HomeMy WebLinkAboutC-8618-1 - Grant Application for West Coast Highway and Superior Avenue/Balboa Boulevard Intersection Improvements (Phase 2)October 23, 2019
Mr. Alfonso Hernandez
Senior Transportation Funding Analyst
Orange County Transportation Authority
600 S. Main Street
Orange, CA 92868
CITY OF NEWPORT BEACH
100 Civic Center Drive
Newport Beach, California 92660
949 644-3311 1 949 644-3308 FAX
newportbeachca.gov/publicworks
Subject: OCTA Comprehensive Transportation Funding Program
Intersection Capacity Enhancement (Planning Phase)
City of Newport Beach: West Coast Highway and Superior Avenue/Balboa
Boulevard Intersection Improvements (Phase 2)
Dear Mr. Hernandez:
I am pleased to submit the City of Newport Beach's grant application for the proposed project:
West Coast Highway and Superior Avenue/Balboa Boulevard Intersection Improvements (Phase
2). As requested, three unbound copies of the application and supporting documentation are
enclosed, and the required materials were also uploaded to the OCFundtracker online system.
The application contains a draft Resolution. The City will take the Resolution to the City
Council in January 2020, and we will forward the signed Resolution to OCTA thereafter. The
City submitted a similar application for this project during the 2019 Call for Projects.
Unfortuantely, we were unsuccessful. As part of this application, we included a discussion on the
SYNCHRO analysis that was completed for this intersection and can provide the calculations
upon request. We appreciate you meeting with us on October 18, 2019 to discuss this
application.
Thank you for your consideration of our proposed project. If you have any questions about our
application or would like additional information, please do not hesitate to call me at (949) 644-
3315.
Sincerely,
Andy Tran, P.E.
Senior Civil Engineer
P°��
CITY OF
a
s
NEWPORT BEACH
Cg11 FO VL
West Coast Highway and Superior Avenue/Balboa
Boulevard Intersection Improvements (Phase 2)
OCTA Comprehensive
Transportation Funding Program (CTFP)
Regional Capacity
Program — Intersection Capacity Enhancement
411
dL.G
_ _ J
Y -
"r r
PREPARED FOR:
Orange County Transportation Authority
600 S. Main Street
Orange, CA 92868
PREPARED BY:
City of Newport Beach
Andy Tran, PE, Senior Civil Engineer
100 Civic Center Drive
Newport Beach, CA 92660
Telephone: (949) 644-3315
October 23, 2019
City of Newport Beach
OCTA CTFP Intersection Capacity Enhancement
1. CTFP Online Application (Submitted through OCFundtracker).................................. 1
2. Project Description Detail............................................................................................. 5
• Project Description/Scope of Work
• Project Location Map
3. Cost Estimate - All Phases........................................................................................... 10
4. Draft Resolution.......................................................................................................... 11
S. Peak Hour Turning Movement Counts....................................................................... 13
6. LOS Calculations.......................................................................................................... 17
7. 24 -Hour Traffic Counts................................................................................................ 19
8. Preliminary Conceptual Layout Plan and Aerial Photograph .................................... 23
9. Letter of Support from Caltrans.................................................................................. 24
I
�s
Comprehensive Transportation Funding Programs CXGO
Loca! Tax Dollars at Work
Exhibit 7-2
Intersection Capacity Enhancement (ICE)
CTFP Application Checklist Guide
Planning — Environmental & Engineering
o CTFP Online Application — submitted through OCFundtracker
o Project Description, Scope of Work and Project Limits
o Cost Estimate for Complete Project - ALL PHASES
o General Application Sample Resolution
o Peak Hour Turning Movement Counts, LOS Calculations, and ADT for each leg of the intersection
o Aerial Photo w/ Proposed Improvements Shown
Right -of -Way
o CTFP Online Application — submitted through OCFundtracker
o Project Description Detail (include plat maps and legal descriptions for proposed acquisitions)
o Detailed right-of-way Acquisition/Disposal Plan using the OCTA provided right-of-way acquisition/disposal
plan form available for download at https://ocfundtracker.octa.net.
o Cost Estimate for Complete Project - ALL PHASES
o Estimated right-of-way Cost by Parcel (Land, Improvements Taken, Severance, Goodwill, Incidental
Expenses) *
o General Application Sample Resolution
o Peak Hour Turning Movement Counts, LOS/ICU Calculations, and ADT for each leg of the intersection
o CEQA Compliance Form (CE, Negative Declaration, EIR)
o Aerial Strip Map w/ Existing and Proposed Improvements Shown
o Include right-of-way Improvements and Parcels to be Acquired
o Preliminary Construction Layout Plans*
Construction
o CTFP Online Application — submitted through OCFundtracker
o Project Construction Specifications
o Cost Estimate for Complete Project - ALL PHASES
o General Application Sample Resolution
o Peak Hour Turning Movement Counts, LOS Calculations, and ADT for each leg of the intersection
o CEQA Compliance Form (CE, Negative Declaration, EIR)
o Project Development Documents - Project Report or Materials Report
o Approved Project Construction Plans*
NOTE: To qualify for the 10 percent (1001o) local match discount for measurable improvement of
PCI, please include documentation from the last two PMP biennial Measure M Eligibility submittals
that provide average PCI for Overall System,
*Items are due after first application review. OCTA staff will contact you regarding those projects
that will require this additional information,
2020 Call for Projects
As of 8/12/2019
7-6
10/8/2019
Orangetrak -" Edit Project
VIEW PREVIOUS VERSIONS OF 1 HIS PRUJEUI PNOJEU I SUMMARY (XLS) UPLOAD PROJEU I UUUUMEN I S
APPLICATION NUMBER: CTFP TOTAL ALLOCATIONS: $780,000,00 TOTAL PROJECT COST $6,700,000.00
PROJECT ID: CP --3550 CTFP TOTAL PAYMENTS: $0.00 MATCH RATE 0.00
VERSION: 1 STATUS: Planned BOARD APPROVAL DATE
LAST MODIFIED BY: Andy Tran (10/8/2019) APPROVED BY: N/A HISTORY
PROJECT INFORMATION
IMPROVEMENTTYPE
IMPLEMENTING AGENCY
ICE - Intersection Capacity Enhance
I Newport Beach, City of
CONG DISTRICT SUP DISTRICT SENATE DISTRICT ASSEMBLY DISTRICT PROJECT MANAGER PHONE 10 -DIGIT EMAIL
48 2 37 74 Andy Tran, P.E. 9496443315 atran@newportbeachca.gov
PROJECT TITLE
West Coast Highway and Superior Avenue/Balboa Boulevard Intersection Improvements (Phase 2)
PROJECT DESCRIPTION - GUIDELINES
To come after analyses are complete.
