HomeMy WebLinkAbout2023-02-07; City Council; ; Approval of Plans, Specifications and Contract Documents and Authorization to Advertise for Bids for the 2022 East-West Corridors Emergency Resurfacing and Restriping ProCA Review CKM
Meeting Date: Feb. 7, 2023
To: Mayor and City Council
Staff Contact: Eric Zielke, Senior Engineer
eric.zielke@carlsbadca.gov, 442-339-2230
Hossein Ajideh, Engineering Manager
hossein.ajideh@carlsbadca.gov, 442-339-2756
Subject:
Districts:
Approval of Plans, Specifications and Contract Documents and
Authorization to Advertise for Bids for the 2022 East-West Corridors
Emergency Resurfacing and Restriping Project, and Approval of a
Roadway Reconfiguration and Associated Level of Service for
Westbound Carlsbad Village Drive from College Boulevard to El Camino
Real
All
Recommended Actions:
Adopt a resolution approving the plans, specifications and contract documents and authorizing
the City Clerk to advertise for bids for the 2022 East-West Corridors Emergency Resurfacing and
Restriping Project, and approving a roadway reconfiguration resulting in level of service D for
one segment westbound Carlsbad Village Drive from College Boulevard to El Camino Real under
Mobility Element Section 3-P.15.
Executive Summary
This project will resurface and restripe several east-west arterial streets, some of the major
east-west corridors through the city, as part of the city’s ongoing Pavement Management
Program (Capital Improvement Program Project No. 6001).
The restriping will create enhanced bicycle lanes as recommended in the Safer Streets Together
plan (Exhibit 2), approved by the City Council on Sept. 27, 2022. The plan was developed as a
result of the city’s state of local emergency for bike, e-bike and traffic safety, first proclaimed by
the City Manager on Aug. 23, 2022, and ratified in a resolution by the City Council on Aug. 30,
2022. Subsequent extensions of the proclamation have been approved, most recently on
Jan. 24, 2023.
This item is being presented to the City Council because Carlsbad Municipal Code Section
3.28.080(E) requires City Council approval for all construction projects that are to be formally
bid when the value exceeds the $200,000 limit established by California Public Contract Code
Section 22032(c). The construction cost of the project is estimated to be $5,061,000, not
including construction contingency and construction management costs. The vehicle lane
reconfiguration proposed on one segment of roadway also requires the City Council’s approval,
as explained below.
Feb. 7, 2023 Item #15 Page 1 of 53
Staff recommend the City Council adopt the proposed resolution approving the plans,
specifications and contract documents and authorizing the City Clerk to advertise for
construction bids for the project, and approving a roadway reconfiguration resulting in level of
service D for one segment westbound Carlsbad Village Drive from College Boulevard to El
Camino Real.1 The resolution is attached as Exhibit 1. The plans, specifications and contract
documents are Exhibit 4.
Explanation & Analysis
Restriping
The project accelerates the resurfacing and restriping of several east-west arterial streets. It will
improve the pavement condition on the following road segments:
The proposed restriping will clearly mark bicycle-vehicle conflict zones with green markings.
The striping modifications will:
• Provide greater separation between vehicles and bicyclists
• Identify and minimize potential areas of conflict
• Increase visibility of bicycle lanes
• Reinforce that bicyclists have priority in conflict zones
1 The plans, specifications and contract documents may be revised through addenda based on questions received
during the bidding process. If there are revisions during the bidding process, the City Council will be asked to
approve revised plans, specifications and contract documents at the time the contract is awarded.
Carlsbad Village Drive - College
Boulevard to Interstate 5, 3.3
miles
Tamarack Avenue - Carlsbad
Boulevard to Carlsbad Village
Drive, 3.5 miles
Olivenhain Road – Encinitas
city limits to Rancho Santa Fe
Road, 0.2 miles
Cannon Road – Carlsbad
Boulevard to Faraday Avenue,
1.8 miles
Poinsettia Lane - Carlsbad
Boulevard to Melrose Drive, 5
miles
La Costa Avenue – Interstate 5
to Fairway Lane, just past El
Camino Real, 2.3 miles
Feb. 7, 2023 Item #15 Page 2 of 53
-----..----If}-~
-Reconfigure arterial limits
-Resurfacing and restriping limits
• Slightly slow speeds of motorized vehicles along the corridors due to the reduced travel
lane width
The project will also reduce the long-term maintenance costs of the resurfaced road segments
by reducing the width of the vehicular travel lanes.
In response to feedback from the Traffic & Mobility Commission and public comments, staff
revised their approach and the plans from restriping with consistent 10 foot-wide vehicle lanes
to instead providing a 10.5-foot-wide vehicle travel lane adjacent to the center medians in
areas with bike lanes that are least 8 feet wide. An exception will be La Costa Avenue, which
does not have the existing curb-to-curb width to allow for the 10.5 foot width adjacent to the
median in all sections.
Segments in Caltrans’s right-of-way
All of the streets except Olivenhain Road include small portions within Caltrans’s right-of-way,
those portions approaching and going under or over I-5. The new or enhanced existing bicycle
lanes will reduce vehicle lane widths to 10 feet within the city’s right-of-way, and, since
Caltrans’s standards do not allow for 10-foot-wide vehicle lanes, staff have been coordinating
with Caltrans staff to request approval to reduce the lanes widths in these segments to
between 10.5 and 11 feet.
The project is structured so that work can proceed on the safety enhancements on the other
portions of the streets before the city receives Caltrans’s approval to do the resurfacing and
restriping of the segments within Caltrans’s right-of-way.
Staff will continue to work with Caltrans staff to receive approval for the proposed striping
modifications through the interchanges and, if Caltrans approves before the construction
contract is awarded, that portion of the project will be included within the project.
Should Caltrans’s approval process take longer than the project schedule allows, the city will
pursue the sealing and restriping of the portions within Caltrans’s right-of-way as a separate
project.
Reconfiguring arterial streets for safety
In addition to roadway resurfacing, the project will reconfigure several east-west arterial
segments consistent with the Safer Streets Together plan. Reconfiguring these segments
includes reducing the width of vehicle lanes, which will improve safety, calm traffic and provide
better mobility for all road users. Reconfiguring roadways also reduces the long-term pavement
maintenance costs and improves the line of sight, and it provides staging areas for left turns for
side street users approaching the arterial roadways.
Two additional reconfigurations with vehicle lane reductions aside from those identified in the
Safer Streets Plan were identified during the design of the project and added to the project’s
scope. This reconfiguration work will be phased, with the first phase including the following
segments:
• Carlsbad Village Drive – Appian Road to Chatham Road
• Tamarack Avenue – Skyline Drive to Carlsbad Village Drive
• Cannon Road – Carlsbad Boulevard to Avenida Encinas
• Poinsettia Lane – Carlsbad Boulevard to Avenida Encinas
Feb. 7, 2023 Item #15 Page 3 of 53
Consistency with General Plan
The city’s General Plan, in its Mobility Element, establishes specific standards for the level of
service provided by the city’s streets for people using all forms of travel. These levels of service
are graded from A to F, with a grade of E or F noting a failure to meet these standards. They
include a roadway’s capacity for vehicle travel.
Only the City Council can approve a road diet or vehicle traffic calming improvements that
would reduce vehicle capacity to or below a level of service of D, under Mobility Element
Section 3-P.15.
This project will do that on one segment of roadway, the westbound segment of Carlsbad
Village Drive, from College Boulevard to El Camino Real. However, based on staff’s analysis, this
project will not cause any additional congestion on these streets.
Vehicle delays typically occur at intersections where street capacity is most constrained due to
stops at traffic signals. The proposed reconfigured roadways will not change the number of
travel lanes at intersections with traffic signals within the project limits, except at two
intersections on Carlsbad Village Drive, at Pontiac Drive and at Concord Street. Those
intersections will be reduced to one vehicle lane in each direction of travel.
To better understand the potential impacts of the proposed lane reductions on Carlsbad Village
Drive at the intersections with Pontiac Drive and Concord Street, staff conducted a more
detailed intersection level of service analysis to compare the existing conditions to the
proposed arterial realignment conditions. This analysis concluded that both intersections would
continue to operate at an acceptable level of service A with the proposed roadway realignment.
Based on staff’s analysis, only the westbound side road segment of Carlsbad Village Drive from
College Boulevard to El Camino Real would degrade from a level of service of C to a D because
of the proposed vehicle lane width reductions. Because of this change in the level of service,
the City Council’s approval is required for reconfiguring vehicle lanes in this segment under the
terms of the Mobility Element, even though staff’s analysis has not indicated this lane
reconfiguration will result in additional congestion.
The segments along Tamarack Avenue, Cannon Road and Poinsettia Lane will not fall to a level
of service below a grade of C, and the analysis indicated there would be no significant change in
traffic operations on those segments.
Traffic and Mobility Commission Recommendation
After reviewing the striping plans of the project and providing feedback in December, the
Traffic and Mobility Commission voted 4-1-0-2 on Jan. 3, 2023, to support staff’s
recommendation to implement the project. The draft minutes of this meeting are attached as
Exhibit 3.
Feb. 7, 2023 Item #15 Page 4 of 53
Fiscal Analysis
Sufficient funding is available in the Pavement Management Program, CIP Project No. 6001, to
complete the project. The program funding sources include non-jurisdictional fees (generated
from trash haulers), gas tax and TransNet local funds.2 The available funds and estimated
construction costs are shown in the following table:
Pavement Management Program
Capital Improvement Project No. 6001
Total appropriation to date $53,799,889
Total expenditures and encumbrances to date $44,426,510
Total Available Balance $9,373,379
2022 East-West Corridors Emergency Resurfacing and Restriping Project
Capital Improvement Project No. 6001-22E
Construction contract (engineer’s estimate) $5,061,000
Construction contingency (estimated) $760,000
Construction management, inspection and material testing (estimated) $760,000
Total estimated construction costs $6,581,000
Remaining balance $2,792,379
Additional appropriation needed $0
Carlsbad Municipal Code Sections 3.28.040(C)(5) and 3.28.090(B) authorize the City Manager or
designee to approve change orders in an amount equal to the contingency set at the time of
project award, which for this project is $760,000.
Options
Staff provide the following options for the City Council’s consideration:
1. Approve the plans, specifications and contract documents and authorize the City Clerk
to advertise for bids for the project
Pros
• The project extends effective pavement life for several of the city’s arterial
streets
• Improves safety for all modes of transportation by reducing vehicle lanes and
providing enhanced bicycle lanes
• Sufficient funding is available to complete the project
Cons
• None identified
2 TransNet is a countywide sales tax collected to fund regional transportation projects.
Feb. 7, 2023 Item #15 Page 5 of 53
2. Do not approve the project plans, specifications and contract documents and do not
authorize advertisement for construction bids
Pros
• None identified
Cons
• Delays project advertisement for construction bids, selection of contractor and
start of construction
• Existing conditions will remain on the subject east-west corridors
• Pavement deterioration issues will continue to exist
• Potential increase in construction costs due to delay in advertisement and award
Staff recommend Option 1.
Next Steps
Upon the City Council’s approval, staff will advertise a request for bids for the project. Staff will
review and evaluate the responses and will identify the lowest responsive and responsible
bidder.
Staff will then return to the City Council with a recommendation to approve any revisions to the
plans, specifications and contract documents and award a construction contract to the
identified bidder, which is expected to be in March 2023. The construction contract provides for
four months to complete the project, so the work is expected to be complete this summer.
Environmental Evaluation
The City Planner has determined that the project is exempt from the California Environmental
Quality Act under CEQA Guidelines Section 15301(c), which covers the repair of existing public
structures and facilities involving negligible or no expansion.
Exhibits
1. City Council resolution
2. Safer Streets Together draft plan
3. Draft minutes of the Jan. 3, 2023, Traffic and Mobility Commission meeting
4. Project plans, specifications and contract documents (on file at the Office of the City Clerk)
Feb. 7, 2023 Item #15 Page 6 of 53
RESOLUTION NO. 2023-050
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT
DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS
FOR THE 2022 EAST-WEST CORRIDORS EMERGENCY RESURFACING AND
RESTRIPING PROJECT, AND APPROVING A ROADWAY RECONFIGURATION
RESULTING IN A LEVEL OF SERVICE D FOR ONE SEGMENT, WESTBOUND
CARLSBAD VILLAGE DRIVE FROM COLLEGE BOULEVARD TO EL CAMINO REAL
WHEREAS, the City Council of the City of Carlsbad, California, has determined it is necessary,
desirable and in the public interest to resurface and restripe various east-west arterial streets as a part of
the city's ongoing Pavement Management Program and consistent with the Safer Streets Together plan,
Option A, which the City Council directed staff to proceed with on Sept. 27, 2022; and
WHEREAS, the plans, specifications and contract documents for the 2022 East-West Corridors
Emergency Resurfacing and Restriping, Capital Improvement Program Project No. 6001-22E have been
prepared and are on file at the City Clerk's Office and are incorporated by reference; and
WHEREAS, the City of Carlsbad Mobility Element 3-P.15 states that the City Council shall have
the sole discretion to approve any road diet or vehicle traffic calming improvements that would reduce
vehicle capacity to or below a level of service of D; and
WHEREAS, based on the performed level of service analysis, the westbound segment of
Carlsbad Village Drive, from College Boulevard to El Camino Real, would degrade to level of service D from
a level of service C because of the proposed arterial reduction; and
WHEREAS, staff conducted a more detailed intersection level of service analysis to compare the
existing conditions to the proposed arterial realignment conditions; and
WHEREAS, this intersection level of service analysis indicated both intersections would operate
at a level of service A under the existing and the proposed arterial realignment conditions; and
WHEREAS, sufficient program funds are available to complete the project; and
WHEREAS, the City Planner has determined that the project is exempt from the California
Environmental Quality Act under CEQA Guidelines Section 15301(c), which covers the minor alteration of
existing facilities including streets, sidewalks, gutters and similar facilities, including pedestrian crossings,
involving negligible or no expansion, and that no exception to the exemption as set forth in CEQA
Guidelines section 15300.2 applies.
Exhibit 1
Feb. 7, 2023 Item #15 Page 7 of 53
follows:
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as
1.That the above recitations are true and correct.
2.That the plans, specifications and contract documents for the 2022 East-West Corridors
Emergency Resurfacing and Restriping, CIP Project No. 6001-22E, are approved and are
on file at the City Clerk's Office.
3.That the City Clerk is authorized and directed to publish in accordance with state law, a
Notice to Contractors inviting bids for the construction of the project, in accordance with
the plans, specifications and contract documents referred to in this resolution.
4.That the roadway reconfiguration of westbound Carlsbad Village Drive from College
Boulevard to El Camino Real is approved.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of
Carlsbad on the 7th day of February, 2023, by the following vote, to wit:
AYES:
NAYS:
ABSTAIN:
ABSENT:
Blackburn, Bhat-Patel, Acosta, Burkholder.
None.
None.
None.
�
KEITH BLACKBURN, Mayor
SHERRY FREISINGER, City Clerk
(SEAL)
Feb. 7, 2023 Item #15 Page 8 of 53
Exhibit 2
Sept. 27, 2022 Item #8 Page 14 of 52Oct. 27, 2022 Item #1 Page 16 of 147Feb. 7, 2023 Item #15 Page 9 of 53
DRAFT
City of Carlsbad
Safer Streets Plan
1
Introduction
National traffic safety trends show a dramatic increase in traffic-related deaths, with the first quarter
of 2022 showing the highest number of deaths in two decades. Here in Carlsbad, injury collisions
involving bikes and e-bikes have increased over 200% since 2019, with roughly half of those being
e-bikes in 2022. Community members have requested more neighborhood traffic calming, more
enforcement, stricter laws and faster implementation of the city’s program to adapt local streets to
current and future uses, which include more biking and walking.
The city has recently taken several steps to address these concerns:
• Approved a new comprehensive plan to transform the city’s road network to one that
prioritizes moving people, not just cars, and prioritized implementation in the city’s annual
budget
• Completed dozens of projects to slow traffic and expand bike lanes and sidewalks
• Passed stricter rules for e-bikes and similar motorized mobility devices
• Implemented a public education program focused on safe biking, including e-bikes
• Increased enforcement related to roadway safety and traffic violations
Despite these efforts, collisions involving bikes and e-bikes in 2022 are tracking at the same
unprecedented rate as last year’s high of one collision nearly every three days. With children
throughout Carlsbad returning to school in August and given the significant increase in bike and e-bike
collisions, the City of Carlsbad declared a local emergency on Aug. 23, 2022, to immediately provide
more options, tools and resources to reverse this trend.
About this plan
This plan provides potential immediate and longer-term actions to address traffic safety in three main
areas, often referred to as the three Es of traffic safety:
Sept. 27, 2022 Item #8 Page 15 of 52Oct. 27, 2022 Item #1 Page 17 of 147Feb. 7, 2023 Item #15 Page 10 of 53
ENFORCEMENT * Hold all users accountable for following the rules of the road and
engaging in safe behaviors.
DRAFT
City of Carlsbad
Safer Streets Plan
2
Strategies and actions
Specific strategies, policies and approaches are presented as options according to the following
timeframes:
Estimated costs
Many initiatives in this plan are already funded and able to move forward. Others have funding
sources identified in the Capital Improvement Program but require City Council to appropriate funding
in this fiscal year. Finally, some options do not yet have funding identified. In these cases, the City
Council may choose to appropriate funding from one of the city’s fund balances, seek grant funding,
appropriate funding from the General Fund reserve or seek other funding sources.
Sept. 27, 2022 Item #8 Page 16 of 52Oct. 27, 2022 Item #1 Page 18 of 147Feb. 7, 2023 Item #15 Page 11 of 53
8/23/22 9/27/22 3/27/23 9/27/23
DRAFT
City of Carlsbad
Safer Streets Plan
3
Foundational elements
The City of Carlsbad has already prioritized traffic safety through its policies, projects, services and
special initiatives. Some of these foundational elements include:
General Plan Mobility Element
Approved by the City Council in 2015, the Mobility Element
guides future decisions related to how the city plans the
connectivity of the city’s transportation system by
identifying the preferred attributes of various street types
found in Carlsbad. It incorporates a “complete streets”
approach to designing city streets that balances the needs
of all users on the street including motorists, pedestrians,
bicyclists, children, persons with disabilities, seniors,
movers of commercial goods and users of public
transportation. It is complementary to other elements
within the General Plan.
Planned projects
The city’s Capital Improvement Program includes 40 planned traffic and mobility related projects to be
completed over the next 15 years. Other projects are planned as part of the city’s Sustainable Mobility
Plan implementation and the Carlsbad Residential Traffic Management Program. In all the city is
currently working on over 100 projects related to traffic and mobility improvements at a cost of about
$350 million. Funding for these projects has been appropriated from various sources including gas tax,
the TransNet transportation sales tax, and the city’s traffic impact fees. Some of the main projects are
listed below in order of the expected completion date.
• Tamarack Traffic Calming - Skyline Drive to Adams Street
• Tyler Street Traffic Circulation Study
• Safe Routes to School Plan – Hope Elementary
• Installation of permanent speed feedback signs at 8 locations in the Barrio
• Carlsbad Blvd pedestrian improvements between Mountain View Drive and Tamarack Avenue
• Melrose Drive right turn lane to westbound Palomar Airport Road
• Palomar Airport Road and College Boulevard improvements
• El Camino Real widening - Poinsettia Lane to Camino Vida Roble
• Kelly Drive and Park Drive complete street improvements
• Palomar Airport Road and Avenida Encinas improvements
• Traffic signal - Maverick Way and Camino De Los Coches
• Las Flores Street at I-5 Traffic Calming
• Barrio traffic circles
• Village decorative lighting
• Beach access repair & upgrades - Pine to Tamarack
• Avenida Encinas Coastal Rail Trail and Pedestrian Improvements
• El Camino Real right turn lane to eastbound Alga Road
• El Camino Real widening - Arenal Road to La Costa Avenue
• Terramar Area coastal improvements
• Carlsbad Boulevard and Tamarack pedestrian improvements
• El Camino Real widening - Sunny Creek to Jackspar
• Valley and Magnolia complete streets
Sept. 27, 2022 Item #8 Page 17 of 52Oct. 27, 2022 Item #1 Page 19 of 147Feb. 7, 2023 Item #15 Page 12 of 53
DRAFT
City of Carlsbad
Safer Streets Plan
4
• ADA beach access – Pine to Tamarack
• Avenida Encinas and Palomar Airport Road pedestrian access improvement
• Camino De Los Coches and La Costa Avenue intersection control
• Carlsbad Boulevard pedestrian lighting - Tamarack Avenue to State Street
• Carlsbad Village Drive and Grand Avenue pedestrian improvements
• Christiansen Way improvements
• Valley Street traffic calming
• Barrio street lighting
• Chestnut Avenue complete street improvements - Valley Street to Pio Pico
• Chestnut complete street – Interstate 5 to railroad
• Grand Avenue Promenade
• La Costa Avenue traffic improvements
• State Street and Grand Avenue road improvements
• Poinsettia Lane and Oriole Court traffic control improvements
• Trail connectivity to Tamarack State Beach
• Carlsbad Boulevard realignment- Manzano Drive to Island Way
• College Boulevard extension
• South Carlsbad Coastline: Road Realignment and Public Spaces
Sustainable Mobility Plan
Approved by the City Council in January 2021, the Sustainable Mobility Plan implements the Mobility
Element of the city’s General Plan and guides the city in expanding and improving safe, healthy and
convenient travel options for people of all ages and abilities. It combines projects and programs from
12 previous planning documents into a single strategic plan that includes:
Safe Routes to School
An approach that includes infrastructure improvements, enforcement tools, safety education
and incentives to promote walking, bicycling and carpooling to school.
Transportation Demand Management
Strategies to encourage Carlsbad workers and residents to walk, bike, ride transit and carpool
instead of driving alone. This approach helps the city achieve its sustainability and mobility
goals while mitigating congestion and increasing access and connectivity in the transportation
network.
Local Roadway Safety Plan
A framework to systematically analyze and identify areas where transportation safety can be
improved and recommend specific safety improvements for all road users.
Street Design Guidelines
Provides a set of best practices that can be incorporated by the City of Carlsbad to create
streets that will serve all users. These guidelines were developed using best practices in street
design from Carlsbad, San Diego County, the state of California and around the world. They
are intended to evolve and adapt to incorporate new treatments and techniques as they are
developed and proven successful.
Sept. 27, 2022 Item #8 Page 18 of 52Oct. 27, 2022 Item #1 Page 20 of 147Feb. 7, 2023 Item #15 Page 13 of 53
DRAFT
City of Carlsbad
Safer Streets Plan
5
Carlsbad Residential Traffic Management Program
This program provides a way for city staff to work directly with neighborhoods that have concerns
about traffic safety. Based on an initial assessment, staff can utilize one or more approaches to slow
down speeds, discourage cut-through traffic, enhance pedestrian and bike safety, and make other
changes. Solutions include traffic circles, speed cushions, extending curbs and other measures. Eleven
neighborhoods are a part of the program this fiscal year:
• Victoria Avenue from Pontiac Drive to Haverhill Street
• Highland from Carlsbad Village Drive to Buena Vista Way
• Nueva Castilla from La Costa Avenue to Levante Street
• Monroe Street from Basswood Avenue to Carlsbad Village Drive
• Circulo Sequoia from Camino Junipero to Avenida Diestro
• Celina Drive from Carlsbad Village Drive to Chestnut Avenue
• Park Drive from Tamarack Avenue to Monroe Street
• Hummingbird Road from Sanderling Court to Rock Dove Street
• Black Rail Road from Poinsettia Lane to Northern Terminus
• Plum Tree Road from Hidden Valley to Aviara Parkway
• Carrillo Way from Rancho Brasado to Rancho Caballo Annual streets maintenance projects
The city repaves dozens of streets annually, based on conditions, to ensure the 350 miles of city-
owned roads are properly maintained. During construction, the city also updates the striping to best
serve all the users of the streets.
Customized traffic control plans for large events
The city minimizes the traffic impact of large events through the coordinated deployment of traffic
control devices and special events personnel.
Regional coordination and advocacy
The city collaborates with agency partners at Caltrans, the San Diego Association of Governments and
the North County Transit District on regional projects and long-term planning studies.
Public education
The city promotes safe driving, cycling and walking through an ongoing public education program that
includes social media, videos, workshops and partnerships with mobility groups.
Engineering design standards
Establishes uniform and best practice policies and procedures for the design and construction of public
improvements, which promote safety for all infrastructure users.
E-bike ordinance
In April 2022, the City Council made Carlsbad the first city in the region with a law specific to e-bikes,
e-scooters and other similar mobility devices. The law makes it easier to enforce safe e-bike riding
behaviors and includes a provision that allows people to take a safety class in lieu of paying a fine for
their first citation.
School crossing guard program
The City of Carlsbad funds 36 school crossing guards who serve 14 schools in the city, under the
supervision of the Carlsbad Police Department.
Sept. 27, 2022 Item #8 Page 19 of 52Oct. 27, 2022 Item #1 Page 21 of 147Feb. 7, 2023 Item #15 Page 14 of 53
DRAFT
City of Carlsbad
Safer Streets Plan
6
Traffic enforcement
There is a dedicated Traffic Division within the Carlsbad Police Department to enforce the rules of the
road.
Immediate actions (completed in 3 months) ________________________
Since the emergency proclamation on Aug. 23, 2022, the city has taken more than a dozen actions.
Many are funded through a $2 million budget appropriation made by the City Council when it ratified
the emergency on Aug. 30. Others are funded through existing budget appropriations for fiscal year
2022-23. In these cases, staff have accelerated the timing of implementation or temporarily
reprioritized other work.
Safer Streets Together roll out
Developed and implemented a short-term campaign to introduce the community to the
Safer Streets Together initiative, including the following activities:
• Created Safer Streets Together website within the city’s site to provide campaign
information and resources.
• Developed traffic safety related messages and engaged with followers on all city
social media channels. • Worked with school districts serving Carlsbad and private schools to distribute traffic
safety messages to students and parents via email newsletters and school site
banners. • Posted campaign banners along city streets and in city parks. • Created displays for city libraries and community centers with QR codes linking to
traffic safety related content. • Developed Spanish-language materials and distributed them through the Library
Learning Center and school district programs for Spanish-speaking parents.
Sept. 27, 2022 Item #8 Page 20 of 52Oct. 27, 2022 Item #1 Page 22 of 147Feb. 7, 2023 Item #15 Page 15 of 53
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DRAFT
City of Carlsbad
Safer Streets Plan
7
• Sent targeted information to large employers in Carlsbad with information to share
with employees. • Attended community events, including Back to School nights, Family Movie Night and
the farmer’s market to distribute traffic safety information and engage with
community members.
Bike lane enhancements
Painted about 20 potential conflict points
with high visibility green paint at road
segments with higher collision activity.
Digital roadway messaging
Installed 12 digital message boards and 17 speed feedback signs along streets and
intersections with higher collision rates.
Sept. 27, 2022 Item #8 Page 21 of 52Oct. 27, 2022 Item #1 Page 23 of 147Feb. 7, 2023 Item #15 Page 16 of 53
DRAFT
City of Carlsbad
Safer Streets Plan
8
Immediate actions
The map below shows locations of safety banners, speed feedback signs, digital message
boards and green bike lane treatments installed since Aug. 23, 2022.
Sept. 27, 2022 Item #8 Page 22 of 52Oct. 27, 2022 Item #1 Page 24 of 147Feb. 7, 2023 Item #15 Page 17 of 53
D Safety banner
0 Speed feedback sign
D Message board
-Green bike lane treatment
•
San
Marcos
DRAFT
City of Carlsbad
Safer Streets Plan
9
Enhanced enforcement
Redeployed Police Department personnel to increase traffic enforcement around schools
during beginning weeks of classes. Reassigned two detectives to work overtime each
Friday, specifically to conduct traffic enforcement. Diverted one sergeant and two officers from their normal duties to specifically supplement the Traffic Division (to deploy on e-
bikes and in a vehicle). Purchased two additional e-bikes for police officer use.
Since the emergency was proclaimed and up to Sept 21, 2022, the Police Department has
issued a total of 253 warnings and 558 traffic citations, including:
• 136 citations and 51 warnings to e-bike users
• 22 citations and 32 warnings to bicyclists
• 397 citations and 170 warnings to motorists
• Three citations to pedestrians
Police have also made:
• 25 DUI arrests, five involving collisions
Immediate actions
Cost estimates
Funded and underway Category
Est. 1-time
cost
Ongoing
cost
Estimated
completion
Safer Streets Together roll out $30,000 No 10/23
Bike lane enhancements $421,000 Yes 11/23
Digital roadway messaging $215,000 No Completed
Enhanced enforcement $635,000 No 6/23
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City of Carlsbad
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Short-term (completed in 6 months) ________________________________
City staff have developed the following potential actions for the City Council’s consideration. These
actions could be completed within six months. Some would require new funding while others could be
funded through existing department budgets by accelerating the timing of planned work.
Adopt a Vision Zero resolution No cost
Vision Zero is a strategy to eliminate traffic fatalities and severe injuries, while
increasing safe, healthy and equitable mobility for all. Vision Zero recognizes that the
goal of zero roadway fatalities and severe injuries among all road users is bold and
daunting, yet setting that goal publicly is important to making real change. To date,
54 cities and counties across the nation have adopted Vision Zero, including
Encinitas, La Mesa and San Diego in the local region.
Vision Zero strategies
The following strategies are part of the Vision Zero approach:
• Building and sustaining leadership, collaboration, and accountability – especially
among a diverse group of stakeholders to include transportation professionals,
policymakers, public health officials, police, and community members
• Collecting, analyzing, and using data to understand trends and potential
disproportionate impacts of traffic deaths on certain populations
• Prioritizing equity and community engagement
• Managing speed to appropriate levels
• Setting a timeline to achieve zero traffic deaths and serious injuries, which brings
urgency and accountability, and ensuring transparency on progress and
challenges
Although the City of Carlsbad is already following many of the policies recommended
in the Vision Zero strategy, making a formal resolution would elevate the importance
of these policies and provide a framework for the actions already underway and any
additional actions the City Council chooses to add from this plan.
Community commitment campaign $42,000
Funded
Launch a campaign that creates opportunities for the community to publicly commit
to safe roadway behaviors and help promote the social norm around traffic safety to
other community members. Encourage participation by providing visual symbols of
commitment to reinforce bike, pedestrian and vehicle awareness and safety.
• Pledge campaign
• Yard signs
• Window clings
• Video testimonials • Neighborhood “pace” car • Campaign stickers • Other promo items
• Testimonials on social media posts and videos
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School collaboration $27,000
Funded
Develop partnerships with all districts and schools serving Carlsbad to raise
awareness of traffic safety. Opportunities could include student rallies, traffic safety
night at sporting events, chalk art interactive events and curriculum opportunities
such as the Sage Creek Genius Project. Partnerships could also include a student
ambassador program, a more in-depth program working with school broadcast
programs, tie-ins with the speech and debate clubs and twice-yearly presentations
by Carlsbad police officers. Another option is to engage elementary school students
in a contest to choose an official traffic safety mascot for the City of Carlsbad, which
once produced could appear at schools, libraries and other community events to
share traffic safety messages in an engaging way.
Business/non-profit partnership program $22,000
Funded
Work with businesses, such as bike shops, and local nonprofit organizations to
spread the message about traffic safety by displaying posters or window clings and
sharing the message to their networks through social media or other methods.
Encourage campaign promotion and encourage third-party engagement and support
through posters, reciprocal linking program and in-kind donations to be used as
incentives for other campaign components. Reach out to potential partners,
including:
• Driving schools
• Insurance companies
• Bike shops
• Health care providers
• Apparel stores • Local civic-minded businesses
Mobility organization partnership program $12,000
Funded
Create partnerships with local and regional organizations focused on mobility, DUI
awareness and other issues related to traffic safety. Engage these groups in sharing
messages to the Carlsbad community, co-hosting events, providing workshops and
other outreach. This could include outreach to businesses with large employee
bases, residents, seniors, teens and other audiences.
Video public service announcements $20,000
Funded
Develop a series of public service announcements that reinforce safe roadway
behaviors utilizing testimonials, graphics and other visuals targeting different
audiences and modes of travel. These videos will be adapted for multiple social
media channels and could be utilized as part of a paid advertising campaign.
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City of Carlsbad
Safer Streets Plan
12
Upgrade high-pedestrian signal locations $60,000
Funded
Reduce vehicle-pedestrian conflicts by allowing pedestrians to begin crossing while
vehicles still face a red signal. Countdown pedestrian indications clarify pedestrian
crossing times and reduce confusion and ambiguity. Initial phase would include
approximately 30 locations.
School e-bike certification/permit program No cost
Work with the school districts within the city to explore creation of a certification
requirement for students to ride their bikes to campus. Students would need to upload
proof of attendance at a bike safety class to be able to ride their bicycles to school.
Carlsbad Village Faire outreach $5,000
Not funded
Create an engaging booth and display for the twice-yearly Carlsbad Village Faire to
share information on traffic safety.
Police officer Smart Cycling instructor program $2,000
Not funded
Police Department will explore with the San Diego County Bicycle Coalition training and
certifying police officers in the Smart Cycling program so the Police Department can
hold training courses for residents.
Install high-visibility crosswalks near schools $800,000
Not funded
Address speeding concerns around school areas by making crosswalks more
prominent on all city streets designated as “School Streets” by the General Plan
Mobility Element and other school-designated (yellow) crosswalks. Will highlight
pedestrian crossings at school locations by upgrading marked crosswalks to high-
visibility continental or ladder style at approximately 140 locations throughout the
city.
Evaluate roadway design treatments $50,000
Not funded
This strategy would analyze the physical placement of speed control treatments or
rumble strips ahead of residential intersections to change drive behavior to be alert
when approaching residential intersections, and along the inside buffer area of Class II
buffered bicycle lanes. These proposed analyses would include outreach to active
transportation user groups and other stakeholders. To address design immunity issues,
initial installations would be pilots conforming to the experimental treatments in the
California Manual on Uniform Traffic Control Device.
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Explore opportunities to obtain real time data $100,000
Not funded
Understanding Carlsbad roadways and the types of vehicles on the road is an
important component of traffic safety and adapting the city’s approach to education,
enforcement and engineering. This includes information like traffic flow, speed and
mode of transportation. The city is developing an active transportation monitoring
report to fulfill the 2019 Sustainable Mobility Plan recommendation to launch the
program. The plan is organized around three dimensions of mobility – travel
demand, mode share and safety. Reports like this are usually a snapshot in time and
provide the city with valuable data. There are new data products that may provide
similar data but on a more frequent and closer to real-time basis. Staff proposes to
explore opportunities to acquire products that could provide accurate mobility data
on a more frequent basis to inform city actions and public education.
E-citation expansion $55,000
Not funded
Building on the existing use of electronic citations by the traffic division, the Police
Department can complete its digital transformation related to writing, tracking, and
reporting citations. The technology has proven to increase citation writing speed,
improve efficiency and reduce the chance for human error when issuing paper
citations and entering them into a database. The acquisition of e-cite printers will
allow the remaining patrol officers who manually write paper tickets to use software
they already have to write the citation, print it in the field, and give it to the person
receiving the ticket. Data is transmitted electronically removing the potential for
human error from keying paper citations into a database. This will improve data
quality and will help the city in analyzing citation data to support safer streets.
Juvenile traffic safety incentive program $1,000
Not funded
Create a program in which police officers contact juveniles who are obeying the laws
while riding their bikes and e-bikes and reward them with donated gift cards, ice
cream, etc. This positive reinforcement program will continue the positive
relationships the Police Department has with residents in our city even during times
of heavy enforcement. Potential to eliminate cost by engaging business partners who may want to contribute incentives.
Sept. 27, 2022 Item #8 Page 27 of 52Oct. 27, 2022 Item #1 Page 29 of 147Feb. 7, 2023 Item #15 Page 22 of 53
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City of Carlsbad
Safer Streets Plan
14
Short-term actions
Cost estimates
Funded Category
Est. 1-time
cost
Ongoing
cost
Est.
completion
Adopt a Vision Zero resolution
n/a n/a 10/22
Community commitment
campaign
$42,000 No 3/23
School collaboration
$27,000 No 3/23
Business/non-profit partnership
program
$22,000 No 3/23
Mobility organization
partnership program
$12,000 No 3/23
Video public service
announcements
$20,000 n/a 3/23
Upgrade high-pedestrian signal
locations
$60,000 No 1/23
School e-bike
certification/permit program
n/a n/a 4/23
Not funded
Carlsbad Village Faire outreach
$5,000 No 5/23
Police officer Smart Cycling
instructor program
$2,000 No 4/23
Install high-visibility crosswalks
near schools
$800,000 Yes 1/23
Evaluate roadway design treatments
$50,000 No 12/22
Explore opportunities to acquire
more real-time data
$100,000 TBD 11/22
E-citation expansion
$55,000 No 4/23
Juvenile traffic safety incentive
program
$1,000 No 4/23
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City of Carlsbad
Safer Streets Plan
15
Mid-term (completed in 12 months) _______________________________
Expanded street resurfacing and restriping $3.7 million
Funded
Accelerated slurry seal and restriping of major east/west arterial corridors to balance
the needs of the users of the streets. Will seal the roadways to improve pavement
condition as part of our pavement management program and improve conditions for
all the users on the road. The first phase of this strategy includes: • La Costa Avenue – from western city border near I-5 to Fairway Lane • Poinsettia Lane – from Carlsbad Boulevard to Melrose Drive
• Cannon Road – from Avenida Encinas to Faraday Avenue
• Carlsbad Village Drive – from Interstate 5 to College Boulevard
This strategy will reduce the long-term maintenance costs of the restriped road
segments by reducing the width of the vehicular travel lanes. The strategy will also
include coordinating with Caltrans to improve the road markings for all users through
the state highway interchanges.
Received and deployed a new striper truck to assist with road striping maintenance
efforts.
Tamarack Avenue traffic calming $200,000
Funded
Kicked off work with community members to identify short-term traffic calming
strategies for Tamarack Avenue, between Skyline Drive and Adams Street. Curb
extensions were installed and a pedestrian hybrid beacon signal is in the
process of being installed at the intersection of Tamarack Avenue and Valley
Street. The intersection project is scheduled to be completed in October 2022.
Sept. 27, 2022 Item #8 Page 29 of 52Oct. 27, 2022 Item #1 Page 31 of 147Feb. 7, 2023 Item #15 Page 24 of 53
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DRAFT
City of Carlsbad
Safer Streets Plan
16
Reconfigure arterials $2 million
Funded
Reconfigure arterial streets including vehicular lane reductions and seal the
roadways to improve pavement condition as a part of our Pavement Management
Program and enhance conditions for all users of the road. Reconfiguring roadways
also reduces the long-term pavement maintenance costs and improves the line of
sight for side street users approaching the arterial. This program would be phased,
with the first phase including:
• Carlsbad Boulevard – from Pine Avenue to southern border near La Costa
Avenue
• El Fuerte Street – from Faraday Avenue to tie into the existing one
vehicular lane in each direction south of Rancho Pancho, excluding the
segments approaching Loker Avenue to Bressi Ranch Way
• Grand Avenue – from Ocean Street to Hope Way. This would be the first
phase to the Grand Avenue Promenade Project to provide short-term
benefits until the ultimate promenade improvements are completed. • Poinsettia Lane – from Avenida Encinas to Carlsbad Boulevard
• Cannon Road - Avenida Encinas to El Arbol Drive
Expand street resurfacing and restriping $2 million
Funded
Accelerate slurry seal and restriping major east/west arterial corridors to balance the
needs of the users of the streets. Seal the roadways to improve pavement condition
as part of our pavement management program and improve conditions for all the
users on the road. This second phase will include:
• Palomar Airport Road – from Avenida Encinas to eastern city border
• Rancho Santa Fe Road and Olivenhain Road – from eastern city border to
western city border
This strategy will reduce the long-term maintenance costs of the restriped road
segments by reducing the width of the vehicular travel lanes.
