.
c. Provide staff with an alternative direction. 1 of 33
Corona del Mar Lane Merge Analysis
November 13, 2012
Page 2
ENVIRONMENTAL REVIEW:
Staff recommends the City Council find the requirement for environmental review under the
California Environmental Quality Act ( "CEQA ") is satisfied by the discussion on and action
recommended earlier in this staff report.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of the
meeting at which the City Council considers the item). Additionally, notices of this report
have been forwarded to the CdM BID, CdM Residents Association and other concerned
parties.
Submitted by:
David A. Webb -
Public Works Director /City Engineer
Attachment: A — October 23, 2012 report
2 of 33
ATTACHMENT A
.�j CITY OF
NEWPORT BEACH
c'iirrinr cclity coun'O Staff Report
Agenda Item No. 15_
October 23, 2012
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
David A. Webb, Public Works Director
949 -644 -3311, dawebb @newportbeachca.gov
PREPARED IBY: Antony Brine, City Traffic Engineei
APPROVED:
-- N
TITLE: Corona del Mar Lane Merge Relocation Trial - Traffic Analysis
ABSTRACT:
On February 28, 2012, the City Council approved a concept plan for a Corona del Mar
Entryway Improvement Project. This proposed plan would relocate the existing eastbound
traffic lane merge (from three lanes to two lanes,) on East Coast Highway from Carnation
Avenue to Acacia Avenue, remove eight on- street parking spaces and construct a widened
sidewalk and new landscaping along the south side of East Coast Highway between Acacia
Avenue and Dahlia Avenue. As a result of many public concerns raised about increased
parking and traffic congestion impacts associated with the proposed concept plan, the City
Council included $25,000 in the 2012••13 Capital Improvement Budget for staff to set up and
monitor a temporary trial street striping and markings configuration reflecting the proposed
ultimate lane alignment. The trial was to determine if there would be any actual traffic or
parking issues, or capacity impacts associated with a change in the lane merge location. The
trial period is now complete.
RECOMMENDATIONS:
1. Direct staff to remove the temporary street striping and markings on East Coast Highway,
and return the eastbound traffic lane merge to its former configuration.
2. Find that the vehicular traffic congestion during the test period did increase at various
times as a result of moving the lane merge further to the west and recommend one of the
following actions:
a. Reject the proposed entryway Concept Plan due to its negative impacts to traffic
circulation and direct that East Coast Highway be left in its original configuration.
b. Reject the entryway Concept Plan as proposed due to its negative impacts to traffic
circulation and direct staff to explore modifying the current proposed Concept Plan
3 of 33
Corona del Mar Lane Merge Analysis
October 23, 2012
Page 2
to remove just the existing on- street parking area between Begonia Avenue and
Carnation Avenue to accommodate additional parkway landscaping and sidewalk
between Acacia Avenue and Carnation Avenue.
c. Provide staff with an alternative direction.
DISCUSSION:
On February 28, 2012, the City Council approved a Concept Plan for a Corona del Mar
Entryway Improvement that would relocate the existing eastbound traffic lane merge (from
three lanes to two lanes,) on East Coast Highway from Carnation Avenue to Acacia Avenue,
remove eight on- street parking spaces and construct a widened sidewalk and new
landscaping along the South side of East Coast Highway between Acacia Avenue and Dahlia
Avenue. Due to concerns raised by the community regarding possible negative impacts on
traffic and parking, the City Council funded and directed staff to install temporary street
striping and markings in the proposed ultimate lane configuration to determine if there would
be any actual traffic issues or capacity impacts associated with a change in the lane merge
location.
On June 26, 2012, temporary 36- inch -tall white "stick- down" delineators were installed
together with edge -line striping and advance signing to match the conceptual entryway plan.
The delineators were installed to replicate the curb -line of the proposed entryway project.
The trial lane merge was intentionally installed just prior to the start of July so that the peak
summer traffic could be observed and analyzed. The trial ran for a four month period ending
in October 2012. This test period has come to a close and staff would now like to return the
eastbound traffic lane merge on East Coast Highway to it original configuration, report the
findings of the test back to the City Council and other interested parties, and receive City
Council direction on how to precede with the proposed CdM Village entry improvements.
These findings are highlighted below.
Traffic Observations and Calculations
Staff frequently observed the traffic flow through field visits and by using the recently installed
Closed Circuit Television (CCTV) camera at the intersection. Observations began on
Saturday, June 30, and were continued during weekday working hours and on many of the
weekends during the four month test period. Occasionally photos of the intersection were
taken to document conditions. Copies of the photos are attached to the staff report.
In addition to the actual observations, and in an effort to quantify any potential impacts to the
change in the lane merge location, new traffic volume counts were collected during the test
period and compared to the most recent available traffic counts taken prior to the temporary
lane merge modification test. These traffic volume counts are attached to this report with a
summary of the daily traffic volume counts as follows:
Coast Highway
Wednesday May 16, 2012 - eastbound daily traffic volume = 25,527
Wednesday August 15, 2012 - eastbound daily traffic volume = 21,268
Saturday August 18, 2012 eastbound daily traffic volumes = 22,357
Tuesday March 16, 2010 — eastbound daily traffic volume = 25,052 4 of 33
Corona del Mar Lane Merge Analysis
October 23, 2012
Page 3
Wednesday May 7, 2008 — eastbound daily traffic volumes = 23,174
MacArthur Boulevard
Tuesday August 14, 2012 — southbound daily traffic volume = 14,979
Saturday August 18, 2012 — southbound daily traffic volume = 15,473
Tuesday March 31, 2009 — southbound daily traffic volume = 16,260
What these limited traffic counts suggest is that the eastbound daily traffic volumes for this
segment of Coast Highway were slightly lower in the summer months then in May of that
same year. This is important to note in this analysis because it would conclude, all other
factors being equal, that any observed increases in the eastbound traffic congestion
(between Avocado Avenue and MacArthur Boulevard) would have been associated with the
change in the lane merge location and not increased traffic. In addition to the daily traffic
volumes above, we also reviewed the hourly traffic volumes for comparison. We did find that
the weekday hourly traffic volumes on Coast Highway were in fact, also less for the summer
than for the spring. One would naturally expect that a reduction in traffic volumes would
reduce the length of the queue. If the eastbound queue on Coast Highway actually
lengthened between Avocado Avenue and MacArthur Boulevard, then the most logical
explanation would be that the change in the location of the lane merge had an effect on the
length of the queue.