SYSTEM ROUTE INTERCHANGE FROM TO MAP
State Hwy ♦ 11 ♦ No ♦ West Coast Hwy Superior Avenue —
LANES INFORMATION
Left Turn # of Lanes Through
Right Tum
Existing NorthBound 1.5 1
0.5
SouthBound 1.5 1.5
2
With Application NorthBound 1.5 1
0.5
SouthBound I1.5 1.5
1 (free)
Existing EastBound �3
1
WestBound ®0
With Application EastBound I2 I4
10
WestBound I1
GENERAL QUESTIONS
CTFP QUESTIONS
Is this application on your current approved measure M2 CIP? No
Has your agency previously received CTFP funding for this Application? NO
If Yes, When? If No, Type N/A N/A
Project ID? N/A
MATCH RATE DISCOUNT
Has your agency adopted & maintained the Traffic Signal Synchronization Master Plan? YEs
Is your agency using fairshare funding as a match for this project? No
Does your agency have a PCI over 75 or has your agency had a measurable improvement of PCI from previous reporting period to current reporting period? YEs
PROGRAMMING INFORMATION ($0)
[HISTORICAL REVENUES] [GRAPH REVENUES]
Please enter all funding required for the total project for all years. Note: This 2020 Call for Projects will allocate
M2 funds for FY20/21,FY21/22,FY22/23 only.
** Minimum match for local funds is 25% — ` Actual Local Agency Match Rate is 35%
FISCAL YEAR FUND TYPE (PROGRAMMED REVENUE SOURCE)
ENG ROW CON TOTAL
20/21 ♦ Intersection Capacity Enhancements (ICE)
♦ $780,000.00 $0.0 $0.0 $780,000 X_
20/21 ♦ General Fund
♦ $420,000.00 $0.0 $0.0 $420,000 X
21/22 ♦ Intersection Capacity Enhancements (ICE) - Future Call
♦ $0.00 $375,000.0 $0.0 $375,000 X
21/22 ♦ General Fund
♦ $0.00 $125,000.0 $0.0 $125,000 X
23/29 ♦ Intersection Capacity Enhancements (ICE) - Future Call
♦ $0.0 $0.0 $3,750,000.0 $3,750,00 X
23/29 ♦ General Fund
♦ $0.0 $0.0 $1,250,000.0 $1,250,00 X
♦ 000®
♦ 000®
♦ 000®
♦ 000®
https://ocfundtracker.octa.net/edit_Project.asp?project_id=CP--3550&version=1l&update_amend=False&updatenomination=True 1/2
10/8/2019
Orangetrak -` Edit Project
https://ocfundtracker.octa.net/edit_project.asp?project_id=CP--3550&version=?&update_amend=False&updatenomination=True 2/2
10/21/2019
PRO EJ CT RANKING
Orangetrak" - Project Ranking
AGENCY: Newport Beach, City of
TITLE: West Coast Highway and Superior Avenue/Balboa Boulevard Intersection Improvements
(Phase 2)
ICE - Intersection
Facility Usage
ADT (Sum of Avg ADT for 4 legs based on OCTA Trafflic Flow Map)
Current Project Readiness
Economic Effectiveness
Coordination with Contiguous Project
Cost Benefit
Funding Over -Match
Facility Importance
Transportation Significance
Operational Efficiencies
I Benefit
Existing LOS - Starting Point - (Peak Hour)
LOS - After Project - (Peak Hour)
LOS Improvement
POINT(S)
72797 15
Environmental Approvals
Preliminary Design (35%) J
Right of Way (All offers issued)
Final Design (PS&E)
Right of Way (All easement and
titles) 0
NO ♦ 0
6700000 (Total Project Cost) / 72797
(ADT) = 92 3
35% (City Match) - 25% (Required) =
10% 2
Major ♦ 8
Protected/Permissive O
Safety Improvements O✓
Sustainability O✓
Water Conservation Elements O
Channels traffic O
Lowers density O
Bike Lanes O✓
Bus Turnouts O✓
Free Right O✓
Ped. Facilities (new) O✓
Grade separations O 20
0.78 0
0.70
0.08 2
TOTAL = 0
https://ocfundtracker.octa.net/ranking_edit.asp?project_id=CP--3550&version=4 1/2
10/21/2019
Orangetrak* - Project Ranking
SAVE RANKING I CLOSE WINDOW IPRINT
1.82s
TOTAL POINTS: 48
https:Hocfundtracker.octa.net/ranking_edit.asp?project_id=CP--3550&version=4 2/2
City of Newport Beach
OCTA CTFP — Intersection Capacity Enhancement
PROJECT DESCRIPTION DETAIL
Project Overview. The City proposes to improve the intersection of West Coast Highway (SR 1)
and Superior Avenue/Balboa Boulevard to improve circulation and relieve traffic congestion. The City of
Newport Beach (City) requests funding from the Comprehensive Transportation Funding Program's
Regional Capacity Program for the planning phase of the project which includes planning, permitting,
right-of-way engineering, environmental clearance, and engineering and design activities (please see the
Project Location Map and the Layout Plan on the following pages).
The estimated cost for the planning phase is $1,200,000. The City requests $780,000 in
Measure M2 competitive grant funds (65%) from Orange County Transportation Authority (OCTA) and
will contribute a minimum of $420,000 (35%) of local funds to satisfy the minimum matching
requirement (50% minus the anticipated 25% match reduction plus a 10% overmatch), as outlined in the
application form.
Existing Conditions at the Intersection. West Coast Highway is the primary east -west highway
along the Pacific Ocean, running through Newport Beach, and connecting the City of Huntington Beach
to the west and the City of Laguna Beach to the east. This segment of the highway is currently within
the California Department of Transportation's (Caltrans') jurisdiction and is classified as a "Major
Arterial" on the OCTA Master Plan of Arterial Highways (MPAH) map; it is also identified as a "Major
Road" in the City's General Plan - Master Plan of Streets and Highways. The north leg of the intersection
(Superior Avenue) runs about 1.25 miles in the City of Newport Beach through a dense residential and
commercial area, and eventually to the City of Costa Mesa. The south leg of the intersection leads to
the Balboa Peninsula via Balboa Boulevard; Balboa Peninsula is one of the most popular and heavily -
trafficked tourist and recreation destinations in Southern California. Both Superior Avenue and Balboa
Boulevard are classified as "Primary Arterial" on the OCTA MPAH map. Similarly, both of these streets
are classified as "Primary Road" on the City's General Plan - Master Plan of Streets and Highways.
The sum of the Average Daily Traffic (ADT) for this intersection is 67,254 (24 -Hour traffic counts
were collected on September 26, 2018). Traffic studies show high numbers of pedestrians and cyclists
use the intersection daily. The intersection is a gateway to the beach, which lies just south of the
intersection, but is also heavily used by commuters and others traveling along the coast. During the
morning and evening peak hours when traffic is heaviest, a substantial percentage of vehicles traveling
on West Coast Highway are making through trips. The presence of significant pedestrians and bicyclists
adds stress to the intersection, impedes circulation, and contributes to traffic congestion that balloons
during peak tourist season.
At this location, West Coast Highway is a five -lane, divided roadway west of the intersection and
a six -lane, divided roadway east of the intersection. The posted speed limit is generally 45 mph. Parking
is prohibited on both sides of the roadway. The existing lane configuration is described below:
Eastbound West Coast Highway: Two left turn lanes, three through lanes, one right turn lane
and a bike lane.