Continue to use the new striper truck to assist with road restriping maintenance
efforts.
Review citywide speed limits for potential reduction $40,000
Funded
Review speed limits citywide to determine whether speed limit reductions should
occur, in accordance with Assembly Bill 43 (2021).
Legislative advocacy for e-bike licensing requirement No additional cost
Utilize the city’s existing contracts with legislative affairs specialists to advocate for
California Legislature to enact a statute that requires a licensing process and training
to ride an e-bike.
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17
Complete Vision Zero plan $150,000
Not funded
The Vision Zero Action Plan would formalize the city’s existing and planned actions
into actionable, measurable strategies, emphasizing design and policy solutions,
including designing Complete Streets and lowering speeds for safety. Each strategy
would identify the lead agency responsible, along with supporting and partner
agencies, a projected timeline and budget needs.
Paid advertising campaign $105,000
Not funded
Prepare and implement a multi-media ad campaign that could include public service
announcements placed on local cable and streaming services, intro video ads on
YouTube, social media advertising, digital banner ads, a mobile digital billboard and
print placements.
Teen engagement program $34,000
Not funded
Effectively reaching the teen audience requires a customized approach that focuses
on peer-to-peer communication and engagement. This program will use Office of
Traffic Safety research specific to teens to tailor a Carlsbad program that encourages
and reinforces safe roadway behaviors.
Messages on city assets $16,500
Not funded
Utilize city buildings, banner holders and vehicles to display traffic safety messages,
including banners, murals and vehicle wraps – all focused on keeping traffic safety at
the forefront throughout the city.
Travel Safe visitors program $34,000
Not funded
Work with Visit Carlsbad, hotel properties, vacation rental owners and local
attractions to provide traffic safety information to visitors. Approach LEGOLAND with a
potential partnership utilizing the LEGO driving attractions (show your LEGO driver’s
license and get a Carlsbad traffic safety promo item at City Hall). Program could
include a video public service announcement aimed at visitors that play on in-house
hotel TV channels.
Mobile digital signage $15,000
Not funded
Place safety messages on a mobile digital billboard that can be moved around the
city and placed at community events.
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Expedite infrastructure projects $620,753 (annually)
Not funded
In June 2022, the City Council directed staff to expedite the following traffic-safety
related projects:
• Barrio Traffic Circles Project
• Village and Barrio Lighting Project • Evaluation of making Tyler Street one-way only • Grand Avenue Promenade
• Sustainable Mobility Plan projects
With additional staff capacity, additional projects could be expedited, including:
• Terramar Area Coastal Improvements.
• Tamarack Avenue and Carlsbad Boulevard
• Kelly Drive and Park Drive Complete Streets Project
• Valley Street and Magnolia Avenue Complete Streets Project
Resourcing
To expedite more traffic-safety related projects, the city could consider delaying
projects with objectives other than promoting multimodal safety benefits.
Alternatively, the city could expand the size of its engineering staff to increase the
city’s capacity to complete projects sooner. Costs listed for this option include the
new annual cost of the following positions:
• 2 Associate Engineers
• 1 Assistant Engineer
• 1 Municipal Project Manager
• 1 Reclassified Senior Inspector from Inspector
Develop access plans for all schools $150,000
Not funded
Working with the school districts and administrations, develop access plans for all
schools. This strategy will focus on improving safety and efficiency for all modes of
travel entering the schools, including the pick-up and drop-off process. Plans are
typically led by the parent and teacher associations and the city in an advisory role. The
implementation is led by the schools’ PTAs to get ownership and buy-in from parents.
Safer Streets data analytics and visualization program $50,000
Not funded
Reports on traffic volumes and speeds are usually a snapshot in time and done on an annual basis. This strategy would use existing data to create a way to visualize data
so the city could adapt to changing conditions to support enforcement, traffic
calming and infrastructure improvements more rapidly. Additional data sources may
be necessary to create a robust data product so the acquisition of more accurate and
frequent information is included earlier in this plan.
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Safer Streets Plan
19
Speed cushions on streets around schools $1.3 million
Not funded
Assess speeds on all streets designed as “School Streets” in the General Plan’s
Mobility Element and install speed cushions as needed.
Update Carlsbad Residential Traffic Management
Program
$150,000
Not funded
Update the Carlsbad Residential Traffic Management Program, including removal of
the stop sign option, re-evaluation of qualification criteria and reduction of the
number of phases from three to two. The goal of the update is to align it with best
industry practices including the recommendations found in the California Manual on
Uniform Traffic Control Devices and other applicable city and industry guidelines.
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City of Carlsbad
Safer Streets Plan
20
Mid-term actions
Cost estimates
Funded Category
Est. 1-time
cost
Ongoing
cost Est.
completion
Expanded street resurfacing and
restriping
$3,700,000 No 10/23
Tamarack Avenue traffic calming
$200,000 No 3/23
Reconfigure arterials
$2,000,000 No 10/23
Expanded street resurfacing and
restriping (Palomar Airport Road,
Rancho Santa Fe/Olivenhain Road)
$2,000,000 No 10/23
Review citywide speed limits for
potential reduction
$40,000 Yes Ongoing
Legislative advocacy for e-bike
licensing requirement
None No 7/23
Not funded
Complete Vision Zero plan
$150,000 No 3/23
Paid advertising campaign
$105,000 No 4/23
Teen engagement program
$34,000 No 4/23
Messages on city assets
$16,500 No 4/23
Travel Safe visitors program
$34,000 No 4/23
Mobile digital signage
$15,000 No 4/23
Expedite infrastructure projects
$620,753 Yes Ongoing
Develop access plans for all schools
$150,000 No 12/23
Safer Streets data analytics and
visualization program
$50,000 No 11/31
Install speed cushions on streets
around schools
$1,300,000 No 10/23
Update Carlsbad Residential Traffic
Management Program
$150,000 No 10/23
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Long-term (completed in 1+ years) _________________________________
Community service project plan $20,000
Not funded
Work with community service groups to engage them in the traffic safety issue. This
could include Boy Scout Eagle projects, Girl Scouts Gold Award, and Rotary and
Kiwanis club programs. Each would be approached with the challenge and asked to
develop or participate in community-based programs to support a strong social norm
around traffic safety in Carlsbad.
Entry signage $2,500 to $250,000
Not funded
The City of Carlsbad is one of the few cities in the region without monument signs at
the city’s main entrances. The city could commission entryway signage and include
the expectation that all road users practice good traffic safety behaviors.
Alternatively, signage could be placed on existing smaller “Welcome to Carlsbad” street poles with a similar message.
Activate CERT, Citizens Academy alumni, trail volunteers $12,000
Not funded
Connect with volunteers on the Community Emergency Response Team and Citizens
Academy graduates to develop a traffic safety ambassador program in which, after
undergoing training, they could serve as neighborhood leads to help promote traffic
safety best practices and help educate neighbors on various engineering solutions,
such as roundabouts.
Experiential community art $38,000 to $150,000
Not funded
Partner with artists to develop safety-related murals, chalk art or temporary art
exhibits throughout the city, such as:
• Mobile art show
• Mural project on city-owned buildings, schools or private property
participants
• Partnership with the cultural arts office for a Cannon Art Gallery exhibit
related to traffic safety (the gallery has an existing program with all third
grade classes in Carlsbad)
• Creative video contest
Update the Mobility Element in the General Plan $150,000
Not funded
Consider revisions to the Mobility Element to emphasize slower vehicle speeds and
increased bike and pedestrian safety.
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Explore school busing program $44,000,000*
Not funded
Work with North County Transit District and school districts serving Carlsbad to
explore opportunities for school busing programs, including potential partnerships to
use innovative transit solutions and a seasonal beach shuttle program.
Construct Transformative Corridor Projects $TBD
Not funded
Transformative Corridors will provide a multi-modal, backbone network of high-quality
bikeways, pedestrian facilities and transit services so that Carlsbad residents and
visitors have an array of travel options that do not require driving.
New community-oriented policing team $914,484 (annually)
Not funded
Request additional permanent staffing for the Police Department to implement a full-
time Community-Oriented Policing Team that would also serve as an e-bike team. This
would include four new officers and one new sergeant.
Long-term actions
Cost estimates
Not funded Category
Est. 1-time
cost Ongoing
Est.
completion
Community service project plan
$20,000 No 10/23
Entry signage
$2,500 -
$250,000
No 10/23
Activate Community Emergency
Resource Team, Citizens Academy
alumni, trail volunteers
$12,000 No 12/23
Experiential community art
$38,000 -
$150,000
No 12/23
Update the Mobility Element in the
General Plan
$150,000 No 12/23
Explore school busing program*
$44 million Yes 12/25
Construct Transformative Corridor
Projects
TBD TBD TBD
New community-oriented policing
team
$914,484
Annually
Yes 12/23
* Cost for 110 electric buses. Does not include administration, staffing, other costs.
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Public input on traffic safety
Location Travel mode Topic Idea
Terramar Bike/e‐bike Bike lane Widen bike lane closer to downtown, going
south by Terramar
N/A Bike/e‐bike Bike lane Start a quick build bikeways program
N/A Bike/e‐bike Bike lane Build more bike lanes with barriers
N/A Bike/e‐bike Bike lane Learn about quick‐build protected bike lanes
N/A Bike/e‐bike Bike lane More green bike lanes
Chestnut Bike/e‐bike Bike lane We suggest Chestnut between El Camino Real
and the Coastal Rail Trail be designated as an
official bike route. This is a huge area of
opportunity for Carlsbad. This portion of
Chestnut is a literal bike highway for parents
riding their children to school, Valley MS and
Carlsbad HS students, as well as other
Carlsbadians and visitors/tourists accessing the
Village and beaches. Currently, cars drive much
too fast down Chestnut and consistently cut
into the bike lane on the curves between El
Camino Real and Monroe. Major traffic calming
should be
installed, including but not limited to: Removing
all parallel parking lanes; Adding protected,
raised bike lanes; Raised crossings and
continuous sidewalks; Added chicanes and/or
narrowed driving lanes; Roundabouts to replace
stop signs; Increased tree and other landscaping
planted near roads; Reduced speed limits
N/A Bike/e‐bike Bike lane Install dividers, paint bike lanes, post signs
N/A Bike/e‐bike Bike lane Add bike lane improvements: adding quick build
materials such as flexible delineator posts to
existing bike lanes (without
decreasing width of bike lane) to increase
awareness, raised bike lanes, protected bike
lanes, in order of…
| car lane | parallel parking lane || raised bike
lane | sidewalk, painting entire bike lanes green
N/A Bike/e‐bike Bike lane Prefers lanes marked in middle
Village Bike/e‐bike Bike lane Widen bike lane on ease side of CVD in village
Highland Dr.
south from
Buena Vista Bike Bike lane
Sharrow lanes painted on northbound and
south bound lanes
1
EXHIBIT 2
Sept. 27, 2022 Item #8 Page 37 of 52Oct. 27, 2022 Item #1 Page 39 of 147Feb. 7, 2023 Item #15 Page 32 of 53
Public input on traffic safety
Pio Pico Dr
from Las
Flores headed
south Bike Bike lane
Needs bike lanes northbound and south bound,
or sharrows at minimum
Ambrosia
lane Bike Bike lane
Add bike lanes, also there are parked cars along
Ambrosia lane and a dangerous blind curve
Carlsbad
Village Drive
west of I‐5 Bike Bike lane
Bike lanes are very narrow and are not wide
enough to provide safe passage
Poinsettia/Avi
ara Parkway
intersection Bike/e‐bike Bike lane
Use “dutch‐style” intersections or “protected‐
intersection" at Poinsettia/Aviara Parkway
intersection and others.
N/A Bike/e‐bike Bike racks Increase bike rack access across the city
N/A Bike/e‐bike Bike racks Require bicycle parking as part of building
codes/development plans on any new or
renovated commercial building
N/A Bike/e‐bike Change laws Require e‐bike/bike annual registration fee
N/A Bike/e‐bike Change laws Put bikes on the sidewalk
N/A Bike/e‐bike Change laws Bikes lanes should be for bikes not e‐bikes,
reckless kids, license and treat like cars
N/A Bike/e‐bike Change laws License for all bikes and education in order to
receive license
N/A Bike/e‐bike Change laws Mandatory safety course and license before
they ride
N/A Bike/e‐bike Change laws Mandatory training for all bikes, license
required
N/A Bike/e‐bike Change laws Insurance requirements for e‐bikers, bring back
school buses
N/A Bike/e‐bike Change laws First violation needs to be ticketed and
mandatory safety course
N/A Bike/e‐bike Change laws Allow the Idaho Stop:
https://en.wikipedia.org/wiki/Idaho_stop
2Sept. 27, 2022 Item #8 Page 38 of 52Oct. 27, 2022 Item #1 Page 40 of 147Feb. 7, 2023 Item #15 Page 33 of 53
Public input on traffic safety
N/A Bike/e‐bike Change laws Adding rules/laws regarding riding bicycles with
passengers: Riders under 16 may not carry
passengers; Riders operating the bicycle must
wear a helmet, regardless of age, if they are
carrying passengers 17 and under, and can be
cited/issued warning if they aren’t wearing a
helmet; Riders with passengers on a bike not
intended to carry passengers can be cited/issue
warning (i.e. seating a child on the top tube of a
bike with parent sitting behind on seat)
N/A E‐bikes Change laws Allow kids ride on sidewalk
N/A E‐bikes Change laws Require safety lessons
N/A E‐bikes Change laws Require permits
N/A E‐bikes Change laws Require driver's license
N/A E‐bikes Change laws Age limit
N/A E‐bikes Change laws Should be under same motorcycle law
N/A E‐bikes Change laws Require classes
N/A E‐bikes Change laws Require League of American Bicyclists Certified
training
N/A E‐bikes Change laws Treat e‐bikes like motorcycles
N/A E‐bikes Change laws Require mandatory class and license e‐bikes
N/A E‐bikes Change laws Require mandatory class before being licensed,
require licenses
N/A E‐bikes Change laws Treat bikes like a motorcycle and require a
license at 16
N/A E‐bikes Change laws Require mandatory class before getting a bike,
need licenses, prevention
N/A E‐bikes Change laws Need licensing and proper education (esp. kids)
N/A E‐bikes Change laws Need licensing and proper education (esp. kids)
N/A E‐bikes Change laws Education course mandatory for under 18,
should not be allowed on sidewalks or walking
paths
N/A E‐bikes Change laws Minimum age limit and certificate of rules and
driving ability
N/A E‐bikes Change laws License required for bikes
N/A E‐bikes Change laws E‐bikes should be classified as motorcycles and
require license
N/A E‐bikes Change laws Minimum age limit, safety class before
purchase,
3Sept. 27, 2022 Item #8 Page 39 of 52Oct. 27, 2022 Item #1 Page 41 of 147Feb. 7, 2023 Item #15 Page 34 of 53
Public input on traffic safety
N/A E‐bikes Change laws Certify riders under 18, should have to carry
liability insurance
N/A E‐bikes Change laws E‐bikes need a safety course and permit to ride/
license for e‐bikes, ongoing safety courses
N/A E‐bikes Change laws Do not reallocate money from PD, min age 16
and license req
N/A E‐bikes Change laws Reckless kids causing most problems, min age
16, license required, treat as motorcycle
N/A E‐bikes Change laws Institute a license for e‐bikes
N/A E‐bikes Change laws Min age 16
N/A E‐bikes Change laws E‐bikes are motorcycles and should follow the
same rules
N/A E‐bikes Change laws Min age should be required
N/A E‐bikes Change laws Talk with e‐bike companies to put max speed
limit on e‐bikes for under 16 years
N/A Bike/e‐bike Change laws License for all bikes and educate in order to
receive license
N/A Bike/e‐bike Change laws Fine parents with kids breaking rules
N/A E‐bikes Change laws Driver license required for e‐bikes
N/A E‐bikes Change laws E‐bikes for 21 years and older only
N/A E‐bikes Change laws E‐bikes should require insurance and license
N/A Drivers Control speeding Lower speed limit
N/A Drivers Control speeding Slow car traffic and provide safer avenues for
navigation
Chinquapin Drivers Control speeding Speed bumps in speeding areas (esp.
Chinquapin), educate e‐bikes, but speeding cars
main prob
Skyline Drivers Control speeding Reduce speed on skyline to 25 mph all way to
coast
Madison and
Grand
Drivers Control speeding Four‐way stop at Madison and Grand
Valley Drivers Control speeding More paint, speedbumps and stop signs overall
N/A Drivers Control speeding Add a stop sign to turn left off of Valley
Chestnut &
Madison,
Chestnut &
Roosevelt
Drivers Control speeding Add stop signs at Chestnut & Madison, Chestnut
& Roosevelt
N/A Drivers Control speeding Use traffic circles
James &
Basswood
Drivers Control speeding Stop sign at corner of James & Basswood
4Sept. 27, 2022 Item #8 Page 40 of 52Oct. 27, 2022 Item #1 Page 42 of 147Feb. 7, 2023 Item #15 Page 35 of 53
Public input on traffic safety
Terramar Drivers Control speeding Slow down cars and motorcycles speeding
through Terramar
Chestnut &
Valley
Drivers Control speeding Clear bushes at stops signs on corners of
Chestnut & Valley
Sage Creek
High School
Drivers Control speeding Area around Sage Creek HS needs traffic
calming
N/A Drivers Control speeding Slower speeds overall
N/A Drivers Control speeding Speed bumps around schools
Camino de los
Coches
Drivers Control speeding Slow down speed on Camino de los Coches
Carlsbad Blvd. Drivers Control speeding Keep the speed limit lowered to 35 mph on
Carlsbad Blvd. until light at Island way
Levante &
Estancia
Drivers Control speeding Flashing lights or something to draw attention
to the stop sign on the corner of Levante and
Estancia
N/A Drivers Control speeding Traffic calming by road and bike lane
improvements, evaluate for hazards, encourage
biking and more conveniences aimed at biking
vs driving, educate via classes and campaigns,
enforce and add new laws increasing the
minimum age to ride
N/A Drivers Control speeding Make traffic calming so prevalent that it
becomes second nature to drivers. Look to the
Netherlands and sustainable safety.
Village, Barrio
and Olde
Carlsbad
Drivers Control speeding Add traffic calming examples throughout
Carlsbad, specifically the Village, Barrio and
Olde Carlsbad neighborhoods: one‐way streets,
raised crossings, continuous sidewalks, rough
road surfaces, narrowed lanes, chicanes, street
cuts, roundabouts
Cassia Rd. Drivers Control speeding
Install speed humps to force drivers to slow
down and discourage use as a short cut
N/A All Control speeding Traffic slowed down, new bike lanes, and one
way streets
N/A All Control speeding Traffic light sensors to be installed
N/A Drivers Control speeding Make entire coastline 35 mph and enforce
Valley and
Chestnut
Drivers Control speeding Traffic light on Valley and Chestnut
N/A Drivers Control speeding Use one consistent speed on coast highway
Coast Drivers Control speeding Reduce speed to 25 mph all along coast
N/A Drivers Control speeding Lower speed limits using assembly bill 43
Tamarack Drivers Control speeding Install speed bumps on Tamarack by schools
Tamarack &
Pontiac
Drivers Control speeding Sign or light at Tamarack & Pontiac
5Sept. 27, 2022 Item #8 Page 41 of 52Oct. 27, 2022 Item #1 Page 43 of 147Feb. 7, 2023 Item #15 Page 36 of 53
Public input on traffic safety
Chestnut &
Tamarack
Drivers Control speeding Limit speeds around schools esp. Chestnut &
Tamarack
Roosevelt and
Chestnut Drivers Control speeding Add roundabout at Roosevelt and Chestnut
Westwood
Drive
between
Blenkarn and
falcon Drivers Control speeding
Parents concerned for safety of kids who play in
street. Asking for any measures such as signs,
speed bumps, to slow traffic.
Skyline and
Alder Drivers Control speeding
Add a stop sign at Skyline and Alder, and speed
cushions from Skyline to Alder such as the ones
on Hillside Drive
Adams to
Skyline Drivers Control speeding Install speed cushions
I‐5 to
Carlsbad Blvd Drivers Control speeding Speeding cars
Carlsbad
Boulevard Pedestrians Control speeding
All pedestrian crossings should be elevated,
continuous sidewalks, forcing cars and bikes to
slow down.
N/A Bike/e‐bike More education Thorough public outreach for mandatory
education for cyclists
N/A Bike/e‐bike More education Educate all cyclists, not just cars
N/A Bike/e‐bike More education Bike education
N/A Bike/e‐bike More education Make bike education mandatory in CUSD
N/A Bike/e‐bike More education Safer riding class with certified instructor
N/A Bike/e‐bike More education More classes and education for cyclists
N/A Bike/e‐bike More education Campaign to educate consumers/citizens on
rechargeable battery safety: How to safely
recharge rechargeable and lithium‐ion batteries.
For example, be sure to only purchase products
that are tested and certified by CPSC and UL and
other standards. Only use manufacturer
chargers for your devices. Do not tinker with
battery systems or software on bikes.
Information provided via city websites, flyers in
the libraries and community centers, newsletter
articles/features, street pole banners, message
board street signage, TV and radio
advertisements.
6Sept. 27, 2022 Item #8 Page 42 of 52Oct. 27, 2022 Item #1 Page 44 of 147Feb. 7, 2023 Item #15 Page 37 of 53
Public input on traffic safety
N/A Bike/e‐bike More education CUSD to add bicycle education as part of the PE
curriculum beginning in elementary school
N/A Drivers More education Drivers need the education since they seem to
be at fault
N/A Drivers More education Educate car drivers more
N/A Drivers More education Create flyer to educate drivers
N/A Drivers More education Campaign to educate drivers on bicycle‐friendly
driving: Information provided via city websites,
flyers in the libraries and community centers,
newsletter articles/features, street pole
banners, message board street signage, TV and
radio advertisements
N/A Drivers More education Educate drivers about traffic laws
N/A E‐bikes More education Remind no text and ride on e‐bikes
N/A All More enforcement More safety patrols
N/A All More enforcement Better rules and enforcement within our
contractors as bike lines are being obstructed
causing dangerous situations
N/A All More enforcement Need proactive law enforcement
N/A All More enforcement Enforcement needed at Tamarack & Highland
Ambrosia &
Blackbird
Circle
All More enforcement Officer be assigned to the intersection at
Ambrosia and Blackbird Circle to monitor the
school traffic and children crossing, no parking
signs
N/A Bike More enforcement Give bike riders more tickets
N/A Bike/e‐bike More enforcement Cyclists to follow the rules of the road like
motorists
N/A Bike/e‐bike More enforcement More enforcement (start ticketing)
N/A Bike/e‐bike More enforcement More enforcement, safety courses for kids at
elementary age
N/A Bike/e‐bike More enforcement Enforce the kids leave the experienced cyclists
alone
Tamarack &
Carlsbad
Village Dr.
Bike/e‐bike More enforcement More walking police on boardwalk between
Tamarack & Carlsbad Village Dr.
N/A Drivers More enforcement More enforcement, reduce speed limits, add
speed traps and speed signs
N/A Drivers More enforcement Go after drivers who text and drive
7Sept. 27, 2022 Item #8 Page 43 of 52Oct. 27, 2022 Item #1 Page 45 of 147Feb. 7, 2023 Item #15 Page 38 of 53
Public input on traffic safety
Tamarack &
Highland
Drivers More enforcement Enforce stop sign use Tamarack & Highland
N/A Drivers More enforcement Increased enforcement in regards to distracted
driving, speeding, red‐light and stop sign
running, and general reckless endangerment.
N/A E‐bikes More enforcement Enforce class 3 e‐bikes ‐ no one under 16 years
N/A All More enforcement Add more police presence near schools
N/A Bike More enforcement Wants more police enforcement on cyclists
Aviara Oaks Pedestrians More enforcement an officer be assigned to the intersection at
Ambrosia and Blackbird Circle to monitor the
school traffic and children crossing the street
before and after school and citate those drivers
making illegal U‐turns and other violations.
N/A Drivers New signage Use a banner similar to San Marcos "Honk less
Wave more"
N/A All New signage Put up signs saying walk bikes in crosswalks
N/A Drivers New signage Digital sign suggestion: share the road with
cyclist
N/A Pedestrians New signage Signage for sidewalks indicating it's for
pedestrian use only
El Camino
Real from
Costa Del Mar
to past Arenal Bike
Other/Address
hazards in roadway
Work on Fire Station 2 has created obstruction
of NB bike lane on ECR from Costa Del Mar to
past Arenal Road. Set up signage so it doesn't
block traffic. Better rules and enforcement for
traffic management contractors regarding
signage that adds to safety.
N/A Bike/e‐bike Other/Address
hazards in roadway
Evaluate all current bike lanes for hazards,
width requirements, etc.
Harding St. Bike/e‐bike Other/Address
hazards in roadway
3635 and 3675 Harding Street residents (among
others) put their trash, recycling and compost
bins in the bike lane, forcing bikes into the car
lane right before a blind curve in the road.
N/A All Other/community
engagement
Implement a resident committee, Education,
training, and enforcement are starting points
N/A All Other/construction
around schools
No construction around schools during school
Avocet Pedestrians Other/Less street
parking during school
“no parking signs” could be placed on the
streets of Avocet nearest the entrance at
Ambrosia for the hours children are let out and
picked up from school.
8Sept. 27, 2022 Item #8 Page 44 of 52Oct. 27, 2022 Item #1 Page 46 of 147Feb. 7, 2023 Item #15 Page 39 of 53
Public input on traffic safety
N/A Pedestrians Other/More crossing
guards
Add more crossing guard hours
N/A All Other/No car days City‐hosted once‐monthly Sunday
Streets—where a street is closed to car traffic to
encourage walking, biking and sense of
community
Village All Other/No car days No‐car days in the Village to promote walking
and bike riding
N/A Bike/e‐bike Other/Reduce vehicle
traffic
Offer incentives to Carlsbad city employees and
CUSD students to ride bikes rather than drive
N/A Pedestrians Other/Walking audit Consider Circulate SD ideas ‐‐ walking audit,
mapping, open house, technical memo
N/A Bike/e‐bike Partnerships Require all events held within city limits to
partner with the San Diego County Bicycle
Coalition (or similar) to provide bike parking
N/A All Partnerships Reach out to other city's leaders too
N/A All Partnerships Watch Strong Town Videos for ideas to adopt
N/A All Partnerships Give $10K to Carlsbad kid to design and build
crowd source app for residents to submit traffic
safety ideas
N/A Bike/e‐bike Partnerships City of Carlsbad will partner with the San Diego
County Bicycle Coalition (or similar) to provide
bicycle education for all riders, regardless of age
and experience, as to be part of the Parks and
Recreation community service class offerings
N/A E‐bikes Reckless users Teens too reckless on e‐bikes
N/A E‐bikes Reckless users Don't allow kids on e‐bikes
N/A Bike Risky behavior Bikes going too fast
N/A Drivers Risky behavior Cyclists not at fault, reckless drivers are
N/A Drivers Risky behavior Drivers parking in bike lane
La Gran Via Drivers Risky behavior Traffic and speeding, major problem
N/A E‐bikes Risky behavior Reckless kids are the problem
N/A E‐bikes Risky behavior Outreach to schools to not allow kids to ride if
have a citation
9Sept. 27, 2022 Item #8 Page 45 of 52Oct. 27, 2022 Item #1 Page 47 of 147Feb. 7, 2023 Item #15 Page 40 of 53
Public input on traffic safety
N/A E‐bikes Risky behavior Need heavy enforcement (ticketing) not
education, outreach to schools to not allow kids
to ride if have a citation
Poinsettia All Road improvements Fix roads in Poinsettia area too not just village
Basswood,
Magnolia,
Highland,
Monroe
All Road improvements One way streets‐From Basswood to Magnolia to
Highland to Monroe
N/A All Road improvements Allocate more resources to infrastructure and
less to enforcement
Alicante &
Alga
All Road improvements Alicante & Alga needs to be addressed
N/A All Road improvements Hire traffic engineers that live in Carlsbad
N/A All Road improvements Put money used for LPR towards better
infrastructure
Village All Road improvements Re‐routing roads around the Village into one‐
way streets are an area of concern.
Village All Road improvements Consider shutting down blocks to thru traffic
completely within the Village.
La Costa &
Ranch Sante
Fe
All Road improvements Study La Costa & Ranch Sante Fe
Christiansen
Way All Road improvements
Damage increased on Christiansen Way from
April to now. Concern over potholes and road
damage in rain.
Jefferson St
between
Magnolia and
Tamarack Bike Road improvements
Remove street parking from Jefferson to
improve visibility. Need bike lanes. Crosswalk at
Carol Place should be elevated, continuous
sidewalk, forcing cars to slow down before
approaching. Need police officer to direct traffic
on school days.
N/A Drivers Road improvements Add traffic light sensors that detect cyclists
Roosevelt Drivers Road improvements Roosevelt between Jefferson and Chestnut—the
driving lane gets very narrow at the curve and
cars consistently cut into the bike lane.
La Costa Ave
& Maverick
Way
Pedestrians Road improvements Install crosswalk at La Costa Ave & Maverick
Way
Chestnut Pedestrians Road improvements
Add a pedestrian overpass or underpass similar
to Leucadia and Oceanside so that we don't
have to drive unnecessarily to get to the beach
and find parking
N/A Pedestrians School bussing Invest in school bus service
10Sept. 27, 2022 Item #8 Page 46 of 52Oct. 27, 2022 Item #1 Page 48 of 147Feb. 7, 2023 Item #15 Page 41 of 53
Public input on traffic safety
N/A All School bussing Use school busing
N/A Pedestrians School bussing School buses are safer
N/A Bike/e‐bike Wear helmets Kids not wearing helmets
N/A Bike/e‐bike Wear helmets Helmet straps tightly under chin
N/A E‐bikes Wear helmets Kids should wear motorcycle helmets on e‐bikes
11Sept. 27, 2022 Item #8 Page 47 of 52Oct. 27, 2022 Item #1 Page 49 of 147Feb. 7, 2023 Item #15 Page 42 of 53
Oct. 27, 2022 Item #1 Page 57 of 147Feb. 7, 2023 Item #15 Page 43 of 53
Attachment A
Options Worksheet
City staff have provided 44 potential actions for the City Council's consideration, along with preliminary cost estimates.
Additional background about each action is included in the draft Safer Streets Together plan.
Funded Potential Action Est. 1-time A B C
cost No new $2.2 M $48M
1. 0 Safer Streets Together roll out $30,000 e e e
2. 0 Bike lane enhancements $421,000 e • • 3. 0 Digital roadway messaging $215,000 • • • 4. 0 Enhanced enforcement $635,000 e e e
5. 0 Adopt a Vision Zero resolution n/a e e e
6. 0 Community commitment campaign $42,000 e e e
7. 0 School collaboration $27,000 • e e
8. 0 Business, non-profit partnership program $22,000 e • e
9. 0 Mobility organization partnership program $12,000 e e e
10. 0 Video public service announcements $20,000 e e e
11. 0 Upgrade high-pedestrian signal locations $60,000 e e e
12. 0 School e-bike certification/permit program n/a e e e
13. Carlsbad Village Faire outreach $5,000 e
14. Police officer Smart Cycling instructor program $2,000 G)
15. Install high-visibility crosswalks near schools $800,000 e e
16. Evaluate roadway design treatments $50,000 Ct) e
17. Explore opportunities to acquire real-time data $100,000 e
18. E-citation expansion $55,000 e
19. Juvenile traffic safety incentive program $1,000 •
Ct) Education 8 Engineering 8 Enforcement • All3 Es
Oct. 27, 2022 Item #1 Page 58 of 147Feb. 7, 2023 Item #15 Page 44 of 53
Funded Potential Action Est. 1-time A B C
cost No new $2.2 M $48M
20. 0 Expanded street resurfacing and restriping $3,700,000 • • • 21. 0 Tamarack Avenue traffic calming $200,000 • • •
22. 0 Reconfigure arterials $2,000,000 0 • • 23. 0 Expanded street resurfacing and restriping $2,000,000 0 • • (Palomar Airport Road, Rancho Santa
Fe/Olivenhain Road)
24. 0 Review citywide speed limits for potential $40,000 0 • • reduction
25. 0 Legislative advocacy fore-bike licensing None • • • requirement
26. Complete Vision Zero plan $150,000 • • 27. Paid advertising campaign $105,000 • 28. Teen engagement program $34,000 • 29. Messages on city assets $16,500 e
30. Travel Safe visitors program $34,000 • 31. Mobile digital signage $15,000 • 32. Expedite infrastructure projects $620,753 0 Annually
33. Develop access plans for all schools $150,000 • 34. Safer Streets data analytics and visualization $50,000 • program
35. Speed cushions on stre·ets around schools $1,300,000 •
36. Update Carlsbad Residential Traffic Management $150,000 0 Program
37. Community service project plan $20,000 • 38. Entry signage $2,500-0
$250,000
39. Activate Community Emergency Response Team, $12,000 • Citizens Academy alumni, trail volunteers
40. Experiential community art $38,000-e $150,000
41. Update the Mobility Element in the General Plan $150,000 0
42. Explore school busing program * $44,000,000 • 43. Construct Transformative Corridor projects TBD • 0
44. New community-oriented policing team $914,484 • Annually
* Cost for 110 electric buses. Does not include administration, staffing, other costs
Page 1 of 8
Council Chambers
1200 Carlsbad Village Drive
Carlsbad, CA 92008
Jan. 3, 2023, 4:00 p.m.
CALL TO ORDER: 4:04 p.m.
ROLL CALL: Perez, Linke, Penseyres, Fowler, and Coelho
Absent: Proulx and Newlands
PLEDGE OF ALLEGIANCE: Chair Perez led the Pledge of Allegiance
APPROVAL OF MINUTES:
Minutes of the Regular Meeting held Dec. 5, 2022.
Motion by Vice-Chair Linke, seconded by Commissioner Coelho to approve the minutes of Dec. 5, 2022,
regular meeting as amended. Motion carried 5/0/2 (Absent: Proulx and Newlands)
Chair Perez made a correction on the title for Jason Geldert as Engineering Manager, pages 11 and 12.
PUBLIC COMMENT:
Kirsten Ludwig spoke about the lane width reduction along Cannon Road and also that the right-hand turn
lane from northbound El Camino Real to eastbound Cannon Road is now too small. Residents feel that the
changes were made to enhance safety for the cyclists but now the entire road is safety compromised.
Residents would like the lanes to be restriped to be the width they were prior to this project. She suggested
that staff could shrink the median to make enough space for the wider lanes.
Lori Robin spoke about pedestrian safety along the railroad in Carlsbad. She said that there are no
pedestrian warning gates at the railroad surface crossings in Carlsbad. She believes that these types of
gates can be installed with federal funds that are available for this type of improvement. Carlsbad should
be working on obtaining these types of federal grants.
Chair Perez left the meeting at 4:15 p.m.
CONSENT CALENDAR: None
DEPARTMENTAL REPORTS:
1.POLICE REPORT REGARDING TRAFFIC & MOBILITY-RELATED MATTERS DURING THE MONTH OF
DECEMBER 2022 – Receive a presentation from a representative of the City of Carlsbad’s Police
Department that provide an overview of traffic and mobility-related police matters during the month
of December 2022. (Staff Contact: Sergeant Scott Meritt, Police Department).
Staff’s Recommendation: Receive a presentation
Exhibit 3
Feb. 7, 2023 Item #15 Page 45 of 53
TRAFFIC AND MOBILITY COMMISSION
Minutes
Page 2 of 8
Sergeant Meritt presented the report and reviewed a PowerPoint presentation (on file in the Office
of the City Clerk)
Vice-Chair Linke stated that the significant reduction in serious collisions of the past few months has
been great. He emphasized that the bicycle injuries are very low, but we still have vehicle collision injury.
We need to focus on these vehicle injuries as well as the bicycle injuries.
Commissioner Proulx joined the meeting at 4:25 p.m.
2. 2022 EAST-WEST CORRIDORS EMERGENCY RESURFACING AND RESTRIPING, CAPITAL IMPROVEMENT
PROGRAM PROJECT NO. 6001-22E – Support staff’s recommendation to the City Council to approve
plans and specifications for the 2022 East-West Corridors Emergency Resurfacing and Restriping
Project, Capital Improvement Project No. 6001-22E, as part of the Pavement Management Program.
(Staff Contact: Tom Frank and Eric Zielke, Public Works Department)
Staff’s Recommendation: Support staff’s recommendation.
Transportation Director Frank presented the report and reviewed a PowerPoint presentation (on file in
the Office of the City Clerk).
PUBLIC COMMENT:
Kurt Bantle spoke about the street re-striping and resurfacing project which has created an unsafe
situation on Cannon Road. He would like to be able to map out the collisions and injuries and see where
they are located. Cannon Road has become unsafe. There are now more cars in the bicycle lane then there
were previously. He understands the need to create balance for road usage, but he would like to know that
we are taking everything into a holistic view.
Vice-Chair Linke clarified that the setting of the speed limit is based on an engineering survey that the
city completes to analyze a specific number of cars during non-rush hour and finding the 85-percentile
speed. The road hasn’t been restriped long enough for staff to do that type of analysis.
Transportation Director Frank said that this is correct.
Commissioner Coelho inquired about what determines median width and what goes into determining
how wide it is during design and construction?
Transportation Director Frank said that median width is determined by city standards in place when the
plans were approved. The median at Cannon Road was built to city standards.
Commissioner Coelho said that he did some research into the California Vehicle Code and found that the
widest vehicle allowed on the road without flags is 130 inches wide. The widest fire trucks are 120 inches
wide.
Transportation Director Frank said that he believed the legal limit for a width of a vehicle on the road is
eight feet with the exception of the side view mirrors.
Vice-Chair Linke said that he believes the legal limit for width of a vehicle is eight and a half feet plus one
Feb. 7, 2023 Item #15 Page 46 of 53
Page 3 of 8
foot per side for the mirrors. This would make busses and trucks reach out to ten feet.
Transportation Director Frank said that he will verify the legal limits and send out the information.
Commissioner Fowler asked if Carlsbad Village Drive east of El Camino Real would look like Cannon Road
as you drive up the hill. Right now, it is two lanes on each side. These two roads are comparable. It looks
like the lane width will be reduced, and buffered bike lanes will be added.
Transportation Director Frank said that it is correct, this road will be like Cannon Road and will have eight
foot bike lanes.
Commissioner Fowler said that further to the east, starting at Pontiac Drive there is a segment that is two
lanes with sharrows. Will staff consider widening this area at some point?
Transportation Director Frank answered that coming down from Pontiac Drive going east there is over 32
feet, and as it goes down to the east it narrows. Where it is 26 feet width and we propose
to leave sharrows in this segment until we can do further widening.
Commissioner Fowler said previously there had been a proposal to widen that segment. However, there
are eucalyptus groves in this segment. There was community pushback about cutting down these trees to
widen the road. Would it be possible to widen this street without cutting down the trees?
Transportation Director Frank said that they don’t have the footprint developed but it would take
retaining walls to do this type of improvement. Some of the trees would have to be removed in order to
widen that roadway. This would include sidewalks on each side, bike lanes on each side plus a retaining
wall.