Observations in the field and on CCTV support this hypothesis. During the mid -day peak
hours on the summer weekends in the test periods, traffic regularly backed up beyond
Avocado Avenue. During the spring months prior to the lane drop trial, staff observations did
not show a consistent back up to Avocado Avenue. In addition, introducing an additional
traffic signal (Coast Highway at Avocado Avenue) into the longer traffic queue only
exasperated the traffic flow through the area. Depending on where the driver is in the queue,
a driver could potentially stop at both signalized intersections whereas before they might only
stop at one signalized intersection (MacArthur Boulevard) on Coast Highway.
The data shows summer weekend peak hour traffic is greater than summer weekday peak
hour traffic. Staff observations are consistent with the collected data. The observed queue
length was less during the weekday peak hours. Although not in every signal cycle, the traffic
did occasionally back -up during the weekday peak hour test period extending beyond
Avocado Avenue.
The primary concern for southbound traffic on MacArthur Boulevard with the trial lane change
was that the left turning vehicles would be entering two lanes on Coast Highway instead of
three lanes. Having the third lane in the intersection allows for additional storage of left
turning vehicles between MacArthur Boulevard and Carnation Avenue. Depending on the
downstream traffic flow, this might cause added back -up on MacArthur Boulevard. Staff did
observe some southbound left turning vehicles blocking the intersection during the test
period. This type of back -up occasionally happened before the lane drop trial, although to a
lesser degree. Many residents use the 'outside" third lane to proceed to turn right onto
Carnation Avenue. For most signal cycles, there are anywhere from a few to over ten
residents making this right turning movement. Observations confirmed this lane merge
relocation test impacted the local residents who are using the existing third lane as a short
cut around southbound through traffic on Coast Highway.
5 of 33
Corona del Mar Lane Merge Analysis
October 23, 2012
Page 4
One last comment on traffic volumes. Recent studies and field counts throughout the County
over the past several years have indicated a general overall decrease in traffic volumes on
roads and freeways throughout the County. The leading explanation for this from
transportation experts like Caltrans and OCTA is that the recent and lingering economic
downturn has resulted in less travel or trips. The concern then would be as the economy
recovers and travel volumes again begin to pick up, any congestion resulting from this lane
merge relocation would worsen.
Another method used to measure traffic operation at an intersection is to calculate and rate
the capacity levels at the intersection. New traffic turning movement counts were collected
after the trial was installed and the capacity levels were calculated. These figures are
compared to the intersection capacity levels calculated using counts taken prior to the lane
drop installation. The results of capacity calculations are indicated as the Level -of- Service
(LOS). A calculated LOS of "A" means free flow traffic. A calculated LOS of "F" means the
intersection is failing. The General Plan allows for an LOS of "D" as acceptable. The
capacity calculation summary follows:
March 2012 (per previous lane configuration)
AM Calculated LOS = "B"
PM Calculated LOS = "B"
July 2009 (per previous lane configuration)
AM Calculated LOS = "C"
PM Calculated LOS = "B"
August 2012 (with lane drop trial)
AM Calculated LOS = "B"
PM Calculated LOS = "C
The calculated levels of service show essentially no changes in the LOS before and after the
trial lane drop. In all cases, the level of service is acceptable per the City General Plan
guidelines. As expected, the best way to analyze the potential for impacts associated with
this relocation of the lane merge is truly observational, and not by using calculated levels of
service.
Public Outreach and Survey Results
Prior to the installation of the trial lane merge, Public Information staff developed several
project- specific ways to reach the public and solicit comments. These outreach efforts
included a dedicated webpage, a detailed on -line survey, a project phone -in number and a
unique e-mail address. Additionally, a project information sign was installed in the sidewalk
near Dahlia Avenue with contact information for comments. A copy of the survey form used
is attached. The survey results for the key questions and a summary of the comments follow:
Survey Results. A total of 52 surveys were received. Of those, 41 surveys were for drivers
on Coast Highway and 11 surveys were for MacArthur Boulevard drivers.
o Rate your satisfaction driving through the test area:
26 very dissatisfied, 5 dissatisfied, 2 neutral, 2 satisfied, 16 very satisfied, 1 did not answer
C Did you experience a delay?
36 yes, 16 no 6 of 33
Corona del Mar Lane Merge Analysis
October 23, 2012
Page 5
• Did you attempt to park on Coast Highway?
41 no, 11 yes
• Did you attempt to enter the residential neighborhood?
27 yes, 25 no.
• If yes, what street were you turning right onto from Coast Highway?
Carnation = 15, Begonia = 9, Acacia = 3
• Rate your satisfaction with being able to make right turn:
19 very dissatisfied, 2 dissatisfied, 4 neutral, 2 satisfied, 4 very satisfied
• For bicyclists, rate your cycling experience through the lane drop area:
9 very dissatisfied, 0 dissatisfied, 1 neutral, 3 satisfied, 0 very satisfied
• What is your overall satisfaction with the lane drop test area?
24 very dissatisfied, 3 dissatisfied, 1 neutral, 2 satisfied, 15 very satisfied
• Would you support making this permanent?
18 yes, 33 no
E- Mails. In addition to the above survey input, the Public Works Department and Public
Information staff received thirty (30) individual a -mails from the public. The following are a
summary of the different comments from residents that fall into seven specific comments
which were similar from one e-mail to the next.
1. The back -up caused by the new lane drop has made it difficult to exit from Acacia Avenue
and Begonia Avenue to Coast Highway. Cars cannot get to the two left turn lanes on
Coast Highway to turn left to northbound MacArthur Blvd. (7 responses)
2. Traffic at the Avocado intersection is "gridlocked" through the intersection by the back-
up of cars from MacArthur Boulevard. (8 responses)
3. Turning left from MacArthur Boulevard to eastbound Coast Highway takes much longer
than it used to. (9 responses)
4. Traffic feels much more civilized since people have to merge well before the MacArthur
Boulevard intersection. (1 response)
5. The elimination of the parking on Coast Highway is shifting more parking into the
neighborhood. (5 responses)
6. The changes have caused some residents to shift to using Avocado Avenue.
(2 responses)
7. It is an improvement as it puts the merge lanes out of the Coast Highway at the
MacArthur Boulevard intersection. (2 responses).