5
City of Newport Beach
OCTA CTFP — Intersection Capacity Enhancement
Westbound West Coast Highway: One left turn lane, four through lanes including one shared
de -facto right turn lane, and a bike lane. The four through lanes reduces to three lanes
immediately past the intersection.
Northbound Balboa Boulevard: One left turn lane, one shared left turn and through lane, and
one shared through and de -facto right turn lane.
Southbound Superior Avenue: One left turn lane, one shared left turn and through lane, one
through lane, two right turn lanes and a bike lane.
Project Need.
1) Reduce Traffic Congestion by Widening West Coast Highway. With an ADT of 67,254, high
volumes of traffic traverse the intersection on a daily basis. The project will improve the operation of
the intersection by adding capacity, reducing vehicle queuing and alleviating congestion. This
intersection is an important gateway to adjacent cities and multiple high -impact destinations. The south
leg of the intersection leads to the Balboa Peninsula, one of the most popular and heavily -trafficked
tourist and recreation destinations in Southern California. The City's coastal population swells by an
estimated 100,000 per day during peak tourist season, more than doubling the population and adding
more vehicles to this already congested intersection as traffic heads south toward the Peninsula's public
beaches and the hundreds of entertainment and retail venues. On the northwest side of the
intersection is Sunset Ridge Park, which is home to organized youth soccer and baseball leagues. More
than 16,000 persons travel through the intersection annually to access the park for youth league sports,
and even more for the park's playground and walking and biking trails. Sunset View Park on the
northeast side of the intersection is a swath of open space with benches and a 64 -spaced paved parking
lot that serves both parks and visitors headed across West Coast Highway to the beach and other
entertainment destinations.
2) Improve Circulation by Removing Pedestrian and Bicyclists from the Intersection. The
proposed project will reduce traffic delay and improve circulation by separating motorists and
pedestrians/bicyclists, and reducing vehicle/pedestrian/bike conflicts. Numerous pedestrians and
cyclists cross West Coast Highway daily. The proposed pedestrian bridge will not only improve traffic
flow and circulation by eliminating at -grade foot and bicycle traffic, it will also greatly enhance
pedestrian and bicyclist safety. For bridges and underpasses that are used by a large proportion of
pedestrians and bicyclists, studies have found that pedestrian -related crashes decreased by 91%
(National Center for Safe Routes to School').
Description of the Intersection Improvements. The proposed improvements at this location will
be completed in two separate phases. The following is a description of each phase:
Phase 1 involves the construction of the Superior Avenue pedestrian/bicycle bridge and a
parking lot. This phase also involves earthwork, grading, retaining walls, concrete flat work, traffic signal
modification, signing and striping. The design of this phase is currently underway. Phase 1 is not part of
this CTFP funding application. However, planning and design of Phase 1 will accommodate the
proposed improvements associated with Phase 2. The City was successful in securing a federal grant to
1 http://guide.saferoutesinfo.org/engineering/pedestrian and bicycle bridges and tunnels.cfm
M.
City of Newport Beach
OCTA CTFP — Intersection Capacity Enhancement
fund a portion of construction for Phase 1 (part of the 2016 Bicycle Corridor Improvement Program
(BCIP) call for projects). Depending on the outcome of this grant application, the City may request to
combine the two phases.
Phase 2 is the subject of this CTFP ICE grant application. This phase involves widening West
Coast Highway to accommodate one additional eastbound through lane and converting the two
southbound right turn lanes into a single free right turn lane. In addition, this phase involves eliminating
the two crosswalks along the north and east legs of the intersection. A new bridge across West Coast
Highway will be needed to provide access to pedestrians and bicyclists. A pedestrian ramp at the south
side of West Coast Highway would also need to be constructed to allow pedestrians to access the
sidewalk from the top of the bridge. All existing utilities that are impacted by the proposed roadway
widening will need to be adjusted or relocated. This phase also involves the reconstruction of the raised
median on West Coast Highway, concrete flatwork, traffic signal modification, signing, and striping.
With the completion of the two new pedestrian/bicycle bridges, the two crosswalks that parallel the
bridges would be eliminated, which will dramatically decrease vehicular delay as discussed above.
Proposed Planning Phase. This application requests funding for Phase 2 planning activities for
the widening of West Coast Highway and eliminating two at -grade crosswalks. Planning activities
include the following:
1) Planning/Permitting —Conceptual design, coordination with other agencies such as the
California Coastal Commission (CCC) and Caltrans, procure Coastal Development Permit
from CCC, process design and procure permits from Caltrans, and conduct public outreach
with the community.
2) Right -of -Way Engineering —Identify necessary right-of-way from adjacent property owners
(Newport Banning Ranch and Hoag Hospital).
3) Environmental Clearance— Prepare appropriate environmental documentation, circulate
documentation for public review and comment, identify and complete all mitigation
measures, and file environmental documents with the County of Orange.
4) Engineering/Design — Prepare final construction plans, specifications and construction cost
estimates, coordinate utility impacts with other agencies, advertise and award construction
contract, and prepare record drawings upon completion of construction.
Future Implementation Phase. Upon substantial completion of the planning phase, the City will
proceed with the implementation phase. At that time, the City will seek additional grant funding to
complete the implementation phase which includes the following:
1) Right -of -Way Acquisition — Prepare appraisals, negotiate with property owners, purchase
necessary right-of-way to accommodate widening West Coast Highway.
2) Construction — Procure a contractor, construction management, and continue with public
outreach with the community.
7
City of Newport Beach
OCTA CTFP — Intersection Capacity Enhancement
Anticipated Benefits. According to the Intersection Capacity Utilization (ICU) analysis
presented, the intersection operates with an ICU value of 0.78 or LOS C. The ICU analysis is an
expression of volume to capacity over the four approaches to an intersection. As a result, the ICU
analysis can document the benefits that capacity enhancements such as lane additions can make to an
intersection performance. The ICU analysis does not address benefits that may be accrued from other
intersection improvements such as pedestrian bridges. The project being advanced by the City and
supported by Caltrans District 12 will eliminate the two at -grade crossings at the north and east legs of
this intersection. Pedestrians will no longer hit the pedestrian activation button and cross through the
roadway, taking valuable time away from vehicular traffic flow through the intersection. Instead,
pedestrians and cyclists will cross overhead. Valuable time, phasing and overall cycle length will be
dedicated to vehicular flow and performance.
Using traffic signal timing sheets from the recent OCTA Traffic Signal Synchronization project at
the intersection of Superior Avenue/Balboa Boulevard and West Coast Highway, the City estimated the
change in phasing and overall cycle lengths associated with eliminating the two at -grade crossings at this
intersection. When the pedestrian button is activated for the east leg, a phase of over 45 seconds must
be provided for safe pedestrian crossing. During summer and weekends year-round, the pedestrian
button is activated during most peak period cycles.