Commissioner Fowler said that he rides his bicycle on this segment of roadway close to the sidewalk and
cars still swerve into the opposing lane to get around. He is skeptical of putting a sharrow in this area
because he can’t imagine riding down the middle of the lane going 12 mph leading a parade of cars that
want to travel faster.
Transportation Director Frank said that staff believe it is a better use of the space to keep a sharrow
condition as exists today with thirteen feet on each side. Staff believe this is the best option until we can
widen the roadway and provide adequate bike lanes.
Commissioner Penseyres commented that he believes that we should track the crashes before and after
to determine if what we are doing is the right thing for the existing conditions. Carlsbad has many hills
and this makes a big difference for a cyclist.
Commissioner Penseyres said that he has ridden the narrow section on Cannon Road and the sharrows
allow the cyclists to control the lane to the point where cars come up behind you, they slow down and
then the cyclist can move over to allow the car to pass. Leaving the road as is with the sharrows would
be his recommendation.
Vice-Chair Linke said that he has significant concerns to the proposed changes to the higher volume streets
like La Costa Avenue and Cannon Road. Starting with the vehicle lane eliminations, he thinks the ones that
Feb. 7, 2023 Item #15 Page 47 of 53
Page 4 of 8
are proposed are fine. They are in areas where the traffic volumes are low enough to justify the reduction.
One concern he has is that going forward there is an odd plan to reduce the number of lanes to one lane
between intersections and then expand it back out to two lanes at the intersection. The cars would merge
in and out at each intersection. Is this a new philosophy that staff is planning to use at intersections?
Transportation Director Frank replied that they look at the individual streets. An example would be El
Fuerte Street, where they are looking at the lane drop between Faraday Avenue and south of Bressi Ranch
to tie in to the existing one lane in each direction configuration. When there are short distances between
intersections, we wouldn’t then transition back to one travel lane in each direction. Staff’s objective when
doing an arterial reconfiguration or restriping is to consider the needs of all of the users however we do
recognize that a significant proportion of users are vehicles so that is the first mode of travel that we
consider. Therefore, there could be some transitions like El Fuerte Street where we plan to do a lane
reduction from Faraday Avenue up to Loker Avenue and then keep it two lanes in each direction through
the Bressi Ranch segment.
Vice-Chair Linke spoke about the lane width reduction on Cannon Road. Studies have shown that there is
an increase in side-swipe collisions with a lane width reduction. While driving this segment of road, he has
noticed vehicles crossing over the lines, and he has noticed landscape trailers swaying between lanes. He
knows the trend is to widen the bike lanes but on certain streets this will increase the collision frequency.
Transportation Director Frank referenced a study regarding highway lane widths in rural settings that
compares the collision rate between 10.5-foot and 12-foot travel lanes. In the construction zones I-5
currently has an 11-foot-wide travel lane and cars are still comfortable traveling at highway speeds. He
welcomes any data or statistics that show that a ten-foot urban arterial travel lane results in any type of
collision increase. Staff’s goal is to find a balance for all of the modes of travel. La Costa Ave. has 50,000
trips a day for vehicles and 400 bicyclists a day travel this segment as well. Plus, you have runners and
pedestrians. That roadway is heavily used by vehicles, bicyclists, and pedestrians. When considering lane
widths, staff strives to providing buffers and extra space for the more vulnerable users (e.g. bicycles and
pedestrians). This is how staff came up with the 10-10.5 foot wide travel lanes. He believes 11-foot travel
lanes are excessively wide for urban arterials. Staff received similar comments when they reduced the
travel lanes down from 12-feet to 11-feet as they are getting now. It is uncomfortable for users, and they
notice that they have to pay attention much more, but this uncertainty actually makes drivers focus more
on the conditions around them. Looking at the latest engineering guidelines and available research on
collision data we consider the ten-foot width to be an appropriate width to balance the needs of all
roadway users.
Vice-Chair Linke said that this is a very big change, and he believes that City Council should be reviewing.
We have members of the public who are not concerned.
Commissioner Fowler asked about the intersection of Poinsettia Lane and Aviara Parkway. There is a
double left hand turn lane and double right hand turn lane. Is this intersection part of the restriping
project?
Transportation Director Frank confirmed that this intersection is a part of this restriping project. It will
become one right hand turn lane instead of dual right hand turn lanes. There will be two lanes to go
straight through the intersection.
Feb. 7, 2023 Item #15 Page 48 of 53
Page 5 of 8
Transportation Director Frank clarified that on the small segment of Olivenhain Road they are being
consistent with the existing striping within the City of Encinitas.
Vice-Chair Linke asked if staff would agree to highlight the fact that there was a concern about the lane
width. He will just vote no on the recommendations with the caveat that he supported much of it. He is
concerned that we are making a recommendation while the whole thing is in flux and many more changes
could be added by staff between now and the City Council meeting.
Commissioner Coelho commented that he understood that staff is waiting for input from CalTrans only.
Is this correct?
Transportation Director Frank replied that this is correct and that there are some minor revisions that
were pointed out. There are no other issues that are in flux.
Commissioner Coelho asked about the input from CalTrans. Do we have to go with whatever they decide
or is there a negotiation of some sort?
Transportation Director Frank explained that we are currently going through the approval process with
CalTrans. We need to do these transitions to the existing interchange area in order to be compliant with
their conditions today.
Vice-Chair Linke stated that he thinks we should have caution when there is an exception to go down to
10-foot wide lanes because CalTrans does not think it is a good idea. It is up to City Council to decide if
they want a new policy in going down to 10-foot lanes around the city.
Commissioner Coelho said that the Commission should make recommendations as presented on four
lanes and make additional recommendations on the other two lanes. If there is additional issues you can
go to the City Council meeting and make your specific objections known.
Motion by Commissioner Fowler, seconded by Commissioner Proulx to support staff’s recommendation
to the City Council to approve plans and specifications for the 2022 East-West Corridors Emergency
Resurfacing and Restriping Project, Capital Improvement Project No. 6001-22E, as part of the Pavement
Management Program. Motion carried, 4/1/2 (No: Linke; Absent: Perez and Newlands)
Vice-Chair Linke wanted the minutes to reflect that he voted No due to his concerns with the reduction
of lane widths on the multi-lane arterial roads.
3. RECONFIGURE EL FUERTE STREET FROM FARADAY AVENUE TO LOKER AVENUE PROVIDING A MORE
BALANCED STREET CROSS SECTION – Support staff’s recommendation to the City Council to
reconfigure El Fuerte Street from Faraday Avenue to Loker Avenue to provide a more balanced street
cross section including one 10-foot vehicle lane in each direction plus a center median or two-way left
turn lane, 8-foot bike lanes, and 9-foot buffers. (Staff Contact: Tom Frank, Public Works Department)
Staff’s Recommendation: Support staff’s recommendation
Transportation Director Frank presented the report and reviewed a PowerPoint presentation (on file in
the Office of the City Clerk).
Feb. 7, 2023 Item #15 Page 49 of 53
Page 6 of 8
PUBLIC COMMENT:
David Pierce spoke in support of reconfiguring El Fuerte Street from Faraday Avenue to Loker Avenue.
Commissioner Proulx asked if after removing the lane if the traffic pattern was as much post covid as it
was pre-covid. Has there been consideration for the traffic increasing over time as we return to normal?
Transportation Director Frank said they did take pre-covid traffic patterns into consideration.
Commissioner Proulx asked if there are developments planned for this area that would add traffic flow?
Transportation Director Frank responded that they also looked at future projected traffic demands.
Commissioner Penseyres said that the existing bike lanes are 4.5 feet and that includes the gutter pan.
This does not meet the minimum requirements for a Class II bike lane, does it? He believes it must be five
feet.
Transportation Director Frank replied that the CalTrans guidelines has the minimum requirement of five
feet.
Commissioner Penseyres stated that even if they left the street at two lanes each way that the traffic lanes
would have to shrink to provide a basic minimum width bike lane. He also commented that when you
provide a wide buffer in addition to a bike lane that the bike lane stops being swept by the adjacent
vehicles and more debris ends up in the bike lane. Therefore, we need to increase the frequency of street
sweeping in the bike lane. Will staff be looking at the street sweeping schedule?
Transportation Director Frank replied that he does not know if they need to change the frequency of
street sweeping. They will make sure to observe this issue and make sure that we are sweeping
appropriately.
Vice-Chair Linke agreed that eliminating a vehicle lane here is justified. However, he still thinks we could
have eleven-foot driving lanes and an eleven-foot center turn lane. This would only reduce the bike lane
buffer down to seven and a half feet which is still a substantial buffer. Therefore, it would minimize conflict
with vehicles. He is just concerned about the precedent that is being set where we are going to ten-foot
lanes and a ten-foot center turn lane. He supports the road diet, but he does not support the reduction
to a ten-foot-wide lane.
Transportation Director Frank commented that they are proposing the ten-foot-wide vehicle travel lane
to be consistent with the other arterials. We recognize that we have an extra wide buffer in this area.
Again, he understands some might feel uncomfortable with a ten-foot travel lane versus the twelve-foot
travel lane. He wants to remind people that the width and extra space allows people to feel like they can
travel faster. We see this in the traffic speed data. However, when the street is narrower or has cars
parked along the side this slows driver behavior.
Motion by Commissioner Proulx, seconded by Commissioner Penseyres to support the staff’s
recommendations to the City Council to reconfigure El Fuerte Street from Faraday Avenue to Loker
Feb. 7, 2023 Item #15 Page 50 of 53
Page 7 of 8
Avenue to provide a more balanced street cross section including one 10-foot vehicle lane in each
direction plus a center median or two-way left turn lane, 8-foot bike lanes, and 9-foot buffers. Motion
carried, 4/1/2 (No: Linke; Absent: Perez and Newlands).
Vice-Chair Linke wanted the minutes to reflect that he supported the lane elimination but not the lane
width reduction.
4. SEMIANNUAL TRANSPORTATION REPORT– Receive the Semiannual Transportation Report. (Staff
Contact: Tom Frank, Public Works Department)
Staff’s Recommendation: Receive the report.
Transportation Director Frank presented the report and reviewed a PowerPoint presentation (on file in
the Office of the City Clerk).
Commissioner Fowler volunteered to represent the Traffic and Mobility Commission at City
Council on Jan. 24, 2023. He inquired about what material should be covered.
Commissioner Coelho said to highlight whatever topics and projects that still have questions or concerns.
Transportation Director Frank said that Commissioner Coelho can look at the Work Plan and comment on
staff’s progress on the Work Plan and any other comments.
Motion by Commissioner Proulx, seconded by Commissioner Coelho to nominate Commissioner Fowler
to represent the Traffic and Mobility Commission at the Jan. 24, 2023, City Council meeting. Motion
carried, 5/0/2 (Absent: Perez and Newlands).
CITY TRAFFIC ENGINEER COMMENTS:
Transportation, Planning and Mobility Manager Schmidt mentioned that there is a pledge campaign for
the Safer Streets Together initiative that Communication and Engagement is launching soon.
Communication and Engagement staff will be sending the Commissioners information on how you can
individually help support this pledge campaign. The process is very simple, and a website page is set up
for anyone to participate. All you need to do is agree to a simple statement which is “I care about my
community and pledge to do my part to keep Carlsbad streets safe for everyone”. The Commissioners
can take a picture of themselves and share why they decided to take the pledge. The city will share
these testimonials on social media. We are asking members of our school and business communities to
support this pledge as well. TRAFFIC AND MOBILITY COMMISSION COMMENTS: Vice-Chair Linke wanted to honor Chair Perez and his commitment to the Commission. He thanked the Commissioners and staff for their support during his time on the Commission. He wanted to make special shoutout to Commissioner Penseyres who he has learned a lot from over the last four years regarding cycling. He encourages everyone to listen to his input as he not only talks the talk but walks the walk. Commissioner Coelho asked when City Council will vote on the menu of options for Safer Streets Initiative? Transportation Director Frank said that it is not yet determined when that will take place. He said they are going back to City Council for the extension of the emergency declaration on Jan. 24, 2023.
Feb. 7, 2023 Item #15 Page 51 of 53
Page 8 of 8
Commissioner Coelho thanked Chair Perez and Vice-Chair Linke for their service on the Commission. He has learned a lot from them over the last eighteen months. Commissioner Proulx thanked Chair Perez and Vice-Chair Linke for their service. Commissioner Fowler thanked Vice-Chair Linke for all of his hard work and expertise. He also thanked Chair Perez for his leadership and contributions to the Commission. He said that he highly respects both Commissioners and they will be missed. Commissioner Penseyres brought up Sage Creek High School as there has been a lot of interest. He has been out there three times now watching at peak hours in the morning. The incidents happen when the cyclists make a left turn. They are then hit when the vehicle is making a right turn on red which they are allowed to do. He has been working with staff and residents about what can be done. Commissioner Penseyres wanted to share his appreciation to Chair Perez and Vice-Chair Linke. He always respected their opinions and arguments that are so well thought out. Vice-Chair Linke said that his first goal when he joined the commission was to update the municipal code and the rules of the commission to increase the scope of our duties and our visibility with City Council. He would like to encourage everyone to speak their mind and not have to be a rubber stamp for staff. He believes that staff has taken a lot of the input given over the past four years, particularly after the municipal code update. ADJOURNMENT:
Vice-Chair Linke adjourned the Traffic & Mobility Commission Regular Meeting on Jan. 3, 2023, at 6:23
p.m.
___________________________
Eliane Paiva, Minutes Clerk
Feb. 7, 2023 Item #15 Page 52 of 53
Exhibit 4
Project plans, specifications and contract documents
(on file in the Office of the City Clerk)
Feb. 7, 2023 Item #15 Page 53 of 53
VICINITY MAP
SIGNING AND STRIPING NOTES
"DECLARATION OF RESPONSIBLE CHARGE"
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING PROJECT
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CONTRACT NO. 6001-22E
FOR
SHEET INDEX
WORK TO BE DONE
PROJECT LOCATION
CITY COUNCIL
DETAIL A - WORD AND ARROW
BIKE LANE MARKING
SIGN LEGEND
BEGIN END
“”“”“”
“”
“”
PROJECT LOCATIONS
CARLSBAD VILLAGE DRIVE
TAMARACK AVENUE
CANNON ROAD
POINSETTIA LANE
LA COSTA AVENUE
OLIVENHAIN RD
DETAIL F - BIKE SHARROW
WITH GREEN PAINT
DETAIL B - CONTINENTAL
CROSSWALK MARKINGS
DETAIL C-GREEN BIKE LANE SKIP
DETAIL E-GREEN BIKE LANE SKIP AT CURB
DETAIL D-GREEN BIKE LANE SKIP WITH 6" LINE
GENERAL NOTES
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
THE SIGNING AND STRIPING WORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS
DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS CITY OF CARLSBAD
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
5. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
6. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD).
7. CALTRANS STANDARD PLANS.
8. CALTRANS STANDARD SPECIFICATIONS.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: MICHAEL BAKER INTERNATIONAL
ADDRESS: 5050 AVENIDA ENCINAS. SUITE 260
CITY, ST: CARLSBAD CA 92008
TELEPHONE: (760) 476-9193
---~~~~~~~ ______ DATE: _____ _ RYAN K. ZELLERS
RCE NO: ___ C_6_9_4_7_0 ________ _
REGISTRATION EXPIRATION DATE: 06-30-24
SHEET NO
1
2
3-4
5-45
DESCRIPTION
TITLE SHEET
KEY MAP
SLURRY SEAL BOUNDARY
SIGNING & STRIPING PLANS
1. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES IN THE ROADWAY AND
RAISE TO FINISHED GRADE PER SPECIFICATION SECTION 302-5.8. THE
CONTRACTOR MUST LOCATE, SURVEY, AND RECORD LOCATIONS OF ALL
APPURTENANCES IN THE ROADWAY INCLUDING, BUT NOT LIMITED TO, MANHOLES,
ACCESS HOLES, VALVE BOXES, BLOWOFFS, AIR RELEASES, SEWER CLEANOUTS,
AND SURVEY MONUMENT BOXES.
2. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS
AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF WORK.
4. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALTER
SDG&E
AT&T
TIME WARNER CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SANITATION DISTRICT
811
(800)411-7343
(800)892-0123
(760)438-7741
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340X1330
THIS PROJECT IS LOCATED ON CARLSBAD VILLAGE DR, TAMARACK AVE, CANNON RD,
POINSETTIA LN, LA COST AVE AND OLIVENHAIN RD.
*AS APPROPRIATE KEITH BLACKBURN -MAYOR
MELANIE BURKHOLDER -COUNCIL MEMBER
PRIYA BHAT-PATEL -COUNCIL MEMBER
TERESA ACOSTA -COUNCIL MEMBER
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), THE CALTRANS STANDARD PLANS
AND SPECIFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR
OR THEIR REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
TRANSPORTATION DIRECTOR OR THEIR REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING.
6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE
TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS
OTHERWISE SPECIFIED. R1-1 STOP, R1-2 YIELD, R2-1 SPEED LIMIT AND STREET NAME
SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMONO GRAOE
VIP OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS
WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A LIKE NEW
CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
TRANSPORTATION DIRECTOR OR THEIR REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL BE HIGH
VISIBILITY CONTINENTAL STYLE AND SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE
SPECIFIED. CONTINENTAL CROSSWALK MARKINGS SHALL BE PARALLEL TO THE DIRECTION OF
VEHICULAR TRAVEL.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
INCLUDING BIKE LANE LEGENDS AND ARROWS SHALL BE THERMOPLASTIC UNLESS OTHERWISE
SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE.
13. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED.
14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN
DIEGO REGIONAL STANDARD DRAWING M-45.
15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF
CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS.
16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO
THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE
CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO
REMAIN.
18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO
REGIONAL STANDARD DRAWING M-19.
19. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY
OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION
BLOCKING THE NEW AND RELOCATED SIGNS.
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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NOTE: GREEN TRAFFIC PAINT TO BEEF SERIES WB GRN FAST DRY 1952F 1/2,
PRODUCT CODE 183, PRODUCE COLOR GREEN (34108) BY ENNIS-FLINT DR
APPROVED EQUAL PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I II.
SCOTT CHADWICK
CITY MANAGER
PAZ GOMEZ
DEPUTY CITY MANAGER
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PRODUCT CODE 183, PRODUCE COLOR GREEN (34108) BY ENNIS-FLINT OR
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DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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Carlsbad, CA 92006
I N T E R N AT I O N A L Phone:(760)476-9193 MBAKERINTL.COM
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SLURRY SEAL TYPE I & II CROSS SECTIONS:
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2/1/2023
OVERLAY
SLURRY SEAL (TYPE I & TYPE II -SEE CROSS SECTION)
1000 500 0 1000 2000 1-~f------1 __ 1
SCALE: 1 "=1000'
Michael Baker
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
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2/1/2023
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5050 Avenida Encinas
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Carlsbad, CA 92006
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DA TE INITIAL
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DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
1-0-TH-ER-AP~PR-OV_A_L +-C-IT_Y_A~PP-RO-V-AL-1 CHKD BY: --~--6_00_1_-_22E __ ~-~5_4_1-_2~
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DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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\
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10·
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CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@REPAINT MEDIAN NOSE YELLOW.
60'
-
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
(]
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET
1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@) INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD PLAN A24C.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
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340' 22
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
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INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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SCALE: 1 "=40 ' REVIEWED BY:
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1----+--+-------------+--t--t----t----i
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DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
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CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
lt? APPROVED: THOMAS FRANK
' CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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LEGEND:
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
Michael Baker
i--90' BAY TAPER--!
(L) 56 195' 38
245' 39
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON
SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B)
AND DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@ INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
10'
10'
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54
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
@ REMOVE AND SALVAGE SIGN AND POST AS NOTED.
@) SIGNALIZED INTERSECTION
► EXISTING SIGN (ONE POST)
► NEW SIGN (ONE POST)
(12') EXISTING WIDTH
12' PROPOSED WIDTH
CARLSBAD VILLAGE DR
40 20 0 40
I ~ I
SCALE: 1"=40'
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
63 TYP
80 120
I I
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
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INSPECTOR DATE
I S6ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 5
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
IRVWD BY:
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2/1/2023
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Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
(@ INST ALL CONT I NENT AL CROSSWALK ( WH !TE UNLESS OTHERW I SE NO TEO) , SEE DETAIL "B" ON SHEET 1 .
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
"A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@ INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
[[]
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@)
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►
►
( 12' )
12'
1017' 9
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
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59 I 87'
"AS BUil T"
P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,__O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---6001-22E . 541-2 ---------·-----
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LEGEND:
CARLSBAD VILLAGE DR
APPIAN RDAPPIAN RDAVENIDADE ANITACARLSBAD VILL
A
G
E
D
R
ELCAMINOREALAPPIAN RDDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
Michael Baker
INTERNATIONAL
u
62 5.5'X118'
39 500'
7•=-
10' --7' --10' ----10' -10' ----
51 36'
62 15.5'X200'
17' -10'
10' --_ 10'
10'
57 (L)
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
57 (L)
(@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B"
ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION
B) AND DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH
OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "c" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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12'
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270' MERGE TAPER
EXISTING TO REMAIN.
\
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
38 100'
59
s'
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40 20 0 40 80 120
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SCALE: 1 "=40 '
"AHEAD"P
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P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
fsHFil CITY OF CARLSBAD 1---1--+---------------t-----t----t---i------i ~ ENGINEERING DEPARTMENT 1----l----+--------------t----t---+---+-----i
1-----1---l----------------t----t--+------II-----I IMPROVEMENT PLANS FOR:
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
-." APPROVED: THOMAS FRANK
1(1//
' CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: ---11
~O-=TH.:..:.E-=R-A...1.PP---R---OV---AL-+-CIT_Y_A_,P'-PR-O-VA-L--1 CH K D BY:
PROJECT NO.
6001-22E
I DRAWING NO.
541-2
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LEGEND:
CARLSBAD VILLAGE DR
PONTIACDRCARLSBAD VILLA
G
E
D
R
SANTACLARAWAYCONCORDSTDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
Michael Baker
56 (L)
56 (L)
:;;;;:;:;;;;:;:;;;;:;::=::=-------~~1------==1 '=~=~1
:-;;~~·-=-=::,,=:,:i=~~~
8'
9' g'
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59
"AHEAD" PM
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "8" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
go' BAY TAPER
(®}INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION 8) AND DETAIL "A"
ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
40 20 0 40 80 120
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22 768'
59
39 161'
~
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"AS BUil T"
P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
fsHFil CITY OF CARLSBAD 1-------1--+----------------t-----t---t------i,-, ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t------i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A...,_PP_R_OV_A_L ....__CIT_Y_A~P~PR-0-VA_L_, CHKD BY: ---~---6_00_1_-_22E ___ ~., _5_4_1 _-_2_
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CARLSBAD VILLAGE DR
CARLSBAD VILLAGE DR
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I R81 (CA) IS
R81A(CA)
MATCH EXISTING
50' TRANSITIO
r151c s·
10':---+-~=~------.==== <C ( 14') -
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I
Michael Baker
INTERNATIONAL
~R4-11
CONSTRUCTION NOTES
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD PLAN A24C.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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12'
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
DA TE INITIAL
ENGINEER OF WORK
-
40 20 0 40 80 ~I~ I I
SCALE: 1 "=40 '
REVISION DESCRIPTION
120
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P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
ef
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L_, CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LEGEND:
CARLSBAD VILLAGE
D
R TAMARACKAVECARLSBAD VILLAGE DR
CHATHAMRDVICTORIAAVEDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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------54 ~~6 •. ~. 59
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@INSTALL WHITE YIELD LINE PER CALTRANS STD PLAN A24G.
@) REPAINT MEDIAN NOSE YELLOW.
22 377'
@) INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@) INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
-
"AHEAD"
>-----120' BAY TAPE
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
5139'
40 20 0 40 80 120 I~~ I I I
SCALE: 1 "=40 '
\
\
"AS BUil T"
P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
~ ~
1-------+---l----------------1--------1----l------+----l IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
l-------+---l----------------1--------1----l------1----l ~R=O=W======S=IG=N=IN:::::G::::::::&::::::::ST=R=IP:::::IN:::::G===:P:=LA::::N:::::S:::=====~
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
,__DA_TE_~IN_ITI_AL_,__D_A_TE~_IN_ITI_A_L_, I RVWD BY: ---11 PROJECT NO. I DRAWING NO.
OTHER APPROVAL CITY APPROVAL CHKD BY: ,__ __ 600_1_-22E ___ _,_, _5_4_1_-_2__,
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LEGEND:
CARLSBAD VILLAGE DR
COLLEGE BLVDGLASGOWDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
59 56 (L)
"AHEAD" PM _
38255' ~-
62 1o·x200'
8'
.3. 5'
10' -10.5'
TYP63 9 891'
834'
-
--le ·-----------------------7 ~-1110J..~5:;-•--: ~-=-
6 9'X63'
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
(@ REPAINT MEDIAN NOSE YELLOW.
63 TYP
@) INST ALL CONT I NENT AL CROSSWALK (WHITE UNLESS OTHERWISE NOTED) , SEE DETAIL "B" ON SHEET 1 .
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
-
@) INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PA I NT GREEN BI KE LANE . DIMENSIONS PER PLAN .
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@ INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
-
R4-4 IS
"A" ON
6.5'X100' 61
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R3-7(R) IS
(R) 56
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
I
9
;:::--.....___
~· I/ ~ $
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230 ( -----,,,,-,; 54 54 f
(R) 56 / / / / / / / / / / / /.,,,:;:;==;1,,__ I t,
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40 20 0 40 80 120
'---I~ I I I
SCALE: 1 "=40 '
P.E, __ _
REVIEWED BY:
0 1t ' -
"AS BUil T"
EXP, ___ _
INSPECTOR
DATE
DATE
~ CITY OF CARLSBAD 1-----+---+----------------t------ii-----t----t----, ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t----t---i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
<1.
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P_PR-0-VA_L_,__C_IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---L ___ 6_00_1-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
TAMARACK AVECARLSBADBLVD
GARFIELDSTTAMARACK AVE
HIBISCUS CIRSHERIDAN PLDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
\
I 10'
~ 10'
8'
63 \
7'
~
("T1
\
Michael Baker
INTERNATIONAL
I
\
I
I
I
I
I
214' 32
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
20'
@ INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE JV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@) INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS STD PLAN A24B.
@INSTALL 24" WHITE LIMIT LINE.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
u
215'
"A" ON
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@
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►
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12'
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
56 (L)
40 20 0 40
'---I~ I
SCALE: 1 "=40 '
80
I
173'
TRANSITION
120
I P.E. __ _
REVIEWED BY:
I
I
102'
TRANSITION
"AS BUil T"
EXP. ___ _
INSPECTOR
DATE
DATE
~ CITY OF CARLSBAD 1----+---+----------------t------ii------t-----t----, ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t------i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A_,P-PR-0-VA_L_.__C_IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---L ___ 6_00_1-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
TAMARACK AVE
LINMAR LNJEFFERSONSTI-5 SB ONRAMPI-5 SBOFFRAMPI-5 NBOFFRAMPI-5 NB ONRAMPTAMARACK AVEPIO
P
ICO
DRADAMSSTADAIRWAYMARGARETWAYDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
..... 102'
TRANSITION
1-~-----w.====== W ·-7' I 2'
Cl)
210' TRANSIITON
9 205'
(L) 56
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(L) 55
55 (L) 59 d JJYELJ ow
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6 ·-2. · =~~r;;-_____::__::_--=----=---=--~r=rt~n 10· =
10'
TYP 63
,--r----995 OPEN I NG,-----1
------VAR 13'-10' ----VAR 18.5'-26'
I I I I I I I I •
4.5'X100'62 71 181' 22 254' 9
i------~168' TRANSITION--------!
LSEE BID ALT
I PAGE 14A
80' 22
10' -
I
Michael Baker
INTERNATIONAL
---
150' 39
(R) 56
37' 51
SEE BID ALT __J
PAGE 14A 1
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
(@ INST ALL CONT I NENT AL CROSSWALK ( WH !TE UNLESS OTHERW I SE NOTED) , SEE DET A IL "B" ON SHEET 1 .
@INSTALL TYPE VI ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@ INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD PLAN A24C.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
"A" ON SHEET
2' 8'
10'
10'
16'
10'
10'
16'
56 (R)
29 73'
38' 51
113'22
®
®
~ /;~o"'
®
@)
@
~
~
( 12' )
12'
( 14' )
( 12')
@ ( 12' ) ~
( 12')
•> ( 14')
112' 22
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
DA TE INITIAL
ENGINEER OF WORK
•>
40 20 0 40 ~I~ I
SCALE: 1 "=40 '
REVISION DESCRIPTION
3:: 0
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( 14') CD ( 16')
( 12') ( 12' ) I~ @ ,.(12') ,.(10') I
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178' 22
120
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34•51 I~
59
74' 2
"AS BUil T"
P.E. __ _ EXP, ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~ ~
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVENUE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
<1.
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
.,_O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L .... CHKD BY: ---~---6_00_1-_22E ___ ~.• _5_4_1-_2~
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LEGEND:
TAMARACK AVEPOLLY LNJAMES DRHIGHLANDDRTAM
A
R
A
C
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A
V
E
SCOTT DRVALLEYSTPARKDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
~I
Bl
I
(/) -7•
w L1 7' w 10' (/)
~~ 10'
C:
5• 2' - -7' -~, 22 88'
<( ~I
Michael Baker
-
"STOP"
YELLOW 54
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTEO), SEE DETAIL "B" ON SHEET 1.
{§)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION 8) AND DETAIL
"A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
LLOW
25'
, sme· ~~"_' :•oo·_, r:
PM "XING"
[[]
(j)
7'X100' 72
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
@ REMOVE AND SALVAGE SIGN AND POST AS NOTED.
@ SIGNALIZED INTERSECTION
@ HYBRID BEACON
► EXISTING SIGN (ONE POST)
► NEW SIGN (ONE POST)
(12') EXISTING WIDTH
12' PROPOSED WIDTH
I
63 TYP ___ , 59 59 ,~
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w - - - -z -_J
59 TYP 63 I~
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"AS BUil T"
40 20 0 40 80 120
'---I~ I I I P.E. __ _ EXP. ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
l58Wil CITY OF CARLSBAD 1-----1--+----------------t-----t---t------i,-, ~ ENGINEERING DEPARTMENT
1----+--+--------------+---t--t-----t------i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
<1.
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A...,_PP_R_OV_A_L ....__CIT_Y_A~P~PR-0-VA_L__, CHKD BY: ---~---6_00_1_-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
TA
M
A
R
A
C
K
A
V
E
CRESCENTPOINT RDALDERAVEDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
Michael Baker
INTERNATIONAL
CONSTRUCTION NOTES
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B)
ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
--
-
AND DETAIL "A"
59
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@)
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( 12' )
12'
7'X100' 72
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
719'
,,.
/. 63 TYP
282' . -._,. /J, 82' -. - 1 --
"AS BUil T"
40 20 0 40 80 120
'---I~ I I I P.E, __ _ EXP, ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD 1----+---+----------------t------ii-----t-----t----, ~ ENGINEERING DEPARTMENT
1----+--+--------------+---t--t-----t-----i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P_PR-0-VA_L__.__C_IT_Y_A~PP_R_O_VA_L__, CHKD BY: ---L ___ 6_00_1-_22E ___ ~_, _5_4_1 _-_2_
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LEGEND:
TAMARACK
A
V
E
SUNNYHILLDRSKYLINERDHIGHRIDGEAVETAMARACK AVE
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
\
Michael Baker
-
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A"
ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
TYP 63
10' ~----~ 8'
[[]
(j)
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@)
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@
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►
►
( 12' )
12'
8'
300' 39
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
205•
TRANSITJON
324'
40 20 0 40 80 120
'----I~ I I I
SCALE: 1 "=40 '
56 (L) 9.5'X100'
59 39 50•/
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15 63TYP /
15
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I
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P.E. __ _
REVIEWED BY:
0 ,1
"AS BUil T"
EXP. ___ _
INSPECTOR
DATE
DATE
rsB@l CITY OF CARLSBAD l--------1--+----------------t-----t---t-------i,-, ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t------i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A...,_PP_R_OV_A_L ....__CIT_Y_A~P~PR-0-VA_L_, CHKD BY: ---~---6_00_1_-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:AMBERWOODCTBIRCHWOODCIRTAMARACK AVEE POINTEAVEPALISADESDRELCAMINOREAL
TAMARACK AVELAPORTALADADRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
~ ~<:!/
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/ 26
\
Michael Baker
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
I N T E R N A T I O N A L MBAKERINTL.COM
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CONSTRUCTION NOTES
@) INST ALL 12" THERMOPLASTIC WHITE LIM IT LI NE.
@) INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@) INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A"
ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
59
51 26'
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12'
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10·
10'
g"
EXISTING TO REMAIN.
450' 29
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
56 (R)
15.5'X163' 62
40 20 0 40 80 120 1-~ I I I
SCALE: 1 "=40 '
5.5'X93' 62
...... 'l:t1 /,e
\
I ~..----------------,
" AS BUil T"
P.E. __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD 1------1--+----------------t-----t---t------i,-, ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t-----i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
lt? APPROVED: THOMAS FRANK
' CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A...,_PP_R_OV_A_L _,__CIT_Y_A~P~PR-0-VA_L__, CHKD BY: ---~---6_00_1_-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
TAMARACK AVE PONTIAC DRROBERTSONRDTAMARACK AVE
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
Michael Baker
INTERNATIONAL
'-
-120 , BA y TAPER---
63 TYP
1077' 39
1179'39
CONSTRUCTION NOTES
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION 8)
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
(§}INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
AND DETAIL "A" ON
--1
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@)
@)
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( 12' )
12'
59
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
\
--
\
"AS BUil T"
40 20 0 40 80 120
'----I~ I I I P.E. __ _ EXP. ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD 1----+---+----------------t------ii------t-----t--~ ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t-----i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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TAMARACK AVE
KIRKWALLAVETAMARACK AVEEDINBURGHDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
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Michael Baker
INTERNATIONAL
10'
10'
10'
9'
--212' 39 ~----
9
120' 29
CONSTRUCTION NOTES
-
10'
10'
10' -
17'
@)INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
-
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
10'
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EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
40 20 0 40
I ~ I
SCALE: 1"=40'
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
80 120
I I
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
16' 12
-
II
I
"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD ~ a ENGINEERING DEPARTMENT 5
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
IRVWD BY:
11
PROJECT NO. I DRAWING NO.
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LEGEND:
TAMARACK AVE CARLSBADVILLAGE DRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
32 259'
CONSTRUCTION NOTES
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON
SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
[[]
(j)
@)
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( 12' )
12'
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
I -~i L----~ SEE CARLSBAD VILLAGE DRIVE ,_ SIGNING AND STRIPING PLANS
SHEET 11
40 20 0 40 ~I~ I
SCALE: 1 "=40 '
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
80
I
120
I
"AS BUil T"
P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
~ ~
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L_. CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LEGEND:
CANNON RD
EL ARBOLDRLOSROBLESDRDWYDWYCARLSBAD BLVDCANNON RD
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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FJ3ClM _ RlJ--11-!.:TO~ 38 102'
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7'
5'
8' 2'
10'
10'
10'
3.5' -10'
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59
22 102' 12'X100'6
CONSTRUCTION NOTES
@ INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN
A24A.
@ INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN
A24A. (@) INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE
9C-3 (OPTION B) AND DETAIL "A" ON SHEET 1. SPACE MARKINGS
APPROXIMATELY 300' FROM EACH OTHER.
@ PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ INSTALL RAILROAD CROSSING SYMBOL PER CAL TRANS STD PLAN A24B.
@ INSTALL 24" WHITE LIMIT LINE.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
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12'
205 ' MERGE TAPER
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
@
40 20 0 40 ~I~ I
SCALE: 1 "=40 '
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
56 (R) 39 143' (R) 56
61 6.5'X143'
17'
6.5'
10·
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99' 39
79' 39
12 61'
80 120
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REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CANNON ROAD
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
.,_O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L__, CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LEGEND:
I
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SB
ONRAMPI-5 SB OFFRAMPI-5 NB OFFRAMPI-5
NB
ONRAMPAVENIDAENCINASCANNON RD
CANNON RD
PASEO DELNORTEDWYDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
(L) 56 )
W9-1 (R) IS
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56 (R)
( 12' )
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INTERNATIONAL
71
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@REPAINT MEDIAN NOSE YELLOW.
@ INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE
DETAIL "B" ON SHEET 1.
@ INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN
A24A.
@ INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE
9C-3 (OPTION B) AND DETAIL "A" ON SHEET 1. SPACE MARKINGS
APPROXIMATELY 300' FROM EACH OTHER.
@ PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS STD PLAN A24B.
@ INSTALL 8'X20' ROUTE SHIELD PAVEMENT MARKINGS PER SPECIFICATIONS.
@ INSTALL SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD PLAN A24C.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "c" ON SHEET 1.
[[]
(j)
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
@ INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
@ INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
@)
@
►
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( 12' )
12'
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
40 20 0 40 80 120 ~I~ I I I
SCALE: 1 "=40 '
29' 3B
"AS BUil T"
P.E. __ _ EXP, ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
~ ~
1------1----+----------------+----+--+----1f----1 IMPROVEMENT PLANS FOR:
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CANNON ROAD
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
.,_O_TH_E_R_A~PP-RO-V-AL-+-C-IT_Y_A~P-PR-0-VA_L_, CHKD BY: ---~---600_1_-22E ___ ~-• _5_4_1_-_2~
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CANNON RD
CAR COUNTRYDRCANNON RD
LEGOLANDDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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Michael Baker
INTERNATIONAL
TYP 63
227'
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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6 10'x200'
54
82' TRANSITION
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8' 8' 2' 3.5' 10· 10' ---10.5' -10.5' -@) -10'
10· -10.5' ---53 10.5' --10' -10' 10' -3.5' -
I ~.111111 _1~ ~~9:~· =
~+\ ,.
31' 51
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
(@ REPAINT MEDIAN NOSE YELLOW.
--
IS R4-4
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON
SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B)
AND DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL 4" WHITE 45-DEGREE HATCHING AT 30' SPACING.
@)INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
_t 8' -
3.5' .... 10'
~ 10.5'
10.5'
10'
3.5' 8'
63 TYP
100' TRANSITION 51 48'
56 (L)
40 20 a 40 80 120
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SCALE: 1"=40'
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I
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IMPROVEMENT PLANS FOR:
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CANNON ROAD
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
IRVWD BY:
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CANNON RD GRANDPACIFIC DRCANNON RD
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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TRANSITION
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---
195' TRANSITION 26 930'
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED),
SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD
PLAN A24A.
(@)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD
FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET 1. SPACE
MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45'
SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
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INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
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INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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IMPROVEMENT PLANS FOR:
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ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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CANNON RD
FARADAY AVEDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
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ALL EXISTING~
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59
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
@)INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN
A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE
9C-3 (OPTION B) AND DETAIL "A" ON SHEET 1. SPACE MARKINGS
APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
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MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
10' X200' 62
40 20 0 40 80 I~~ I I
SCALE: 1 "=40 '
"AS BUil T"
120
I P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
~ ~
1----1----1-----------------l------1----1----l------1 IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
1----1----1-----------------l------1----1----l------1 ~R=O=W=======S=IG::::N::::IN::::G::::::=&::::S:::T:::::R:::::IP::::IN=G=P=L=A=NS=======:
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
...._D_ATE_~IN_ITI_A_L__,__DA_TE_~IN_ITI_A_L__, I RVWD BY: ---11 PROJECT NO. I DRAWING NO.