7 of 33
Corona del Mar Lane Merge Analysis
October 23, 2012
Page 6
Temporary Removal of Street Parking
As part of the trial lane merge relocation project, a total of eight (8) parking spaces were
removed along the south side of East Coast Highway to determine if there would be any
actual observed parking issues. As this is a small number in the overall available parking in
the area, staff did not observe any real issues. Staff did receive five (5) emails stating that
the elimination of the parking on Coast Highway was shifting more parking into the
neighborhood.
With regard to the eight (8) existing parking spaces on the south side of East Coast Highway
that run through the MacArthur Boulevard intersection, staff recommends that these eight (8)
spaces ultimately not be replaced. Parking is not typically permitted within intersections for
safety reasons. It is recommended that staff look into relocating six (6) of the eight (8)
parking spaces onto Carnation Avenue, and that Carnation Avenue become a southbound
one -way street from Coast Highway to Fourth Avenue to accommodate this addition of on-
street parking. A location for the remaining two (2) parking spaces would still need to be
determined.
Other
Several other items should be discussed and taken into consideration as part of the review
and discussion. The first is that a previous short lane drop trial took place several years ago
which included the temporary installation of traffic cones with flashing arrow boards and
advance signing. For various reasons, the previous trial is not directly comparable to the
current lane drop trial. The previous installation was similar to typical traffic control set -up
such as one would expect when there is road construction work. The limits of the previous
trial did not match the limits of the current lane drop trial. The previous lane closure began at
Acacia Avenue and ended at MacArthur Boulevard. The intersection of MacArthur Boulevard
and Coast Highway remained fully open with no lost parking, and there was no change or
modification to the roadway condition on Coast Highway south of MacArthur Boulevard. For
that reason, the left turn movements from MacArthur Boulevard to Eastbound Coast Highway
were not impacted with the previous trial. Similarly, the right turn movements to Carnation
Avenue with the previous trial were not impacted. The previous trial closure did not show any
traffic flow impacts for southbound Coast Highway, however the previous trial was also not
set up during the summer months.
Another factor that comes into play when possibly reducing vehicular capacity on arterial
highways such as these is our cooperative agreement with the Orange County Transportation
Authority for participation and receipt of Measure M funding. In January of this year, staff
provided the Orange County Transportation Authority (OCTA) with a copy of the conceptual
entryway project plan and asked OCTA to provide their opinion regarding whether the project
would need an amendment to the Master Plan of Arterial Highways (MPAH). OCTA staff
expressed concern regarding any long -term reduction in capacity through this critical arterial.
The City has been advised that if we were to pursue the current conceptual plan as
proposed, we would need to process an amendment to the MPAH. This would most likely not
be the case should the City Council pursue a modified concept plan that removed just the
existing on- street parking area in order accommodate additional parkway landscaping.
8 of 33
Corona del Mar Lane Merge Analysis
October 23, 2012
Page 7
Conclusions
Based on field and CCTV observations by City Traffic staff, it is clear that the trial lane drop
along eastbound Coast Highway between Avocado Avenue and Dahlia Avenue negatively
impacts traffic flow during the summer months. The traffic counts and capacity calculations,
as well as resident comments support this analysis and conclusion as well. During non -
summer months, field and CCTV observations show that the weekday peak hour traffic flow
is less impacted than the summer. On southbound MacArthur Boulevard, the primary impact
is to those residents that turn right onto Carnation Avenue following the southbound left turn.
The results from the limited amounts of resident survey information are also consistent with
staff observations.
Staff recommends removal of the trial lane drop, and a return of the roadway to its original
configuration. Staff would next recommend that City Council provide direction on either
recommended action 2a, 2b or 2c as identified above.
Lastly staff recommends the City should ultimately relocate the eight (8) parking spaces on
the south side of East Coast Highway between Begonia Avenue and Carnation Avenue
(running through the intersection MacArthur Blvd. intersection) to improve the overall traffic
flow and safety of the intersection.
ENVIRONMENTAL REVIEW:
Staff recommends the City Council find the requirement for environmental review under the
California Environmental Quality Act ( "CEQA ") is satisfied by the discussion on and action
recommended earlier in this staff report.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of the
meeting at which the City Council considers the item). Additionally, notices of this report
have been forwarded to the CdM BID, CdM Residents Association and other concerned
parties.
Submitted by:
Public Works Director
Attachments: A. Plan Location Map
B. Conceptual Plan
C. Corona del Mar Traffic Study Survey
D. Traffic Counts
E. Photos
9 of 33
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Corona del Mar Traffic Study
Page 1 of 4
l'he City of Newport Beach is concluding a temporary traffic lane configuration on Cast
Coast Highway near MacArt'hUr Boulevard as a test- to determine how the change impact's
the flow of traffic.
We are soliciting comments from the community thirough this online survey.
Corona del Mar-Traffic, 15tudy
Name
L.,. _ ----------
__._.__......_... —__—
Email Address
Phone -__ Number
I - : _- -:-_i
Please tell us, are you a._:__ _
on what road were you traveling? ------
* What day of the week?
0 Sunday
O Monday
O Tuesday
0 wednesday
O Thursday
0 Friday
O Saturday
what time of day?
06 a.m. - 10 a.m.
O10 a.m. - 2 p.m.
0 2 p.m. - 6 P.M.
06 p.111. - 10 p.m.
Attachment C
13 of 33
corona del Mar TralTic Study Page 2 of
[)10 p.m. - 2 a.m. .
C) 2 a.m. - 6 a.m. SuUntil
* How would you rate your Satisfaction with driving through the fang modification test area? (scale of 1
-5, 5 means very satisfied, 1. means very dissatisfied)
(_) 5 - Very satisfied
04 - Satisfied
03 - Neutral
0 2 - Dissatisfied
01 - Very dissatisfied
Did you experience a traffic delay at an intersection? If yes, at what- intersection?