When the pedestrian activation is removed and the at grade crossing is replaced by an overhead
pedestrian bridge, the actual phase requirements for vehicular movements are reduced to only 20
seconds. When this reduction is translated into its effect on ICU the overall change in capacity utilization
is between 6 and 8 percent improvement. That is almost a full level of service gradient in the ICU metric.
The project fulfills the requirements of the ICU application by providing capacity enhancements
to a constrained intersection. This is achieved by traditional intersection widening as well as
modification affecting other attributes of the intersection. Overall, this novel approach improves system
performance on a key regional artery for the benefit of Countywide mobility.
M
CITY
OF
HUNTINGT
BEACH
PACIFIC OCEAN
+ + + + + + + +
+ + + + + + + + -
rt + + rt + + + + + rt rt rt
+ + + NEWPORT BANNING RANCID
+ ' + + APPROXIMATELY 400 ACRES+
+ + ,+ + + +
co + + + + + +
\\ L
PROJECT LOCATION MAP
�I
LC�
I Is
i ,yet y L
a
CITYry.
OF
y
�, t,; - �I ,. r COSTA MESA
� LL ti �� '1'1 y•F � 4 � j�
•y�l i � j b
.:✓ v IZ1 m v fe
t
AI
04
Lij
t
t
'#
SUNSETPARK RIDGE �JQ HOAG m :.„
�. HOSPITAL
wFS N
3
co /
,q w
ST =
Q
y m
%y 10
w
I
y T
LEGEND
PROPOSED SUPERIOR AVENUE PEDESTRIAN/BIKE BRIDGE AND PARKING LOT (PHASE 1 — NOT PART OF FUNDING APPLICATION)
PROPOSED WEST COAST HIGHWAY WIDENING AND WEST COAST HIGHWAY PEDESTRIAN/BIKE BRIDGE (PHASE 2)
N
City of Newport Beach: West Coast Highway and Superior Avenue/Balboa Boulevard
Intersection Improvements (Phase 2)
COST ESTIMATE (OCTOBER 2019)
I. PLANNING
�E wPoRr
a
�q<rvoaN�P
I Item
Description
I Unit
Unit
Cost
Quantity
Quantity
Quantity
Cost
1
Engineering
LS
$600,000
1
1 $600,000
2
Environmental Clearance
LS
$450,000
1
$450,000
3
Permitting
LS
$150,000
1
$150,000
(a narrow strip of land)
LS
$2,000,000
I
$2,000,000
3 Contingency (Approx. 10% of total construction)
TOTAL PLANNING
$500,000
1
I
$1,200,000
II. RIGHT-OF-WAY
Item
Description
Unit
Unit
Cost
Quantity
Quantity
Cost
1
Estimated 15,000 sq. ft. to be acquired
SF
$33.33
15,000
$500,000
from Newport Banning Ranch to facilitate
(linking to the Phase 1 pedestrian/bicycle bridge
road widening on West Coast Highway (WCH)
over Superior Avenue)
(a narrow strip of land)
LS
$2,000,000
I
$2,000,000
3 Contingency (Approx. 10% of total construction)
LS
$500,000
1
$500,000
TOTAL R/W ACQUISITION
L
I
�
I
�
I $500,000
III. CONSTRUCTION
Item Description
Unit
Unit
Cost
Quantity
Cost
1 Pedestrian & Bicycle Bridge (Over WCH), 1 Ramp
LS
$2,500,000
1
$2,500,000
(on the southside of WCH), and 1 Abutment
(linking to the Phase 1 pedestrian/bicycle bridge
over Superior Avenue)
2 Road Widening on WCH
LS
$2,000,000
1
$2,000,000
3 Contingency (Approx. 10% of total construction)
LS
$500,000
1
$500,000
TOTAL CONSTRUCTION
$5,000,000
IV. PROJECT TOTAL
PROJECT TOTAL $6,700,000
10
NOTE: The City will take the
resolution to the City Council in
January 2020.
RESOLUTION NO. 2020-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF NEWPORT BEACH, CALIFORNIA APPROVING THE
SUBMITTAL OF A FUNDING APPLICATION FOR AN
INTERSECTION CAPACITY ENHANCEMENT PROJECT
TO THE ORANGE COUNTY TRANSPORTATION
AUTHORITY FOR FUNDING UNDER THE
COMPREHENSIVE TRANSPORTATION FUNDING
PROGRAM
WHEREAS, the City of Newport Beach desires to implement the transportation
improvements listed below; and
WHEREAS, the City of Newport Beach has been declared by the Orange County
Transportation Authority to meet the eligibility requirements to receive M2 "Fair Share"
funds; and
WHEREAS, the City's Circulation Element is consistent with the County of Orange
Master Plan of Arterial Highways; and
WHEREAS, the City of Newport Beach will not use M2 funds to supplant
Developer Fees or other commitments; and
WHEREAS, the City must include all projects funded by Net Revenues in the
seven-year Capital Improvement Program as part of the Measure M2 Ordinance eligibility
requirement; and
WHEREAS, the City of Newport Beach will provide 35 percent in matching funds
for the planning phase for the West Coast Highway and Superior Avenue/Balboa
Boulevard Intersection Improvement project as required by the Orange County
Comprehensive Transportation Funding Programs Guidelines; and
WHEREAS, the Orange County Transportation Authority intends to allocate funds
for transportation improvement projects within the incorporated cities and the County; and
WHEREAS, the City authorizes a formal amendment to the seven-year Capital
Improvement Program to add projects approved for funding upon approval from the
Orange County Transportation Authority Board of Directors, if necessary.
NOW, THEREFORE, the City Council of the City of Newport Beach resolves as
follows:
Section 1: The City Council does hereby requests the Orange County
Transportation Authority allocate funds in the amounts specified in the City's application
from the Comprehensive Transportation Programs. Said funds shall be matched by funds
from the City of Newport Beach as required and shall be used as supplemental funding
to aid the City in the West Coast Highway and Superior Avenue/Balboa Boulevard
Intersection Improvement project.
11
Resolution No. 2020 -
Page 2 of
Section 2: The recitals provided in this resolution are true and correct and are
incorporated into the operative part of this resolution.
Section 3: If any section, subsection, sentence, clause or phrase of this resolution
is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the
validity or constitutionality of the remaining portions of this resolution. The City Council
hereby declares that it would have passed this resolution, and each section, subsection,
sentence, clause or phrase hereof, irrespective of the fact that any one or more sections,
subsections, sentences, clauses or phrases be declared invalid or unconstitutional.
Section 4: The City Council finds the adoption of this resolution 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.
Section 5: This resolution shall take effect immediately upon its adoption by the
City Council, and the City Clerk shall certify the vote adopting the resolution.
ADOPTED this day of , 2020.