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POINSETTIA LN
CARLSBADBLVDPOINSETTIA LN AVENIDAENCINASI-5 SB ONRAMPI-5 SB OFFRAMPCARLSBAD BLVDDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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63 TYP
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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9 335'
39 100'
58
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378 200' (R) 56 615'-7.5'X135'
39 135'
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@ REPAINT MEDIAN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@)INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
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"A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@)INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@ INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL 12" THERMOPLASTIC WHITE CHEVRONS AT 20' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING. 40 20 0 ~I~ 40
I
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
SCALE: 1 "=40 '
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
@ REMOVE AND SALVAGE SIGN AND POST AS NOTED.
@) SIGNALIZED INTERSECTION
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REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
.1 -
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
-"-" f __ / /{ ~/./ /
'v i= 1 ~ CITY ENGINEER RCE 49070 EXP.9/30/24
APPROVED:THOMAS FRANK
DATE
12' PROPOSED WIDTH
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L__, CHKD BY: ---~---6_00_1-_22E ___ ~.• _5_4_1-_2~
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BATIQUITOSDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@ REPAINT MEDIAN NOSE YELLOW.
TYP 63
---
(@ INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "8" ON SHEET 1.
@ INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
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Michael Baker
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@ PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@ INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "c" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
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INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
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62' 51
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ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
. /' APPROVED: THOMAS FRANK
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DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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CRYSTALLINEDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
---
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59
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488' 39
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
59
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
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INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
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38 147' 63 TYP
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ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
~ CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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2/1/2023
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8' 3.5'
10' --10.5'
20.5'
3.5'
8'
(L) 55
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE VI ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
7.5' 2'
10'
10.5;
10.5'
10.5'
10.5'
-
@)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET
1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
Michael Baker
INTERNATIONAL
@) PA I NT GREEN BI KE LANE . DI MENS I ONS PER PLAN .
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
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62 10 ·x200 ·
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POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
~ CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L_. CHKD BY: ---~---6_00_1-_22E ___ ~.• _5_4_1-_2~
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2/1/2023
I
Michael Baker
INTERNATIONAL
26 725'
6 1198'
~
386' 39
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
~
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1011' 26
39 559'
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
(@)INSTALL TYPE VI ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
12 1198'
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@)INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
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INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
10'
10, 5 •
10' -
40 20 0
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40 80
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59
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DA TE INITIAL
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IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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CASSIA RDENCELIA PLSPARTINACTARTEMISIACTDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
36' 12
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INTERNATIONAL
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@) INST ALL 12" THERMOPLASTIC WH !TE LIM IT LI NE .
@) REPAINT MEDIAN NOSE YELLOW.
-
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@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET
1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
8'
3.5'
10·
10'
10 .5' -,o' -,::, 11 .5'
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MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
56 (L)
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INSPECTOR DATE REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
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DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: ---11 PROJECT NO. I DRAWING NO.
f--0-TH_E_R_A..J.PP_R_OV_A_L-+--C-IT-Y -A-'-PP-'-R-'-OV-'-A=-L--,1 CHKD BY: . -~--6_00_1_-_22E ___ ~. L _5_4_1_-_2__,
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2/1/2023
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CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@REPAINT MEDIAN NOSE YELLOW.
8'
---
--
-
-
@) INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
-
{§)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
"A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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INSTALL SJGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
--
"AS BUil T"
40 20 0 40 80 120
'----I~ I I I P.E, __ _ EXP, ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
l5JKEll CITY OF CARLSBAD 1----+---+----------------t------ii------t-----t--~ ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t-----i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P-PR-0-VA_L_,__C_IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---L ___ 6_00_1-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
POINSETTIA LN
EL CAMINOREALPOINSETTIA LN
ESTRELLADE MAR RDDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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Michael Baker
INTERNATIONAL
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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10.5'
EXISTING TO REMAIN.
-
--
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
_J6 (L) "AHEAD"
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1-----+--+--------------+----t--t-----t-----i
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DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P-PR-0-VA_L_,___C_IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---L ___ 6_00_1-_22E ___ ~_, _5_4_1 _-_2_
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2/1/2023
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CONSTRUCTION NOTES
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(@ INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET
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@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
-8' --3 .5' , , 10' -10.5'
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
---
"SIGNAL" \
-~ 8' 3,5•
10' -70,5 • ----70,5'
10' -3,5' -8' -
-~
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40 20 0 40 80 120 ~I~ I I I P.E. __ _ EXP, ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD
~=====;====t================================t====j~====t=====1====j ~ ENGINEERING DEPARTMENT
~ ~
l---t-----+----------------.J--------1----1------l------1 IMPROVEMENT PLANS FOR:
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: ---11 PROJECT NO. I DRAWING NO.
f--0-TH_E_R_A..J.PP_R_OV_A_L-+--C-IT-Y _A_...PP-'-R-'-OV-'-A=.L-,1 CHKD BY: .. ~ __ 6_00_1_-_22E ___ ~. L _5_4_1_-_2___,
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2/1/2023
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CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
(§}INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
"AHEAD" '~
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"AS BUil T"
40 20 0 40 BO 120
'----I~ I I I P.E. __ _ EXP. ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
i5JKEll CITY OF CARLSBAD 1----+---+----------------t-------ii-------t-----t--~ ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t------i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P_PR-0-VA_L_,__C_IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---L ___ 6_00_1-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
POINSETTIA LN
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DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
I
Michael Baker
INTERNATIONAL
-
-
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
385' 26
--
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10 'X197' 62
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59
59
---------
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
-
\
--
--
261184'
@) INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
I
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL
"A" ON SHEET 1. SPACE MARKINGS APPROX I MA TEL Y 300' FROM EACH OTHER.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
{§)INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
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3,5'
10'
10. 5'
10.5• -10'
3.5' _a·
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10'
3.5'
8'
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EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
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"AS BUil T"
40 20 0 40 80 120
'---I~ I I I P.E. __ _ EXP. ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD 1----+---+----------------t------ii------t-----t----, ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t------i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P_PR-0-VA_L__,__C_IT_Y_A~PP_R_O_VA_L__, CHKD BY: ---L ___ 6_00_1-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
POINSETTIA LN PASEOESCUELAPOINSETTIA LN PASEO CORTO
MELROSEDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
26 709'
I
Michael Baker
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5050 Avenida Encinas
Suite 260
INTERNATIONAL
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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a· 693' 26
3.5'
10' -10.5' ---
10.5' -10' -3.5' -a· ~-
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CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
(@ REPAINT MEDIAN NOSE YELLOW.
-~
---
-
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@) INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@)PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@) INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
\
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EXISTING TO REMAIN.
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NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
@)
"AS BUil T"
40 20 0 40 80 120
'----"I~ I I I P.E. __ _ EXP, ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
l5JKEll CITY OF CARLSBAD 1----1-----+----------------+---t---t---,--. ~ ENGINEERING DEPARTMENT
1---l---+--------------t----t--+--+----i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: ---11
1-0__:THc..:E...:Rc..A...JP-'-PR.c.O.c..VA--=L-+-C-IT_Y_A...,,PP_R_O_VA-L--I CH K D BY:
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LEGEND:
LA COSTA AVE DWYI-5 SBOFFRAMPI-5 SB ONRAMPI-5 NBOFFRAMPI-5
NB ONRAMPPIRAEUSSTLA COSTA AVE
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
---
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CONSTRUCTION NOTES
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29'
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-\ -\ -' '
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@1) INST ALL CONT I NENT AL CROSSWALK ( WH !TE UNLESS OTHERW I SE NOTED) , SEE DET A IL "B" ON SHEET 1 .
@)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL SIGNAL LOOPS PER CITY OF CARLSBAD STANDARD. COORDINATE LOCATION AND INSTALLATION
SPECIFICATIONS WITH CITY OF CARLSBAD CITY ENGINEER.
(a.)
1187'
39 1014'
-
26 1183'
SEE BID ALT ____J
PAGE 39A 7
@CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS FOR CONSTRUCTION
IMPROVEMENTS IN THE JURISDICTION
ESS
.
5050 Avenida Encinas
Michael Baker Suite 260
Carlsbad, CA 92006
INTERNATIONAL
Phone: (760) 476-9193 C/VI'-
MBAKERINTL.COM
--------
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85' TRANSITION
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MARKERS.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
TRAFFIC SIGNAL DETECTOR LOOPS
\
( 13') ........_
( 5 '-)
( 12' )
( 11 ' )
--(12.5') @
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( 13' )
( 14')
(7.5') - -----
/
/
TYP 63
------------------------
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SCALE: 1 "=40 '
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DATE
DATE
~ ~
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
LA COSTA AVENUE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L__, CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LA COSTA AVE
LA COSTA AVE
SAXONYRDDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
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w w en
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10'
CONSTRUCTION NOTES
®) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
TYP 63
-----
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON
SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
-
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
Cg) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@REMOVE EXISTING CURB RAMP AND REPLACE WITH NEW CURB RAMP PER CALTRANS STD. PLAN
ABBA. CASE/DETAIL PER PLAN.
@FURNISH AND INSTALL ITERIS VANTAGE NEXT VECTOR VIDEO RADAR DETECTION SYSTEM FOR LA
COSTA AVENUE APPROACHES. DETECTION UNITS SHALL BE BRACKET MOUNTED ON SIGNAL MAST
ARM. ITERIS DETECTION SYSTEM SHALL CONSIST OF VANTAGE EXTENSION MODULES AND CENTRAL
CONTROL UNIT HOUSED IN TRAFFIC SIGNAL CABINET. ITERIS VANTAGE NEXT SYSTEM SHALL
HAVE A 17" DROP DOWN MONITOR. CONTRACTOR SHALL PULL A SHIELDED CAT 6 CABLE PER
ITERIS SPECIFICATIONS IN A COMPLETE HOME RUN PULL FROM EACH DETECTION UNIT TO
CABINET WITH NO SPLICES. CONTRACTOR TO PROGRAM VIDEO CAMERA AND RADAR SYSTEM TO
PROVIDE VIDEO DETECTION AT LIMIT LINE AND RADAR DETECTION FOR ADVANCED VEHICLES.
CONTACT CITY OF CARLSBAD TRAFFIC ENGINEER FOR DETECTION DETAILS AT LEAST TWO WEEKS
PRIOR TO FIELD INSTALLATION.
@CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS
FOR CONSTRUCTION IMPROVEMENTS IN THE JURISDICTION
Michael Baker
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM INTERNATIONAL
----
--10·
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
--I
----
26 1203'
I
26 663'
"AS BUil T"
40 20 0 40 80 120
1--~ I I I P.E. __ _ EXP. ___ _ DATE
SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD 1----+---+----------------t---i-----t-----t-------i ~ ENGINEERING DEPARTMENT
1---+--+--------------+---+--t--+-----t
~ ~
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
CHKD BY: --~---600_1_-22E ______ 5_4_1_-_2_
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LEGEND:
LA COSTA AVE
LA COSTA AVE
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
-
Michael Baker
INTERNATIONAL
-
TYP ®\ ~~ -
-----
79 ;t
TYP 63 -1219' 26 -,,,..; _;:: ------= -1207' 12
1200' 39 4.5'X500' 61
CONSTRUCTION NOTES
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
Qg/CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS FOR
CONSTRUCTION IMPROVEMENTS IN THE JURISDICTION
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
IL""
-
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1196' 12
6 ••2 I
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10'
50' TRANSITON
121191'
7' 2'====~====~===-==============t===================r!:.=5~~========1============== 10'
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---
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APPROXIMATE CITY OF ENCINITAS R/W
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12'
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
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DA TE INITIAL
ENGINEER OF WORK
ID
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40 20 0 40 80 ~I~ I I
SCALE: 1 "=40 '
REVISION DESCRIPTION
----
-------------
120
I
---
"AS BUil T"
P.E. __ _ EXP, ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
~ ~
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
v::. ,£:::~TY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L_. CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LEGEND:
LA COSTA AVE
LA COSTA AVE
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
~' ®"_ ~ l=======,........,....,...., __ -\ ~ -~ -6' 2'
10'
10'
430' TRANSITION 1118' TRANSITION
~ ~ 8' i!===== =-:~-========P========,;;-.-1-2...,·:::::::::::::::=,,;= == =-===•====z:::az I wg
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7
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1118' TRANSITION
1114' 39
-------8'
4'
10'
Michael Baker
1145'12 ---:::::---..._ -
CONSTRUCTION NOTES
@) INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@ INST ALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCH I NG AT 45' SPACING.
@CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS FOR CONSTRUCTION
IMPROVEMENTS IN THE JURISDICTION
5050 Avenida Encinas
Suite 260
INTERNATIONAL
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
10'
10' -10'
:::--...::4. -
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26 1127'
-
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
~ <l • ¼ \
644' TRANSITION
121121'
------
63 (TYP)
40 20 0 40 ~I~ I
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l.@1201' @J ~,i
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I
120
I
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P.E. __ _ EXP, ___ _
REVIEWED BY:
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IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
..._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L__. CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LEGEND:
LA COSTA AVE
EL CAMINOREALDWY LA COSTA AVE DWYDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
TO
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
10'
56 (L)
150'
-
f J n
60'
(L) 55
@) INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "8" ON SHEET 1.
(@INSTALL TYPE VI ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@Z)INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
8'
9.5'
10·
10'
10'
10·
10'
10'
7'
10' -
@)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET 1. SPACE
MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@)INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
@CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS FOR CONSTRUCTION IMPROVEMENTS
IN THE JURISDICTION
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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330' 22
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10' 4'
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INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
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SCALE: 1 "=40 ' REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD 1----+---+----------------t------ii------t-----t--~ ~ ENGINEERING DEPARTMENT
1-----+--+--------------+----t--t-----t-----i
~ ~
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
LA COSTA AVENUE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A__,P_PR-0-VA_L_,__C_IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---L ___ 6_00_1-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
LA COSTA AVE
FAIRWAY LNDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
Michael Baker
INTERNATIONAL
1045' 39
CONSTRUCTION NOTES
@) INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET 1. SPACE
MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@ INST ALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCH I NG AT 45 ' SPACING .
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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(j)
@)
@)
~ ,,,-;~o\1-
@
@)
@
►
►
( 12' )
12'
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
DA TE INITIAL
ENGINEER OF WORK
40 20 0 40 ~I~ I
SCALE: 1 "=40 '
REVISION DESCRIPTION
80
I
120
I
0 1 •
"AS BUil T"
P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
~ ~
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
..._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L__. CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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LEGEND:
OLIVENHAIN RDLOS PINOS CIRDWYDWYOLIVENHAI
N
R
D CAMINOALVARO
RANCHOSANTA FE RDDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
( 6')
-~(5. )_· --'-------
( 10. 5')
(10.5')
( 12')
(10.5')
(10.5')
(10.5')
~PPROXIMATE CITY OF ENCINITAS R/W
ii II
( 11 ' )
(10 .5')
(10.5')
~ (12')
(10.5')
(10.5')
(10.5')
.IL_
MATCH EXISTING
( 6. )~
(5' )" _,..__(~1-□. 5' )
(10.5')
APF'RQX I_~A TE CITY OF ENC I NcsI T"-=A=S=='R/'='W'======
(10.5')
-(10.5')
RP
--=:::::::2=7:E-~:5~~M6. -= 5'
10.5' __ _,
10.5'
10.5' I .
10.5'
I . -
10.5' (6, /2. 5' )==-------========---~==~--~===~--===(6, )2.5' )==--===-__ _ (10.5')
===:.====-(s-:-5') -/~~=~•~/ ~,~-~,·
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
(@ INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON
SHEET 1.
@)INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@) INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@ INST ALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCH I NG AT 45 ' SPACING .
@REMOVE EXISTING CURB RAMP AND REPLACE WITH NEW CURB RAMP PER CALTRANS STD. PLAN
ABBA. CASE/DETAIL PER PLAN.
@CONTRACTOR SHALL INSTALL 3 TYPE E ADVANCED LOOPS AT EXISTING LOCATION/DISTANCE FROM
LIMIT LINE. RECONNECT EACH LOOP TO EXISTING SEPARATE DLC AT PULLBOX AS CURRENTLY
CONFIGURED TO DETECT INDIVIDUAL THROUGH LANES.
@CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS
FOR CONSTRUCTION IMPROVEMENTS IN THE JURISDICTION
MATCH EXISTING
[[]
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@)
@)
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@
@)
@
►
►
( 12' )
12'
5'
EXISTING TO REMAIN.
CASE A (DETAIL "B")74
I
74 CASE A (DETAIL "B")
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
EXISTING WIDTH
PROPOSED WIDTH
TRAFFIC SIGNAL DETECTOR LOOPS
12 638'
-
----
59
74 CASE A (DETAIL "B")
40 20 0 40 80 120 I~~ I I I
SCALE: 1 "=40 '
59 :a
26 596' ~
-== \0 \
%
. ':>. Q. ----. \0 ,':> • t:
----':> 7-.':>· ,, ~
-~~p ~ \ --651' "SIGNAL" PM
-. 654'
"AS BUil T"
P.E. __ _ EXP, ___ _
REVIEWED BY:
INSPECTOR
DATE
DA TIE
~ ~
1-----1------l------------------l-------1----1-------l--------1 IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
OL/VENHAIN ROAD
l-----1------l------------------l-------1----1-------l--------1 ~R=O=W=======S=IG::::N::::IN::::G::::::=&::::S:::T:::::R:::::IP::::IN=G=P=L=A=NS=======:
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
;((? APPROVED: THOMAS FRANK
' CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
....._D_ATE_~IN_ITI_A_L_,__DA_TE_~IN_ITI_A_L...., I RVWD BY: ---11 PROJECT NO. I DRAWING NO.
OTHER APPROVAL CITY APPROVAL CHKD BY: ....._ __ 6_00_1_-_22E ___ _.,L _5_4_1_-_2__,
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DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
LEGEND:
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I
Michael Baker
INTERNATIONAL
,
<f <f <f <f -
CONSTRUCTION NOTES
@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@REPAINT MEDIAN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
(]
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET
1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@) INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
e
@)
@
~ .,,;~o\1-
@
INSTALL CA MUTCD STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
@ REMOVE AND SALVAGE SIGN AND POST AS NOTED.
@ SIGNALIZED INTERSECTION
► EXISTING SIGN (ONE POST)
► NEW SIGN (ONE POST)
(12') EXISTING WIDTH
12' PROPOSED WIDTH DA TE INITIAL
ENGINEER OF WORK
10'
----------
ALL STRIPING DETAILS AND MARKINGS WITHIN THE
CALTRANS R/W WILL BE PER CALTRANS STANDARD
PLANS 2022 EDITION AND WILL BE THERMOPLASTIC.
40 20 0 40 80 120
'----"I~ I I I
SCALE: 1 "=40 '
115' 39 I
I
"AS BUil T"
P.E, __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CARLSBAD VILLAGE DRIVE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A~PP-R-OV_A_L -+--CIT_Y_A~P~PR-0-VA_L_, CHKD BY: ---6001-22E . 541-2 --------------
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LEGEND:LINMAR LNJEFFERSONSTI-5 SB ONRAMPI-5 SBOFFRAMPI-5 NBOFFRAMPI-5 NB ONRAMPTAMARACK AVE
PIO
P
ICO
DRADAMSSTADAIRWAYMARGARETWAYTAMARACK AVEADAMSST ADAIRWAYMARGARETWAYDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
..... 102'
TRANSITION
1-c-----W W E~=-=-=7-,--,•=== 7'
I 2'
Cl)
I
Michael Baker
INTERNATIONAL
(L) 55
210' TRANSIITON
9 205' 55 (L)
=~-~--=-=-_ll_l_l ll
204' 9
(L) 56 4.5'X100'62
51 26'
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MEDIAN NOSE YELLOW.
----10'
__,...., --
I I I I I I
(@ INST ALL CONT I NENT AL CROSSWALK ( WH !TE UNLESS OTHERW I SE NOTED) , SEE DET A IL "B" ON SHEET 1 .
@INSTALL TYPE VI ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@ INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@) INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON SHEET
1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
{Zg)PAINT MARKING REMOVAL -WATER BLASTING METHOD ONLY (REFER TO SPECIFICATIONS)
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "D" ON SHEET 1.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
TYP 63
(R) 56
29 73'
38' 51
@)
@
~ .,,;~o\1-
@
EXISTING CURB
+ 2' GUTTER
"AHEAD" PM
INSTALL CA MUTCD STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
(12') EXISTING WIDTH
12' PROPOSED WIDTH DA TE INITIAL
ENGINEER OF WORK
EXISTING CURB
+ 2' GUTTER
3.5'X50' 61
EXISTING CURB
+ 2' GUTTER
61 3.5'X50'
10.5'
10'
10 .5'
ALL STRIPING DETAILS AND MARKINGS WITHIN THE
CALTRANS R/W WILL BE PER CALTRANS STANDARD
PLANS 2022 EDITION AND WILL BE THERMOPLASTIC.
40 20 0 40 80 120
'-----"I~ I I I
SCALE: 1 "=40 '
~" •~o r+;,;
!f ~ %
EXISTING CURB + ~"\
75 3.5'X47' 20 GUTTER
¢~/~·,
EXISTING CURB I 1· com,
7'X51'72
"AS BUil T"
P.E, __ _ EXP, ___ _
REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
TAMARACK AVENUE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
,_O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_O_VA_L_, CHKD BY: ---6001-22E . 541-2 ---------·-----
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LEGEND:
CANNON RD
I-5
SB
ONRAMPI-5 SB OFFRAMPI-5 NB OFFRAMPI-5
NB
ONRAMPAVENIDAENCINASCANNON RD
PASEO DELNORTEDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
I .
"NORTH" M
4'X100' 5
(R) 56
39 89' ~ _-:,-,...
... ...
12 190'
100' 9
EXISTING CURB
+ 2' GUTTER
53
51 47'
~
EXISTING CURB
+ 2' GUTTER
(R)
56 (L)
-:::.--
T"
-~o·
@) '11 '511---1'
-.
\
-
10 .5' -
~ ~-
61 5. 5' X235' 56 (R)
38 227'
-
26 901' ·xag' .,.,, -... ,,,..~~~~~ ·.~ ,,,.. \ ~ -~ 902' 59
'4: ,o·
~
\
Michael Baker
INTERNATIONAL
62 7 .5'X190'
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
-~
'51 '~\\ ~
RP \ \
49'
(R)
NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@REPAINT MEDIAN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL
"B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
{®)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3
(OPTION B) AND DETAIL "A" ON SHEET 1. SPACE MARK I NGS APPROX I MA TEL Y 300 '
FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS STD PLAN A24B.
@INSTALL 8'X20' ROUTE SHIELD PAVEMENT MARKINGS PER SPECIFICATIONS.
@INSTALL 4" YELLOW 45-DEGREE HATCHING AT 30' SPACING.
@INSTALL SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD PLAN A24C.
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
@INSTALL SIGNAL LOOPS PER CITY OF CARLSBAD STANDARD. COORDINATE LOCATION
AND INSTALLATION SPECIFICATIONS WITH CITY OF CARLSBAD CITY ENGINEER.
EXISTING CURB + 2' GUTTER
/-------6 -. !'-. ---Cl~ 4'-6'X83'
' •
.-o-l -:-_,_...,_--=----160' BAY TAPER
~(L)
2·
150' 9
EXISTING CURB + ' GUTTER
@)
@
~ .-,;~o\1-
@
-
12 910'
INSTALL CA MUTCD STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER
NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
11 '
11 '
11 ':)
,,.· 0
11' 0 0 0-11 '
_6' ~ ,_ __ I -
6'X50' 61
16 TYP 78
(L) 56
18' 9
40' 51
ALL STRIPING DETAILS AND MARKINGS WITHIN THE
CALTRANS R/W WILL BE PER CALTRANS STANDARD
PLANS 2022 EDITION AND WILL BE THERMOPLASTIC.
40 20 0 40 80 120 ~I~ I I I
SCALE: 1 "=40 '
EXISTING CURB
+ 2' GUTTER
EXISTING AC DIKE
9 201'
210'
EXISTING CURB
+ 1.5' GUTTER
-
7.5'X10' 62
EXISTING CURB
+ 1' GUTTER
EXISTING CURB
+ 2' GUTTER
29' 38
I
I
"AS BUil T"
P.E. __ _ EXP, ___ _
REVIEWED BY:
INSPECTOR
0 l •
DATE
DATE
REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
INCLUDING RAISED PAVEMENT MARKERS. ~ CITY OF CARLSBAD
~=====;====t================================t====j~====t=====1====j ~ ENGINEERING DEPARTMENT
~ ~
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
NEW SIGN (ONE POST)
(12') EXISTING WIDTH
12· PROPOSED WIDTH
O@ TRAFFIC SIGNAL DETECTOR LOOPS
l---l---+----------------.J--------1----1----l------1 IMPROVEMENT PLANS FOR:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CANNON ROAD
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
~ CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
INITIAL DATE INITIAL I RVWD BY: ---11 PROJECT NO. I DRAWING NO.
f-O_TH_E_R_A..1.PP_R_OV_A_L-+--C-IT-Y _A.i.PP-'-R-'-OV.c.A=.L-.1 CHKD BY: .. ~ __ 6_00_1_-_22E ___ ~. L _5_4_1_-_2__, DATE
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LEGEND:CARLSBADBLVDCARLSBADBLVDPOINSETTIA LN
POINSETTIA LN I-5 SB OFFRAMPPOINSETTIA LN
I-5 SB ONRAMPCARLSBADCARLSBAD BLVDDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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5050 Avenida Encinas
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MBAKERINTL.COM
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INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
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RELOCATE EXISTING SIGN(S) TO NEW POST (IF
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REMOVE BY GRINDING ALL EXISTING CONFLICTING
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INCLUDING RAISED PAVEMENT MARKERS.
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
► EXISTING SIGN (ONE POST)
► NEW SIGN (ONE POST)
(12') EXISTING WIDTH
12' PROPOSED WIDTH
CONSTRUCTION NOTES
@)INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@) REPAINT MED I AN NOSE YELLOW.
@INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL SHARED ROADWAY BICYCLE MARKING WITH GREEN PAINT PER DETAIL "F" ON SHEET 1.
@INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND
DETAIL "A" ON SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@) PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL 4" YELLOW 45-DEGREE HATCHING AT 30' SPACING.
@INSTALL 12" THERMOPLASTIC WHITE CHEVRONS AT 20' SPACING.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
## 0
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~ i# P.E. __ _ EXP. ___ _
SCALE: 1 "=## ' REVIEWED BY:
INSPECTOR
~ CITY OF CARLSBAD 1-----+---+----------------t---i------t------t--------i ~ ENGINEERING DEPARTMENT
1----+--+--------------+----+--t--+------t
IMPROVEMENT PLANS FOR:
DATE
DATE
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2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
DA TE INITIAL
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ROW SIGNING & STRIPING PLANS
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1 CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
1-0-TH_E_R_A_,P-PR-O-VA-L-+-C-IT_Y_A....,PP_R_O_VA-L--I CHKD BY: ---~---6_00_1-_22E _____ . _5_4_1 _-_2_
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POINSETTIA LN
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BATIQUITOSDRDocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
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Michael Baker
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637' 26
CONSTRUCTION NOTES
@) INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
@ REPAINT MEDIAN NOSE YELLOW.
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(@ INSTALL CONTINENTAL CROSSWALK (WHITE UNLESS OTHERWISE NOTED), SEE DETAIL "B" ON SHEET 1.
@ INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@) INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@ PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@) INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@) INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@ PAINT MARKING REMOVAL -WATER BLASTING METHOD ONLY (REFER TO SPECIFICATIONS)
@ INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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@ REMOVE BY GRINDING ALL EXISTING CONFLICTING
TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED,
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ALL STRIPING DETAILS AND MARKINGS WITHIN THE
CALTRANS R/W WILL BE PER CALTRANS STANDARD
PLANS 2022 EDITION AND WILL BE THERMOPLASTIC.
40 20 0 40 80 120
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SCALE: 1 "=40 '
"AS BUil T"
P.E. __ _ EXP, ___ _
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DATE
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ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
POINSETTIA LANE
ROW SIGNING & STRIPING PLANS
APPROVED:THOMAS FRANK
CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
1-0-TH_E_R_A...,_PP_R_OV_A_L +--CIT_Y_A_,P~PR-O-VA-L--1 CHKD BY: ---~---6_00_1_-_22E ___ ~., _5_4_1 _-_2_
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LEGEND:
LA COSTA AVE DWYI-5 SBOFFRAMPI-5 SB ONRAMPI-5 NBOFFRAMPI-5
NB ONRAMPPIRAEUSSTLA COSTA AVE
DocuSign Envelope ID: 89EEC860-B12C-4A5D-84EF-D9D631AB3811
2/1/2023
EXISTING CURB
+ 1.5' GUTTER
CONSTRUCTION NOTES
R4-4 IS
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@INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE.
(@ REPAINT MEDIAN NOSE YELLOW.
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@INSTALL TYPE IV ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@INSTALL TYPE VII ARROW (ORIENTATION PER PLAN) PER CALTRANS STD PLAN A24A.
@)INSTALL HELMETED BICYCLIST SYMBOL AND ARROW PER CA MUTCD FIGURE 9C-3 (OPTION B) AND DETAIL "A" ON
SHEET 1. SPACE MARKINGS APPROXIMATELY 300' FROM EACH OTHER.
@PAINT GREEN BIKE LANE. DIMENSIONS PER PLAN.
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "E" ON SHEET 1.
@INSTALL 12" THERMOPLASTIC WHITE 45-DEGREE HATCHING AT 45' SPACING.
@INSTALL 8'X20' ROUTE SHIELD PAVEMENT MARKINGS PER SPECIFICATIONS.
@INSTALL 4" YELLOW 45-DEGREE HATCHING AT 30' SPACING.
@PAINT MARKING REMOVAL -WATER BLASTING METHOD ONLY (REFER TO SPECIFICATIONS)
@INSTALL GREEN BIKE LANE SKIP PER DETAIL "C" ON SHEET 1.
@INSTALL SIGNAL LOOPS PER CITY OF CARLSBAD STANDARD. COORDINATE LOCATION AND INSTALLATION
SPECIFICATIONS WITH CITY OF CARLSBAD CITY ENGINEER.
@CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ENCINITAS FOR CONSTRUCTION
IMPROVEMENTS IN THE JURISDICTION
Michael Baker
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92006
Phone: (760) 476-9193
MBAKERINTL.COM
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NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT
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INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
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RELOCATE EXISTING SIGN(S) TO NEW POST (IF
APPLICABLE) AS NOTED.
@ REMOVE BY GRINDING ALL EXISTING CONFLICTING
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INCLUDING RAISED PAVEMENT MARKERS.
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SIGNALIZED INTERSECTION
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DA TE INITIAL
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40 20 0 40 80 120 ~I~ I I I
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P.E. __ _ EXP, ___ _
REVIEWED BY:
INSPECTOR
IMPROVEMENT PLANS FOR:
DATE
DATE
~ ~
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
LA COSTA AVENUE
ROW SIGNING & STRIPING PLANS
;((? APPROVED: THOMAS FRANK
' CITY ENGINEER RCE 49070 EXP.9/30/24 DATE
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
._O_TH_E_R_A~P-PR-0-VA-L-+--C-IT_Y_A~PP_R_OV_A_L__, CHKD BY: ---~---6_00_1-_22E ___ ~-• _5_4_1-_2~
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Revised 6/12/18 Contract No. 6001-22E Page 1 of 148
CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS,
GENERAL PROVISIONS,
SUPPLEMENTAL PROVISIONS, AND
TECHNICAL SPECIFICATIONS
FOR
2022 EAST-WEST CORRIDOR
RESURFACING AND
RESTRIPING
CONTRACT NO. 6001-22E
BID NO. PWS23-2082TRAN
-Bidding
Revised 6/12/18 Contract No. 6001-22E Page 2 of 148
TABLE OF CONTENTS
Item Page
Notice Inviting Bids ................................................................................................................ 6
Contractor's Proposal ........................................................................................................... 13
Bid Security Form ................................................................................................................ 24
Bidder’s Bond to Accompany Proposal ................................................................................ 25
Guide for Completing the “Designation of Subcontractors” Form ......................................... 26
Designation of Subcontractor and Amount of Subcontractor’s Bid Items ............................. 28
Bidder's Statement of Technical Ability and Experience ....................................................... 29
Bidder’s Certificate of Insurance for General Liability, Employers’ Liability, Automotive
Liability and Workers’ Compensation ................................................................................... 30
Bidder’s Statement Re Debarment ....................................................................................... 31
Bidder's Disclosure of Discipline Record…………………………………………… .................. 32
Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid ........................ 34
Contract Public Works .......................................................................................................... 35
Labor and Materials Bond .................................................................................................... 42
Faithful Performance/Warranty Bond ................................................................................... 44
Optional Escrow Agreement for Surety Deposits in Lieu of Retention .................................. 46
Revised 6/12/18 Contract No. 6001-22E Page 3 of 148
GENERAL PROVISIONS
Section 1 Terms, Definitions Abbreviations and Symbols
1-1 Terms .......................................................... ................................................ 49
1-2 Definitions .................................................... ................................................ 49
1-3 Abbreviations ............................................... ................................................ 53
1-4 Units of Measure .......................................... ................................................ 56
1-5 Symbols ....................................................... ................................................ 57
Section 2 Scope and Control of The Work
2-1 Award and Execution of Contract ................. ................................................ 58
2-2 Assignment .................................................. ................................................ 58
2-3 Subcontracts ................................................ ................................................ 58
2-4 Contract Bonds ............................................ ................................................ 59
2-5 Plans and Specifications .............................. ................................................ 60
2-6 Work to be Done .......................................... ................................................ 64
2-7 Subsurface Data .......................................... ................................................ 64
2-8 Right-of-Way ................................................ ................................................ 64
2-9 Surveying ..................................................... ................................................ 64
2-10 Authority of Board and Engineer .................. ................................................ 66
2-11 Inspection .................................................... ................................................ 66
Section 3 Changes in Work
3-1 Changes Requested by the Contractor ........ ................................................ 68
3-2 Changes Initiated by the Agency .................. ................................................ 68
3-3 Extra Work ................................................... ................................................ 69
3-4 Changed Conditions .................................... ................................................ 72
3-5 Disputed Work ............................................. ................................................ 73
Section 4 Control of Materials
4-1 Materials and Workmanship ......................... ................................................ 79
4-2 Materials Transportation, Handling and Storage ........................................... 83
Section 5 Utilities
5-1 Location ....................................................... ................................................ 85
5-2 Protection .................................................... ................................................ 85
5-3 Removal ...................................................... ................................................ 86
5-4 Relocation .................................................... ................................................ 86
5-5 Delays .......................................................... ................................................ 87
5-6 Cooperation ................................................. ................................................ 87
Section 6 Prosecution, Progress and Acceptance of the Work
6-1 Construction Schedule and Commencement of Work ................................... 88
6-2 Prosecution of Work ..................................... ................................................ 92
6-3 Suspension of Work ..................................... ................................................ 92
6-4 Default by Contractor ................................... ................................................ 93
6-5 Termination of Contract................................ ................................................ 93
6-6 Delays and Extensions of Time .................... ................................................ 93
6-7 Time of Completion ...................................... ................................................ 94
6-8 Completion, Acceptance, and Warranty ....... ................................................ 95
6-9 Liquidated Damages .................................... ................................................ 96
Revised 6/12/18 Contract No. 6001-22E Page 4 of 148
6-10 Use of Improvement During Construction .... ................................................ 96
Section 7 Responsibilities of the Contractor 7-1 Contractor’s Equipment and Facilities .......... ................................................ 98 7-2 Labor ........................................................... ................................................ 98 7-3 Liability Insurance ........................................ ................................................ 98 7-4 Workers' Compensation Insurance .............. ................................................ 98
7-5 Permits ........................................................ ................................................ 99 7-6 The Contractor’s Representative .................. ................................................ 99 7-7 Cooperation and Collateral Work ................. .............................................. 100 7-8 Project Site Maintenance ............................. .............................................. 100 7-9 Protection and Restoration of Existing Improvements ................................. 102 7-10 Public Convenience and Safety ................... .............................................. 103 7-11 Patent Fees or Royalties .............................. .............................................. 110 7-12 Advertising ................................................... .............................................. 110 7-13 Laws to be Observed ................................... .............................................. 110
7-14 Antitrust Claims ............................................ .............................................. 110 Section 8 Facilities for Agency Personnel 8-1 General ........................................................ .............................................. 111 Section 9 Measurement and Payment 9-1 Measurement of Quantities for Unit Price Work .......................................... 112
9-2 Lump Sum Work .......................................... .............................................. 112 9-3 Payment ...................................................... .............................................. 112 9-4 Bid Items ...................................................... .............................................. 116
SUPPLEMENTAL PROVISIONS TO PART 2, 3 OF THE SSPWC Part 2 Construction Materials
Section 200 Rock Materials
200-2 Untreated Base Materials ............................. .............................................. 121
Section 203 Bituminous Materials
203-3 Emulsified Asphalt ....................................... .............................................. 121
203-4 Emulsion Aggregate Slurry .......................... .............................................. 122
203-6 Asphalt Concrete ......................................... .............................................. 122
203-10 Asphalt Pavement Crack Sealants ............... .............................................. 124
Section 206 Miscellaneous Metal Items
206-7 Portable Changeable Message Sign ............ .............................................. 125
Section 214 Pavement Markers
214-4 Paint for Striping and Marking ...................... .............................................. 126
214-6 Pavement Markers ....................................... .............................................. 127
PART 3 Construction Methods
Section 302 Roadway Surfacing
302-4 Slurry Seal Surfacing .................................................................................. 128
302-5 Asphalt Concrete Pavement ....................................................................... 137
302-14 Polymer Modified Asphalt Concrete ............................................................ 139
302-15 Asphalt Pavement Repairs and Remediation .............................................. 142
Revised 6/12/18 Contract No. 6001-22E Page 5 of 148
Section 303 Concrete and Masonry Construction.
303-1 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections,
Access Ramps, And Driveways .................................................................. 144
Section 314 Traffic Striping, Curb and Pavement Markings and Pavement Markers
314-3 Removal of Pavement Markers ................................................................... 145
314-4 Application of Traffic Striping and Curb and Pavement Markers .................. 145
314-5 Pavement Markers ...................................................................................... 146
Section 315 Temporary Traffic Control Devices
315-1 Temporary Traffic Pavement Markers ......................................................... 146
315-2 Temporary Traffic Signings ......................................................................... 147
315-4 Measurement and Pavement ...................................................................... 147
PART 7 Street Lighting and Traffic Signal Systems
Section 700 Materials ..................................................................................................... 148
Section 701 Construction ................................................................................................ 148
APPENDICES
Appendix A Project Limits within City of Encinitas
Appendix B City of Carlsbad Water, Sewer, Stormwater Utilities
Appendix C Door Hanger Template
Revised 6/12/18 Contract No. 6001-22E Page 6 of 148
CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Until 11 a.m. on ________________ 2023, the City shall accept bids via electronic format via
the City of Carlsbad Electronic Bidding Site, PlanetBids, which may be accessed at
https://www.carlsbadca.gov/departments/finance/contracting-purchasing, for performing the work
as follows: Cold mill, pave, and stripe various streets.
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
BID NO. PWS23-2082TRAN
ELECTRONIC FORMAT RECEIPT AND OPENING OF BIDS: Bids will be received in
electronic format (eBids) EXCLUSIVELY at the City of Carlsbad’s electronic bidding
(eBidding) site, at: https://www.carlsbadca.gov/departments/finance/contracting-purchasing,
and are due by the date and time shown on the cover of this solicitation.