(Dyes C_)No
How long did you wait? More
l information
I— - -- — about the trial
Comments
Were the traffic signs and road markings fertile new lane configuration clear? project can be found
Oyes (.')No online at
If no, what was the reason? newportbeachca.flov /edfntnffic or by calling 949- 644 -3344,
-- - -- - - - -- -I Thank you for your participation.
Comments
a: Did you attempt to paric on Cast Coast Highway between Avocado & Carnation?
(_) Yes (_) No
NOW would you rate your satisfaction with being able to park in the lane modification test area? (scale
of 1 -5, 5 means very satisfied, 1 nneans very dissatisfied)
0 5 - Very satisfied
04 - Satisfied
(_) 3 - Neutral
0 2 - Dissatisfied
U 1 - Very dissatisfied
Attachment C
Comments
14 of 33
11 ,, I n 1n / I I
Corona del Mar Traffic Study
a, Did you attempt: f:o enter the residentaI neighborhood between Acacia and Carnation?
0 Yes 0 No
If yes, what street were VOL] turning right onto from East. Coast Mighway?
OAcacia 0 Begonia 0 Carnatlon
Page 3 ofA
flow world you rate you I' satisfaction with being able to make the rig ht 1:1.1111? (scale of 7. -5, 5 means
very satisfied, 1 means very dissatisfied)
(_)5 - Very satisfied
01 - satisfied
03 - NeutaI
0 2 - Dissatisfied
01 - Very dissatisfied
For bicyclists, how world you rate your cycling experience through the lane modification test area?
(scale of 1 -5, 5 means very satisfied, 1 means very dissatisfied)
0 5 - Very satisfied
0 4 - Satisfied
03 - Neub'aI
0 2 - Dissatisfied
01 - Very dissatisfied
* What is your overall satisfaction with the lane modification test area? (scale of 1 -5, 5 means very
satisfied, 1 means very dissatisfied)
05 - Very satisfied
04 - Satisfied
03 - Neutral
0 2 - Dissatisfied
C) 1 - Very dissatisfied
* Would You support making this a permaneMta0NnWf#Gn? * Indicates Response Required
15 of 33
Corona del IvIar'.I'raflic SCudy
C) Yes
ONO
Please sliare your general comments about Uie lane
Attachment C
Page 16 of 46
16 of 33
Attachement D
° Data File: D1204019 -�
17 of 33
Transportation Bf ulles, Cnc.
2640 Walnut Avenue, Sto
It
Tustin,
CA. 92780
Lecalkee
COASTFIIGRWAY
Site: E%VPORT ➢RAC
Segment:
MACART14UR OOUIRVARD
Dale: 05/16/12
Cliud:
: MY OF'NEWPORT
inlenal
130
WO
--
- Cou0slcJ
Day: Wednesday
Ocgin
AM PM
AM
PNI
AM
PM
12:00
32 10,1 418
1,675
52
137 372
1,606
84 241
790
3,281
12:15
26 422
34
420
60
842
12:30
20 413
26
406
46
819
12:45
26 422
25
403
51
830
01:00
13 61 438
1,713
30
64 332
1,697
43 125
820
3,410
01:15
18 450
13
420
31
870
01:30
18 379
13
479
31
858
01:45
12 446
8
416
20
862
02:00
5 30 394
1,626
12
29 459
1,739
17 59
853
3,365
02:15
9 416
9
376
.
18
792
'
02:30
10 462
,1
438
14
900
02:45
6 354
4
466
10
820
03:00
2 27 444
1,804.
2
21 462
1,877
4 48
906
3,681
03:15
7 440
8
449
IS
889
03:30
10 462
2
490
12
952
03:45
8 458
9
476
17
934
04:00
10 74 432
1,833
6
74 502
1,811
16 150
934
3,644
04:15
14 467
14
454
28
921
04:30
20 440
19
399
39
839
04:45
30 494
37
456
67
950
05:00
30 228 482
2,164
44
360 421
1,734
74 588
903
3,898
05:15
44 582
30
454
124
1,036
05:30
62 520
104
435
166
955
05:45
92 580
132
424
224
1,004
06:00
98 777 584
2,073
124
764 388
1,136
222 1,541
972
3,509
06:15
153 520
178
368
331
888
06:30
7.33 487
216
375
454
862
06:45
288 482
246
305
534
87
07:00
319 1,383 416
1A33
344
L,644 333
1,105
663 3,027
749
2,538
07:15
316 392
424
278
7,10
670
07:30
398 335
42.5
226
823
561
07:45
350 290
451
268
801
558
08:00
366 1,458 270
1,047
463.
1,905 255
971
829 3,363
525
2,018
05:15
370 270
475
242
845
512
0830
334 263
466,
234
S00
497
,08:45
388 244
501
240
889
484
09:00
372 1;451 192
824
381
1,614 201
868
753 3,065
393
1,692
09:15
380 246
460
200
840
446
09:30
352 194
388
231
740
425
09:45
347 192
385
236
732
428
10:00
355 1;459 1.60
498
359 1,432
199
645
714 2,891
359
1,143
10:15
358 135
345
158
703
293
J0:30
352 102
360
162
712
264
10:45
394 L0t
368
126
762
227
11:60
385 1,572 74
213
426 L,630
83
.315
811 3,202
157
528
11:15
382 56
426
106
808
162
11:30
394 49
380
SL
774
130
11:45
411 34
398
45
809
79
Tolnls
8,624 1003
9,676
15,804
18.300
32,707
SP1i190
47.1 51.7
52.9
48.3
Day ToUls
25;527
25,460
51,007
Day Splits
50.0
50.0
Peak Fleur
11:00 05:15
03:00
03:30
08:00
05:15
Volume
1,572 2,266
1,905
1,922
3,363
3,967
Paclor
0,96 0.97
0.95
0.96
0.95
0.96
Attachement D
° Data File: D1204019 -�
17 of 33
Location: : COAST JUGHWAY
Segment: : MAC ARTHUR BLVD
Client: : CITY NEWPORTBCH
inlervtd
Begin AM- ED
12;00
37
109
12:15
7.0
21,268
12:30
23
12:45
29
1:00
12
47
1:15
8
1;30
10
1:45
17
2:00
12
28
2:15
8
2:30
6
2:45
2
3:00
6
41
3:15
5
3:30
11
3:45
19
4:00
to
79
4:15
9
4;30
24
4 :45
36
5;00
36
208
5:15
30
5:30
60
5:45
82
6:00
86
659
6:15
135
6:30
188
6:45
250
7:00
210
987
7:15
246
7:30
243
7:4.5
288
8:00
258
1,058
8:15
274
8:30
270
8:45
256,
9:00
301
1;202
9:15
274
9:30
330
9:45
297
10:00
287
1,247
10:15
272
10:30
304
10:45
384
11:00
408
1,587
1l.•15
380
11:30
410
11:45
389
Totals 7,252
Peak.I-Iour 11:00
Volume
1,587
Factor
0.97
DayTotal
21,268
1'rausportatlon Studies, lice.