ATTEST:
Leilani I. Brown
City Clerk
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
Aaron C. Harp
City Attorney
12
Diane B. Dixon
Mayor
City: NEWPORT BEACH
N -S Direction: SUPERIOR AVE-BALBOA
E -W Direction: PACIFIC COAST HIGHWAY
J+eawpaatatian Studien, 9r.c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
('rnunc Printarl- Turninn Mnvamantc
File Name
: H1910008
Site Code
: 00000000
Start Date
: 10/3/2019
Page No
: 1
*** BREAK ***
11:00
79
42
37
40
186
29
5
26
34
44
PACIFIC COAST
239
65
869
SUPERIOR
AVENUE
46
PACIFIC COAST
HIGHWAY
BALBOA
BOULEVARD
2
27
53
47
47
203
93
843
11:30
90
52
28
45
215
32
0
HIGHWAY
58
33
69
Southbound
91
990
11:45
Westbound
40
52
Northbound
188
26
0
24
57
41
40
195
58
834
Total
333
180
148
146
742
116
Eastbound
105
202
Start Time
Right
Thru
Left
Ri ht
Thru
Left
U -Turn
Ri ht
Thru
Left
Ri ht
I Thru
Left
Int. Total
07:00
40
34
43
23
88
11
0
29
31
27
43
465
77
911
07:15
53
23
31
38
131
16
2
28
40
19
52
566
92
1091
07:30
48
41
50
35
131
15
2
51
35
36
90
580
98
1212
07:45
61
39
34
52
160
27
5
17
67
42
91
527
128
1250
Total
202
137
158
148
510
69
9
125
173
124
276
2138
395
4464
08:00
64
38
37
45
137
23
0
22
71
33
86
528
141
1225
08:15
55
30
48
42
145
15
1
26
54
36
84
575
161
1272
08:30
60
27
44
30
135
12
0
29
66
37
90
507
162
1199
08:45
52
26
41
41
110
22
2
14
62
23
89
496
197
1175
Total
231
121
170
158
527
72
3
91
253
129
349
2106
661
4871
*** BREAK ***
11:00
79
42
37
40
186
29
5
26
34
44
43
239
65
869
11:15
84
46
31
28
153
29
2
27
53
47
47
203
93
843
11:30
90
52
28
45
215
32
0
28
58
33
69
249
91
990
11:45
80
40
52
33
188
26
0
24
57
41
40
195
58
834
Total
333
180
148
146
742
116
7
105
202
165
199
886
307
3536
12:00
99
39
65
44
196
35
0
21
38
58
55
227
56
933
12:15
81
42
51
43
180
29
2
27
64
37
32
168
65
821
12:30
94
48
54
40
165
49
2
24
41
38
40
209
84
888
12:45
75
47
46
43
221
33
0
18
44
46
52
231
76
932
Total
349
176
216
170
762
146
4
90
187
179
179
835
281
3574
*** BREAK ***
16:30
215
57
51
6
548
20
0
20
46
72
45
213
59
1352
16:45
184
63
43
12
673
25
0
17
43
61
67
221
58
1467
Total
399
120
94
18
1221
45
01
37
89
133
112
434
117
2819
17:00
197
68
55
8
460
26
0
23
36
89
46
219
47
1274
17:15
188
49
36
4
511
25
2
18
41
52
74
267
74
1341
17:30
159
66
53
5
600
35
1
24
40
55
56
203
43
1340
17:45
137
52
39
5
546
34
2
22
36
62
53
212
61
1261
Total
681
235
183
22
2117
120
5
87
153
258
229
901
225
5216
18:00
138
53
38
16
491
46
0
20
42
56
45
182
55
1182
18:15
126
38
43
6
407
23
1
21
36
78
55
168
49
1051
Grand Total
2459
1060
1050
684
6777
637
29
576
1135
1122
1444
7650
2090
26713
Apprch %
53.8
23.2
23
8.4
83.4
7.8
0.4
20.3
40.1
39.6
12.9
68.4
18.7
Total %
9.2
4
3.9
2.6
25.4
2.4
0.1
2.2
4.2
4.2
5.4
28.6
7.8
13
gwnopadatian Studien, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N -S Direction: SUPERIOR AVE-BALBOA
E -W Direction: PACIFIC COAST HIGHWAY
SUPERIOR AVENUE PACIFIC COAST HIGHWAY
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
M-1, U-- f- 0-#;.. 1..4...E --+;-- Q....;..- .,F !17.211
File Name
: H1910008
Site Code
: 00000000
Start Date
: 10/3/2019
Page No
:2
BALBOA BOULEVARD I PACIFIC COAST HIGHWAY
07:30
48
41
50
139
35
131
15
2
183
51
35
36
122
90
580
98
768
1212
07:45
61
39
34
134
52
160
27
5
244
17
67
42
126
91
527
128
746
1250
08:00
64
38
37
139
45
137
23
0
205
22
71
33
126
86
528
141
755
1225
08:15
55
30
48
133
42
145
15
1
203
26
54
36
116
84
575
161
820
1272
Total Volume
228
148
169
545
174
573
80
8
835
116
227
147
490
351
2210
528
3089
4959
% App. Total
41.8
27.2
31
20.8
68.6
9.6
1
23.7
46.3
30
11.4
71.5
17.1
PHF
.891
.902
.845
.980
.837
.895
.741
.400
.856
.569
.799
.875
.972
.964
.953
.820
.942
.975
14
SUPERIOR AVENUE
Out In Total
9291 545 F 1474
228 148 169
Right Thu Le, ft
Peak Hour Data
00
A,
D
=�V
NV�
"A
tOOT
CD
LO _j
North
N n
= 0
c -4
O
c M
`
N t�
Peak Hour Begins at 07:3
w
o, 5 >
O<
~
U
,n t
Turnin Movements
�x o
=
UOrn
EL
3
+_1 T r
Left Thru Right
147 227 116
579 490 1069
out In Total
14
gwnopadatian Studien, Ste.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N -S Direction: SUPERIOR AVE-BALBOA
E -W Direction: PACIFIC COAST HIGHWAY
File Name
: H1910008
Site Code
: 00000000
Start Date
: 10/3/2019
Page No
:3
Peak Hour Analysis From 11:00 to 12:45 - Peak 1 of 1
Peak Hour for Entire Intersection Renins at 11 - 1 r;
Int. Total
11:15
SUPERIOR AVENUE
Southbound
PACIFIC COAST HIGHWAY
Westbound
BALBOA BOULEVARD
Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time
Right Thru Left App. Total
Right Thru Left u -Turn A . Total
Right Thru I Left IPp. Total
Right I Thru I Left App. Total
Peak Hour Analysis From 11:00 to 12:45 - Peak 1 of 1
Peak Hour for Entire Intersection Renins at 11 - 1 r;
Int. Total
11:15
84
46
31
161
28
153
29
2
212
27
53
47
127
47
203
93
343
843
11:30
90
52
28
170
45
215
32
0
292
28
58
33
119
69
249
91
409
990
11:45
80
40
52
172
33
188
26
0
247
24
57
41
122
40
195
58
293
834
12:00
99
39
65
203
44
196
35
0
275
21
38
58
117
55
227
56
338
933
Total Volume
353
177
176
706
150
752
122
2
1026
100
206
179
485
211
874
298
1383
3600
% App. Total
50
25.1
24.9
14.6
73.3
11.9
0.2
20.6
42.5
36.9
15.3
63.2
21.5
PHF
891
.851
.677
.869
.833
.874
.871
.250
.878
.893
.888
.772
.955
.764
.878
.801
.845
.909
15
SUPERIOR AVENUE
Out In Total
654 706 F 1360
353 177 176
Right T�u Left
Peak Hour Data
H'Fa co
N
}
A
n
�O-n
2~N
J
C�
N
North
n
x
aMo
7
~c N
O
a
w
Peak Hour Begins at 11:15
N S Cn
O
~
r
rn
0N'
'5010,
Turnin Movements
N
50
C
N 2
?