BIDDERS MUST BE PRE-REGISTERED with the City’s bidding system and possess a
system-assigned Digital ID in order to submit an electronic bid.
The City’s electronic bidding (eBidding) system will automatically track information submitted to
the site including IP addresses, browsers being used and the URLs from which information was
submitted. In addition, the City’s bidding system will keep a history of every login instance
including the time of login, and other information about the user's computer configuration such as
the operating system, browser type, version, and more. Because of these security features,
Bidders who disable their browsers’ cookies will not be able to log in and use the City’s bidding
system.
The City’s electronic bidding system is responsible for bid tabulations. Upon the bidder’s or
proposer’s entry of their bid, the system will ensure that all required fields are entered. The system
will not accept a bid for which any required information is missing. This includes all necessary
pricing, subcontractor listing(s) and any other essential documentation and supporting materials
and forms requested or contained in these solicitation documents.
BIDS REMAIN SEALED UNTIL DUE DATE AND TIME.
eBids are transmitted into the City’s bidding system via hypertext transfer protocol secure (https)
mechanism using SSL 128-256-bit security certificates issued from Verisign/Thawte which
encrypts data being transferred from client to server. Bids submitted prior to the Due Date and
Time are not available for review by anyone other than the submitter, who will have until the Due
Date and Time to change, rescind or retrieve its bid should they desire to do so.
BIDS MUST BE SUBMITTED BY DUE DATE AND TIME.
Once the deadline is reached, no further submissions are accepted into the system. Once the
Due Date and Time has passed, bidders, proposers, the general public, and City staff are able to
immediately see the results online. City staff may then begin reviewing the submissions for
responsiveness, compliance and other issues.
Revised 6/12/18 Contract No. 6001-22E Page 7 of 148
RECAPITULATION OF THE WORK.
Bids shall not contain any recapitulation of the Work. Conditional Bids may be rejected as being
non-responsive. Alternative proposals will not be considered unless called for.
BIDS MAY BE WITHDRAWN by the Bidder prior to, but not after, the time set as Due Date
and Time.
Important Note: Submission of the electronic bid into the system may not be instantaneous. Due
to the speed and capabilities of the user’s internet service provider (ISP), bandwidth, computer
hardware and other variables, it may take time for the bidder’s submission to upload and be
received by the City’s eBidding system. It is the bidder’s sole responsibility to ensure their bids
are received on time by the City’s eBidding system. The City of Carlsbad is not responsible for
bids that do not arrive by the Due Date and Time.
ELECTRONIC SUBMISSIONS CARRY FULL FORCE AND EFFECT.
The Bidder, by submitting their electronic proposal, agrees to and certifies under penalty of perjury
under the laws of the State of California, that the certification, forms and affidavits submitted as
part of this proposal are true and correct. The bidder, by submitting its electronic bid,
acknowledges that doing so carries the same force and full legal effect as a paper submission
with a longhand (wet) signature. By submitting an electronic bid, the bidder certifies that the bidder
has thoroughly examined and understands the entire Contract Documents (which consist of the
plans and specifications, drawings, forms, affidavits and the solicitation documents), and that by
submitting the eBid as its bid proposal, the bidder acknowledges, agrees to and is bound by the
entire Contract Documents, including any addenda issued thereto, and incorporated by reference
in the Contract Documents.
BIDS ARE PUBLIC RECORDS
Upon receipt by the City, bids shall become public records subject to public disclosure. It is the
responsibility of the Bidder to clearly identify any confidential, proprietary, trade secret or
otherwise legally privileged information contained within the proposal’s General references to
sections of the California Public Records Act (PRA) will not suffice. If the Bidder does not provide
applicable case law that clearly establishes that the requested information is exempt from the
disclosure requirements of the PRA, the City shall be free to release the information when required
in accordance with the PRA, pursuant to any other applicable law, or by order of any court or
government agency, and the Bidder agrees to hold the City harmless for any such release of this
information.
This bid and the terms of the Contract Documents and Supplemental Provisions constitute an
irrevocable offer that shall remain valid and in full force for a period of 180 days and such
additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder.
INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS
This bid and the terms of the Contract Documents and General Provisions constitute an
irrevocable offer that shall remain valid and in full force for a period of 180 days and such
additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required by law.
The bidder's security of the second and third next lowest responsive bidders may be withheld until
the Contract has been fully executed. The security submitted by all other unsuccessful bidders
shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded.
Revised 6/12/18 Contract No. 6001-22E Page 8 of 148
Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities
may be substituted for any obligation required by this notice or for any monies withheld by the
City to ensure performance under this Contract. Section 10263 of the Public Contract Code
requires monies or securities to be deposited with the City or a state or federally chartered bank
in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent
acts and omissions of the agent in connection with the handling of retentions under this section
in an amount not less than $100,000 per contract.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding
when a contractor or subcontractor has been debarred by the City of Carlsbad or another
jurisdiction in the State of California as an irresponsible bidder.
The work shall be performed in strict conformity with the plans, provisions, and specifications as
approved by the City Council of the City of Carlsbad on file with the City Clerk’s Office at 1200
Carlsbad Village Drive, Carlsbad, CA 92008-7314. The specifications for the work include City of
Carlsbad Technical Specifications and the Standard Specifications for Public Works Construction,
Parts 2 & 3, current edition at time of bid opening and the supplements thereto as published
by the "Greenbook" Committee of Public Works Standards, Inc., all hereinafter designated
“SSPWC”, as amended. Specification Reference is hereby made to the plans and specifications
for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do
not apply.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and
contractors to utilize recycled and recyclable materials when available, appropriate and approved
by the Engineer.
BID DOCUMENTS
The bid documents comprise the following documents which must be completed and properly
executed including notarization, where indicated.
1. Contractor's Proposal
2. Bidder's Bond (at time of Bid submit PDF copy via PlanetBids / All Bidders). Bid Bond
(Original) within two (2) business days of bid Opening / three (3) Apparent Low Bidders
3. Noncollusion Declaration
4. Designation of Subcontractor and Amount of Subcontractor’s Bid
5. Bidder's Statement of Technical Ability and Experience
6. Acknowledgement of Addendum(a)
7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers
may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award
of this contract.
8. Bidder’s Statement Re Debarment
9. Bidder's Disclosure of Discipline Record
10. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes
to use the Escrow Agreement for Security)
BIDDER’S GUARANTEE OF GOOD FAITH (BID SECURITY)
At the time of bid submission, bidders must upload and submit an electronic PDF copy of the
aforementioned bid security. Whether in the form of a cashier's check, a properly certified check
or an approved corporate surety bond payable to the City of Carlsbad, the bid security must be
uploaded to the City’s eBidding system. Within two (2) business days after the bid opening date,
the first three (3) apparent low bidders must provide City with the original bid security.
Revised 6/12/18 Contract No. 6001-22E Page 9 of 148
Failure to submit the electronic version of the bid security at time of bid submission shall cause
the bid to be rejected and deemed non-responsive. Only the three (3) apparent low bidders are
required to submit original bid security to City within two (2) business days after bid opening date.
Failure to provide the original within two (2) business days may deem the bidder non-responsive.
ENGINEER’S ESTIMATE
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are
approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is
$4,821,000.
COMMENCEMENT OF WORK/TIME OF COMPLETION
Placement of slurry seal shall not take place within a few days before a storm event nor a few
days after a storm event unless Contractor receives written approval from the Engineer.
Contractor’s bid costs for placement of overlay and slurry seal must remain firm from the bid
opening date through completion of the Project, excluding increases for work that would otherwise
qualify as a Changed Condition (Section 3-4) or Change Order unrelated to a storm event
restriction on which placement of slurry seal may occur on the Project. The contractor shall
complete the Work within the time set in the contract as defined in the General Provisions Section
6-7.
SPECIALTY CONTRACTORS:
ACCEPTABLE LICENSE TYPES
Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a
contractor pursuant to the Business and Professions Code shall be considered nonresponsive
and shall be rejected by the City. In all contracts where federal funds are involved, no bid
submitted shall be invalidated by the failure of the bidder to be licensed in accordance with
California law. Where federal funds are involved the contractor shall be properly licensed at the
time the contract is awarded. In all other cases, the contractor shall state their license number,
expiration date and classification in the proposal, under penalty of perjury. This invitation to bid
does not include federal funds. The following classifications are acceptable for this contract:
Classification A - General Engineering or C12: Earthwork and Paving.
ESCROW AGREEMENT
If the Contractor intends to utilize the escrow agreement included in the contract documents in
lieu of the usual 5% retention from each payment, these documents must be completed and
submitted with the signed contract. The escrow agreement may not be substituted at a later date.
OBTAINING PLANS AND SPECIFICATIONS
Sets of plans, various supplemental provisions, and Contract documents may be obtained from
the City’s website https://www.carlsbadca.gov/departments/finance/contracting-purchasing.
Paper copies will not be sold.
INTENT OF PLANS AND SPECIFICATIONS
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings,
specifications or other contract documents, or finds discrepancies in or omissions from the
drawings and specifications may submit to the Contract Administrator a written request for
clarification or correction. Any response will be made only by a written addendum duly issued by
the Contract Administrator and distributed via Planet Bids. No oral response will be made to such
inquiry. Prior to the award of the contract, no addition to, modification of or interpretation
of any provision in the contract documents will be given by any agent, employee or
Revised 6/12/18 Contract No. 6001-22E Page 10 of 148
contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on
directions given by any agent, employee or contractor of the City of Carlsbad except as
hereinbefore specified.
REJECTION OF BIDS
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity
or informality in such bids.
PREVAILING WAGE TO BE PAID
The general prevailing rate of wages for each craft or type of worker needed to execute the Con-
tract shall be those as determined by the Director of Industrial Relations pursuant to the sections
1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a
current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor
to whom the Contract is awarded shall not pay less than the said specified prevailing rates of
wages to all workers employed by him or her in the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of section
1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and
Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the
purposes of section 4107 and 4107.5.
The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply
to the Contract for work.
A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject
to the requirements of Section 4104 of the Public Contract Code or engage in the performance of
any contract for public work, unless currently registered and qualified to perform public work
pursuant to Section 1725.5. This project is subject to compliance monitoring and enforcement by
the Department of Industrial Relations.
The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code,
which generally requires keeping accurate payroll records, verifying and certifying payroll records,
and making them available for inspection. Contractor shall require all subcontractors to comply
with Section 1776.
PRE-BID MEETING
A pre-bid meeting and tour of the project site will not be held.
UNIT PRICES AND COMPUTATION OF BIDS
All bids are to be computed on the basis of the given estimated quantities of work, as indicated in
this proposal, times the unit price as submitted by the bidder.
BIDDER’S INQUIRIES
Questions on the bid documents during the bid period shall be submitted in writing, via email,
solely to:
Graham Jordan, Contract Administrator
graham.jordan@carlsbadca.gov
Questions shall be definite and certain and shall reference applicable drawing sheets, notes,
details or specification sheets.
Revised 6/12/18 Contract No. 6001-22E Page 11 of 148
The cutoff date to submit questions regarding this project is xxxxxxxx, February xx, 2023. No
questions will be entertained after that date.
The answers to questions submitted during the bidding period will be published in an addendum
and made available via the City of Carlsbad PlanetBids portal by xxxxxxxx, March xx, 2023.
ADDENDA
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior
to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection
of bid.
BOND AND INSURANCE REQUIREMENTS
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an
amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor
shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to
one hundred percent (100%) of the total amount payable by the terms of the contract. These
bonds shall be kept in full force and effect during the course of this project and shall extend in full
force and effect and be retained by the City until they are released as stated in the General
Provisions section of this contract. All bonds are to be placed with a surety insurance carrier
admitted and authorized to transact the business of insurance in California and whose assets
exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds
are to be accompanied by the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws,
or other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance
commissioner.
If the bid is accepted, the City may require copies of the insurer's most recent annual statement
and quarterly statement filed with the Department of Insurance pursuant to Article 10
(commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within
10 calendar days of the insurer's receipt of a request to submit the statements.
Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII
2) Are admitted and authorized to transact the business of insurance in the State of California
by the Insurance Commissioner.
Auto policies offered to meet the specification of this contract must:
1) Meet the conditions stated above for all insurance companies.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether
owned, non-owned or hired, and whether scheduled or non-scheduled.
Workers' compensation insurance required under this contract must be offered by a company
meeting the above standards with the exception that the Best's rating condition is waived. The
City does accept policies issued by the State Compensation Fund meeting the requirement for
workers' compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
Revised 6/12/18 Contract No. 6001-22E Page 12 of 148
February 8, 2023
The award of the contract by the City Council is contingent upon the Contractor submitting the
required bonds and insurance, as described in the contract, within twenty days of bid opening. If
the Contractor fails to comply with these requirements, the City may award the contract to the
second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
BUSINESS LICENSE
The prime contractor and all subcontractors are required to have and maintain a valid City of
Carlsbad Business License for the duration of the contract.
Approved by the City Council of the City of Carlsbad, California, by Resolution No. XXXX, adopted
on the 7th day of February 2023.
Date Graham Jordan, Deputy Clerk
-
Revised 6/12/18 Contract No. 6001-22E Page 13 of 148
CITY OF CARLSBAD
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
CONTRACTOR'S PROPOSAL
City Council
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, read the Notice
Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and
addenda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation,
and services required to do all the work to complete Contract No. 6001-22E in accordance with
the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and
that he/she will take in full payment therefore the following unit prices for each item complete, to
wit:
SCHEDULE “A” 2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
(Not in Caltrans Right-of-Way)
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
A-1 Mobilization at 1 LS $50,000
(Price in Words)
A-2 Public Notification of Work at 1 LS $_________
(Price in Words)
A-3 Prepare Water Pollution Control
Program at 1 LS $_________
(Price in Words)
A-4 Temporary Drainage Inlet Protection at 1 LS $_________
(Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 14 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
A-5 Prepare Traffic Control and Detour
Plans at 1 LS $_________
(Price in Words)
A-6 Traffic Control Plan Implementation at 1 LS $_________
(Price in Words)
A-7 Street Sweeping and Dust Control at 1 LS $_________
(Price in Words)
A-8 Clearing & Grubbing, Weed Killing, and
Tree Trimming at 1 LS $_________
(Price in Words)
A-9 Survey Monument Field Survey, Set
Reference Ties, Pre-Construction
Corner Record at)
1 LS $_________
(Price in Words)
A-10 Tie Out and Re-establish Survey
Monuments, Post-Construction Corner
Record at
28 EA $_________ $_________
(Unit Price in Words)
A-11 Remove Existing Thermoplastic at 1 LS $_________
(Price in Words)
A-12 Cold Mill 2" AC and Dispose Grindings -
For Patching Only at 44,953 SF $_________ $_________
(Unit Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 15 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
A-13 Cold Mill 3" AC and Dispose Grindings
at 729,880 SF $_________ $_________
(Unit Price in Words)
A-14 Construct 2" Type III-C3-PG 64-10-R0
AC (WMA Additive Optional) - For
Patching Only (at 2” cold mill and
removal locations) at
56 TON $_________ $_________
(Unit Price in Words)
A-15 Construct 3" Type III-C2-PG 64-28PM-
R15 AC (WMA Additive Optional) (at 3”
cold mill and removal locations) at
13,685 TON $_________ $_________
(Unit Price in Words)
A-16 Crack Seal streets with hot applied crack
sealant, crack sealant shall be Elastoflex
670 (Polyskin). DETACK detackifer shall
be used on all crack seal immediately
following application, at
770 BOXES $_________ $_________
(Unit Price in Words)
A-17 Rout cracks (using Crafco Model 30 or
approved equal) as directed by City
inspector at
12,738 LF $_________ $_________
(Unit Price in Words)
A-18 Protect Utility Covers, MH, and vaults in
place at 1 LS $_________
(Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 16 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
A-19 Slurry Seal, Type I-PMCQS-1h-EAS
w/2.5% Polymer by Weight of Residual
Asphalt (in bike lanes and buffers) at
809 ELT $_________ $_________
(Unit Price in Words)
A-20 Slurry Seal, Type II-PMCQS-1h-EAS
w/2.5% Polymer by Weight of Residual
Asphalt (in travel lanes and turn pockets)
at
2,156 ELT $_________ $_________
(Unit Price in Words)
A-21 Install Dual Curb Ramps; Caltrans Std.
Plan A88A, Detail A at 1 EA $_________ $_________
(Unit Price in Words)
A-22 Install Curb Ramp; Caltrans Std. Plan
A88A, Detail B at) 7 EA $_________ $_________
(Unit Price in Words)
A-23 Install Curb Ramp; Caltrans Std. Plan
A88A, Case C at 1 EA $_________ $_________
(Unit Price in Words)
A-24 Temporary pavement markers at 1 LS $_________
(Price in Words)
A-25 Striping, Thermo, and RPMs per Plans
and Caltrans Details at 1 LS $_________
(Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 17 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
A-26 Install Blue fire hydrant reflective
pavement markers at 65 EA $_________ $_________
(Unit Price in Words)
A-27 Replace water valve and survey
monument boxes and adjust to grade at 15 EA $_________ $_________
(Unit Price in Words)
A-28 Adjust manholes to grade at 10 EA $_________ $_________
(Unit Price in Words)
A-29 Replace Traffic Signal Detector Loop,
Type D at 1 EA $_________ $_________
(Unit Price in Words)
A-30 Replace Traffic Signal Detector Loop,
Type E at 4 EA $_________ $_________
(Unit Price in Words)
A-31 Replace Induction Loop System and
Install Video/ Radar Detection System
(La Costa Ave./ Saxony Dr. Intersection)
at
1 LS $_________
(Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 18 of 148
SCHEDULE “B” 2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
(Within Caltrans Right-of-Way)
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
B-1 Prepare Water Pollution Control Program
at 1 LS $_________
(Price in Words)
B-2 Temporary Drainage Inlet Protection at 1 LS $_________
(Price in Words)
B-3 Prepare Traffic Control and Detour Plans
at 1 LS $_________
(Price in Words)
B-4 Traffic Control Plan Implementation at 1 LS $_________
(Price in Words)
B-5 Street Sweeping and Dust Control at 1 LS $_________
(Price in Words)
B-6 Clearing & Grubbing, Weed Killing, and
Tree Trimming at 1 LS $_________
(Price in Words)
B-7 Survey Monument Field Survey, Set
Reference Ties, Pre-Construction Corner
Record at
1 LS $_________
(Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 19 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
B-8 Tie Out and Re-establish Survey
Monuments, Post-Construction Corner
Record at
1 EA $_________ $_________
(Unit Price in Words)
B-9 Remove Existing Thermoplastic at 1 LS $_________
(Price in Words)
B-10 Cold Mill 2" AC and Dispose Grindings -
For Patching Only at 5,670 SF $_________ $_________
(Unit Price in Words)
B-11 Cold Mill 3" AC and Dispose Grindings at 109,720 SF $_________ $_________
(Unit Price in Words)
B-12 Construct 2" Type III-C3-PG 64-10-R0
AC (WMA Additive Optional) - For
Patching Only (at 2” cold mill and removal
locations) at
7 TON $_________ $_________
(Unit Price in Words)
B-13 Construct 3" Type III-C2-PG 64-28PM-
R15 AC (WMA Additive Optional) (at 3”
cold mill and removal locations) at
2,057 TON $_________ $_________
(Unit Price in Words)
B-14 Crack Seal streets with hot applied crack
sealant, crack sealant shall be Elastoflex
670 (Polyskin). DETACK detackifer shall
be used on all crack seal immediately
following application, at
15 BOXES $_________ $_________
(Unit Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 20 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
B-15 Rout cracks (using Crafco Model 30 or
approved equal) as directed by City
inspector at
255 LF $_________ $_________
(Unit Price in Words)
B-16 Protect Utility Covers, MH, and vaults in
place at 1 LS $_________
(Price in Words)
B-17 Slurry Seal, Type I-PMCQS-1h-EAS
w/2.5% Polymer by Weight of Residual
Asphalt (in bike lanes and buffers) at
10 ELT $_________ $_________
(Unit Price in Words)
B-18 Slurry Seal, Type II-PMCQS-1h-EAS
w/2.5% Polymer by Weight of Residual
Asphalt (in travel lanes and turn pockets)
at
60 ELT $_________ $_________
(Unit Price in Words)
B-19 Temporary pavement markers at 1 LS $_________
(Price in Words)
B-20 Striping, Thermo, and RPMs per Plans
and Caltrans Details at 1 LS $_________
(Price in Words)
B-21 Replace Traffic Signal Detector Loop,
Type D at 34 EA $_________ $_________
(Unit Price in Words)
Revised 6/12/18 Contract No. 6001-22E Page 21 of 148
Item
No.
Description
Approximate
Quantity
and Unit
Unit Price
(Figures)
Total
Amount
(Figures)
B-22 Replace Traffic Signal Detector Loop,
Type E at 127 EA $_________ $_________
(Unit Price in Words)
The City of Carlsbad shall determine the low bid based on the sum of Schedules “A” and “B”. After
the low bid has been determined, the City may, at its sole discretion, award the Contract based
on the total of both schedules or on the total of Schedule “A” alone.
Price(s) given above are firm for 180 days after date of bid opening.
Addendum(a) No(s). ____________________ has/have been received and is/are included in this
proposal.
The Undersigned has carefully checked all of the above figures and understands that the City will
not be responsible for any error or omission on the part of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within twenty (20) days from the date of award of Contract by the
City Council of the City of Carlsbad, the City may administratively authorize award of the contract
to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number _________________________, classification ________________ which expires
on _______________________, and Department of Industrial Relations PWC registration
number ________________________ which expires on _______________________, and that
this statement is true and correct and has the legal effect of an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the
Business and Professions Code shall be considered nonresponsive and shall be rejected by the
City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be
invalidated by the failure of the bidder to be licensed in accordance with California law. However,
at the time the contract is awarded, the contractor shall be properly licensed.
The Undersigned bidder hereby represents as follows:
1. That no Council member, officer agent, or employee of the City of Carlsbad is personally
interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder;
that no representation, oral or in writing, of the City Council, its officers, agents, or
employees has inducted him/her to enter into this Contract, excepting only those
contained in this form of Contract and the papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a
bid for the same work, and is in all respects fair and without collusion or fraud.
Revised 6/12/18 Contract No. 6001-22E Page 22 of 148
Accompanying this proposal is ______________________________ (Cash, Certified Check,
Bond or Cashier's Check) for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires
every employer to be insured against liability for workers' compensation or to undertake self-
insurance in accordance with the provisions of that code and agrees to comply with such
provisions before commencing the performance of the work of this Contract and continue to
comply until the contract is complete.
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative
to the general prevailing rate of wages for each craft or type of worker needed to execute the
Contract and agrees to comply with its provisions.
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname) of proprietor
(3) Place of Business
(Street and Number)
City and State
(4) Zip Code Telephone No.
(5) E-Mail
IF A PARTNERSHIP, SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner)
(3) Place of Business
(Street and Number)
City and State
(4) Zip Code Telephone No.
(5) E-Mail
Revised 6/12/18 Contract No. 6001-22E Page 23 of 148
IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted
(2)
(Signature)
(Title)
Impress Corporate Seal here
(3) Incorporated under the laws of the State of
(4) Place of Business
(Street and Number)
City and State
(5) Zip Code Telephone No.
(6) E-Mail
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
List below names of president, vice president, secretary and assistant secretary, if a corporation;
if a partnership, list names of all general partners, and managing partners:
_____________________________________ ___________________________________
_____________________________________ ___________________________________
_____________________________________ ___________________________________
_____________________________________ ___________________________________
_____________________________________ ___________________________________
_____________________________________ ___________________________________
_____________________________________ ___________________________________
_____________________________________ ___________________________________
Revised 6/12/18 Contract No. 6001-22E Page 24 of 148
BID SECURITY FORM
(Check to Accompany Bid)
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
(NOTE: The following form shall be used if check accompanies bid.)
Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
CARLSBAD, in the sum of _______________________________________________________
___________________________________________________ dollars ($________________),
this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check
shall become the property of the City provided this proposal shall be accepted by the City through
action of its legally constituted contracting authorities and the undersigned shall fail to execute a
contract and furnish the required Performance, Warranty and Payment Bonds and proof of
insurance coverage within the stipulated time; otherwise, the check shall be returned to the
undersigned. The proceeds of this check shall also become the property of the City if the
undersigned shall withdraw his or her bid within the period of fifteen (15) days after the date set
for the opening thereof, unless otherwise required by law, and notwithstanding the award of the
contract to another bidder.
_______________________________________
_______________________________________
BIDDER
_________________
*Delete the inapplicable word.
(NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall
be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.)
Revised 6/12/18 Contract No. 6001-22E Page 25 of 148
BIDDER'S BOND TO ACCOMPANY PROPOSAL
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
KNOW ALL PERSONS BY THESE PRESENTS:
That we, ________________________________________________________, as Principal,
and _____________________________________________, as Surety are held and firmly
bound unto the City of Carlsbad, California, in an amount as follows: (must be at least ten percent
(10%) of the bid amount) ______________________________ for which payment, well and truly
made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly
and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the
above-bounden Principal for:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter into
and execute a Contract including required bonds and insurance policies within twenty (20) days
from the date of award of Contract by the City Council of the City of Carlsbad, being duly notified
of said award, then this obligation shall become null and void; otherwise, it shall be and remain in
full force and effect, and the amount specified herein shall be forfeited to the said City.
In the event Principal executed this bond as an individual, it is agreed that the death of Principal
shall not exonerate the Surety from its obligations under this bond.
SIGNED AND SEALED, this ____________ day of ___________________________, 20_____
________________________________(SEAL) _____________________________(SEAL)
(Principal) (Surety)
By: __________________________________ By: ________________________________
(Signature) (Signature)
__________________________________ ________________________________
(Print Name/Title) (Print Name/Title)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY – ATTACH ATTORNEY-IN-FACT
CERTIFICATE)
APPROVED AS TO FORM:
CINDIE K. MCMAHON
City Attorney
By: _________________________________
City Attorney
Revised 6/12/18 Contract No. 6001-22E Page 26 of 148
GUIDE FOR COMPLETING
THE “DESIGNATION OF SUBCONTRACTORS” FORM
REFERENCES Prior to preparation of the following “Subcontractor Disclosure Form” Bidders are
urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially,
“Bid”, “Bidder”, “Contract”, “Contractor”, “Contract Price”, “Contract Unit Price”, “Engineer”, “Own
Organization”, “Subcontractor”, and “Work”. Bidders are further urged to review sections 2-3
SUBCONTRACTS of the General Provisions.
CAUTIONS This form will be used by the Agency to determine the percentage of work that the
Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct
information may result in rejection of the bid as non-responsive. Any bid that proposes
performance of more than 50 percent of the work by subcontractors or otherwise to be performed
by forces other than the Bidder’s own organization will be rejected as non-responsive. Specialty
items of work that may be so designated by the Engineer on the “Contractor’s Proposal” are not
included in computing the percentage of work proposed to be performed by the Bidder.
INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every
subcontractor whom the Bidder proposes to perform work or labor or render service in or about
the work or improvement, and every subcontractor licensed as a contractor by the State of
California whom the Bidder proposes to specially fabricate and install any portion of the work or
improvement according to detailed drawings contained in the plans and specifications in excess
of one-half of one percent (0.5%) of the Bidder’s total bid or, in the case of bids or offers for the
construction of streets and highways, including bridges, in excess of one-half of one percent
(0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of
business of subcontractor(s) shall be set forth and included as an integral part of the bid offer.
The Designation of Subcontractors form must be submitted as a part of the Bidder’s sealed bid.
Failure to provide complete and correct information may result in rejection of the bid as non-
responsive.
Suppliers of materials from sources outside the limits of work are not subcontractors. The value
of materials and transport of materials from sources outside the limits of work, as shown on the
plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the
Bidder proposes as installer of said materials. The value of material incorporated in any
Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the
work that the Bidder proposes to be performed by the Subcontractor installing said item.
When a Subcontractor has a Carlsbad business license, the number must be entered on the
proper form. If the Subcontractor does not have a valid business license, enter “NONE” in the
appropriate space.
When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of
a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form.
The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder
proposes to perform no less than fifty percent (50%) of the work with its own forces.
Determination of the subcontract amounts for purposes of award of the contract shall be deter-
mined by the City Council in conformance with the provisions of the contract documents and the
various supplemental provisions. The decision of the City Council shall be final.
Revised 6/12/18 Contract No. 6001-22E Page 27 of 148
Contractor is prohibited from performing any work on this project with a subcontractor who is
ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or
1777.7.
Bidders shall make any additional copies of the disclosure forms as may be necessary to provide
the required information. The page number and total number of additional form pages shall be
entered in the location provided on each type of form so duplicated.
Revised 6/12/18 Contract No. 6001-22E Page 28 of 148
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
(To Accompany Proposal)
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing
this bid for the Work and that the listed subcontractors will be used to perform the portions of the
Work as designated in this list in accordance with applicable provisions of the specifications and
section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices
Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any
portion of the Work in excess of one-half of one percent (0.5%) of the Bidder’s total bid, or in the
case of bids or offers for construction of streets and highways, including bridges, in excess of
one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that
no changes in the subcontractors listed work will be made except upon the prior approval of the
Agency.
SUBCONTRACTOR’S BID ITEMS
Portion
of Work
Subcontractor Name
and
Location of Business
Phone No.
and Email
Address
DIR
Registration
No.
Subcontractor’s
License No. and
Classification
Amount of
Work by
Subcontract
or in Dollars*
Page _____ of _____ pages of this Subcontractor Designation form
_________________
* Pursuant to section 4104 (a)(3)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be
submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the “Notice Inviting Bids.”
Revised 6/12/18 Contract No. 6001-22E Page 29 of 148
BIDDER'S STATEMENT OF
TECHNICAL ABILITY AND EXPERIENCE
(To Accompany Proposal)
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
The Bidder is required to state what work of a similar character to that included in the proposed
Contract he/she has successfully performed and give references, with telephone numbers, which
will enable the City to judge his/her responsibility, experience and skill. An attachment can be
used.
Date
Contract
Completed
Name and Address
of the Employer
Name and Phone
No. of Person to
Contract
Type of Work
Amount
of
Contract
Revised 6/12/18 Contract No. 6001-22E Page 30 of 148
BIDDER’S CERTIFICATE OF INSURANCE FOR
GENERAL LIABILITY, EMPLOYERS’ LIABILITY,
AUTOMOTIVE
LIABILITY AND WORKERS’ COMPENSATION
(To Accompany Proposal)
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
As a required part of the Bidder’s proposal the Bidder must attach either of the following to this
page.
1) Certificates of insurance showing conformance with the requirements herein for each of:
Comprehensive General Liability
Automobile Liability
Workers Compensation
Employer’s Liability
2) Statement with an insurance carrier’s notarized signature stating that the carrier can, and
upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of
insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation
and Employer’s Liability in conformance with the requirements herein and Certificates of
insurance to the Agency showing conformance with the requirements herein.
All certificates of insurance and statements of willingness to issue insurance for auto policies
offered to meet the specification of this contract must:
1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this
project for each insurance company that the Contractor proposes.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether
owned, non-owned or hired, and whether scheduled or non-scheduled.
□
□
□
□
Revised 6/12/18 Contract No. 6001-22E Page 31 of 148
BIDDER'S STATEMENT RE DEBARMENT
(To Accompany Proposal)
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by
another jurisdiction in the State of California?
______ ______
yes no
2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of
debarment(s)? Attach additional copies of this page to accommodate more than two
debarments.
party debarred
agency
period of debarment
party debarred
agency
period of debarment
s
BY CONTRACTOR:
(name of Contractor)
By:
(sign here)
(print name/title)
Page _____ of _____ pages of this Re Debarment form
Revised 6/12/18 Contract No. 6001-22E Page 32 of 148
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
Contractors are required by law to be licensed and regulated by the Contractors’ State License
Board which has jurisdiction to investigate complaints against contractors if a complaint regarding
a patent act or omission is filed within four years of the date of the alleged violation. A complaint
regarding a latent act or omission pertaining to structural defects must be filed within 10 years of
the date of the alleged violation. Any questions concerning a contractor may be referred to the
Registrar, Contractors’ State License board, P.O. Box 26000, Sacramento, California 95826.
1) Have you ever had your contractor’s license suspended or revoked by the California
Contractors’ State license Board two or more times within an eight year period?
______ ______
yes no
2) Has the suspension or revocation of your contractor’s license ever been stayed?
______ ______
yes no
3) Have any subcontractors that you propose to perform any portion of the Work ever had their
contractor’s license suspended or revoked by the California Contractors’ State License Board
two or more times within an eight-year period?
______ ______
yes no
4) Has the suspension or revocation of the license of any subcontractor’s that you propose to
perform any portion of the Work ever been stayed?
______ ______
yes no
5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party
disciplined, the date of and violation that the disciplinary action pertains to, describe the nature
of the violation and the disciplinary action taken therefore.
(If needed attach additional sheets to provide full disclosure.)
Page _____ of _____ pages of this Disclosure of Discipline form
Revised 6/12/18 Contract No. 6001-22E Page 33 of 148
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
2022 RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party
who’s discipline was stayed, the date of the violation that the disciplinary action pertains to,
describe the nature of the violation and the condition (if any) upon which the disciplinary action
was stayed.
(If needed attach additional sheets to provide full disclosure.)
BY CONTRACTOR:
(name of Contractor)
By:
(sign here)
(print name/title)
Page _____ of _____ pages of this Disclosure of Discipline form
Revised 6/12/18 Contract No. 6001-22E Page 34 of 148
NONCOLLUSION DECLARATION TO BE EXECUTED BY
BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
The undersigned declares:
I am the ____________ of ______________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The bid is genuine and not collusive or sham.
The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or
sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with
any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in
any manner, directly or indirectly, sought by agreement, communication, or conference with
anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost
element of the bid price, or of that of any other bidder. All statements contained in the bid are true.
The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,
or the contents thereof, or divulged information or data relative thereto, to any corporation,
partnership, company, association, organization, bid depository, or to any member or agent
thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or
entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint
venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on behalf
of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is
true and correct and that this declaration is executed on ___________________________,
20____ at _________ [city], ________ [state].
________________________________________________
Signature of Bidder
Revised 6/12/18 Contract No. 6001-22E Page 35 of 148
CONTRACT
PUBLIC WORKS
This agreement is made this ____________ day of ________________________________,
2022, by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called
"City"), and ___________________ whose principal place of business is ___________________
(hereinafter called "Contractor").
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all work specified in the Contract documents
for:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
(hereinafter called "project")
2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools,
equipment, and personnel to perform the work specified by the Contract Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting
Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of
Subcontractors, Technical Ability and Experience, Bidder’s Statement Re Debarment, Escrow
Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s)
to said Plans and Specifications and General Provisions, and all proper amendments and
changes made thereto in accordance with this Contract or the Plans and Specifications, and all
bonds for the project; all of which are incorporated herein by this reference.
Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as
indicated, specified, and implied by the Contract Documents. Any items of work not indicated or
specified, but which are essential to the completion of the work, shall be provided at the
Contractor's expense to fulfill the intent of said documents. In all instances through the life of the
Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's
decision relative to said intent will be final and binding. Failure of the Contractor to apprise
subcontractors and materials suppliers of this condition of the Contract will not relieve
responsibility of compliance.
4. Payment. For all compensation for Contractor's performance of work under this Contract,
City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions
section of this contract. The Engineer will close the estimate of work completed for progress
payments on the last working day of each month. The City shall withhold retention as required by
Public Contract Code Section 9203.
5. Independent Investigation. Contractor has made an independent investigation of the
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of
the work and is aware of those conditions. The Contract price includes payment for all work that
may be done by Contractor, whether anticipated or not, in order to overcome underground
Revised 6/12/18 Contract No. 6001-22E Page 36 of 148
conditions. Any information that may have been furnished to Contractor by City about
underground conditions or other job conditions is for Contractor's convenience only, and City does
not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions,
including underground conditions and has not relied on information furnished by City.
6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging
trenches or other excavations that extend deeper than four feet below the surface Contractor shall
promptly, and before the following conditions are disturbed, notify City, in writing, of any:
A. Hazardous Waste. Material that Contractor believes may be material that is hazardous
waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed
to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual
nature, different materially from those ordinarily encountered and generally recognized as
inherent in work of the character provided for in the contract.
City shall promptly investigate the conditions, and if it finds that the conditions do materially so
differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of,
or the time required for, performance of any part of the work shall issue a change order under the
procedures described in this contract.
In the event that a dispute arises between City and Contractor whether the conditions materially
differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or
time required for, performance of any part of the work, contractor shall not be excused from any
scheduled completion date provided for by the contract but shall proceed with all work to be
performed under the contract. Contractor shall retain any and all rights provided either by contract
or by law which pertain to the resolution of disputes and protests between the contracting parties.
7. Immigration Reform and Control Act. Contractor certifies it is aware of the
requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525)
and has complied and will comply with these requirements, including, but not limited to, verifying
the eligibility for employment of all agents, employees, subcontractors, and consultants that are
included in this Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of per diem wages in accordance
with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage
rates is on file in the office of the City Engineer and is incorporated by reference herein. Pursuant
to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall
post copies of all applicable prevailing wages on the job site. Contractor shall comply with
California Labor Code, section 1776, which generally requires keeping accurate payroll records,
verifying and certifying payroll records, and making them available for inspection. Contractor shall
require all subcontractors to comply with Section 1776.
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense,
and indemnify and hold harmless the City, and its officers and employees, from all claims, loss,
Revised 6/12/18 Contract No. 6001-22E Page 37 of 148
damage, injury and liability of every kind, nature and description, directly or indirectly arising from
or in connection with the performance of the Contract or work; or from any failure or alleged failure
of Contractor to comply with any applicable law, rules or regulations including those relating to
safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the
same may be caused, resulting directly or indirectly from the nature of the work covered by the
Contract, except for loss or damage caused by the sole or active negligence or willful misconduct
of the City. The expenses of defense include all costs and expenses including attorneys' fees for
litigation, arbitration, or other dispute resolution method.
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, and Contractor will pay all costs, including defense costs for the City.
Defense costs include the cost of separate counsel for City, if City requests separate counsel.
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation
by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including
defense costs for the City. Defense costs include the cost of separate counsel for City, if City
requests separate counsel.
10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damage to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his or her agents, representatives,
employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated
in City Council Policy # 70.
(A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits
indicted herein:
a. Commercial General Liability (CGL) Insurance: Insurance written on an “occurrence”
basis, including products-completed operations, personal & advertising injury, with limits no less
than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate
limit shall apply separately to this project/location or the general aggregate limit shall be twice the
required occurrence limit.
b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident
for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in
the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and
whether scheduled or non-scheduled.
c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation
limits as required by the Labor Code of the State of California and Employers’ Liability limits of
$1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance
Fund is acceptable to the City.
(B) Additional Provisions: Contractor shall ensure that the policies of insurance required under
this agreement with the exception of Workers’ Compensation and Business Automobile Liability
Insurance contain, or are endorsed to contain, the following provisions.
a. The City, its officials, employees and volunteers are to be covered as additional insured as
respects: liability arising out of activities performed by or on behalf of the Contractor; products
and completed operations of the contractor; premises owned, leased, hired or borrowed by the
Revised 6/12/18 Contract No. 6001-22E Page 38 of 148
contractor. The coverage shall contain no special limitations on the scope of protection afforded
to the City, its officials, employees or volunteers. All additional insured endorsements must be
evidenced using separate documents attached to the certificate of insurance; one for each
company affording general liability, and employers’ liability coverage.
b. The Contractor's insurance coverage shall be primary insurance as respects the City, its
officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its
officials, employees or volunteers shall be in excess of the contractor's insurance and shall not
contribute with it.
c. Any failure to comply with reporting provisions of the policies shall not affect coverage
provided to the City, its officials, employees or volunteers.
d. Coverage shall state that the contractor's insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to the limits of the insurer's
liability.