2640 Walnut Avenue, 81c H
Tustin, CA. 92780
PM- BB
389
426
432
399
408
362
372
383
378
40.8
392
324
349
401
348
353
348
382
360
365
364
434
408
370
404
411
369
396
368
290
296
244
267
182
184
170
234
158
17'2
120
135
82
106
75
66
54
51
27
14,016
12:15
1,665
0.96
1,525
1,502
1;151
1.455
1,576
1,580
1,198
803
684
398
198
Site:
NL+WPORTBCI -I
Date:
08/15/12
Day:
Wednesday
Attachement D
Data File: D1208019
18 of 33
Transportation 3L13dies, Ne.
2640 Walnut Avenue, Ste I-I
Tustin, CA. 92780
Location: : COAST 1-1RX-1WAY ,Site: NEWPORTRCH
Segment: : MAC ARTHUR BLYD Dim, 08/18/12
Client: : CITY NEWPORT BCH
I» teml Day: Saturday
Begin AM- BB )IM- EB
12:15
1/9
417
12:30
30
392
12;45
54
423
1:00
53
155
392
1,661
LIS
32
•123
1:30
34
418
1•r45
36
428
2:00
34
77
446.
1,803
2:15
16
460
2:30
17
446
2:45
10
451
3:00
8
22
344
1,474
3:15
7
390
3:30
3
392
3:45
4
3.18
4:00
12
74
395
1,567
4:15
13
356.
4:30
17
412
4:45
32
404
5:00
25
156
372
1,478
3:15
36
928
5:30
51
390
5:45
44
388
6:00
32
317
312
1,324
6:15
80
346
6:30
84
348
6:45
121
318
7:00
151
794
298
1,173
7;15
148
327
7:30
226
260
7N5
269
288
8:00
204
1,064
169
746
8:15
232
224
8;30
318
166
8:45
310
187
9:00
327
1,376
227
859
9:15
292
218
9:30
374
202
9:45
383
212
10:00
428
1,661
168
642
10:15
420
192
10:30
399
151.
10:45
414
131
11:00
395
106
181
•152
11:15
403
91
11:30
384
106
11.•45
424
'71
Totals 7,548 14,809
Peak Hour 10:00 2:00
Volume 1,661 1,803
Factor 0.97 0.98
DnyTolal 22,357
Attachement D
w Dam rile: D1208019
19 of 33
TI•nnspm4gliou Stnclies, Inc.
2680 Waluut Avcnuo, SuitO C
Tuslia, CA. 92,780
Location : COASTIiIGHWAY
Sitc: NGWPORTRCH
3c -.mcnl IvIACARTI IUR DOUL13VARD pate: 03/16/10
�licnf : CITY OF NEWPORT
HI3 WD ^ Combfned Day: 'Tuesday
AM PM AM PM AM 1'M
12:15
30
400
22
380
52
780
12:30
22
448
17
416
39
864
12:45
14
397
17
442
31
839
01:00
18 52
398
1,662
15 53
410
1,738
33 105
808
3,400
01:15
14
428
17
424
31
852
01:30
8
392
13
474
21
866
WAS
12
444
8
430
20
874
'
02:00
5 14
389
1,590
8 31
482
1,828
13 45
871
3,418
02:15
2
397
8
417
10
814
02:30
3
412
II
493
14
905
02:45
4
392
4
436
8
828.
03:00
4 27
432
1,788
4 22
414
1,834
8 49
876
3,622 '
03:15
2
444
3
454
5
893
••
03:30
10
454
7
462
17
916
03:45
II
458
8
474
19
932
04:00
10 61
484
1.913
8 58
455
L863
IR 119
939
3,776
04:15
13
470
10
492
23
962
04:30
8
448
18
468
26
916
04:45
30
511
7.7.
448
52
959
05:00
30 182
491
2,097
60 291
466
1,810
90 473
957
3,907
05:15
30
560
57
498
87
1,058
05:30
52
512
86-
436
138
948
05:45
70
534
88
410-
158
944
06:00
74 577
488
1,822
116 775
438
1,573
190 1352
926
3,400
06:15
110
504
162
400
-
272
904
06:30
183
424
239
374
422
798
06:45
210
406
258
366
468
772
(17,00
262 L131
452
1.740
272 1576
355
1,279
534 2,707
807
3,019
283
472
397
330
680
802
O,.oO
284
432
457
326
741
758
07:45
302
384
450
268
752
652
08:00
325 1,300
336
1,374
448 1,975
254
1,018
773 3,275
590
2;392
08:15
320
360
530
253
850
613
08:30
331
372
475
280
806
652
08.%15
324
306
522
231
846
537
09:00
326 1,349
290
900
456 1,725
292
1,183
782 3,074
582
2,083
09:15
322
228
446
298
768
526
09:30
374
206
411
276
785
482
09:45
327
176
412
317
739
493
10:00
328 1,401
158
536
337 1,421
351
1,202
665 2,822
509
1,738
10:15
35'2,
1'19
346
387
698
561
10:30
366
120
382
327
748
447
10:45
355
84.