4° D
a
N
T r
Left Thru Right
179 206 100
510 485 995
Out InTotal
15
gwnopadatian Studien, Ste.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N -S Direction: SUPERIOR AVE-BALBOA
E -W Direction: PACIFIC COAST HIGHWAY
File Name
: H1910008
Site Code
: 00000000
Start Date
: 10/3/2019
Page No
: 4
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Renins at 163.3(1
Int. Total
16:30
SUPERIOR AVENUE
Southbound
PACIFIC COAST HIGHWAY
Westbound
BALBOA BOULEVARD
Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time
Right Thru Left App. Total
Right Thru Left u -Turn A . Total
Right Thru I Left IPp. Total
Right I Thru I Left App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Renins at 163.3(1
Int. Total
16:30
215
57
51
323
6
548
20
0
574
20
46
72
138
45
213
59
317
1352
16:45
184
63
43
290
12
673
25
0
710
17
43
61
121
67
221
58
346
1467
17:00
197
68
55
320
8
460
26
0
494
23
36
89
148
46
219
47
312
1274
17:15
188
49
36
273
4
511
25
2
542
18
41
52
111
74
267
74
415
1341
Total Volume
784
237
185
1206
30
2192
96
2
2320
78
166
274
518
232
920
238
1390
5434
% App. Total
65
19.7
15.3
1.3
94.5
4.1
0.1
15.1
32
52.9
16.7
66.2
17.1
PHF
.912
.871
.841
.933
.625
.814
.923
.250
.817
.848
.902
.770
.875
.784
.861
.804
.837
.926
16
SUPERIOR AVENUE
Out In Total
434 1206 F 1640
784 237 185
Right T�u Left
Peak Hour Data
a 6
'IT
}
MPJ
t�A
n
0
00 T
North
N
w n
H rn
02
Co
O
U) �
rn t�
Peak Hour Begins
N
n'Cn
O
~
716:30
�
C)OM
Cl) t
N _
Turnin Movement
�%o �
C�
O N
W
d
3 N
+_1 T r
Left Thru Right
274 166 78
565 518 1083
Out InTotal
16
INTERSECTION CAPACITY UTILIZATION
CALCULATION WORKSHEET
INTERSECTION Superior Drive (N/S)and Pacific Coast Highway (E/W)
CONDITION: Existing Condition with Forecasted Volumes (4 years) DATE: 10/18/2019
COUNT DATE: Thur Oct. 3, 2019
Note: Split phasing on N -S approaches (OL) - Right -turn overlap phase
INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS
MOVEMENT
LANES
SAT. CAPACITY
(C)
VOLUME
V/C
AM AM
PM
NL
1.5
2550
159
297
0.062
0.116
NT
1
1700
247
179
0.145
0.105
NR
0.5
850
124
86
0.146
* 0.101
SL
1.5
2550
183
201
0.072
* 0.079
ST
1.5
2550
160
257
0.063
0.101
SR (OL)
2
3400
0
630
0.000
0.185
EL
2
3400
572
258
0.168
0.076
ET
3
5100
2392
996
0.469
* 0.195
ER
1
1700
379
252
0.223
0.148
WL
1
1700
96
106
0.056
* 0.062
WT
4
6800
620
2374
0.119
0.354
WR (defacto)
0
0
189
34
0.111
0.020
NOTE:
CLEARANCE 0.05 0.05
CRITICAL RIGHT - -
ICU 0.79 0.78
LOS C C
ICU is the sum of critical movements denoted by an asterisk (*)
plus critical right -turn value if any.
F:\Users\PBW\Shared\Contracts\FY19-20 CURRENT\400 -PARKS HARBORS BEACHES\Lower Sunset View Park Extension C-7088-1\OCTA ICE
17
INTERSECTION CAPACITY UTILIZATION
CALCULATION WORKSHEET
INTERSECTION Superior Drive (N/S)and Pacific Coast Highway (E/W)
CONDITION: Proposed Improvements with Forecasted Volumes (4 years) DATE: 10/18/2019
COUNT DATE: Thur Oct. 3, 2019
Note: Split phasing on N -S approaches (OL) - Right -turn overlap phase
INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS
MOVEMENT
LANES
SAT. CAPACITY
(C)
VOLUME
V/C
AM PM AM
PM
NL
1.5
2550
159
297
0.062
0.116
NT
1
1700
247
179
0.145
0.105
NR
0.5
850
124
86
0.146
* 0.101
SL
1.5
2550
183
201
0.072
* 0.079
ST
1.5
2550
160
257
0.063
0.101
SR (FREE)
0
0
0
0
0.000
0.000
EL
2
3400
572
258
0.168
0.076
ET
3
5100
2392
996
0.469
* 0.195
ER
1
1700
379
252
0.223
0.148
WL
1
1700
96
106
0.056
* 0.062
WT
4
6800
620
2374
0.119
0.354
WR (defacto)
1 0
0
189
34
0.111
0.020
NOTE:
CLEARANCE 0.05 0.05
CRITICAL RIGHT - -
ICU 0.79 0.70
LOS C B
ICU is the sum of critical movements denoted by an asterisk (*)
plus critical right -turn value if any.