(C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed
to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in
coverage or limits except after ten (10) days' prior written notice has been sent to the City by
certified mail, return receipt requested.
(D) Deductibles and Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured
retention levels must be declared to and approved by the City. At the option of the City, either:
the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects
the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment
of losses and related investigation, claim administration and defense expenses.
(E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain
a waiver of all rights of subrogation the insurer may have or may acquire against the City or any
of its officials or employees.
(F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or
shall furnish separate certificates and endorsements for each subcontractor. Coverages for
subcontractors shall be subject to all of the requirements stated herein.
(G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's
Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of
insurance by the State of California Insurance Commissioner as admitted carriers as evidenced
by a listing in the official publication of the Department of Insurance of the State of California
and/or under the standards specified by City Council Policy # 70.
(H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and
original endorsements affecting coverage required by this clause. The certificates and
endorsements for each insurance policy are to be signed by a person authorized by that insurer
to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by
the City and are to be received and approved by the City before the Contract is executed by the
City.
(I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included
in the Contractor's bid.
Revised 6/12/18 Contract No. 6001-22E Page 39 of 148
11. Claims and Lawsuits. All claims by Contractor shall be resolved in accordance with Public
Contract Code section 9204, which is incorporated by reference. A copy of Section 9204 is
included in Section 3 of the General Provisions. In addition, all claims by Contractor for $375,000
or less shall be resolved in accordance with the provisions in the Public Contract Code, Division
2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by
reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. In the event of
a conflict between Section 9204 and Article 1.5, Section 9204 shall apply. Notwithstanding the
provisions of this section of the contract, all claims shall comply with the Government Tort Claim
Act (section 900 et seq., of the California Government Code) for any claim or cause of action for
money or damages prior to filing any lawsuit for breach of this agreement.
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in
anticipation of litigation or in conjunction with litigation.
(B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may
be considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections
12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits
a false claim to a public entity. These provisions include false claims made with deliberate
ignorance of the false information or in reckless disregard of the truth or falsity of the information.
(D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False
Claims Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim
may subject the Contractor to an administrative debarment proceeding wherein the Contractor
may be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025,
3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor
from participating in future contract bidding.
(H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction
for resolution of any disputes between the parties arising out of this agreement is San Diego
County, California.
I have read and understand all provisions of Section 11 above. ________ init ________ init
12. Maintenance of Records. Contractor shall maintain and make available at no cost to the
City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1,
Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's
principal place of business as specified above, Contractor shall so inform the City by certified
letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of
any change of address of such records.
Revised 6/12/18 Contract No. 6001-22E Page 40 of 148
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section
1720 of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier's check, or certified check may be
substituted for any monies withheld by the City to secure performance of this contract for any
obligation established by this contract. Any other security that is mutually agreed to by the
Contractor and the City may be substituted for monies withheld to ensure performance under this
Contract.
15. Unfair Business Practices. In entering into a public works contract or a subcontract to
supply goods, services, or materials pursuant to a public works contract, the contractor or
subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and
to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under
the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the
Business and Professions Code), arising from purchases of goods, services, or materials
pursuant to the public works contract or the subcontract. This assignment shall be made and
become effective at the time the awarding body tenders final payment to the contractor, without
further acknowledgment by the parties.
16. Provisions Required by Law Deemed Inserted. Each and every provision of law and
clause required by law to be inserted in this Contract shall be deemed to be inserted herein and
included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not
correctly inserted, then upon application of either party, the Contract shall forthwith be physically
amended to make such insertion or correction.
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Revised 6/12/18 Contract No. 6001-22E Page 41 of 148
17. Additional Provisions. Any additional provisions of this agreement are set forth in the
"General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof.
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED
(CORPORATE SEAL)
CONTRACTOR:
(name of Contractor)
By:
(sign here)
(print name and title)
By:
(sign here)
(print name and title)
CITY OF CARLSBAD a municipal corporation
of the State of California
By:
Keith Blackburn, Mayor
ATTEST:
Sherry Freisinger, City Clerk
President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
CINDIE K. MCMAHON
City Attorney
By:
City Attorney
Revised 6/12/18 Contract No. 6001-22E Page 42 of 148
LABOR AND MATESRIALS BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, has awarded to
_______________________, (hereinafter designated as the "Principal"), a Contract for:
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract
Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail
to pay for any materials, provisions, provender or other supplies or teams used in, upon or about
the performance of the work agreed to be done, or for any work or labor done thereon of any kind,
the Surety on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE, _____________________ as Principal, (hereinafter designated as the
"Contractor"), and _______________________________________________________ as
Surety, are held firmly bound unto the City of Carlsbad in the sum __________________, said
sum being an amount equal to: One hundred percent (100%) of the total amount payable under
the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made
we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her
subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in,
upon, for, or about the performance of the work contracted to be done, or for any other work or
labor thereon of any kind, consistent with California Civil Code section 9100, or for amounts due
under the Unemployment Insurance Code with respect to the work or labor performed under this
Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment
Development Department from the wages of employees of the contractor and subcontractors
pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and
labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond,
reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section
9554.
This bond shall inure to the benefit of any of the persons named in California Civil Code section
9100, so as to give a right of action to those persons or their assigns in any suit brought upon the
bond.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms
of the Contract, or to the work to be performed hereunder or the specifications accompanying the
same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the
specifications.
Revised 6/12/18 Contract No. 6001-22E Page 43 of 148
In the event that Contractor is an individual, it is agreed that the death of any such Contractor
shall not exonerate the Surety from its obligations under this bond.
SIGNED AND SEALED, this ______________ day of __________________________, 20____
_______________________________(SEAL) _____________________________(SEAL)
(Principal) (Surety)
By: _________________________________ By: ________________________________
(Signature) (Signature)
__________________________________ ________________________________
(Print Name & Title) (Print Name & Title)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY – ATTACH ATTORNEY-IN-FACT CERTIFICATE)
APPROVED AS TO FORM:
CINDIE K. MCMAHON
City Attorney
By: ________________________________
City Attorney
Revised 6/12/18 Contract No. 6001-22E Page 44 of 148
FAITHFUL PERFORMANCE/WARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, has awarded to
_______________________, (hereinafter designated as the "Principal"), a Contract for:
2022 RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22BIKE
in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and
other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of
which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond for the faithful performance and warranty of said Contract;
NOW, THEREFORE, WE, _____________________ as Principal, (hereinafter designated as the
"Contractor"), and _______________________________________________________ as
Surety, are held firmly bound unto the City of Carlsbad in the sum __________________, said
sum being an amount equal to: One hundred percent (100%) of the total amount payable under
the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made
we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their
heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by,
and well and truly keep and perform the covenants, conditions, and agreements in the Contract
and any alteration thereof made as therein provided on their part, to be kept and performed at the
time and in the manner therein specified, and in all respects according to their true intent and
meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and
agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall
remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefore,
there shall be included costs and reasonable expenses and fees, including reasonable attorney's
fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and
included in any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms
of the Contract, or to the work to be performed there under or the specifications accompanying
the same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the
specifications.
Revised 6/12/18 Contract No. 6001-22E Page 45 of 148
In the event that Contractor is an individual, it is agreed that the death of any such Contractor
shall not exonerate the Surety from its obligations under this bond.
SIGNED AND SEALED, this ______________ day of __________________________, 20____
_______________________________(SEAL) _____________________________(SEAL)
(Principal) (Surety)
By: _________________________________ By: ________________________________
(Signature) (Signature)
__________________________________ ________________________________
(Print Name & Title) (Print Name & Title)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY – ATTACH ATTORNEY-IN-FACT CERTIFICATE)
APPROVED AS TO FORM:
CINDIE K. MCMAHON
City Attorney
By: ________________________________
City Attorney
Revised 6/12/18 Contract No. 6001-22E Page 46 of 148
OPTIONAL ESCROW AGREEMENT FOR
SECURITY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad whose
address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and
________________________________________________________________whose address
is __________________________________________________________________hereinafter
called "Contractor" and ___________________________________________________ whose
address is ___________________________________________________________ hereinafter
called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as
follows:
1. Pursuant to section 22300 of the Public Contract Code of the State of California, the
Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention
earnings required to be withheld by the City pursuant to the Construction Contract entered into
between the City and Contractor for
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING
CONTRACT NO. 6001-22E
in the amount of ___________________________ dated ______________ (hereinafter referred
to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make
payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits
the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within
10 days of the deposit. The market value of the securities at the time of the substitution shall be
a least equal to the cash amount then required to be withheld as retention under the terms of the
contract between the City and Contractor. Securities shall be held in the name of the City and
shall designate the Contractor as the beneficial owner.
2. The City shall make progress payments to the Contractor for such funds which otherwise
would be withheld from progress payments pursuant to the Contract provisions, provided that the
Escrow Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the Escrow Agent, the
Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow
created under this contract is terminated. The Contractor may direct the investment of the
payments into securities. All terms and conditions of this agreement and the rights and
responsibilities of the parties shall be equally applicable and binding when the City pays the
Escrow Agent directly.
4. The Contractor shall be responsible for paying all fees for the expenses incurred by the
Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses
and payment terms shall be determined by the City, Contractor and Escrow Agent.
5. The interest earned on the securities or the money market accounts held in escrow and
all interest earned on that interest shall be for the sole account of Contractor and shall be subject
to withdrawal by Contractor at any time and from time to time without notice to the City.
Revised 6/12/18 Contract No. 6001-22E Page 47 of 148
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow
Account only by written notice to Escrow Agent accompanied by written authorization from City
to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn
by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the
Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the
Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as
instructed by the City.
8. Upon receipt of written notification from the City certifying that the Contract is final and
complete and that the Contractor has complied with all requirements and procedures applicable
to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit
less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately
upon disbursement of all moneys and securities on deposit and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the Contractor
pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold
Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the
securities and interest as set forth above.
10. The names of the persons who are authorized to give written notices or to receive written
notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and
exemplars of their respective signatures are as follows:
For City:
Title FINANCE DIRECTOR
Name
Signature
Address 1635 Faraday Avenue, Carlsbad, CA 92008
For Contractor:
Title
Name
Signature
Address
For Escrow Agent:
Title
Name
Signature
Address
Revised 6/12/18 Contract No. 6001-22E Page 48 of 148
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow
Agent a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on
the date first set forth above.
For City:
Title MAYOR
Name
Signature
Address 1200 Carlsbad Village Drive, Carlsbad, CA
92008
For Contractor:
Title
Name
Signature
Address
For Escrow Agent:
Title
Name
Signature
Address
Revised 6/15/17 Contract No. 6001-22E Page 49 of 148
GENERAL PROVISIONS FOR
2022 EAST-WEST CORRIDOR RESURFACING AND
RESTRIPING
CONTRACT NO. 6001-22E
CITY OF CARLSBAD
BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1,
GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION
SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS,
AND SYMBOLS
1-1 TERMS – Unless otherwise stated, the words directed, required, permitted, ordered,
instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or
words of like meaning, refer to actions, expressions, and prerogatives of the Engineer.
1-1.1 Reference to Drawings. Where words "shown”, "indicated”, "detailed”, "noted”,
"scheduled”, or words of similar import are used, it shall be understood that reference is made to
the plans accompanying these provisions, unless stated otherwise.
1-1.2 Directions. Where words "directed”, "designated”, "selected”, or words of similar import
are used, it shall be understood that the direction, designation or selection of the Engineer is
intended, unless stated otherwise. The word "required” and words of similar import shall be
understood to mean "as required to properly complete the work as required and as approved by
the Engineer," unless stated otherwise.
1-1.3 Equals and Approvals. Where the words "equal”, "approved equal”, "equivalent”, and
such words of similar import are used, it shall be understood such words are followed by the
expression "in the opinion of the Engineer”, unless otherwise stated. Where the words "approved”,
"approval”, "acceptance”, or words of similar import are used, it shall be understood that the
approval, acceptance, or similar import of the Engineer is intended.
1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its
expense, shall perform all operations, labor, tools and equipment, and further, including the
furnishing and installing of materials that are indicated, specified or required to mean that the
Contractor, at its expense, shall furnish and install the work, complete in place and ready to use,
including furnishing of necessary labor, materials, tools, equipment, and transportation.
1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by
the definitions assigned to them herein.
Addendum – Written or graphic instrument issued prior to the opening of Bids which clarifies,
corrects, or changes the bidding or Contract Documents. The term Addendum shall include
bulletins and all other types of written notices issued to potential bidders prior to opening of Bids.
Revised 6/15/17 Contract No. 6001-22E Page 50 of 148
Agency – The City of Carlsbad, California.
Agreement – See Contract.
Assessment Act Contract – A Contract financed by special assessments authorized under a
State Act or procedural ordinance of a City or County.
Base – A layer of specified material of planned thickness placed immediately below the pavement
or surfacing.
Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices
for the Work.
Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid
for the Work, acting directly or through a duly authorized representative.
Board – The officer or body constituting the awarding authority of the Agency, which is the City
Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District.
Bond – Bid, performance, and payment bond or other instrument of security.
City Council – the City Council of the City of Carlsbad.
City Manager – the City Manager of the City of Carlsbad or his/her approved representative.
Cash Contract – A Contract financed by means other than special assessments.
Change Order – A written order to the Contractor signed by the Agency directing an addition,
deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued
after the effective date of the Contract. A Change Order may or may not also be signed by the
Contractor.
Code – The terms Government Code, Labor Code, etc., refer to codes of the State of California.
Construction Manager– the Project Inspector’s immediate supervisor and first level of appeal
for informal dispute resolution.
Contract – The written agreement between the Agency and the Contractor covering the Work.
Contract Documents – Including but not limited to; the Contract, any Addendum (which pertain
to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including
documentation accompanying the Bid and any post-bid documentation submitted prior to the
Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions,
permits from other agencies, the Technical Specifications, the Supplemental Provisions, the
Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications
issued after the execution of the Contract.
Contractor – The individual, partnership, corporation, joint venture, or other legal entity having a
Contract with the Agency to perform the Work. In the case of work being done under permit issued
Revised 6/15/17 Contract No. 6001-22E Page 51 of 148
by the Agency, the permittee shall be constructed to be the Contractor. The term “prime
contractor” shall mean Contractor.
Contract Price – The total amount of money for which the Contract is awarded.
Contract Unit Price – The amount stated in the Bid for a single unit of an item of work.
County Sealer – The Sealer of Weights and Measures of the county in which the Contract is let.
Days – Days shall mean consecutive calendar’s days unless otherwise specified.
Deputy City Engineer, Construction Management & Inspection – The Construction Manager’s
immediate supervisor and second level of appeal for informal dispute resolution.
Dispute Board – Persons designated by the City Manager of the City of Carlsbad or Executive
Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims
submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager
for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution.
Electrolier – Street light assembly complete, including foundation, standard, luminaire arm,
luminaire, etc.
Engineer – The City Engineer of the City of Carlsbad or his/her approved representative. The
Engineer is the third level of appeal for informal dispute resolution.
Geotextile – Synthetic fiber used in civil engineering applications, serving the primary functions
of separation and filtration.
House Connection Sewer – A sewer, within a public street or right-of-way, proposed to connect
any parcel, lot, or part of a lot with a mainline sewer.
House Sewer – A sewer, wholly within private property, proposed to connect any building to a
house connection sewer.
Luminaire – The lamp housing including the optical and socket assemblies (and ballast if so
specified).
Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard,
supports the luminaire.
Minor Bid Item – A single contract item constituting less than 10 percent (10%) of the original
Contract Price bid.
Modification – Includes Change Orders and Supplemental Agreements. A Modification may only
be used after the effective date of the Contract.
Notice of Award – The written notice by the Agency to the successful Bidder stating that upon
compliance by it with the required conditions, the Agency will execute the Contract.
Notice to Proceed – A written notice given by the Agency to the Contractor fixing the date on
which the Contract time will start.
Revised 6/15/17 Contract No. 6001-22E Page 52 of 148
Own Organization - When used in Section 2-3.1 – Employees of the Contractor who are hired,
directed, supervised and paid by the Contractor to accomplish the completion of the Work.
Further, such employees have their employment taxes, State disability insurance payments, State
and Federal income taxes paid and administered, as applicable, by the Contractor. When used
in Section 2-3.1 “own organization” means construction equipment that the Contractor owns or
leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment
with an operator is not part of the Contractor's Own Organization and will not be included for the
purpose of compliance with Section 2-3.1.
Person – Any individual, firm, association, partnership, corporation, trust, joint venture, or other
legal entity.
Plans – The drawings, profiles, cross sections, working drawings, and supplemental drawings, or
reproductions thereof, approved by the Engineer, which show the location, character, dimensions,
or details of the Work.
Private Contract – Work subject to Agency inspection, control, and approval, involving private
funds, not administered by the Agency.
Project Inspector – The Engineer’s designated representative for inspection, contract
administration and first level for informal dispute resolution.
Proposal – See Bid.
Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes,
and specifications of other agencies, engineering societies, or industrial associations referred to
in the Contract Documents. These refer to the latest edition, including amendments in effect and
published at the time of advertising the project or issuing the permit, unless specifically referred
to by edition, volume, or date.
Roadway – The portion of a street reserved for vehicular use.
Service Connection – Service connections are all or any portion of the conduit, cable, or duct,
including meter, between a utility distribution line and an individual consumer.
Sewer – Any conduit intended for the reception and transfer of sewage and fluid industrial waste.
Specifications – General Provisions, Standard Specifications, Technical Specifications,
Reference Specifications, Supplemental Provisions, and specifications in Supplemental
Agreements between the Contractor and the Board.
Standard – The shaft or pole used to support street lighting luminaire, traffic signal heads, mast
arms, etc.
Standard Plans – Details of standard structures, devices, or instructions referred to on the Plans
or in Specifications by title or number.
Standard Specifications – The Standard Specifications for Public Works Construction
(SSPWC), the “Greenbook”.
State – State of California.
Revised 6/15/17 Contract No. 6001-22E Page 53 of 148
Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm
water.
Street – Any road, highway, parkway, freeway, alley, walk, or way.
Subbase – A layer of specified material of planned thickness between a base and the subgrade.
Subcontractor – An individual, firm, or corporation having a direct contract with the Contractor
or with any other Subcontractor for the performance of a part of the Work.
Subgrade – For roadways, that portion of the roadbed on which pavement, surfacing, base,
subbase, or a layer of other material is placed. For structures, the soil prepared to support a
structure.
Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the
performance of obligations, and the exercise of rights, specifically imposed upon and granted to
the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision
by the Agency shall not mean active and direct superintendence of details of the Work.
Supplemental Agreement – A written amendment of the Contract Documents signed by both
parties.
Supplemental Provisions – Additions and revisions to the Standard Specifications setting forth
conditions and requirements peculiar to the work.
Surety – Any individual, firm, or corporation, bound with and for the Contractor for the acceptable
performance, execution, and completion of the Work, and for the satisfaction of all obligations
incurred.
Tonne – Also referred to as “metric ton”. Represents a unit of measure in the International System
of Units equal to 1,000 kilograms.
Utility – Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers,
or storm drains owned, operated, or maintained in or across a public right of way or private
easement.
Work – That which is proposed to be constructed or done under the Contract or permit, including
the furnishing of all labor, materials, equipment, and services.
1-3 ABBREVIATIONS.
1-3.1 General. The abbreviation herein, together with others in general use, are applicable to
these Standard Specifications and to project Plans or other Contract Documents.
All abbreviations and symbols used on Plans for structural steel construction shall conform to
those given by the “Manual of Steel Construction” published by the American Institute of Steel
Construction, Inc.
Revised 6/15/17 Contract No. 6001-22E Page 54 of 148
1-3.2 Common Usage
Abbreviation Word or Words
ABAN .............................................................Abandon
ABAND .......................................................Abandoned
ABS ........................ Acrylonitrile – butadiene – styrene
AC .................................................... Asphalt Concrete
ACP ........................................... Asbestos cement pipe
ACWS ..................... Asphalt concrete wearing surface
ALT ................................................................Alternate
APTS ................................. Apartment and Apartments
AMER STD ................................... American Standard
AWG ............... American Wire Gage (nonferrous wire)
BC .................................................. Beginning of curve
BCR ....................................... Beginning of curb return
BDRY ............................................................Boundary
BF ..................................................... Bottom of footing
BLDG ........................................ Building and Buildings
BM ............................................................. Bench mark
BVC .................................... Beginning of vertical curve
B/W ........................................................... Back of wall
C/C ..................................................... Center to center
CAB ...................................... Crushed aggregate base
CAL/OSHA ............ California Occupational Safety and
Health Administration
CalTrans ....... California Department of Transportation
CAP .................................... Corrugated aluminum pipe
CB ............................................................. Catch Basin
Cb ........................................................................ Curb
CBP ............................... Catch Basin Connection Pipe
CBR ....................................... California Bearing Ratio
CCR ............................ California Code of Regulations
CCTV ............................................... Closed Circuit TV
CES .......................... Carlsbad Engineering Standards
CF ................................................................ Curb face
CF ................................................................ Cubic foot
C&G .................................................... Curb and gutter
CFR ................................ Code of Federal Regulations
CFS ......................................... Cubic Feet per Second
CIP ......................................................... Cast iron pipe
CIPP ................................................ Cast-in place pipe
CL ............................................. Clearance, center line
CLF .................................................... Chain link fence
CMB ............................... Crushed miscellaneous base
CMC ......................................... Cement mortar-coated
CML ............................................ Cement mortar-lined
CMWD .................... Carlsbad Municipal Water District
CO .................................................... Cleanout (Sewer)
COL ..................................................................Column
COMM ....................................................... Commercial
CONC ........................................................... Concrete
CONN ........................................................ Connection
CONST .................................. Construct, Construction
COORD ...................................................... Coordinate
CSP ............................................ Corrugated steel pipe
CSD ............................... Carlsbad Standard Drawings
CTB ............................................ Cement treated base
CV ............................................................ Check valve
CY ............................................................... Cubic yard
D .............................................................. Load of pipe
dB ................................................................... Decibels
DBL .................................................................. Double
DF ............................................................... Douglas fir
DIA ................................................................ Diameter
DIP ..................................................... Ductile iron pipe
DL ................................................................Dead load
DR ...................................................... Dimension Ratio
DT .................................................................Drain Tile
DWG ............................................................... Drawing
DWY .............................................................. Driveway
DWY APPR ................................... Driveway approach
E ....................................................................... Electric
EA ........................................................................ Each
EC ............................................................ End of curve
ECR ................................................ End of curb return
EF ................................................................ Each face
EG ......................................................... Edge of gutter
EGL .................................................. Energy grade line
EI ................................................................... Elevation
ELC ..................................... Electrolier lighting conduit
ELT ........................................................ Extra long ton
ENGR ....................................... Engineer, Engineering
EP ................................................... Edge of pavement
ESMT ........................................................... Easement
ETB .......................................... Emulsion-treated base
EVC ............................................... End of vertical curb
EWA ............................... Encina Wastewater Authority
EXC ............................................................ Excavation
EXP JT ................................................. Expansion joint
EXST ............................................................... Existing
F .................................................................. Fahrenheit
F&C ................................................... Frame and cover
F&I .................................................. Furnish and install
FAB ............................................................... Fabricate
FAS ............................................... Flashing arrow sign
FD ............................................................... Floor drain
FDN ............................................................ Foundation
FED SPEC ................................. Federal Specification
FG ........................................................ Finished grade
FH ............................................................. Fire hydrant
FL ................................................................... Flow line
FS ...................................................... Finished surface
FT-LB .........................................................Foot-pound
FTG .................................................................. Footing
FW ............................................................ Face of wall
G ........................................................................... Gas
GA ..................................................................... Gauge
GAL ............................................... Gallon and Gallons
GALV ......................................................... Galvanized
GAR ........................................... Garage and Garages
GIP .............................................. Galvanized iron pipe
GL ........................................ Ground line or grade line
GM .............................................................. Gas meter
GNV ............................................... Ground Not Visible
GP ..................................................................Guy pole
GPM ................................................ gallons per minute
GR ...................................................................... Grade
GRTG ............................................................... Grating
GSP ........................................... Galvanized steel pipe
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H ............................................................ High or height
HB .................................................................. Hose bib
HC ................................................... House connection
HDWL ........................................................... Headwall
HGL .............................................. Hydraulic grade line
HORIZ .......................................................... Horizontal
HP ............................................................. Horsepower
HPG ................................................ High pressure gas
HPS ................................ High pressure sodium (Light)
HYDR ............................................................ Hydraulic
IE ......................................................... Invert Elevation
ID ........................................................ Inside diameter
INCL ...............................................................Including
INSP .............................................................Inspection
INV ...................................................................... Invert
IP .................................................................... Iron pipe
JC ..................................................... Junction chamber
JCT .................................................................Junction
JS ..................................................... Junction structure
JT ......................................................................... Joint
L ........................................................................ Length
LAB ............................................................. Laboratory
LAT ................................................................... Lateral
LB ...................................................................... Pound
LD ..................................................... Local depression
LF ................................................................ Linear foot
LH ............................................................... Lamp hole
LL ...................................................................Live load
LOL .............................................................Layout line
LONG ........................................................Longitudinal
LP ................................................................ Lamp post
LPS ................................. Low pressure sodium (Light)
LS ................................................................ Lump sum
LTS .................................................... Lime treated soil
LWD ............................... Leucadia Wastewater District
MAINT ..................................................... Maintenance
MAX ............................................................. Maximum
MCR ............................................ Middle of curb return
MEAS ............................................................. Measure
MH ................................... Manhole, maintenance hole
MIL SPEC .................................... Military specification
MISC ..................................................... Miscellaneous
MOD ................................................... Modified, modify
MON ............................................................ Monument
MSL .. Mean Sea Level (Reg. Standard Drawing M-12)
MTBM ......................... Microtunneling Boring Machine
MULT ...............................................................Multiple
MUTCD .....Manual on Uniform Traffic Control Devices
MVL ............................................... Mercury vapor light
NCTD .............................. North County Transit District
NRCP .............................. Nonreinforced concrete pipe
OBS ...............................................................Obsolete
OC ................................................................ On center
OD ..................................................... Outside diameter
OE .............................................................. Outer edge
OHE ................................................ Overhead Electric
OMWD ................. Olivenhain Municipal Water District
OPP ...............................................................Opposite
ORIG ................................................................Original
PB ................................................................... Pull box
PC .................................................... Point of curvature
PCC ....................... Portland cement concrete or point
of compound curvature
PCVC ....................... Point of compound vertical curve
PE ........................................................... Polyethylene
PI .................................................. Point of intersection
PL ............................................................. Property line
PMB ............................ Processed miscellaneous base
POC ...................................................... Point on curve
POT .................................................... Point on tangent
PP .............................................................. Power pole
PRC .......................................... Point of reverse curve
PRVC ............................ Point of reverse vertical curve
PSI ......................................... Pounds per square inch
PT .................................................... Point of tangency
PVC .................................................. Polyvinyl chloride
PVMT ........................................................... Pavement
PVT R/W ....................................... Private right-of-way
Q ........................ Rate of flow in cubic feet per second
QUAD ....................................... Quadrangle, Quadrant
R ....................................................................... Radius
R&O ......................................................... Rock and oil
R/W .......................................................... Right-of-way
RA ...................................................... Recycling agent
RAC ................................... Recycled asphalt concrete
RAP ................................ Reclaimed asphalt pavement
RBAC ............................. Rubberized asphalt concrete
RC ................................................ Reinforced concrete
RCB ...................................... Reinforced concrete box
RCE ...................................... Registered civil engineer
RCP ..................................... Reinforced concrete pipe
RCV ........................................... Remote control valve
REF ............................................................. Reference
REINF ..............................Reinforced or reinforcement
RES ...............................................................Reservoir
RGE ........................ Registered geotechnical engineer
ROW ....................................................... Right-of-Way
RR ...................................................................Railroad
RSE .............................. Registered structural engineer
RTE .................................... Registered traffic engineer
S .................................... Sewer or Slope, as applicable
SCCP ............................... Steel cylinder concrete pipe
SD ............................................................. Storm drain
SDNR .............................. San Diego Northern Railway
SDR ....... Standard thermoplastic pipe dimension ratio
(ratio of pipe O.D. to minimum wall thickness)
SDRSD ......... San Diego Regional Standard Drawings
SE ...................................................... Sand Equivalent
SEC .................................................................. Section
SF ............................................................. Square foot
SFM ................................................ Sewer Force Main
SI ....................... International System of Units (Metric)
SPEC ..................................................... Specifications
SPPWC .......................................... Standard Plans for
Public Works Construction
ST HWY ................................................ State highway
STA ................................................................... Station
STD ............................................................... Standard
STR ..................................................................Straight
STR GR ................................................ Straight grade
STRUC .......................................... Structural/Structure
SW .................................................................Sidewalk
SWD ...................................................... Sidewalk drain
SY ............................................................ Square yard
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T .................................................................. Telephone
TAN ................................................................. Tangent
TC .............................................................. Top of curb
TEL ............................................................. Telephone
TF ........................................................... Top of footing
TOPO ........................................................ Topography
TR ........................................................................ Tract
TRANS ......................................................... Transition
TS ......................... Traffic signal or transition structure
TSC ............................................. Traffic signal conduit
TSS ........................................... Traffic signal standard
TW ..............................................................Top of wall
TYP .................................................................. Typical
UE .............................................. Underground Electric
USA .................................... Underground Service Alert
VAR ..................................................... Varies, Variable
VB ................................................................ Valve box
VC .......................................................... Vertical curve
VCP ................................................... Vitrified clay pipe
VERT ............................................................... Vertical
VOL .................................................................. Volume
VWD ....................................... Vallecitos Water District
W ........................ Water, Wider or Width, as applicable
WATCH .............. Work Area Traffic Control Handbook
WI ............................................................ Wrought iron
WM ........................................................... Water meter
WPJ .......................................... Weakened plane joint
XCONN ............................................ Cross connection
XSEC ..................................................... Cross section
1-3.3 Institutions.
Abbreviation Word or Words
AASHTO American Association of State Highway and Transportation Officials
AISC American Institute of Steel Construction
ANSI American National Standards Institute
API American Petroleum Institute
AREA American Railway Engineering Association
ASTM American Society for Testing and Materials
AWPA American Wood Preservers Association
AWS American Welding Society
AWWA American Water Works Association
FHWA Federal Highway Administration
GRI Geosynthetic Research Institute
NEMA National Electrical Manufacturers Association
NOAA National Oceanic and Atmospheric Administration (Dept. of Commerce)
UL Underwriters’ Laboratories Inc.
USGS United States Geological Survey
1-4 UNITS OF MEASURE.
1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal
measurement system in these specifications. However, certain material specifications and test
requirements contained herein use SI units specifically and conversions to U.S. Standard
Measures may or may not have been included in these circumstances. When U.S. Standard
Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S.
Standard Measures in parenthesis may or may not be exactly equivalent.
Reference is also made to ASTM E 380 for definitions of various units of the SI system and a
more extensive set of conversion factors.
1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) ....................................................................................25.4 micrometer (m) 1 inch (in) ..............................................................................................25.4 millimeter (mm) 1 inch (in) ..............................................................................................2.54 centimeter (cm) 1 foot (ft) ................................................................................................0.3048 meter (m)
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1 yard (yd) .............................................................................................0.9144 meter (m) 1 mile (mi) .............................................................................................1.6093 kilometer (km) 1 square foot (ft2) ..................................................................................0.0929 square meter (m2) 1 square yard (yd2) ................................................................................0.8361 square meter (m2) 1 cubic foot (ft3) .....................................................................................0.0283 cubic meter (m3) 1 cubic yard (yd3) ..................................................................................0.7646 cubic meter (m3) 1 acre ....................................................................................................0.4047 hectare (ha) 1 U.S. gallon (gal) .................................................................................3.7854 Liter (L) 1 fluid ounce (fl. oz.) ..............................................................................29.5735 millileter (mL) 1 pound mass (lb) (avoirdupois) ...........................................................0.4536 kilogram (kg) 1 ounce mass (oz) .................................................................................0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................0.9072 Tonne (= 907 kg) 1 Poise ..................................................................................................0.1 pascal . second (Pa . s) 1 centistoke (cs) ....................................................................................1 square millimeters per second (mm2/s) 1 pound force (lbf) .................................................................................4.4482 Newton (N) 1 pounds per square inch (psi) .............................................................6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) .................................................................1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf).......................................................................1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ...............................................1.3558 Watt (W) 1 part per million (ppm) .........................................................................1 milligram/liter (mg/L)
Temperature Units and Abbreviations
Degree Fahrenheit (°F): Degree Celsius (°C):
°F = (1.8 x °C) + 32 °C = (°F – 32)/1.8
SI Units (abbreviation) Commonly Used in Both Systems
1 Ampere (A)
1 Volt (V)
1 Candela (cd)
1 Lumen (lm)
1 second (s)
Common Metric Prefixes
kilo (k) 103
centi (c) 10-2
milli (m) 10-3
micro () 10-6
nano (n) 10-9
pico (p) 10-12
1-5 SYMBOLS
Delta, the central angle or angle between tangents
Angle
% Percent
‘ Feet or minutes
“ Inches or seconds
1 Number
/ per or (between words)
° Degree
PL Property line
CL Centerline
SL Survey line or station line
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SECTION 2 – SCOPE AND CONTROL OF WORK
2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as
provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids.
2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the
Board, except that the Contractor may assign money due or which will accrue to it under the
Contract. If given written notice, such assignment will be recognized by the Board to the extent
permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of
the Agency and to all deductions provided for in the Contract. All money withheld, whether
assigned or not, shall be subject to being used by the Agency for completion of the Work, should
the Contractor be in default.
2-3 SUBCONTRACTS.
2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including
Sections 4100 through 4113. The following excerpts or summaries of some of the requirements
of this Chapter are included below for information:
The Bidder shall set forth in the Bid, as provided in 4104:
“(a) The name and location of the place of business of each subcontractor who will
perform work or labor or render service to the prime contractor in or about the
construction of the work or improvements, or a subcontractor licensed by the State
of California who, under subcontract to the prime contractor, specially fabricates
and installs a portion of the work or improvement according to detailed drawings
contained in the plans and specifications, in an amount in excess of one-half of 1
percent of the prime contractor’s total bid, or, in the case of bids or offers for the
construction of streets or highways, including bridges, in excess of one-half of 1
percent of the prime contractor’s total bid or ten thousand dollars ($10,000),
whichever is greater.”
“(b) The portion of the work which will be done by each such subcontractor under
this act. The prime contractor shall list only one subcontractor for each such portion
as is defined by the prime contractor in his bid.”
If the Contractor fails to specify a Subcontractor or specifies more than one Subcontractor for the
same portion of the work to be performed under the Contract (in excess of one-half of 1 percent
of the Contractor’s total Bid), the Contractor shall be qualified to perform that portion itself, and
shall perform that portion itself, except as otherwise provided in the Code.
As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as
Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by
procedures established in Section 4107.5. This section provides procedures to correct a clerical
error in the listing of a Subcontractor.
Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the
Contract and the Board may exercise the option either to cancel the Contract or assess the
Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after
a public hearing.
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Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50
percent of the contract price with its own organization, the Agency may at its sole discretion elect
to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed
in excess of 50 percent of the contract price by other than the Contractor’s own organization. The
Board shall be the sole body for determination of a violation of these provisions. In any
proceedings under this section, the prime contractor shall be entitled to a public hearing before
the Board and shall be notified ten (10) days in advance of the time and location of said hearing.
The determination of the City Council shall be final.
2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment
of the Contract and shall keep the Work under its control.
The Contractor shall perform, with its own organization, Contract work amounting to at least 50
percent of the Contract Price except that any designated “Specialty Items” may be performed by
subcontract, and the amount of any such “Specialty Items” so performed may be deducted from
the Contract Price before computing the amount required to be performed by the Contractor with
its own organization. “Specialty Items” will be identified by the Agency in the Bid or Proposal.
Where an entire item is subcontracted, the value of work subcontracted will be based on the
Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted
will be based on the estimated percentage of the Contract Unit Price. This will be determined from
information submitted by the Contractor, and subject to approval by the Engineer.
Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for
approval a written statement showing the work to be subcontracted giving the name and business
of each Subcontractor and description and value of each portion of the work to be so
subcontracted.
2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the
Contractor, and the Contractor shall be responsible for their work.
2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds
with the Agency to be approved by the Board in the amounts and for the purposes noted below.
Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding
limitation shown in said circular is sufficient to provide bonds in the amount required by the
Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from
all other sureties shall be accompanied by all of the documents enumerated in Code of Civil
Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals.
Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and
Surety and the signature of the authorized agent of the Surety shall be notarized.
The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and
materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not
less than one hundred percent of the total amount payable by the terms of this contract. The
Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum
not less than one hundred percent of the total amount payable by the terms of this contract.
Both bonds shall extend in full force and effect and be retained by the Agency during this project
until they are released according to the provisions of this section.
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The faithful performance/warranty bond will be reduced to 25 percent of the original amount
30 days after recordation of the Notice of Completion and will remain in full force and effect for
the one year warranty period and until all warranty repairs are completed to the satisfaction of the
Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six
months plus 30 days after recordation of the Notice of Completion if all claims have been paid.
All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the
business of insurance in California and whose assets exceed their liabilities in an amount equal
to or in excess of the amount of the bond. The bonds are to contain the following documents:
1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or
other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance
commissioner.
If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of
the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the
execution of the bond. The financial statement shall be made by an officer's certificate as defined
in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement
may be verified by the oath of the principal officer or manager residing within the United States.
Should any bond become insufficient, the Contractor shall renew the bond within 10 days after
receiving notice from the Agency.
Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor
to that effect. No further payments shall be deemed due or will be made under the contract until
a new Surety shall qualify and be accepted by the Board.
Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release
the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived
by the Surety.
2-5 PLANS AND SPECIFICATIONS.
2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and
Specifications, to which the Engineer shall have access at all times. The construction plans
consist of one set. The plan set is designated as City of Carlsbad Drawing No. 526-8 and consists
of 24 sheets.
The specifications for the work include the General Provisions, Supplemental Provisions,
Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction,
(SSPWC), Part 2 & 3, and the latest supplements thereto, current edition at the time of bid opening
as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter
designated "SSPWC", as amended.
The standard drawings used for this project are the latest edition of the San Diego Area Regional
Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County
Department of Public Works, together with the most recent editions of the City of Carlsbad
Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and
the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively.
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The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract
Documents are intended to be complementary and cooperative. Anything specified in the
Specifications and not shown on the Plans or shown on the Plans and not specified in the
Specifications, shall be as though shown on or specified in both.
The Plans shall be supplemented by such working drawings and shop drawings as are necessary
to adequately control the Work.
The Contractor shall ascertain the existence of any conditions affecting the cost of the Work
through a reasonable examination of the Work site prior to submitting the Bid.
Existing improvements visible at the Work site, for which no specific disposition is made on the
Plans, but which interfere with the completion of the Work, shall be removed and disposed of by
the Contractor.
The Contractor shall, upon discovering any error or omission in the Plans or Specifications,
immediately call it to the attention of the Engineer.
2-5.2 Precedence of Contract Documents.