356
137
711
221
11:00
378 1,550
72
210
386 1,550
108
339
764 3.100
180
549
11:15
394
52
384
86
778
138
11:30
411
40
370
75
781
115
11 :45
367
46
410
70
777
116
blals
7,741 17,311
9,574 17.273
17,315 34,584
loth%
44.7
50.1
55.3
49.9
)ay Totals 25,052
)a7 Splits 48.3
'enk Hour 11:00
1nlunle 1,550
'actor 0.94
26,847
51.7
51,899
05:00 08:15 03:45 08:15 04:45
2,097 1,983 1,889 3,284 3,922
0.94 0.94 0.96 0.97 0.93
Attachement D
20 of 33
n.m Pllr. 111002088
Trausl7orlatirul Sludiea, Tile.
26R0 Walnut Avenue, Suite C
'1'uslin. CA 92780
Lacalion : COAST HIGHWAY Silo: .NEWPORT
scumont MACMUTIUR BLVD Date: 05/07108
Client : CITY OF NEWPORT
Interval FB - "'-"'- WD - Ccmbincd Day: Wedncsday
Deein AM PM AM PM AM PM
12;15
22 V
344
„j
34 •"
374
56
719
23,174
12:30
24
380
46,960
23
382
49.3
47
762
12:45
17
345.
05:00
16
416
07:30
33
761
L439
01:00
12 48
351
1,437
17 45
385
1.620
29 93
736
3.057
01:15
11
376
12
392
'23
768
01:30
13
344
9
428
21
7 "12
01:45
12
366
8.
415
20
781
02:00
It 32
380
1.512.
9 34
436
1,663
17 66
816
3,175
02:15
10
375
11
384
21.
759
02:30
8
366
12
418
20
784
02;45
6
391
2
425
8
816
03:00
5 24
367
1,656
5 22
41S
1;829
to 46
SIS
3.485
03:15
6
429
3
417
9
845
03:30
4
453
10
486
14
939
03:45
9
408
f
478
13
896
04:00
R 58
459
1,725
12 68
442
1,658
20 126
901
3,333
04:15
S
394
9
456
17
850
0430
13
421
21
422
34
843
04:45
29
451
26
338
55
789
05:00
49 299
496
1,971
33 280
440
1.520
82 579
936
3,494
05:15
67
512
61
368
128
880
05:30
76
496
82
382
158
878
05:45
107
470
104
330
211
800
06;00
112 944
442
1,636
120 764
. 374
L231
232 1,708
816
2,867
06:15
200
444
149
285
349
729
06:30
264
382
200
312
464
694
06:45
368
369
296
260
664
628
07 :00
310 1,320
331
1,203
362 1.693
280
992
672 3,013
611
2,195
07:15
332
334
351
276
683
6,10
07:30
361
272
496
244
857
516
07:45
317
266
434
192.
901
458
08:00
354 1,329
232
911
528 1,923
176
912
882 3,252
413
1,623
08:15
314
219
505'
186
819
405
08:30
327
233
468
182
795
415
08:45
334
222
422
163
756
390
09:00
308 1.295
227
773
468 1,605
177
645
776 2,900
404.
1,418
09:15
322
208
364
170
686
378
09:30
326
176
375
154
701
330
09:45
339
162
398
144
737
306
10:00
328 1,344
126
451
332 1.420
140
539
660 2,764
266
990
10:15
350
112
366
148
716
260
10:30
329
119
330
141
658
266
10:45
338
94
392
110
730
204
11 :00
373 1,439
84
263
380 1,559
94.
293
753 2.998
178
556
11:15
326
72
377
63
703
135
11:30
374
70
394
80
758
150
11:45
366
37
4 I
56
784
93
SPINA
46.3
51.2
53.7
48.8
Dav'rotais
23,174
23,786
46,960
Day S011ts
49.3
50.7
Peak Hour
11:00
05:00
07:30
03:30
07:30
03:30
Volume
L439
1,974
2;013
1,862
3,359
3,576
Factor
0.96
0.96
0.95
0.96
0.95
0.95
Attachement D
21 of 33
Transportation Stnilies, .Lt,c,
2680 Walnut Avenuic, Suite
Tustin. CA. 92780
Lucidiun MACAl1THUR UOULCVARD Site: NEWPORT
Scemcnt. : S/O SAN MIGUEL DR Dam: 03/31/09
Client : CITY OF NEWPORT
Interval NB SR — "— Cantlined Day: Tuesday
Houin AM PM AM PM AM PM
12:15
12
264
20
254
32
518.
12:30
14
254.
12
270
26
524.
12:45.
16
276
-
11
222
27
498
01:00
8
26 256
1.098
6
27
284
997
14
53
540
2.U95
01: (5
8
294
9
240
17
534
01:30
6
284
7
246
13
530
01:45
4
264
5
227
9
491
'
02:00
3
8 271
1,199
4
16
272
1,105
11
24
543
2.304
02:15
2
304
2
269
4
572
02:30
3
313
fi
252
9
570
02:45
0
306.
4
313
d
" 619
03:00
5.
15 258
1,251
2
17
286
1,130
7
32
544
2,381
03:15
4
317
6
313
10
630
03:30
3
352
3
230
6
582
03:45
3
324
6
301
9
625
04:00
6
52 332
1,218
5
63
282
1,188
11
115
614
2:106
04:15
9
302
5
268
41
570
0,130
13
310
18
314
31
624
1
04:45
24.
274
35
324
59
598
i
05:00
33
200 317
1,089
24
177
308
1:108
57
377
625
2,497
05:15
40
267
36
334
76
601
05:30
53
250
SI
376
104
626
05:45
74
255
66
390
1,10
645
06:00
74
526 246
923
55
581
364
1.239
129
1,107
610
2,162
06:15
103
240
'106
348
209
588
06:30
157
223
174
278
331
501
06:45
192
21,$
246
249
438
463
1.
07:00
212
1,292 .224
766
1.96
883
259
BSS
408
2,175
483
1.621 !
07:15
342
192
224
208
566
400
J
07:30
376
181
220
186
596
367
WAS
362
169
2.13
202
605
371
08:00
400
1,488 168
594
292
1,025
164
643
692
2.513
332
1,237
08:15
384
136
230
165
6111
301
E.