F:\Users\PBW\Shared\Contracts\FY19-20 CURRENT\400 - PARKS HARBORS BEACHES\Lower Sunset View Park Extension C-7088-1\OCTA ICE
18
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location
COAST HIGHWAY
Site: [NEWPORT BCH
Segment
W/O SUPERIOR AVENUE
Date: 09/26/18
Client
CITY NEWPORT BCH
File:
D1809100
Interval
WB
EB
Combined
Day: Wednesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
78
224
431
1.612
28
107
260
1.156
106
331
691
2.768
12:15
50
360
41
280
91
640
12:30
46
430
17
314
63
744
12:45
50
391
21
302
71
693
01:00
23
108
388
1.818
16
47
280
1.311
39
155
668
3.129
01:15
33
446
14
366
47
812
01:30
34
446
7
323
41
769
O1.45
18
538
10
342
28
880
02:00
28
59
566
2.278
7
50
294
1.200
35
109
860
3.478
02:15
11
520
19
270
30
790
02:30
12
594
12
303
24
897
02:45
8
598
12
333
20
931
03.00
18
63
654
2.852
15
50
324
1350
33
113
978
4202
03:15
16
666
11
350
27
1.016
03:30
12
778
11
328
23
1.106
03:45
17
754
13
348
30
1.102
04:00
6
79
879
3,667
10
96
336
1,262
16
175
1,215
4,929
04:15
29
938
10
294
39
1232
04:30
22
920
22
298
44
1218
04:45
22
930
54
334
76
1.264
05:00
40
217
1,046
3,867
40
384
334
1,389
80
601
1,380
5,256
05:15
45
1,000
82
361
127
1,361
05:30
62
960
115
330
177
1290
05:45
70
861
147
364
217
1225
06:00
103
463
792
2.876
158
1.398
312
1.139
261
1.861
1.104
4.015
06:15
121
812
242
300
363
1.112
06:30
114
792
382
262
496
1,054
06:45
125
480
616
265
741
745
07:00
194
969
438
1.736
540
3.117
236
773
734
4.086
674
2.509
07:15
185
448
738
210
923
658
07:30
286
470
925
166
1.211
636
07:45
304
380
914
161
1,218
541
08:00
376
1.272
310
1.192
696
3.037
123
559
1.072
4.309
433
1.751
08:15
328
352
762
142
1.090
494
08:30
278
268
767
142
1.045
410
08:45
290
262
812
152
1.102
414
09:00
263
1,152
270
931
616
2,018
120
438
879
3,170
390
1,369
09.15
272
277
498
108
770
385
09:30
316
208
444
96
760
304
09:45
301
176
460
114
761
290
10:00
292
1.280
169
588
360
1,379
88
317
652
2.659
257
905
10:15
339
162
322
92
661
254
1030
329
133
347
81
676
214
10:45
320
124
350
56
670
180
11:00
371
1.490
102
369
288
1.256
48
178
659
2.746
150
547
11:15
370
104
328
48
698
152
11:30
365
93
290
52
655
145
11:45
384
70
350
30
734
100
Totals
7-376
23.786
12.939
11.072
20.315
34.858
Svlit%
36.3
68.2
63.7
31.8
Day Totals
31.162
24.011
55.173
Day Svlits
56.5
43.5
Peak Hour
11:00
04:45
07:30
05:00
07:30
04:45
Volume
1.490
3.936
3.297
1.389
4.591
5295
Factor
0.97
0.94
0.89
0.95
0.94
0.96
Data File: D1809100 19 Printed: 9/28/2018
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location
COAST HIGHWAY
Site: [NEWPORT BCH
Segment
E/O
SUPERIOR AVENUE
Date: 09/26/18
Client
CITY
NEWPORT BCH
Interval
WB
EB
Cctnbined
Day: Wednesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
29
79
175
672
14
67
278
1.174
43
146
453
1.846
12:15
16
166
30
292
46
458
12:30
18
170
11
322
29
492
12:45
16
161
12
282
28
443
01:00
10
28
164
772
15
43
288
1.123
25
71
452
1.895
01:15
9
176
12
311
21
487
01:30
7
200
2
252
9
452
O1.45
2
232
14
272
16
504
02:00
12
25
211
899
7
42
234
1.036
19
67
445
1.935
02:15
4
207
12
238
16
445
02:30
3
231
12
284
15
515
02:45
6
250
11
280
17
530
03.00
9
23
224
1.106
14
43
293
1282
23
66
517
2388
03:15
5
278
11
330
16
608
03:30
1
306
8
326
9
632
03:45
8
298
10
333
18
631
04:00
6
32
366
1,402
11
88
338
1,174
17
120
704
2,576
04:15
8
335
10
286
18
621
04:30
8
350
22
284
30
634
04:45
10
351
45
266
55
617
05:00
16
92
366
1,370
48
369
314
1,205
64
461
680
2,575
05:15
18
314
72
306
90
620
05:30
22
357
109
274
131
631
05:45
36
333
140
311
176
644
06:00
42
215
368
1.238
130
1.169
264
1.007
172
1.384
632
2.245
06:15
55
324
212
265
267
589
06:30
50
338
354
224
404
562
06:45
68
208
473
254
541
462
07:00
58
380
206
750
462
2.387
202
669
520
2.767
408
1.419
07:15
66
199
572
177
638
376
07:30
126
194
681
160
807
354
07:45
130
151
672
130
802
281
08:00
148
539
154
577
532
2.173
108
484
680
2.712
262
1.061
08:15
134
180
573
124
707
304
08:30
127
124
556
136
683
260
08:45
130
119
512
116
642
235
09:00
178
670
136
479
462
1.580
90
344
640
2,250
226
823
09.15
168
120
392
84
560
204
09:30
174
119
380
68
554
187
09:45
150
104
346
102
496
206
10:00
166
690
76
290
292
1.110
98
326
458
1.800
174
616
10:15
189
82
270
72
459
154
1030
189
82
286
92
475
174
10:45
146
50
262
64
408
114
11:00
166
604
43
161
266
1.128
44
152
432
1.732
87
313
11:15
140
48
288
47
428
95
11:30
140
41
272
40
412
81
11:45
158
29
302
21
460
50
Totals
3377
9.716
10.199
9.976
13.576
19.692
Svlit%
24.9
49.3
75.1
50.7
Day Totals 13.093
Day Svlits 39.4
20.175
60.6
33.268
Peak Hour 09:45 04:00 07:30 03:15 07:30 03:45
Volume 694 1.402 2.458 1.327 2.996 2.590
Factor 0.92 0.96 0.90 0.98 0.93 0.92
Data File: D1809102 20 Printed: 9/28/2018
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location
BALBOA BOULEVARD
Site: [NEWPORT BCH
Segment
S/O
COAST
HIGHWAY
Date: 09/26/18
Client
CITY
NEWPORT BCH
Interval
NB
SB
Cctnbined
Day: Wednesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
31
95
154
578
32
138
199
923
63
233
353
1.501
12:15
29
132
48
223
77
355
12:30
23
162
24
228
47
390
12:45
12
130
34
273
46
403
01:00
24
62
172
637
21
63
212
892
45
125
384
1.529
01:15
14
176
20
228
34
404
01:30
18
140
16
203
34
343
O1.45
6
149
6
249
12
398
02:00
14
42
172
642
12
40
218
811
26
82
390
1.453
02:15
12
162
12
184
24
346
02:30
12
154
8
222
20
376
02:45
4
154
8
187
12
341
03.00
14
39
176
710
8
26
217
955
22
65
393
1.665
03:15
8
162
6
248
14
410
03:30
5
194
2
234
7
428
03:45
12
178
10
256
22
434
04:00
2
32
186
727
4
26
231
966
6
58
417
1.693
04:15
10
196
8
245
18
441
04:30
7
183
6
238
13
421
04:45
13
162
8
252
21
414