If there is a conflict between Contract Documents, the document highest in precedence shall
control. The precedence shall be the most recent edition of the following documents listed in
order of highest to lowest precedence:
1. Permits from other agencies as may be required by law.
2. Change orders, whichever occurs last.
3. Contract addenda, whichever occurs last.
4. Contract.
5. Carlsbad General Provisions, Technical Specifications, and Supplemental Provisions.
6. Plans.
7. Standards plans.
a. City of Carlsbad Standard Drawings.
b. Carlsbad Municipal Water District Standard Drawings.
c. City of Carlsbad modifications to the San Diego Area Regional Standard Drawings.
d. California Manual on Uniform Traffic Control Devices latest edition (CA MUTCD).
e. San Diego Area Regional Standard Drawings.
f. State of California Department of Transportation Standard Plans.
g. State of California Department of Transportation Standard Specifications.
8. Standard Specifications for Public Works Construction, as amended.
9. Reference Specifications.
10. Manufacturer’s Installation Recommendations.
Detail drawings shall take precedence over general drawings.
Plan details shall have precedence over general plans.
2-5.3 Submittals.
2-5.3.1 General. Submittals shall be provided, at the Contractor’s expense, as required in 2-5.3.2,
2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the
Engineer.
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Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are
required by, performed before the required submittals have been reviewed and accepted by the
Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor
from responsibility for errors, omissions, or deviations from the Contract Documents, unless such
deviations were specifically called to the attention of the Engineer in the letter of transmittal. The
Contractor shall be responsible for the correctness of the submittals.
The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise
specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal.
Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number
of the original submittal followed by an ascending alphabetical designation (e.g., The label ‘4-C’
would indicate the third instance that the fourth submittal had been given to the Engineer). Each
sheet of each submittal shall be consecutively numbered. Each set of shop drawings and
submittals shall be accompanied by a letter of transmittal on the Contractor’s letterhead. The
Letter of Transmittal shall contain the following:
1. Project title and Agency contract number.
2. Number of complete sets.
3. Contractor’s certification statement.
4. Specification section number(s) pertaining to material submitted for review.
5. Submittal number (Submittal numbers shall be consecutive including subsequent
submittals for the same materials.)
6. Description of the contents of the submittal.
7. Identification of deviations from the contract documents.
When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification
that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are
in conformance with the requirements of the Contract Documents. The Contractor shall subscribe
to and shall place the following certification on all submittals:
"I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed
to be incorporated into this Project, is in compliance with the Contract Documents, can be installed
in the allocated spaces, and is submitted for approval.”
By: Title:
Date:
Company Name:
2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the
Plans which are required to be designed by the Contractor. Working drawings shall be of a size
and scale to clearly show all necessary details.
Six copies and one reproducible shall be submitted. If no revisions are required, three of the
copies will be returned to the Contractor. If revisions are required, the Engineer will return one
copy along with the reproducible for resubmission. Upon acceptance, the Engineer will return two
of the copies to the Contractor and retain the remaining copies and the reproducible.
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Working drawings are required in the following sections:
TABLE 2-5.3.2 (A)
Item Section
Number
Title Subject
1 7-10.4.1 Safety Orders Trench Shoring
2 207-2.5 Joints Reinforced Concrete Pipe
3 207-8.4 Joints Vitrified Clay Pipe
4 207-10.2.1 General Fabricated Steel Pipe
5 300-3.2 Cofferdams Structure Excavation & Backfill
6 303-1.6.1 General Falsework
7 303-1.7.1 General Placing Reinforcement
8 303-3.1 General Prestressed Concrete Construction
9 304-1.1.1 Shop Drawings Structural Steel
10 304-1.1.2 Falsework Plans Structural Steel
11 304-2.1 General Metal Hand Railings
12 306-2.1 General Jacking Operations
13 306-3.1 General Tunneling Operations
14 306-3.4 Tunnel Supports Tunneling Operations
15 306-6 Remodeling Existing Sewer Facilities Polyethylene Liner Installation
16 306-8 Microtunneling Microtunneling Operations
17 307-4.3 Controller Cabinet Wiring Diagrams Traffic Signal Construction
Working drawings listed above as Items 5, 6, 8, 9, 10, 12, 13, 14 and 16 shall be prepared by a
Civil or Structural Engineer registered by the State of California.
2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or
assembled products proposed to be incorporated into the Work. Shop drawings required shall be
as specified in the Special Provisions.
2-5.3.4 Supporting Information. Supporting information is information required by the
Specifications for the purposes of administration of the Contract, analysis for verification of
conformance with the Specifications, the operation and maintenance of a manufactured product
or system to be constructed as part of the Work, and other information as may be required by the
Engineer. Six copies of the supporting information shall be submitted to the Engineer prior to the
start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer.
Supporting information for systems shall be bound together and include all manufactured items
for the system. If resubmittal is not required, three copies will be returned to the Contractor.
Supporting information shall consist of the following and is required unless otherwise specified in
the Special Provisions:
1. List of Subcontractors per 2-3.2.
2. List of Materials per 4-1.4.
3. Certifications per 4-1.5.
4. Construction Schedule per 6-1.
5. Confined Space Entry Program per 7-10.4.4.
6. Concrete mix designs per 201-1.1.
7. Asphalt concrete mix designs per 203-6.1.
8. Data, including, but not limited to, catalog sheets, manufacturer’s brochures, technical
bulletins, specifications, diagrams, product samples, and other information necessary to
describe a system, product or item. This information is required for irrigation systems, ~~ \..
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street lighting systems, and traffic signals, and may also be required for any product,
manufactured item, or system.
2-5.4 Record Drawings. The Contractor shall provide and keep up-to-date a complete "as-built"
record set of blue-line prints, which shall be corrected in red daily and show every change from
the original drawings and specifications and the exact "as-built" locations, sizes and kinds of
equipment, underground piping, valves, and all other work not visible at surface grade. Prints for
this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the
job and shall be used only as a record set and shall be delivered to the Engineer within ten (10)
days of completion of the work. Payment for performing the work required by Section 2-5.4 shall
be included in the various bid items and no additional payment will be made therefor.
2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the
Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all
materials, equipment, tools, labor, and incidentals necessary to complete the Work.
2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil analyses
shown on the drawings or included in the Specifications apply only at the location of the test holes
and to the depths indicated. Soil test reports for test holes which have been drilled are available
for inspection at the office of the Engineer. Any additional subsurface exploration shall be done
by Bidders or the Contractor at their own expense.
The indicated elevation of the water table is that which existed on the date when test hole data
was determined. It is the Contractor’s responsibility to determine and allow for the elevation of
groundwater at the date of project construction. A difference in elevation between groundwater
shown in soil boring logs and groundwater actually encountered during construction will not be
considered as a basis for extra work.
2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be
provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements,
pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas
and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless
from all claims for damages caused by such actions.
2-9 SURVEYING.
2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey
monuments or benchmarks without the consent of the Engineer (e.g, where cold milling, a
surveyor’s street and property line monument, not scheduled for removal, shall be protected). Any
ties, monuments and benchmarks which are distorted or destroyed without the City's permission
shall be reestablished and replaced after construction at the Contractor's expense. The
Contractor and his sureties shall be liable, at Contractor's expense, for any resurvey required due
to his negligence in protecting existing ties, monuments, benchmarks or any such horizontal and
vertical controls.
Survey Monument Field Search:
In accordance with Section §§ 8771 of the Business and Professions Code, the contractor will be
required to hire a licensed land surveyor to inspect the project limits and identify all survey
monuments found. The project shall be inspected following the City's notice to proceed and prior
to beginning construction. The contractor's surveyor shall submit to the City a letter stating that "a
reasonable and diligent field search was conducted" and list the monuments found. The letter
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shall be submitted to the City prior to construction. Payment for the survey monument field search
shall be paid at the lump sum contract bid price.
Setting Reference Ties and Pre-Construction Corner Record:
In accordance with Section §§ 8771 of the Business and Professions Code, the contractor will be
required to hire a licensed land surveyor to tie out monumentation scheduled for disturbance/
affected by the project prior to commencement of construction and require the land surveyor to
file corner records with the County Surveyor as required by §§ 8772 and 8773, et seq. of the
California Business and Professions Code.
.
Tie-Out and Re-establishing Survey Monuments and Post-Construction Corner Record:
In accordance with Section §§ 8771 of the Business and Professions Code, the contractor will be
required to hire a licensed land surveyor to re-establish any such monuments damaged or
destroyed during construction and file corner records with the County Surveyor after replacement.
The City shall determine which monuments found and listed in the contractor's surveyor's letter
are to be tied out and re-established. Payment will be made at the contract bid price for Each
monument tied-out and re-established (tying-out and re-establishing is considered a combined
unit of work for each monument).
Upon completion of the project, a Notice of Completion shall not be filed until the monuments
have been restored and corner records filed to the satisfaction of the County Surveyor.
The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days
after construction at the site of the replacement is completed. The Surveyor shall file corner
record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions
Code.
When a change is made in the finished elevation of the pavement of any roadway in which a
permanent survey monument is located, the Contractor shall adjust the monument frame and
cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise.
Monument frames and covers shall be protected during street sealing or painting projects or be
cleaned to the satisfaction of the Engineer.
2-9.2 Survey Service. The Contractor shall hire and pay for the services of a licensed land
Surveyor, hereinafter Surveyor to perform all work necessary for establishing control, construction
staking, records research and all other surveying work necessary to construct the work, provide
surveying services as required herein and provide surveying, drafting and other professional
services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident
on the site during all surveying operations and shall personally supervise and certify the surveying
work.
2-9.2.3 Payment for Survey. Payment for work performed to satisfy the requirements of Sections
2-9.1 through 2-9.2.2 shall be included in the actual bid items requiring the survey work and no
additional payment will be made. Extension of unit prices for extra work shall include full
compensation for attendant survey work and no additional payment will be made. Payment for
the replacement of disturbed monuments and the filing of records of survey and/or corner records,
including filing fees, shall be incidental to the work necessitating the disturbance of said
monuments and no additional payment will be made.
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2-9.3 Private Engineers. Surveying by private engineers on the Work shall conform to the
quality and practice required by the Engineer.
2-9.4 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the
Plans.
Three consecutive points set on the same slope shall be used together so that any variation from
a straight grade can be detected. Any such variation shall be reported to the Engineer. In the
absence of such report, the Contractor shall be responsible for any error in the grade of the
finished work.
Grades for underground conduits will be set at the surface of the ground. The Contractor shall
transfer them to the bottom of the trench.
2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters
affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce
compliance with the Plans and Specifications. The Contractor shall promptly comply with
instructions from the Engineer or an authorized representative.
The decision of the Engineer is final and binding on all questions relating to: quantities;
acceptability of material, equipment, or work; execution, progress or sequence of work; and
interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any
payment under the Contract, unless otherwise ordered by the Board.
2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies
of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the
Engineer may request.
2-10.2 Audit and Inspection, Contractor agrees to maintain and/or make available, to the
Engineer, within San Diego County, accurate books and accounting records relative to all its
activities and to contractually require all subcontractors to this Contract to do the same. The
Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors’
performance pursuant to this Agreement, said monitoring, assessments, and evaluations to
include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and
interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time
during normal business hours and as often as the Engineer may deem necessary, upon
reasonable advance notice, Contractor shall make available to the Engineer for examination, all
of its, and all subcontractors to this contract, records with respect to all matters covered by this
Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts
from such data and records, and to make audits of all invoices, materials, payrolls, records of
personnel, and other data relating to all matters covered by this Contract. However, any such
activities shall be carried out in a manner so as to not unreasonably interfere with Contractor’s
ongoing business operations. Contractor and all subcontractors to this contract shall maintain
such data and records for as long as may be required by applicable laws and regulations.
2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The
Contractor shall notify the Engineer before noon of the working day before inspection is required.
Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work
done without proper inspection will be subject to rejection. The Engineer and any authorized
representatives shall at all times have access to the Work during its construction at shops and
yards as well as the project site. The Contractor shall provide every reasonable facility for
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ascertaining that the materials and workmanship are in accordance with these specifications.
Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of
the Contract.
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SECTION 3 – CHANGES IN WORK
3-1 CHANGES REQUESTED BY THE CONTRACTOR.
3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor,
which do not materially affect the Work and which are not detrimental to the Work or to the
interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as
granting a right to the Contractor to demand acceptance of such changes.
3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they
shall be made at a reduction in cost or no additional cost to the Agency.
3-2 CHANGES INITIATED BY THE AGENCY.
3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or
quantity of work provided the total arithmetic dollar value of all such changes, both additive and
deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to
exceed this limitation, the change shall be by written Supplemental Agreement between the
Contractor and Agency, unless both parties agree to proceed with the change by Change Order.
Change Orders shall be in writing and state the dollar value of the change or established method
of payment, any adjustment in contract time of completion, and when negotiated prices are
involved, shall provide for the Contractor’s signature indicating acceptance.
3-2.2 Payment.
3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract
Unit Price, and such change does not involve substantial change in character of the work from
that shown on the Plans or specified in the Specifications, then an adjustment in payment will be
made. This adjustment will be based upon the increase or decrease in quantity and the Contract
Unit Price.
If the actual quantity of an item of work covered by a Contract Unit Price and constructed in
conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less,
payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies
from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-
2.2.3 as appropriate.
If a change is ordered in an item of work covered by a Contract Unit Price, and such change does
involve a substantial change in the character of the work from that shown on the Plans or specified
in the Specifications, an adjustment in payment will be made per Section 3-2.4.
3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work
covered by a Contract Unit Price and constructed in conformance with the Plans and
Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in
excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the
Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the
Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of
payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by
the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price.
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3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work
covered by a Contract Unit Price, and constructed in conformance with the Plans and
Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be
made unless so requested in writing by the Contractor. If the Contractor so requests, payment
will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the
Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per
Section 3-3; however, in no case will payment be less than would be made for the actual quantity
at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the
Contract Unit Price.
3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency
in the Contract Documents as distinguished from Contract Unit Prices submitted by the
Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so
specified in the Special Provisions.
3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in
Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor
and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor
to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise
specified in Sections 3-2.2.2 and 3-2.2.3.
3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values
for all lump sum bid items that shall be used for the purpose of progress payments. The prices
shall be valid for the purpose of change orders to the project.
3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made
to the Contractor for its actual costs incurred in connection with the eliminated item prior to
notification in writing from the Engineer so stating its elimination. If material conforming to the
Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the
date of notification of elimination by the Engineer, and if the order for that material cannot be
canceled, payment will be made to the Contractor for the actual cost of the material. In this case,
the material shall become the property of the Agency. Payment will be made to the Contractor for
its actual costs for any further handling. If the material is returnable, the material shall be returned
and payment will be made to the Contractor for the actual cost of charges made by the supplier
for returning the material and for handling by the Contractor. Actual costs, as used herein, shall
be computed on the basis of Extra Work per Section 3-3.
3-3 EXTRA WORK.
3-3.1 General. New or unforeseen work will be classified as “extra work” when the Engineer
determines that it is not covered by Contract Unit Prices or stipulated unit prices.
3-3.2 Payment.
3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay
for the extra work based on the accumulation of costs as provided herein.
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3-3.2.2 Basis for Establishing Costs.
(a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra
work at the time the extra work is done, plus employer payments of payroll taxes, workers
compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship
funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments
or benefits required by lawful collective bargaining agreements.
The use of a labor classification which would increase the extra work cost will not be permitted
unless the Contractor establishes the necessity for such additional costs. Labor costs for
equipment operators and helpers shall be reported only when such costs are not included in the
invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their
assigned work and only that applicable to extra work will be paid.
Nondirect labor costs, including superintendence, shall be considered part of the markup of
Section 3-3.2.3 (a).
(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which
such materials are locally available and delivered to the job site in the quantities involved, plus
sales tax, freight, and delivery.
The Agency reserves the right to approve materials and sources of supply, or to supply materials
to the Contractor if necessary for the progress of the Work. No markup shall be applied to any
material provided by the Agency.
(c) Tool and Equipment Rental. No payment will be made for the use of tools which have a
replacement value of $200 or less.
Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental
and delay costs shall be the edition of the “Labor Surcharge and Equipment Rental Rates”
published by CALTRANS, current at the time of the actual use of the tool or equipment. The right-
of-way delay factors therein shall be used as multipliers of the rental rates for determining the
value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates
published therein are not a part of this contract.
The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary
attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all
incidentals. Necessary loading and transportation costs for equipment used on the extra work
shall be included.
If equipment is used intermittently and, when not in use, could be returned to its rental source at
less expense to the Agency than holding it at the Work site, it shall be returned, unless the
Contractor elects to keep it at the Work site, at no expense to the Agency.
All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the
purpose for which it is to be used. Manufacturer’s ratings and approved modifications shall be
used to classify equipment and it shall be powered by a unit of at least the minimum rating
recommended by the manufacturer.
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The reported rental time for equipment already at the Work site shall be the duration of its use on
the extra work. This time begins when equipment is first put into actual operation on the extra
work, plus the time required to move it from its previous site and back, or to a closer site.
(d) Other Items. The Agency may authorize other items which may be required on the extra
work, including labor, services, material, and equipment. These items must be different in their
nature from those required for the Work and be of a type not ordinarily available from the
Contractor or Subcontractors.
Invoices covering all such items in detail shall be submitted with the request for payment.
(e) Invoices. Vendors’ invoices for material, equipment rental and other expenditures shall be
submitted with the request for payment. If the request for payment is not substantiated by invoices
or other documentation, the Agency may establish the cost of the item involved at the lowest price
which was current at the time of the report.
3-3.2.3 Markup.
(a) Work by Contractor. The following percentages shall be added to the Contractor's costs
and shall constitute the markup for all overhead and profits:
1. Labor .............................................. 20
2. Materials ......................................... 15
3. Equipment Rental ........................... 15
4. Other Items and Expenditures ........ 15
To the sum of the costs and markups provided for in this section, 1 percent shall be added as
compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a
Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the
Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the
subcontracted portion of the extra work and a markup of 5 percent on work added in excess of
$5,000 of the subcontracted portion of the extra work may be added by the Contractor.
3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon,
the Contractor shall submit a daily report to the Engineer on forms approved by the Agency.
Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that
day, and other services and expenditures when authorized. Payment for extra work will not be
made until such time that the Contractor submits completed daily reports and all supporting
documents to the Engineer. Failure to submit the daily report by the close of the next working day
may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it
shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes
shall be entered by each party to explain points which cannot be resolved immediately. Each party
shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted
through the Contractor.
The report shall:
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1. Show names of workers, classifications, and hours worked.
2. Describe and list quantities of materials used.
3. Show type of equipment, size, identification number, and hours of operation, including
loading and transportation, if applicable.
4. Describe other services and expenditures in such detail as the Agency may require.
3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the
following Work site conditions (hereinafter called changed conditions), in writing, upon their
discovery and before they are disturbed:
1. Subsurface or latent physical conditions differing materially from those represented in
the Contract;
2. Unknown physical conditions of an unusual nature differing materially from those
ordinarily encountered and generally recognized as inherent in work of the character
being performed; and
3. Material differing from that represented in the Contract which the Contractor believes
may be hazardous waste, as defined in Section 25117 of the Health and Safety Code,
that is required to be removed to a Class I, Class II, or Class III disposal site in
accordance with provisions of existing law.
The Engineer will promptly investigate conditions which appear to be changed conditions. If the
Engineer determines that conditions are changed conditions and they will materially affect
performance time, the Contractor, upon submitting a written request, will be granted an extension
of time subject to the provisions of 6-6.
If the Engineer determines that the conditions do not justify an adjustment in compensation, the
Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to
notify the Engineer in writing if the Contractor disagrees.
The Contractor’s failure to give notice of changed conditions promptly upon their discovery and
before they are disturbed shall constitute a waiver of all claims in connection therewith.
The Contractor shall not be entitled to the payment of any additional compensation for any act, or
failure to act, by the Engineer, including failure or refusal to issue a change order, or for the
happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first
given the Engineer due written notice of potential claim as hereinafter specified. Compliance with
this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract
Time Accounting, nor to any claim that is based on differences in measurement or errors of
computation as to contract quantities. The written notice of potential claim for changed conditions
shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time
that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to
give written notice of potential claim for changed conditions to the agency upon their discovery
and before they are disturbed shall constitute a waiver of all claims in connection therewith.
The Contractor shall provide the City with a written document containing a description of the
particular circumstances giving rise to the potential claim, the reasons for which the Contractor
believes additional compensation may be due and nature of any and all costs involved within 20
working days of the date of service of the written notice of potential claim for changed conditions.
Verbal notifications are disallowed.
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The potential claim shall include the following certification relative to the California False Claims
Act, Government Code Sections 12650-12655.
“The undersigned certifies that the above statements are made in full cognizance of the California
False Claims Act, Government Code Sections 12650-12655. The undersigned further
understands and agrees that this potential claim, unless resolved, must be restated as a claim in
response to the City’s proposed final estimate in order for it to be further considered.”
By: Title:
Date:
Company Name:
The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor
shall submit substantiation of its actual costs to the Engineer within 20 working days after the
affected work is completed. Failure to do so shall be sufficient cause for denial of any claim
subsequently filed on the basis of said notice of potential claim.
It is the intention of this section that differences between the parties arising under and by virtue
of the contract be brought to the attention of the Engineer at the earliest possible time in order
that such matters be settled, if possible, or other appropriate action promptly taken.
3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potential claim
prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all
claims in connection therewith. If the contractor and the agency are unable to reach agreement
on disputed work, the Agency may direct the contractor to proceed with the work.
Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified
hereinafter, the contractor shall attempt to resolve all disputes informally through the following
dispute resolution chain of command:
1. Project Inspector
2. Construction Manager
3. Deputy City Engineer, Construction Management & Inspection
4. City Engineer
5. City Manager
The Contractor shall submit a complete report within 20 working days after completion of the
disputed work stating its position on the claim, the contractual basis for the claim, along with all
documentation supporting the costs and all other evidentiary materials. At each level of claim or
appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim,
review the Contractor’s report and respond with a position, request additional information or
request that the Contractor meet and present its report. When additional information or a meeting
is requested the City will provide its position within 10 working days of receipt of said additional
information or Contractor’s presentation of its report. The Contractor may appeal each level’s
position up to the City Manager after which the Contractor may proceed under the provisions of
the Public Contract Code.
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The authority within the dispute resolution chain of command is limited to recommending a
resolution to a claim to the City Manager. Actual approval of the claim is subject to the change
order provisions in the contract.
All claims by the -Contractor shall be resolved in accordance with Public Contract Code section
9204, which is set forth below:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its
citizens to ensure that all construction business performed on a public works project in the state
that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with
Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2,
and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply
to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with
return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay
assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on behalf of,
the contractor pursuant to the contract for a public works project and payment for which is not
otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct
contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state
agency, department, office, division, bureau, board, or commission, the California State University,
the University of California, a city, including a charter city, county, including a charter county, city
and county, including a charter city and county, district, special district, public authority, political
subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency
and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that
department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its
jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the
Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of
any public structure, building, road, or other public improvement of any kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing
with Section 7000) of Division 3 of the Business and Professions Code who either is in direct
contract with a contractor or is a lower tier subcontractor.
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(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim
applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days,
shall provide the claimant a written statement identifying what portion of the claim is disputed and
what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual
agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a written
statement identifying the disputed portion and the undisputed portion of the claim, and the
governing body does not meet within the 45 days or within the mutually agreed to extension of
time following receipt of a claim sent by registered mail or certified mail, return receipt requested,
the public entity shall have up to three days following the next duly publicly noticed meeting of the
governing body after the 45-day period, or extension, expires to provide the claimant a written
statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within
60 days after the public entity issues its written statement. If the public entity fails to issue a written
statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to
respond to a claim issued pursuant to this section within the time prescribed, the claimant may
demand in writing an informal conference to meet and confer for settlement of the issues in
dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt
requested, the public entity shall schedule a meet and confer conference within 30 days for
settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the
claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a
written statement identifying the portion of the claim that remains in dispute and the portion that
is undisputed. Any payment due on an undisputed portion of the claim shall be processed and
made within 60 days after the public entity issues its written statement. Any disputed portion of
the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation,
with the public entity and the claimant sharing the associated costs equally. The public entity and
claimant shall mutually agree to a mediator within 10 business days after the disputed portion of
the claim has been identified in writing. If the parties cannot agree upon a mediator, each party
shall select a mediator and those mediators shall select a qualified neutral third party to mediate
with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged
by its respective mediator in connection with the selection of the neutral mediator. If mediation is
unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures
outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not
limited to, neutral evaluation or a dispute review board, in which an independent third party or
board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.
Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation
conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to
mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under
private arbitration or the Public Works Contract Arbitration Program, if mediation under this section
does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods
described in this subdivision or to otherwise meet the time requirements of this section shall result
in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public
entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements
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of this section, shall not constitute an adverse finding with regard to the merits of the claim or the
responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent
per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a
public entity because privity of contract does not exist, the contractor may present to the public
entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request
in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the
contractor present a claim for work which was performed by the subcontractor or by a lower tier
subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be
presented to the public entity shall furnish reasonable documentation to support the claim. Within
45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as
to whether the contractor presented the claim to the public entity and, if the original contractor did
not present the claim, provide the subcontractor with a statement of the reasons for not having
done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for
any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided,
however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing,
mediation and proceed directly to the commencement of a civil action or binding arbitration, as
applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute
resolution procedures and requirements in addition to the provisions of this section, so long as
the contractual provisions do not conflict with or otherwise impair the timeframes and procedures
set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or grants
available through a competitive application process, for the failure of an awardee to meet its
contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed,
unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that
date.
In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the
procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing
with Section 20104) which is set forth below
ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS
20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand
dollars ($375,000) or less which arise between a contractor and a local agency.
(2) This article shall not apply to any claims resulting from a contract between a contractor and a
public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1
(commencing with Section 10240) of Chapter 1 of Part 2.
(b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except
that "public work" does not include any work or improvement contracted for by the state or the
Regents of the University of California.
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(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the
contract for a public work and payment of which is not otherwise expressly provided for or the
claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the
local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or
specifications for any work which may give rise to a claim under this article.
This article applies only to contracts entered into on or after January 1, 1991.
20104.2. For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.
Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended
to extend the time limit or supersede notice requirements otherwise provided by contract for the
filing of claims.
(b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in
writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within
30 days of receipt of the claim, any additional documentation supporting the claim or relating to
defenses to the claim the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to
this subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted
to the claimant within 15 days after receipt of the further documentation or within a period of time
no greater than that taken by the claimant in producing the additional information, whichever is
greater.
(c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred
seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written
claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt
of the claim, any additional documentation supporting the claim or relating to defenses to the
claim the local agency may have against the claimant.
If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
The local agency's written response to the claim, as further documented, shall be submitted to
the claimant within 30 days after receipt of the further documentation, or within a period of time
no greater than that taken by the claimant in producing the additional information or requested
documentation, whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond
within the time prescribed, the claimant may so notify the local agency, in writing, either within 15
days of receipt of the local agency's response or within 15 days of the local agency's failure to
respond within the time prescribed, respectively, and demand an informal conference to meet and
confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a
meet and confer conference within 30 days for settlement of the dispute.
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the
claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter
2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For
purposes of those provisions, the running of the period of time within which a claim must be filed
shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision
(a) until the time that claim is denied as a result of the meet and confer process, including any
period of time utilized by the meet and confer process.
This article does not apply to tort claims and nothing in this article is intended nor shall be
construed to change the time periods for filing tort claims or actions specified by Chapter 1
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(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of
Division 3.6 of Title 1 of the Government Code.
20104.4. The following procedures are established for all civil actions filed to resolve claims
subject to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the
court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both
parties. The mediation process shall provide for the selection within 15 days by both parties of a
disinterested third person as mediator, shall be commenced within 30 days of the submittal, and
shall be concluded within 15 days from the commencement of the mediation unless a time
requirement is extended upon a good cause showing to the court or by stipulation of both parties.
If the parties fail to select a mediator within the 15-day period, any party may petition the court to
appoint the mediator.
(b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant
to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil
Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article
3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure)
shall apply to any proceeding brought under the subdivision consistent with the rules pertaining
to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators
appointed for purposes of this article shall be experienced in construction law, and, upon
stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly
rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally
by the parties, except in the case of arbitration where the arbitrator, for good cause, determines
a different division. In no event shall these fees or expenses be paid by state or county funds.
(3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of
Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but
does not obtain a more favorable judgment shall, in addition to payment of costs and fees under
that chapter, pay the attorney's fees of the other party arising out of the trial de novo.
The court may, upon request by any party, order any witnesses to participate in the mediation or
arbitration process.
20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is
undisputed except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on
any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed
in a court of law.
Although not to be construed as proceeding under extra work provisions, the Contractor shall
keep and furnish records of disputed work in accordance with Section 3-3.
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SECTION 4 – CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP.
4-1.1 General. All materials, parts, and equipment furnished by the Contractor in the Work shall
be new, high grade, and free from defects. Quality of work shall be in accordance with the
generally accepted standards. Material and work quality shall be subject to the Engineer’s
approval.
Materials and work quality not conforming to the requirements of the Specifications shall be
considered defective and will be subject to rejection. Defective work or material, whether in place
or not, shall be removed immediately from the site by the Contractor, at its expense, when so
directed by the Engineer.
If the Contractor fails to replace any defective or damaged work or material after reasonable
notice, the Engineer may cause such work or materials to be replaced. The replacement expense
will be deducted from the amount to be paid to the Contractor.
Used or secondhand materials, parts, and equipment may be used only if permitted by the
Specifications.
4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage
facilities and employ such measures as will preserve the specified quality and fitness of materials
to be used in the Work. Stored materials shall be reasonably accessible for inspection. The
Contractor shall also adequately protect new and existing work and all items of equipment for the
duration of the Contract.
The Contractor shall not, without the Agency’s consent, assign, sell, mortgage, hypothecate, or
remove equipment or materials which have been installed or delivered and which may be
necessary for the completion of the Contract.
4-1.3 Inspection Requirements.
4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical
materials and fabricated items as bituminous paving mixtures, structural concrete, metal
fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and
similar shop or plant operations.
Steel pipe in sizes less than 18 inches and vitrified clay and cast iron pipe in all sizes are
acceptable upon certification as to compliance with the Specifications, subject to sampling and
testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators,
plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment
such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject
to inspection at the source, normally only for performance testing. The Specifications may require
inspection at the source for other items not typical of those listed in this section.
The Contractor shall provide the Engineer free and safe access to any and all parts of work at
any time. Such free and safe access shall include means of safe access and egress, ventilation,
lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in
the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4,
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Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety
regulations as may apply. Contractor shall furnish Engineer with such information as may be
necessary to keep the Engineer fully informed regarding progress and manner of work and
character of materials. Inspection or testing of the whole or any portion of the work or materials
incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract.
4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to
purchase materials, fabricated products, or equipment from sources located more than 50 miles
outside the geographical limits of the Agency, an inspector or accredited testing laboratory
(approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the
materials, equipment or process. This approval shall be obtained before producing any material
or equipment. The inspector or representative of the testing laboratory shall judge the materials
by the requirements of the Plans and Specifications. The Contractor shall forward reports required
by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication
or treatment of such materials be done without proper inspection by the approved agent. Approval
by said agent shall not relieve the Contractor of responsibility for complying with the Contract
requirements.
4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory
services within 50 miles of the geographical limits of the Agency. For private contracts, all costs
of inspection at the source, including salaries and mileage costs, shall be paid by the permittee.
4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples
of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its
expense, shall deliver the materials for testing to the place and at the time designated by the
Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the
Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing,
it will be stated in the Specifications. For private contracts, the testing expense shall be borne by
the permittee.
The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to
use materials for which tests are specified, to allow sufficient time to perform the tests. The notice
shall name the proposed supplier and source of material.
If the notice of intent to use is sent before the materials are available for testing or inspection or
is sent so far in advance that the materials on hand at the time will not last but will be replaced by
a new lot prior to use on the Work, it will be the Contractor’s responsibility to renotify the Engineer
when samples which are representative may be obtained.
Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced
materials and/or on-site workmanship where the results of such tests meet or exceed the
requirements indicated in the Standard Specifications, Technical Specification, and any
Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.
At the option of the Engineer, the source of supply of each of the materials shall be approved by
the Engineer before the delivery is started. All materials proposed for use may be inspected or
tested at any time during their preparation and use. If, after incorporating such materials into the
Work, it is found that sources of supply that have been approved do not furnish a uniform product,
or if the product from any source proves unacceptable at any time, the Contractor shall furnish
approved material from other approved sources. If any product proves unacceptable after
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improper storage, handling or for any other reason it shall be rejected, not incorporated into the
work and shall be removed from the project site all at the Contractor’s expense.
Compaction or any tests may be made by the Engineer and all costs for tests that meet or exceed
the requirements of the specifications shall be borne by the Agency. Said tests may be made at
any place along the work as deemed necessary by the Engineer. The costs of any retests made
necessary by noncompliance with the specifications shall be borne by the Contractor.
If the Contractor chooses to dispute the Agency’s test results, the Contractor shall conduct
additional testing of their own, at no additional cost to the Agency. The additional testing shall be
done by a third-party certified testing lab agreed upon by the Agency and the Contractor, and at
project locations selected by the Agency. Testing and sampling shall be conducted in the
presence of the Engineer or designee.
4-1.5 Certification. The Engineer may waive materials testing requirements of the
Specifications and accept the manufacturer’s written certification that the materials to be supplied
meet those requirements. Material test data may be required as part of the certification.
4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or
offer an equivalent. The Engineer shall determine whether the material offered is equivalent to
that specified. Adequate time shall be allowed for the Engineer to make this determination.
Whenever any particular material, process, or equipment is indicated by patent, proprietary or
brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its
description and shall be deemed to be followed by the words or equal. A listing of materials is
not intended to be comprehensive, or in order of preference. The Contractor may offer any
material, process, or equipment considered to be equivalent to that indicated. The substantiation
of offers shall be submitted as provided in the contract documents.
If the Contractor wishes to use any different products, materials or methods other than those
specified in this contract, the Contractor shall submit those in a Request for Information (RFI) form
for consideration by the City during the advertisement period only. If the Contractor wishes to use
any different products, materials or methods after the contract has been awarded, the City has
sole discretion whether to consider them. The Contractor shall, at its expense, furnish data
concerning items offered by it as equivalent to those specified. The Contractor shall have the
material tested as required by the Engineer to determine that the quality, strength, physical,
chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and
suitability are such that the item will fulfill its intended function.
Test methods shall be subject to the approval of the Engineer. Test results shall be reported
promptly to the Engineer, who will evaluate the results and determine if the substitute item is
equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall
not be made until approved by the Engineer.
If a substitute offered by the Contractor is not found to be equal to the specified material, the
Contractor shall furnish and install the specified material.
The specified Contract completion time shall not be affected by any circumstance developing from
the provisions of this section.
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The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole
opinion of the Engineer, the substitution is determined to be unsatisfactory in performance,
appearance, durability, compatibility with associated items, availability of repair parts and
suitability of application the Contractor shall remove the substituted item and replace it with the
originally specified item at no cost to the Agency.
4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for
proportioning materials shall be inspected for accuracy and certified within the past 12 months by
the State of California Bureau of Weights and Measures, by the County Director or Sealer of
Weights and Measures, or by a scale mechanic registered with or licensed by the County.
The accuracy of the work of a scale service agency, except as stated herein, shall meet the
standards of the California Business and Professions Code and the California Code of
Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior
to operation, to the Engineer for approval and shall be renewed whenever required by the
Engineer at no cost to the Agency.
All scales shall be arranged so they may be read easily from the operator’s platform or area. They
shall indicate the true net weight without the application of any factor. The figures of the scales
shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant
shut down. Weighing equipment shall be so insulated against vibration or moving of other
operating equipment in the plant area that the error in weighing with the entire plant running will
not exceed 2 percent for any setting nor 1.5 percent for any batch.
4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to
pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and
strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at
intervals not to exceed 12 months and following repairs, modification, or relocation of the
equipment. Calibration certificates shall be provided when requested by the Engineer.
4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar
and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and
Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises
to contradict the test values of materials, the Agency and the Contractor will initiate an immediate
and cooperative investigation. Test values of materials are results of the materials’ tests, as
defined by these Specifications or by the special provisions, required to accept the Work. Credible
evidence is process observations or test values gathered using industry accepted practices. A
contradiction exists whenever test values or process observations of the same or similar materials
are diverse enough such that the work acceptance or performance becomes suspect. The
investigation shall allow access to all test results, procedures, and facilities relevant to the
disputed work and consider all available information and, when necessary, gather new and
additional information in an attempt to determine the validity, the cause, and if necessary, the
remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism
acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved
and the cooperative investigation concluded. Whenever the cooperative investigation is unable to
reach resolution, the investigation may then either conclude without resolution or continue by
written notification of one party to the other requesting the implementation of a resolution process
by committee. The continuance of the investigation shall be contingent upon recipient’s
agreement and acknowledged in writing within 3 calendar days after receiving a request. Without
acknowledgement, the investigation shall conclude without resolution. The committee shall
consist of three State of California Registered Civil Engineers. Within 7 calendar days after the
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written request notification, the Agency and the Contractor will each select one engineer. Within
14 calendar days of the written request notification, the two selected engineers will select a third
engineer. The goal in selection of the third member is to complement the professional experience
of the first two engineers. Should the two engineers fail to select the third engineer, the Agency
and the Contractor shall each propose 2 engineers to be the third member within 21 calendar
days after the written request notification. The first two engineers previously selected shall then
select one of the four proposed engineers in a blind draw. The committee shall be a continuance
of the cooperative investigation and will re-consider all available information and if necessary,
gather new and additional information to determine the validity, the cause, and if necessary, the
remedy to the contradiction. The committee will focus upon the performance adequacy of the
material(s) using standard engineering principles and practices and to ensure public value, the
committee may provide engineering recommendations as necessary. Unless otherwise agreed,
the committee will have 30 calendar days from its formation to complete their review and submit
their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped
and signed. Should the final resolution not be unanimous, the dissenter may attach a written,
stamped, and signed minority opinion. Once started, the resolution process by committee shall
continue to full conclusion unless:
1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an
acceptable resolution mechanism; or
2. Within 14 days of the formation of the committee, the initiating party withdraws its written
notification and agrees to bear all investigative related costs thus far incurred; or
3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise
agreed, the Contractor shall bear and maintain a record for all the investigative costs until
resolution. Should the investigation discover assignable causes for the contradiction, the
assignable party, the Agency or the Contractor, shall bear all costs associated with the
investigation. Should assignable causes for the contradiction extended to both parties, the
investigation will assign costs cooperatively with each party or when necessary, equally.
Should the investigation substantiate a contradiction without assignable cause, the
investigation will assign costs cooperatively with each party or when necessary, equally.
Should the investigation be unable to substantiate a contradiction, the initiator of the
investigation shall bear all investigative costs. All claim notification requirements of the
contract pertaining to the contradiction shall be suspended until the investigation is
concluded.
4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall
order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality
received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose
excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the
work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of
lading that shall clearly state for each delivery: the name of the Contractor as consignee, the
project name and number, address of delivery and name of consignor and a description of the
material(s) shipped. Prior to storage of any materials which have been shipped to or by the
Contractor to any location within the Agency’s boundaries the Contractor shall provide the
Engineer a copy of lease agreements for each property where such materials are stored. The
lease agreement shall clearly state the term of the lease, the description of materials allowed to
be stored and shall provide for the removal of the materials and restoration of the storage site
within the time allowed for the Work. All such storage shall conform to all laws and ordinances
that may pertain to the materials stored and to preparation of the storage site and the location of
the site on which the materials are stored. Loss, damage or deterioration of all stored materials
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shall be the Contractor’s responsibility. Conformance to the requirements of this section, both
within and outside the limits of work are a part of the Work. The Engineer shall have the right to
verify the suitability of materials and their proper storage at any time during the Work.