08:30
358
160
235
152
593
312
08:45
346
130
268
162
614
292
09:00
288
1.049 126
436
293
6023
128
434
'581
2,072
254
R70
09:15
276
124
234
136
510
260
09:30
243
104
240
89
483
193
09:45
242
82
256
81
498
163
,
10:00
243
1,008 82
342
242
953
98
280
485
1;961
180
622
10:15
249
124
2.14
82
493
206
1
10:30
256
75
231
57
487
132
.. 4
10:45
260
61
236
43
496
104
I
11:00
210
919 54
173
236
1,008
27
112
•146
1.927
81
285
11:15
228
57
232
31
460
88
11:30
7,43
32
272
26
520
58
11:45
233
30
268
28
501
58
'Ponds
6,650
10,117
5,842
10.418
12,492
20,535
Sifli1%
53.2
49.3
46.8
50.7
'
Day 3b6ds
16.767
16.260
33,027
Day Splits
50.6
49.2
Peak Hour
07:30
03:15
WAS
05:30
08:00
05:00
_
Vohmte
1,522
025
1,035
1,478
2,513
2;497
Factor
0.95
0.94
0.88
0.95
0.91
0.97
Attachement D
r Data Pile: D090-1021 '— � - � �
22 of 33
Transnorlalioll Studies, I11c.
2040 Walnal Avenue, Ste 1-I
Tustin, CA. 92780
Location: :MAC ARTHUR f30ULEVARD Silc: NFWPORTBCf-I
SogmonB :HARBOR VIEW DRTO COAST I-IWY Date' 08/18112.
Clicut : CITY NEWPORT BCFl
Interval - Day: Saturday
Begin
AM- SB
Volume
PM- SB
Factor
12:00
36
108
304
1,174
12:15
34
286
12:30
20
308
12:45
18
276
1:00
20
64
328
1,209
1:15
12
298
1:30
18
307.
1:45
14
281
2:00
16
31
284
1,076
2:15
6
263
2:30
5
271
2:45
4
258
3:00
5
23
226
1,002
3:15
7
269
3:30
4
275
3:45
7
232
4 :00
6
49
215
1,022
4:15
9
234
4:30
11
250
'r-As
24
293
5:00
is
138
241
943
5:15
34
226
5:30
39
248
5:45
50
228
6:00
10
308
269
962
6:15
72
218
6:30
86
256
6:45
110
219
7:00
138
678
184
706
7:15
142
186
7:30
177
180
7:45
221
156
8:00
202
904
- 118
526
8:15
176
l60
8:30
272
134
8:45
254
114
9:00
240
.1,047
127
514.
9:15
2.14
137
9:30
270
132
9:45
293
118
10:00
288
1,134
110
378
10:15
274
98
10:70
284
78
WAS
288
92
11:00
288
1,222
62
255
11:15
304
66
11:30
318
62
11:45
312
_
65
,--
5,706 9,767
Pon]( HOOr
11:00 12:30
Volume
1,222 1,210
Factor
0.96 0.92
DayTotnl
15,473
Attachement D
23 of 33
Transportation studies, IInc,
2640 Walnut Amide, Ste H
Tustin, CA. 92780
Loealiou:
: MAC ARTHUR13OULPVARD
Site:
NCWPORTDCH
Sc.ulcnc
: HARBOR V113W DR TO COAST I-IWY
Datc:
08/1,1/12
Client:
: CITY NEWPORTBCH
12:30
Id
fnle"al
.�
Day:
Tuesday
Begin AM- SB PM- SD
12:00
IS
60
276
1,060
12:15
16
296
12:30
Id
266
12:45
15
222
1:00
6
31
242
932
h15
11
230
1:30
8
252
1:45
6
208
2:00
2
22
234
940
2:15
5
218
2:30
8
230
2.45
7
258
3:00
5
31
224
921
3:15
2 _
198
3:30
LO
243
3:45
14
256
4:00
10
47
232
L,014
4:15
5
250
4:30
to
268
4:45
22
264
5:00
24
172
272
1,298
5:15
28
351
5:30
54
345
5:45
66
330
6:00
69
544
319
1,161
6:15
103
312
6:30
152
268
6:45
220
262
7:00
206
820
227
855
7:15
195
232
7:30
180
216
7:45
239
I80
8:00
152
860
419
507
8:15
220
126
8:30
226
106
8:45
262
126
9:00
255
1,019
116
419
9:15
265
98
9:30
228
[to
9:45
271
95
10:00
246
965
68
244
10:15
234
68
1030
240
56
10:45
245
52
11:00
206
940
30
117
11:15
229
36
1130
243
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262
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Totals 5,511 9,468
Peak HOLM' 9:00 5:15
Volume 1,OL9 1,345
Factor 0.94 0.96
Dayl'otnl 14,979
Attachement D
Data rue: D12O8017
24 of 33
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CITY OF
NIL'E,VIGJ I➢IYJ 19j O R: WI B III C WJ NUJ
CgCIFORN�F City Council Staff Report
Agenda Item No.
November 13, 2012
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
David A. Webb, Public Works Director /City Engineer
949- 644 -3311, dawebb @newportbeachca.gov
PREPARED BY: Brad Sommers, Senior Civil Engineer
APPROVED:
TITLE: Resolution Supporting an Application by City of Costa Mesa for
OCTA Measure M2 Traffic Signal Synchronization Program for
Newport Boulevard Corridor Synchronization Project
ABSTRACT:
The City of Costa Mesa requested the City of
application, as lead agency, to the Orange County
Measure M2 Regional Traffic Signal Synchronization
Boulevard Corridor Synchronization Project.
RECOMMENDATION:
Newport Beach to support their
Transportation Authority (OCTA)
Program (TTSP) for the Newport
Adopt Resolution No. 2012- supporting the City of Costa Mesa application for the
OCTA Measure M2 Traffic Signal Synchronization Program for the Newport Boulevard
Corridor Synchronization Project.
FUNDING REQUIREMENTS:
There is no funding needed at this time for adoption of the Resolution to support project
application.