05:00
16
139
186
702
19
129
227
1.083
35
268
413
1.785
05:15
33
190
29
294
62
484
05:30
26
158
31
260
57
418
05:45
64
168
50
302
114
470
06:00
62
352
180
659
78
427
288
1.112
140
779
468
1.771
06:15
78
147
98
288
176
435
06:30
106
166
99
306
205
472
06:45
106
166
152
230
258
396
07:00
111
603
144
568
151
902
213
715
262
1.505
357
1.283
07:15
129
178
181
208
310
386
07:30
187
146
232
158
419
304
07:45
176
100
338
136
514
236
08:00
226
756
98
398
210
906
151
648
436
1.662
249
1.046
08:15
178
108
242
193
420
301
08:30
182
106
252
144
434
250
08:45
170
86
202
160
372
246
09:00
163
636
76
276
207
787
120
510
370
1.423
196
786
09.15
152
56
194
130
346
186
09:30
157
62
184
126
341
188
09:45
164
82
202
134
366
216
10:00
130
535
62
229
156
708
103
378
286
1.243
165
607
10:15
136
57
192
106
328
163
1030
134
54
174
94
308
148
10:45
135
56
186
75
321
131
11:00
155
571
49
153
190
805
40
217
345
1.376
89
370
11:15
148
40
202
66
350
106
11:30
134
28
194
61
328
89
11:45
134
36
219
50
353
86
Totals
3.862
6.279
4.957
9.210
8.819
15.489
Svlit%
43.8
40.5
56.2
59.5
Day Totals
10.141
14.167
24.308
Day Svlits
41.7
58.3
Peak Hour
07:30
03:30
07:45
05:45
07:45
05:45
Volume
767
754
1.042
1.184
1.804
1.845
Factor
0.85
0.96
0.77
0.97
0.88
0.98
Data File: D1809103 21 Printed: 9/28/2018
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location
SUPERIOR
AVENUE
Site: [NEWPORT BCH
Segment
: N/O
COAST HIGHWAY
Date: 09/26/18
Client
CITY NEWPORT BCH
Interval
NB
SB
Cctnbined
Day: Wednesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
17
51
146
653
12
48
192
772
29
99
338
1.425
12:15
17
166
15
175
32
341
12:30
10
172
10
208
20
380
12:45
7
169
11
197
18
366
01:00
11
28
166
772
12
38
167
679
23
66
333
1.451
01:15
5
190
11
184
16
374
01:30
8
212
11
170
19
382
01.45
4
204
4
158
8
362
02:00
6
21
166
710
6
13
188
776
12
34
354
1.486
02:15
8
175
4
194
12
369
02:30
5
190
2
198
7
388
02:45
2
179
1
196
3
375
03.00
6
15
160
701
3
15
238
914
9
30
398
1.615
03:15
4
228
4
206
8
434
03:30
2
174
3
238
5
412
03:45
3
139
5
232
8
371
04:00
3
27
151
592
3
25
246
1.062
6
52
397
1.654
04:15
2
160
8
280
10
440
04:30
10
134
7
280
17
414
04:45
12
147
7
256
19
403
05:00
11
117
139
596
18
102
324
1.094
29
219
463
1.690
05:15
24
154
16
304
40
458
05:30
29
147
30
254
59
401
05:45
53
156
38
212
91
368
06:00
49
382
150
572
44
263
214
798
93
645
364
1.370
06:15
71
148
60
216
131
364
06:30
106
122
73
198
179
320
06:45
156
152
86
170
242
322
07:00
137
945
131
484
101
529
130
458
238
1.474
261
942
07:15
198
124
128
134
326
258
07:30
260
108
126
108
386
216
07:45
350
121
174
86
524
207
08:00
294
1.258
67
294
148
554
86
333
442
1.812
153
627
08:15
312
77
143
91
455
168
08:30
316
74
146
80
462
154
08:45
336
76
117
76
453
152
09:00
258
910
58
244
109
479
85
289
367
1.389
143
533
09.15
232
57
118
86
350
143
09:30
192
62
126
64
318
126
09:45
228
67
126
54
354
121
10:00
198
747
51
174
150
594
44
156
348
1.341
95
330
10:15
184
48
146
42
330
90
1030
169
52
156
34
325
86
10:45
196
23
142
36
338
59
11:00
162
639
40
95
164
645
21
95
326
1.284
61
190
11:15
179
17
144
25
323
42
11:30
138
19
173
25
311
44
11:45
160
19
164
24
324
43
Totals
5.140
5.887
3.305
7.426
8.445
13.313
Svlit%
60.9
44.2
39.1
55.8
Day Totals
11.027
10.731
21.758
Day Svlits
50.7
49.3
Peak Hour
07:45
01:00
11:00
04:30
07:45
04:30
Volume
1.272
772
645
1.164
1.883
1.738
Factor
0.91
0.91
0.93
0.90
0.90
0.94
Data File: D1809101 22 Printed: 9/28/2018
i
R��ER q �FNv
F
L
L
F
SUPERIOR AVENUE
r
SUNSET RIDGE PARK
t
Vo
.kft o
•�•.�••`•
ge f F'CgNTR 2vq�Wq 3� R h a
•, T
r
� �'••.,�'�-._ '�-., �G/�r�q _ � ,��- HOAG LOWER
ivy. 2
'� ~` r �► CAMPUS
•�• rte. ,��
LEGEND
PROPOSED SUPERIOR AVENUE PEDESTRIAN/BIKE BRIDGE AND PARKING LOT (PHASE 1 - NOT PART OF FUNDING APPLICATION)
PROPOSED WEST COAST HIGHWAY WIDENING AND WEST COAST HIGHWAY PEDESTRIAN/BIKE BRIDGE (PHASE 2)
LAYOUT PLAN
23 NTS
J
STATE OF CALIFORNIA—CALIFORNIA STATE TRANSPORTATION AGENCY EDMUND G BROWN Jr.,Govemor
DEPARTMENT OF TRANSPORTATION
DISTRICT 12
1750 EAST 4TH STREET, SUITE 100
SANTA ANA, CA 92705
PHONE (657) 328-6000
FAX (657) 328-6522
TTY 711
www.dot.ca.gov/dl2
November 29, 2018
David A. Webb
Public Works Director
Department of Public Works
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Dear Mr. Webb:
Making Conservation
a California Way of Life.
The California Department of Transportation (Department) is aware of the City of Newport
Beach's plans for proposed improvements at Pacific Coast Highway (PCH) and Superior
Avenue/Balboa Boulevard in the City of Newport Beach. The City's project proposal is to add
new pedestrian/bicycle bridges across PCH and Superior Ave in -order to eliminate the at -grade
cross -walks.
The City has informed us of their intent to submit a funding application to the Orange County
Transportation Authority under the current Measure M2 Comprehensive Transportation Funding
Program for this project. The Department supports the City's project. The Department requires
the city meet all design standards, policies and procedures. Additionally, the project must be in
compliance with the Right of Way Agreement that deeded a property at PCH/Superior to the
City.
Please be advised that an encroachment permit will be required from the City prior to work
performed within the State right of way. Should you have any questions regarding this
correspondence please contact me at 949-279-8800.
Sincerely
Steve Kinaly
Project Manager — State Route 1
"Provide a safe, sustainable, integrated and efficient transportation system
to enhance California's t2romy and livability"