If the grant is awarded by OCTA, the total estimated project cost for the proposed work
within Newport Beach is approximately $763,000. Per grant guidelines, the City is
eligible to receive up to $600,000 of grant funds. The City would be responsible for
funding the remaining $163,000. Through "in- kind" services, which include staff time for
design review, construction inspection, and traffic signal timing implementation, the cost
is reduced an additional $68,000, requiring the City to fund $95,000 of the project cost
as a 'bash- match."
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Resolution Supporting an Application by City of Costa Mesa for OCTA Measure M2 Traffic
Signal Synchronization Program for Newport Boulevard Corridor Synchronization Project
November 13, 2012
Page 2
The total City match (in -kind and cash match) is approximately 21% of the project costs
for work within the City, which meets the OCTA Traffic Signal Synchronization Program
guidelines.
Should the grant application be successful, sufficient funds will be established in the
Fiscal Year 2012/2013 CIP Budget.
DISCUSSION:
Through the Measure M2 Traffic Signal Synchronization Program, OCTA is working to
enhance traffic signal coordination and reduce travel time delay by funding
synchronization projects for multi - jurisdictional traffic signal corridors. Project Eligibility
requires City Council Resolution supporting application and implementation of the
project.
The proposed project will enhance traffic signal coordination along Newport Boulevard
from Bristol Street in Costa Mesa, south through Newport Beach, continuing as Balboa
Boulevard to Main Street. Proposed work within the City of Newport Beach includes the
following improvements chosen to compliment our recently upgraded traffic signal
system:
o Install modern traffic signal control, communication equipment and fiber
optic communication cable at the Newport Boulevard/Via Lido and
Newport Boulevard /Finley Avenue traffic signals. — These locations were
not upgraded as part of the recent Modernization project as they are
currently operated by Caltrans. Prior to this project, it is expected these
intersections will be relinquished from the State to the City, allowing the
proposed project to connect the traffic signals to the City's Traffic
Management Center.
O Replace aging traffic signal equipment at several locations on the
Peninsula — The proposed project will install new traffic signal control
equipment to increase reliability and reduce maintenance costs.
Equipment included in this project was not replaced during the recent
Modernization project;
Install fiber optic communication cable from 21st Street to 15'h Street —
Installation of fiber optic cable along this section will replace our current
wireless system for better reliability;
® Install a "real- time ", Traffic Responsive traffic signal control system on
Newport Boulevard from 21st Street to Via Lido to enhance traffic flow and
reduce staff time during peak seasons — A Traffic Responsive system
would allow the traffic signal system to automatically change timing.
When deployed on this segment of Newport Boulevard, the system will aid
29 of 33
Resolution Supporting an Application by City of Costa Mesa for OCTA Measure M2 Traffic
Signal Synchronization Program for Newport Boulevard Corridor Synchronization Project
November 13, 2012
Page 3
staff in handling peak summer traffic onto and off of the Peninsula. This
system will integrate into the existing Traffic Management System;
Install Emergency Vehicle Preemption; and
• Update traffic signal timing and coordination plans.
Once the project is complete, coordination along the project corridor will be monitored.
Staff will work with the City of Costa Mesa to ensure traffic signal timing and upgrades
are consistent with the Traffic Signal Modernization Master Plan.
ENVIRONMENTAL REVIEW:
Staff recommends the City Council find this action is not subject to the California
Environmental Quality Act ( "CEQA ") pursuant to Sections 15060(c)(2) (the activity will
not result in a direct or reasonably foreseeable indirect physical change in the
environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378)
of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it
has no potential for resulting in physical change to the environment, directly or
indirectly.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of
the meeting at which the City Council considers the item).
Submitted b
David A. Webb
Public Works Director /City Engineer
Attachments: A— Project Exhibit
B - Resolution of Support
30 of 33
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NEWPORT BOULELVARD TSSP PROJECT
_ - COSTA MESA, NEWPORT BEACH, CALTRANS
RESOLUTION NO. 2012-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT
BEACH SUPPORTING AN APPLICATION BY THE CITY OF COSTA
MESA FOR THE ORANGE COUNTY TRANSPORTATION
AUTHORITY'S (OCTA) MEASURE M2 TRAFFIC SIGNAL
SYNCHRONIZATION PROGRAM FUNDING FOR THE NEWPORT
BOULEVARD CORRIDOR SYNCHORNIZATION PROJECT
WHEREAS, the Regional Traffic Signal Synchronization Program targets over
2000 signalized intersections across Orange County to maintain traffic signal
synchronization, improve traffic flow, and reduce congestion across jurisdictions; and
WHEREAS, the Orange County Transportation Authority has developed the
Regional Traffic Signal Synchronization Master Plan to identify traffic signal
synchronization street routes and traffic signals within and across jurisdictional
boundaries, and defines the means of implementing the Regional Traffic Signal
Synchronization Program; and
WHEREAS, the City Council previously approved Resolution No. 2010 -130
adopting a Local Signal Synchronization Plan for the City of Newport Beach; and
WHEREAS, the Newport Boulevard Corridor Synchronization Projects will
continue the existing traffic signal coordination along Newport Boulevard in the City of
Newport Beach across jurisdictional boundaries;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NEWPORT
BEACH DOES RESOLVE AS FOLLOWS:
Section 1. The City Council supports the application by the City of Costa Mesa
for OCTA Measure M2 Traffic Signal Synchronization Program funding for the Newport
Boulevard Corridor Synchronization Project.
ATTACHMENT B
32 of 33
Section 2. The City of Newport Beach agrees to provide matching funds
estimated at $95,000 and in -kind services for Primary Implementation and Ongoing
Maintenance and Monitoring of the project corridor.
Section 3. The City Council find this action is not subject to the California
Environmental Quality Act ( "CEQA ") pursuant to Sections 15060(c)(2) (the activity will
not result in a direct or reasonably foreseeable indirect physical change in the
environment) and 15060(c)(3) (the activity is not a project as defined in Section15378)
of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it
has no potential for resulting in physical change to the environment, directly or
indirectly.
Section 4. This resolution shall become effective immediately upon its passage
and adoption.
I HEREBY CERTIFY that the foregoing resolution was duly and regularly
adopted at a Regular Meeting of the City Council of the City of Newport Beach on this
13th day of November, 2012.
Leilani I. Brown
City Clerk
Nancy Gardner
Mayor
ATTACHMENT B
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