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SECTION 5 – UTILITIES
5-1 LOCATION. The Agency and affected utility companies have, by a search of known
records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits
of the work. However, the accuracy and/or completeness of the nature, size and/or location of
utilities indicated on the Plans is not guaranteed.
Where underground main distribution conduits such as water, gas, sewer, electric power,
telephone, or cable television are shown on the Plans, the Contractor shall assume that every
property parcel will be served by a service connection for each type of utility.
As provided in Section 4216 of the California Government Code, at least 2 working days prior to
commencing any excavation, the Contractor shall contact the regional notification center
(Underground Service Alert of Southern California) and obtain an inquiry identification number.
The California Department of Transportation is not required by Section 4216 to become a member
of the regional notification center. The Contractor shall contact it for location of its subsurface
installations.
The Contractor shall determine the location and depth of all utilities, including service connections,
which have been marked by the respective owners and which may affect or be affected by its
operations. If no pay item is provided in the Contract for this work, full compensation for such work
shall be considered as included in the prices bid for other items of work.
5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the
support of any utility without authority from the owner or order from the Agency. All valves,
switches, vaults, and meters shall be maintained readily accessible for emergency shutoff.
Where protection is required to ensure support of utilities located as shown on the Plans or in
accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place
the necessary protection at its expense.
Upon learning of the existence and location of any utility omitted from or shown incorrectly on the
Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the
Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3.
The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed
or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged
if located as noted in Section 5-1.
When placing concrete around or contiguous to any non-metallic utility installation, the Contractor
shall at its expense:
1. Furnish and install a 2-inch cushion of expansion joint material or other similar resilient
material; or
2. Provide a sleeve or other opening which will result in a 2-inch minimum-clear annular
space between the concrete and the utility; or
3. Provide other acceptable means to prevent embedment in or bonding to the concrete.
Where concrete is used for backfill, or for structures which would result in embedment, or partial
embedment, of a metallic utility installation; or where the coating, bedding or other cathodic
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protection system is exposed or damaged by the Contractor’s operations, the Contractor shall
notify the Engineer and arrange to secure the advice of the affected utility owner regarding the
procedures required to maintain or restore the integrity of the system.
5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering
portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to
be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from
the Agency whether the abandonment is complete, and the costs involved in the removal and
disposal shall be included in the Bid for the items of work necessitating such removals.
5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected
by the Work will complete their necessary installations, relocations, repairs, or replacements
before commencement of work by the Contractor. When the Plans or Specifications indicate that
a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct
all negotiations with the owners and work will be done at no cost to the Contractor, except for
manhole frame and cover sets to be brought to grade as provided in the Standard Specifications
for Public Works Construction, Section 301-1.6, 2012 Edition, and the supplements thereto.
Utilities which are relocated in order to avoid interference shall be protected in their position and
the cost of such protection shall be included in the Bid for the items of work necessitating such
relocation.
After award of the Contract, portions of utilities which are found to interfere with the Work will be
relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work
to avoid interference. Such changes will be paid for in accordance with Section 3-2.
When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a
utility, all costs for such work shall be included in the Bid for the items of work necessitating such
work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for
its convenience shall be its responsibility and it shall make all arrangements and bear all costs.
The utility owner will relocate service connections as necessary within the limits of the Work or
within temporary construction or slope easements. When directed by the Engineer, the Contractor
shall arrange for the relocation of service connections as necessary between the meter and
property line, or between a meter and the limits of temporary construction or slope easements.
The relocation of such service connections will be paid for in accordance with provisions of
Section 3-3. Payment will include the restoration of all existing improvements which may be
affected thereby. The Contractor may agree with the owner of any utility to disconnect and
reconnect interfering service connections. The Agency will not be involved in any such agreement.
In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and
companies. Prior to the installation of any and all utility structures within the limits of work by any
utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter
that is a part of the work and adjacent to the location where such utility structures are shown on
the plans and are noted as being located, relocated or are otherwise shown as installed by others.
In order to minimize delays to the Contractor caused by the failure of other parties to relocate
utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be
permitted to temporarily omit the portion of work affected by the utility. If such temporary omission
is approved by the Engineer the Contractor shall place survey or other physical control markers
sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company.
Such temporary omission shall be for the Contractor’s convenience and no additional
compensation will be allowed therefore or for additional work, materials or delay associated with
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the temporary omission. The portion thus omitted shall be constructed by the Contractor
immediately following the relocation of the utility involved unless otherwise directed by the
Engineer.
5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as
it affects the protection, removal, or relocation of utilities. Said notification shall be included as a
part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer
in writing of any subsequent changes in the construction schedule which will affect the time
available for protection, removal, or relocation of utilities.
The Contractor will not be entitled to damages or additional payment for delays attributable to
utility relocations or alterations if correctly located, noted, and completed in accordance with
Section 5-1.
The Contractor may be given an extension of time for unforeseen delays attributable to
unreasonably protracted interference by utilities in performing work correctly shown on the Plans.
The Agency will assume responsibility for the timely removal, relocation, or protection of existing
main or trunkline utility facilities within the area affected by the Work if such utilities are not
identified in the Contract Documents. The Contractor will not be assessed liquidated damages for
any delay caused by failure of Agency to provide for the timely removal, relocation, or protection
of such existing facilities.
If the Contractor sustains loss due to delays attributable to interferences, relocations, or
alterations not covered by Section 5-1, which could not have been avoided by the judicious
handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the
Engineer may find to be fair and reasonable compensation for such part of the Contractor’s actual
loss as was unavoidable and the Contractor may be granted an extension of time.
5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to
permit access to the Work site and provide time for utility work to be accomplished during the
progress of the Work.
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SECTION 6 – PROSECUTION, PROGRESS
AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise
provided herein and unless otherwise prohibited by permits from other agencies as may be
required by law the Contractor shall begin work within seven (7) calendar days after receipt of the
"Notice to Proceed".
6-1.1 Preconstruction Meeting. After, or upon, notification of contract award, the Engineer will
set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s
management personnel responsible for the management, administration, and execution of the
project is mandatory for the meeting to be convened. Failure of the Contractor to have the
Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for
default by Contractor per Section 6-4. No separate payment will be made for the Contractor’s
attendance at the meeting. The notice to proceed will only be issued on or after the completion of
the Preconstruction Meeting.
A technical representative for the Warm Mix Asphalt (WMA) additive technology must attend the
Preconstruction Meeting should WMA be used.
6-1.1.1 Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline
Construction Schedule per the submittal requirements of Section 2-5.3. The submittal of the
Baseline Construction Schedule shall include each item and element of Sections 6-1.2 through
6-1.2.9 and shall be on hard (paper) copy and electronic media conforming to Section 6-1.3.3
Electronic Media.
6-1.2 Preparation and Review of the Baseline Construction Schedule. The Contractor shall
prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the
precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall
depict a workable plan showing the sequence, duration, and interdependence of all activities
required to represent the complete performance of all project work as well as periods where work
is precluded. The Baseline Construction Schedule shall begin with the projected date of issuance
of the notice to proceed and conclude with the date of final completion per the contract duration.
The Baseline Construction Schedule shall include detail of all project phasing, staging, and
sequencing, including all milestones necessary to define beginning and ending of each phase or
stage.
6-1.2.1 Time-Scaled Network Diagram. As a part of the Baseline Construction Schedule the
Contractor shall prepare and submit to the Engineer a complete time-scaled network diagram
showing all of the activities, logic relationships, and milestones comprising the schedule.
6-1.2.2 Tabular Listing. As a part of the Baseline Construction Schedule the Contractor shall
prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity
the identification number, the description, the duration, the early start, the early finish, the late
start, the late finish, the total float, and all predecessor and successor activities for the activity
described.
6-1.2.3 Bar Chart. As a part of the Baseline Construction Schedule the Contractor shall prepare
and submit to the Engineer a chart showing individual tasks and their durations arranged with the
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tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing
texture patterns or distinctive line types to show the critical path.
6-1.2.5 Schedule Activities. Except for submittal activities, activity durations shall not be shorter
than 1 working day nor longer than 15 working days, unless specifically and individually allowed
by the Engineer. The Baseline Construction Schedule shall include between 100 and 500
activities, including submittals, interfaces between utility companies and other agencies, project
milestones and equipment and material deliveries. The number of activities will be sufficient, in
the judgment of the Engineer, to communicate the Contractor’s plan for project execution, to
accurately describe the project work, and to allow monitoring and evaluation of progress and of
time impacts. Each activity’s description shall accurately define the work planned for the activity
and each activity shall have recognizable beginning and end points.
6-1.2.6 Float. Float or slack time within the schedule is available without charge or compensation
to whatever party or contingency first exhausts it.
6-1.2.7 Restraints to Activities. Any submittals, utility interfaces, or any furnishing of Agency
supplied materials, equipment, or services, which may impact any activity’s construction shall be
shown as a restraint to those activities. Time periods to accommodate the review and correction
of submittals shall be included in the schedule.
6-1.2.8 Late Completion. A Baseline Construction Schedule showing a project duration longer
than the specified contract duration will not be acceptable and will be grounds for determination
of default by Contractor, per Section 6-4.
6-1.2.9 Early Completion. The Baseline Construction Schedule will show the Contractor’s plan
to support and maintain the project for the entire contractual time span of the project. Should the
Contractor propose a project duration shorter than contract duration, a complete Baseline
Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance
with all schedule requirements of Section 6-1. The Engineer may choose to accept the
Contractor’s proposal of a project duration shorter than the duration specified; provided the
Agency is satisfied the shortened Baseline Construction Schedule is reasonable and the Agency
and all other entities, public and private, which interface with the project are able to support the
provisions of the shortened Baseline Construction Schedule. The Agency’s acceptance of a
shortened duration project will be confirmed through the execution of a contract change order
revising the project duration and implementing all contractual requirements including liquidated
damages in accordance with the revised duration.
6-1.2.10 Engineer’s Review. The Construction Schedule is subject to the review of the Engineer.
The Engineer’s determination that the Baseline Construction Schedule proposed by the
Contractor complies with the requirements of these supplemental provisions shall be a condition
precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that
the Construction Schedule does not meet the requirements of these specifications the Contractor
shall correct the Construction Schedule to meet these specifications and resubmit it to the
Engineer. Failure of the Contractor to obtain the Engineer’s determination that the initial
Construction Schedule proposed by the Contractor complies with the requirements of these
supplemental provisions within thirty (30) working days after the date of the Preconstruction
Meeting shall be grounds for termination of the contract per Section 6-4. Days used by the
Engineer to review the initial Construction Schedule will not be included in the 30 working days.
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The Engineer will review and return to the Contractor, with any comments, the Baseline
Construction Schedule within 15 working days of submittal. The Baseline Construction Schedule
will be returned marked as per Sections 6-1.2.10.1 through 6-1.2.10.3.
6-1.2.10.1 “Accepted.” The Contractor may proceed with the project work upon issuance of the
Notice to Proceed and will receive payment for the schedule in accordance with Section 6-1.8.1.
6-1.2.10.2 “Accepted with Comments.” The Contractor may proceed with the project work upon
issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the
comments prior to receipt of payment per Section 6-1.8.1.
6-1.2.10.3 “Not Accepted.” The Contractor must resubmit the schedule incorporating the
corrections and changes of the comments prior to receipt of payment per Section 6-1.8.1. The
Notice to Proceed will not be issued by the Engineer if the changes of the comments are not
submitted as required hereinbefore and marked “Accepted” or “Accepted with Comments” by the
Engineer. The Contractor, at the sole option of the Engineer, may be considered as having
defaulted the contract under the provisions of Section 6-4 DEFAULT BY CONTRACTOR if the
changes of the comments are not submitted as required hereinbefore and marked “Accepted” by
the Engineer.
6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the
Engineer during the last week of each month to agree upon each activity’s schedule status and
shall submit monthly updates of the Baseline Construction Schedule confirming the agreements
no later than the fifth working day of the following month. The monthly update will be submitted
on hard (paper) copy and electronic media conforming to Section 6-1.3.3 Electronic Media per
the submittal requirements of Section 2-5.3 and will include each item and element of Sections 6-
1.2 through 6-1.2.9 and 6-1.3.1 through 6-1.3.7.
6-1.3.1 Actual Activity Dates. The actual dates each activity was started and/or completed
during the month. After first reporting an actual date, the Contractor shall not change that actual
date in later updates without specific notification to the Engineer with the update.
6-1.3.2 Activity Percent Complete. For each activity underway at the end of the month, the
Contractor shall report the percentage determined by the Engineer as complete for the activity.
6-1.3.3 Electronic Media. The schedule data disk shall be a CD-ROM, labeled with the project
name and number, the Contractor’s name and the date of preparation of the schedule data disk.
The schedule data disk shall be readable by the software specified in Section 6-1.2.4 “Schedule
Software” and shall be free of file locking, encryption or any other protocol that would impede full
access of all data stored on it.
6-1.3.4 List of Changes. A list of all changes made to the activities or to the interconnecting logic,
with an explanation for each change.
6-1.3.5 Change Orders. Each monthly update will include the addition of the network revisions
reflecting the change orders approved in the previous month. The network revisions will be as
agreed upon during the review and acceptance of the Contractor’s change orders.
6-1.3.6 Bar Chart. Each monthly update will include a chart showing individual tasks and their
durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar
chart shall use differing texture patterns or distinctive line types to show the critical path.
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6-1.4 Engineer’s Review of Updated Construction Schedule. The Engineer will review and
return the Updated Construction Schedule to the Contractor, with any comments, within 5 working
days of submittal. The Updated Construction Schedule will be returned marked as per Sections
6-1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked “Accepted with Comments”
or “Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon
resubmittal the Engineer will review and return the resubmitted Updated Construction Schedule
to the Contractor, with any comments, within 5 working days. Failure of the Contractor to submit
a monthly updated construction schedule will invoke the same consequences as the Engineer
returning a monthly updated construction schedule marked “Not Accepted”.
6-1.4.1 “Accepted.” The Contractor may proceed with the project work and will receive payment
for the schedule in accordance with Section 6-1.8.2.
6-1.4.2 “Accepted with Comments.” The Contractor may proceed with the project work. The
Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the
corrections and changes noted in the Engineer’s comments prior to receipt of payment per
Section 6-1.8.2.
6-1.4.3 “Not Accepted.” The Contractor must resubmit the Updated Construction Schedule to
the Engineer incorporating the corrections and changes noted in the Engineer’s comments prior
to receipt of payment per Section 6-1.8.2. The Contractor, at the sole option of the Engineer, may
be considered as having defaulted the contract under the provisions of Section 6-4 DEFAULT BY
CONTRACTOR if the changes of the comments are not submitted and marked “Accepted” by the
Engineer before the last day of the month in which the Updated Construction Schedule is due. If
the Contractor fails to submit the corrected Updated Construction Schedule as required herein
the Contractor may elect to proceed with the project at its own risk. Should the Contractor elect
not to proceed with the project, any resulting delay, impact, or disruption to the project will be the
Contractor’s responsibility.
6-1.5 Late Completion or Milestone Dates. Should the Schedule Update indicate a completion
or contractually required milestone date later than the properly adjusted contract or milestone
duration, the Agency may withhold Liquidated Damages for the number of days late. Should a
subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated
portion of the previously held Liquidated Damages shall be released in the monthly payment to
the Contractor immediately following the “Accepted” schedule.
6-1.6 Interim Revisions. Should the actual or projected progress of the work become
substantially different from that depicted in the Project Schedule, independently of and prior to the
next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a
list and explanation of each change made to the schedule. The Revised Construction Schedule
will be submitted per the submittal requirements of Section 2-5.3 and per the schedule review and
acceptance requirements of Section 6-1, including but not limited to the acceptance and payment
provisions. As used in this section “substantially different” means a time variance greater than 5
percent of the number of days of duration for the project.
6-1.7 Final Schedule Update. The Contractor shall prepare and submit a final schedule update
when one hundred percent of the construction work is completed. The Contractor’s Final
Schedule Update must accurately represent the actual dates for all activities. The final schedule
update shall be prepared and reviewed per Sections 6-1.3 Preparation of Schedule Updates and
Revisions and 6-1. 4 Engineer’s Review of Updated Construction Schedule. Acceptance of the
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final schedule update is required for completion of the project and release of any and all funds
retained per Section 9-3.2.
6-1.8 Measurement and Payment of Construction Schedule. The Contractor’s preparation,
revision and maintenance of the Construction Schedule are incidental to the work and no separate
payment will be made therefore.
6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and
to restore street and other work areas to their original condition and state of usefulness as soon
as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer
determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor
shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of
prosecuting the Work as described herein shall be included in the Contractor’s Bid. Should the
Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the
Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said
steps.
As soon as possible under the provisions of the Specifications, the Contractor shall backfill all
excavations and restore to usefulness all improvements existing prior to the start of the Work.
If Work is suspended through no fault of the Agency, all expenses and losses incurred by the
Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to
properly provide for public safety, traffic, and protection of the Work during periods of suspension,
the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such
actions will not relieve the Contractor from liability.
6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and
materials, and performing all operations necessary to complete the Project Work as shown on the
Project Plans and as specified in the Specifications.
6-2.3 Project Meetings. The Engineer will establish the time and location of Project Meetings
whenever necessary. The Contractor’s Representative shall attend each Project Meeting. The
Project Representative shall be the individual determined under Section 7-6, “The Contractor’s
Representative”. No separate payment for attendance of the Contractor, the Contractor’s
Representative or any other employee or subcontractor or subcontractor’s employee at these
meetings will be made.
6-3 SUSPENSION OF WORK.
6-3.1 General. The Work may be suspended in whole or in part when determined by the
Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall
comply immediately with any written order of the Engineer. Such suspension shall be without
liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3.
6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of
archaeological or paleontological interest, the Contractor shall immediately cease excavation in
the area of discovery and shall not continue until ordered by the Engineer. When resumed,
excavation operations within the area of discovery shall be as directed by the Engineer.
Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone
implements or other artifacts, animal bones, human bones, and fossils.
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The Contractor shall be entitled to an extension of time and compensation in accordance with the
provisions of Section 6-6.
6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and
equipment, to commence the Work within the time specified, to maintain the rate of delivery of
material, to execute the Work in the manner and at such locations as specified, or fails to maintain
the Work schedule which will insure the Agency’s interest, or, if the Contractor is not carrying out
the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety
on its Faithful Performance Bond demanding satisfactory compliance with the Contract.
The Contract may be canceled by the Board without liability for damage, when in the Board’s
opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or
subcontracted any part of the Work without the Board’s consent. In the event of such cancellation,
the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums
bid and the quantity of the Work completed at the time of cancellation, less damages caused to
the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed
to have waived any and all claims for damages because of cancellation of Contract for any such
reason. If the Agency declares the Contract canceled for any of the above reasons, written notice
to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume
control and perform the Work as successor to the Contractor.
If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for
that part and shall be paid by the Agency for all work performed by it in accordance with the
Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of
its default shall be payable to the Surety as the Work progresses, subject to the terms of the
Contract.
If the Surety does not assume control and perform the Work within 5 days after receiving notice
of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the
premises. The Agency may then take possession of all material and equipment and complete the
Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination
of such methods. In any event, the cost of completing the Work shall be charged against the
Contractor and its Surety and may be deducted from any money due or becoming due from the
Agency. If the sums due under the Contract are insufficient for completion, the Contractor or
Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums
due.
The provisions of this section shall be in addition to all other rights and remedies available to the
Agency under law.
6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own
discretion or when conditions encountered during the Work make it impossible or impracticable
to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by
law, or by official action of a public authority.
6-6 DELAYS AND EXTENSIONS OF TIME.
6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor,
such delays will entitle the Contractor to an extension of time as provided herein, but the
Contractor will not be entitled to damages or additional payment due to such delays, except as
provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor
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disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work,
inability to obtain materials, labor or equipment, required extra work, or other specific events as
may be further described in the Specifications.
No extension of time will be granted for a delay caused by the Contractor’s inability to obtain
materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be
provided in a timely manner in accordance with the sequence of the Contractor’s operations and
the approved construction schedule.
If delays beyond the Contractor’s control are caused by events other than those mentioned above,
the Engineer may deem an extension of time to be in the best interests of the Agency. The
Contractor will not be entitled to damages or additional payment due to such delays, except as
provided in Section 6-6.3.
If delays beyond the Contractor’s control are caused solely by action or inaction by the Agency,
such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2.
6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of
delays to the Work. They will not be granted for noncontrolling delays to minor portions of the
Work unless it can be shown that such delays did or will delay the progress of the Work.
6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages
incurred due to delays for which the Agency is responsible. Such actual costs will be determined
by the Engineer. The Agency will not be liable for damages which the Contractor could have
avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The
determination of what damages the Contractor could have avoided will be made by the Engineer.
6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer
within two hours of the beginning of any period that the Contractor has placed any workers or
equipment on standby for any reason that the Contractor has determined to be caused by the
Agency or by any organization that the Agency may otherwise be obligated by. The Contractor
shall provide continuing daily written notice to the Engineer, each working day, throughout the
duration of such period of delay. The initial and continuing written notices shall include the
classification of each workman and supervisor and the make and model of each piece of
equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of
the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay
by reasonable means. Should the Contractor fail to provide the notice(s) required by this section
the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore.
6-7 TIME OF COMPLETION.
6-7.1 General. Placement of slurry seal shall not begin before April 1, 2023 unless Contractor
receives written approval from the Engineer. Contractor’s bid costs for placement of slurry seal
must remain firm from the bid opening date through completion of the Project, excluding increases
for work that would otherwise qualify as a Changed Condition (Section 3-4) or Change Order
unrelated to the April 1, 2023 date restriction on which placement of slurry seal may occur on the
Project. The Contractor shall complete the Work within the time set forth in the Contract. The
Contractor shall complete each portion of the Work within such time as set forth in the Contract
for such portion. Working days shall include all Work associated with the project, including the
submittals review period and final punch list process. The time of completion of the Contract shall
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be expressed working days. The Contractor shall diligently prosecute the work to completion
within seventy (80) working days after the starting date specified in the Notice to Proceed.
6-7.2 Working Day. A working day is any day within the period between the start of the Contract
time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by
the Engineer for all work provided for in the Contract, whichever occurs first, other than:
1. Saturday,
2. Sunday,
3. any day designated as a holiday by the Agency,
4. any other day designated as a holiday in a Master Labor Agreement entered into by the
Contractor or on behalf of the Contractor as an eligible member of a contractor association,
5. any day the Contractor is prevented from working at the beginning of the workday for
cause as defined in Section 6-6.1,
6. any day the Contractor is prevented from working during the first 5 hours with at least 60
percent of the normal work force for cause as defined in Section 6-6.1.
Work on arterial streets, which would include all streets as a part of this project, shall be limited
to between the hours of 8:30 a.m. and 4:30 p.m. on Monday through Friday, excluding Agency
holidays. Work on any road that has a school on it shall occur on Saturdays. Work within Caltrans
Right-of-Way shall occur at night between 9:00 p.m. and 5:00 a.m. unless modified and approved
by Caltrans via the Encroachment Permit. The Contractor shall obtain the written approval of the
Engineer if the Contractor desires to work outside said hours, night work, or at any time during
weekends and/or holidays. This written permission must be obtained at least 48 hours prior to
such work. The Engineer may approve work outside the hours and/or days stated herein when,
in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests
of the Agency. The Contractor shall pay the inspection costs of such work. The Contractor shall
submit a schedule including a daily work plan to the Engineer reflecting the specified working
hours and approved traffic control plan. If the Contractor proposes to perform any night work, no
additional compensation will be provided.
The Contractor shall incorporate the dates, areas and types of work prohibited in this section in
the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid
prices or adjustment of contract time of completion will be allowed as a consequence of the
prohibition of work being performed within the dates, areas and/or types of work prohibited in this
section.
6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each
working day to be charged against the Contract time. These determinations will be discussed and
the Contractor will be furnished a periodic statement showing allowable number of working days
of Contract time, as adjusted, at the beginning of the reporting period. The statement will also
indicate the number of working days charged during the reporting period and the number of
working days of Contract time remaining. If the Contractor does not agree with the statement, it
shall file a written protest within 15 days after receipt, setting forth the facts of the protest.
Otherwise, the statement will be deemed to have been accepted.
6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the
Engineer for acceptance upon receipt of the Contractor’s written assertion that the Work has been
completed.
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The Engineer will not accept the Work or any portion of the Work before all of the Work is
completed and all outstanding deficiencies that may exist are corrected by the Contractor and the
Engineer is satisfied that all the materials and workmanship, and all other features of the Work,
meet the requirements of all of the specifications for the Work. Use, temporary, interim or
permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the
Engineer’s judgment, the Work has been completed and is ready for acceptance the Engineer
will so certify to the Board. Upon such certification by the Engineer the Board may accept the
completed Work. Upon the Board’s acceptance of the Work the Engineer will cause a “Notice of
Completion” to be filed in the office of the San Diego County Recorder. The date of recordation
shall be the date of completion of the Work.
All work shall be warranted for one (1) year after recordation of the "Notice of Completion" and
any faulty work or materials discovered during the warranty period shall be repaired or replaced
by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be
retained as a warranty bond for the one year warranty period. The Contractor shall replace or
repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from
the Engineer, and within the time specified in the notice. If the Contractor fails to make such
replacement or repairs within the time specified in the notice, the Agency may perform this work
and the Contractor’s sureties shall be liable for the cost thereof.
6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time
allowed will result in damages being sustained by the Agency. For each consecutive calendar day
in excess of the time specified for completion of Work, as adjusted in accordance with Section 6-
6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of one thousand
two hundred and fifty dollars ($1,250). Such sum is liquidated damages and shall not be construed
as a penalty and may be deducted from payments due the Contractor if such delay occurs.
Execution of the Contract shall constitute agreement by the Agency and Contractor that one
thousand two hundred and fifty dollars ($1,250) per day is the minimum value of costs and actual
damaged caused by the Contractor to complete the Work within the allotted time. Any progress
payments made after the specified completion date shall not constitute a waiver of this paragraph
or of any damages.
With respect to the public right-of-way, failure of the Contractor to restore and open all travel lanes
within designated working hours shall result in damages being sustained by the Agency. For every
15-minute increment (or portion of time thereof) beyond the hours of work stated in the Contract
Documents or superseded by the approved traffic control plans, the Contractor shall pay to the
Agency, or have monies due to it, the sum of one thousand two hundred and fifty dollars ($1,250).
Such sum is liquidated damages and shall not be construed as a penalty and will be deducted
from monthly progress payments due the Contractor if such delay occurs.
6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to
take over and utilize all or part of any completed facility or appurtenance. The Contractor will be
notified in writing in advance of such action. Such action by the Agency will relieve the Contractor
of responsibility for injury or damage to said completed portions of the improvement resulting from
use by public traffic or from the action of the elements or from any other cause, except Contractor
operations or negligence. The Contractor will not be required to reclean such portions of the
improvement before field acceptance, except for cleanup made necessary by its operations.
Nothing in this section shall be construed as relieving the Contractor from full responsibility for
correcting defective work or materials.
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In the event the Agency exercises its right to place into service and utilize all or part of any
completed facility or appurtenance, the Agency will assume the responsibility and liability for injury
to persons or property resulting from the utilization of the facility or appurtenance so placed into
service, except for any such injury to persons or property caused by any willful or negligent act or
omission by the Contractor, Subcontractor, their officers, employees, or agents.
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SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR
7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. The Contractor shall furnish and
maintain in good condition all equipment and facilities as required for the proper execution and
inspection of the Work. Such equipment and facilities shall meet all requirements of applicable
ordinances and laws.
7-2 LABOR.
7-2.1 General. Only competent workers shall be employed on the Work. Any person employed
who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable,
or who fails or refuses to perform work properly and acceptably, shall be immediately removed
from the Work by the Contractor and not be reemployed on the Work.
7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with
applicable provisions of the Labor Code and Federal, State, and local laws related to labor.
The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum
wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and
nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall
forfeit to the Agency the penalties prescribed in the Labor Code for violations.
In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing
wage rates for the types of work to be done under the Contract. The Contractor shall not pay less
than these rates.
Each worker shall be paid subsistence and travel as required by the collective bargaining
agreement on file with the State of California Department of Industrial Relations.
The Contractor’s attention is directed to Section 1776 of the Labor Code which imposes
responsibility upon the Contractor for the maintenance, certification, and availability for inspection
of such records for all persons employed by the Contractor or Subcontractor in connection with
the project. The Contractor shall agree through the Contract to comply with this Section and the
remaining provisions of the Labor Code.
7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the
Public Works Contract.
The cost of this insurance shall be included in the Contractor’s Bid.
7-4 WORKERS’ COMPENSATION INSURANCE. Before execution of the Contract by the
Board, the Contractor shall file with the Engineer the following signed certification:
“I am aware of the provisions of Section 3700 of the Labor Code which require
every employer to be insured against liability for workers’ compensation or to
undertake self-insurance in accordance with the provisions of that code, and I will
comply with such provisions before commencing the performance of the work of
this contract.”
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The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for,
and maintaining in full force and effect for the duration of the contract, complete Workers’
Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before
execution of the Contract. The Agency, its officers, or employees, will not be responsible for any
claims in law or equity occasioned by failure of the Contractor to comply with this paragraph.
All compensation insurance policies shall bear an endorsement or shall have attached a rider
whereby it is provided that, in the event of expiration or proposed cancellation of such policies for
any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days
before expiration or cancellation is effective.
All insurance is to be placed with insurers that are admitted and authorized to conduct business
in the state of California and are listed in the official publication of the Department of Insurance of
the State of California. Policies issued by the State Compensation Fund meet the requirement for
workers' compensation insurance.
7-5 PERMITS. Except as specified herein, the Contractor will obtain, at no cost to the
Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits
necessary to perform work for this contract on Agency property, streets, or other rights-of-way.
For work within the City of Encinitas (e.g., along La Costa Ave.), the Contractor will be required
to pay for and obtain all necessary permits from the City of Encinitas for construction
improvements in their jurisdiction at no cost to the City of Carlsbad (see Appendix A). For work
within Caltrans Right-of-Way, Contractor will be required to obtain all necessary permits for
construction improvements identified in Schedule B. Contractor shall not begin work until all
permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for
the disposal of all materials removed from the project. The cost of said permit(s) shall be included
in the price bid for the appropriate bid item and no additional compensation will be allowed
therefor. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its
operations such as, but not limited to, those permits required for night work, overload, blasting,
and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work
or made necessary by its operations, and pay all costs incurred by the permit requirements.
The Contractor shall pay all business taxes or license fees that are required for the work.
7-5.1 Resource Agency Permits. No Resource agency permits are required for the work.
7-6 THE CONTRACTOR’S REPRESENTATIVE. Before starting work, the Contractor shall
designate in writing a representative who shall have complete authority to act for it. An alternative
representative may be designated as well. The representative or alternate shall be present at the
Work site whenever work is in progress or whenever actions of the elements necessitate its
presence to take measures necessary to protect the Work, persons, or property. Any order or
communication given to this representative shall be deemed delivered to the Contractor. A joint
venture shall designate only one representative and alternate. In the absence of the Contractor
or its representative, instructions or directions may be given by the Engineer to the superintendent
or person in charge of the specific work to which the order applies. Such order shall be complied
with promptly and referred to the Contractor or its representative.
In order to communicate with the Agency, the Contractor’s representative, superintendent, or
person in charge of specific work shall be able to speak, read, and write the English language.
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7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for
ascertaining the nature and extent of any simultaneous, collateral, and essential work by others.
The Agency, its workers and contractors and others, shall have the right to operate within or
adjacent to the Work site during the performance of such work.
The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate
their operations and cooperate to minimize interference.
The Contractor shall include in its Bid all costs involved as a result of coordinating its work with
others. The Contractor will not be entitled to additional compensation from the Agency for
damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid
or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of
the Work.
Should the Contractor be delayed by the Agency, and such delay could not have been reasonably
foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the
effect on the project, and any extension of time.
7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility
companies during the relocation or construction of their lines. The Contractor may be granted a
time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No
additional compensation will be made to the Contractor for any such delay.
7-8 PROJECT SITE MAINTENANCE.
7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension
of work, and until the final acceptance, the Contractor shall keep the site clean and free from
rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and
sprinkling with water, or other means as necessary. The use of water resulting in mud on public
streets will not be permitted as a substitute for sweeping or other methods.
Starting the day after the application of the slurry seal, the contractor shall sweep the slurry-sealed
streets for three (3) consecutive days using a self-loading motor sweeper with spray nozzles. One
week later, contractor shall sweep the slurry-sealed streets once per week for two weeks. The
Engineer has the authority to require more sweeping than specified herein. All sweeping costs
shall be included in the Contractor’s Bid.
Materials and equipment shall be removed from the site as soon as they are no longer necessary.
Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish
so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in
the Contractor’s Bid.
Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed
immediately and the area cleaned.
Excess excavation material from catch basins or similar structures shall be removed from the site
immediately. Sufficient material may remain for use as backfill if permitted by the Specifications.
Forms and form lumber shall be removed from the site as soon as practicable after stripping.
Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to
suspend work until the condition is corrected. No additional compensation will be allowed as a
result of such suspension.
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Cleanup and dust control required herein shall also be executed on weekends and other
non-working days when needed to preserve the health safety or welfare of the public. The
Contractor shall conduct effective cleanup and dust control throughout the duration of the
Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her
sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup
and dust control shall be considered incidental to the items of work that they are associated with
and no additional payment will be made therefor.
7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air
contaminants into the atmosphere in such quantity as will violate the regulations of any legally
constituted authority.
7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the
Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall
be arranged and paid for by the Contractor as part of the Work within the Contract time and shall
be performed by a licensed exterminator in accordance with requirements of governing
authorities. The Contractor shall be liable for injury to persons or property and responsible for the
elimination of offensive odors resulting from extermination operations.
7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of
employees engaged in the Work. These accommodations shall be maintained in a neat and
sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations
pertaining to public health and sanitation of dwellings and camps.
Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities,
sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage
shall not be permitted to flow in trenches or be covered by backfill.
7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and
remove all temporary light, power, and water at its own expense. These include piping, wiring,
lamps, and other equipment necessary for the Work. The Contractor shall not draw water from
any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency
concerned. The Contractor shall obtain a construction meter for water used for the construction,
plant establishment, maintenance, cleanup, testing and all other work requiring water related to
this contract. The Contractor shall contact the appropriate water agency for requirements. The
Contractor shall pay all costs of temporary light, power and water including hookup, service, meter
and any, and all, other charges, deposits and/or fees therefor. Said costs shall be considered
incidental to the items of work that they are associated with and no additional payment will be
made therefor.
7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to
protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule
operations so as to minimize or avoid muddying and silting of said channels, drains, and waters.
Water pollution control work shall consist of constructing those facilities which may be required to
provide prevention, control, and abatement of water pollution.
The Contractor shall comply with the California State Water Resources Control Board (SWRCB)
Order Number 99-08-DWQ, National Pollutant Discharge Elimination System (NPDES) General
Permit Number CAS000002, Waste Discharge Requirements (WDR’s) for Discharges of
Stormwater Runoff associated with Construction Activity (General Permit) and subsequent
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adopted modifications and with all requirements of the Storm Water Pollution Prevention and
Monitoring Plans for this project in accordance with these regulations.
7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work
areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic
concrete, or other acceptable material will be permitted when necessary. Such dams shall be
removed from the site as soon as their use is no longer necessary.
Temporary Drainage Inlet Protection:
Temporary drainage inlet protection shall be constructed, maintained, and removed at drainage
inlets as required downstream of the project boundaries and within the project limits. Temporary
drainage inlet protection shall be one of the water pollution control practices for sediment control.
Under no circumstances shall construction runoff enter the storm drain system without adequate
controls in place to capture and trap sediment. Throughout the duration of the project the
Contractor shall provide protection to meet the changing conditions around each drainage inlet.
Temporary drainage inlet protection shall be installed such that ponded runoff does not encroach
on the traveled way or overtop the curb. Gravel-filled bags shall be placed to control ponding and
prevent runoff from overtopping the curb. Temporary drainage inlet protection shall be maintained
to provide sediment holding capacity. Temporary drainage inlet protection shall be repaired or
replaced as needed. Sediment deposits, trash, and debris shall be removed and hauled away as
needed or when directed by the project inspector. Removed sediment shall be deposited within
the project limits so that the sediment is not subject to erosion by wind or by water. Trash and
debris shall be removed and hauled offsite. Gravel-filled bags shall be replaced when the bag
material ruptures or when the binding fails. Geotextile fabric shall be removed and replaced when
torn. The fabric shall also be replaced with clean fabric when odors from stagnant, ponded water
are present.
7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped
with mufflers in good repair when in use on the project with special attention to the City Noise
Control Ordinance, Carlsbad Municipal Code Chapter 8.48.
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor
shall be responsible for the protection of public and private property adjacent to the Work and
shall exercise due caution to avoid damage to such property.
The Contractor shall repair or replace all existing improvements within the right-of-way which are
not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility
installations, pavement, structures, etc.) which are damaged or removed as a result of its
operations. When a portion of a sprinkler system within the right-of-way must be removed, the
remaining lines shall be capped. Repairs and replacements shall be at least equal to existing
improvements and shall match them in finish and dimension.
Maintenance of street and traffic signal systems that are damaged, temporarily removed or
relocated shall be done in conformance with 307-1.5.
Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury.
If damaged or removed due to Contractor’s operations, they shall be restored or replaced in as
nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and
covered with suitable mulch.
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The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit
them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the
right-of-way which are designated for removal and would be destroyed because of the Work.
All costs to the Contractor for protecting, removing, and restoring existing improvements shall be
included in the Bid.
7-10 PUBLIC CONVENIENCE AND SAFETY.
7-10.1 Traffic and Access. The Contractor’s operations shall cause no unnecessary
inconvenience. The access rights of the public shall be considered at all times. Unless otherwise
authorized, traffic shall be permitted to pass through the Work as per an approved Traffic Control
Plan.
Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire
hydrants; commercial and industrial establishments; churches, schools and parking lots; service
stations and motels; hospitals; police and fire stations; and establishments of similar nature.
Access to these facilities shall be continuous and unobstructed unless otherwise approved by the
Engineer.
Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian
crossings of the Work at intervals not exceeding 90 m (300 feet), shall be maintained unless
otherwise approved by the Engineer.
Vehicular access to residential driveways shall be maintained to the property line except when
necessary construction precludes such access for reasonable periods of time. If backfill has been
completed to the extent that safe access may be provided, and the street is opened to local traffic,
the Contractor shall immediately clear the street and driveways and provide and maintain access.
The work shall be conducted by the Contractor in a manner to provide a satisfactory surface for
traffic.
The Contractor shall cooperate with the various parties involved in the delivery of mail and the
collection and removal of trash and garbage to maintain existing schedules for these services.
The Contractor shall schedule the work so as to prevent damage by all traffic, including but not
limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup.
The trash hauling schedule can be obtained by calling the City’s contracted waste disposal
company, Coast Waste Management at 760-929-9417.
During overlay operations, the Contractors schedule for overlay application shall be designated
to provide residents and business owners whose streets are to be overlaid sufficient paved
parking within an 800 feet distance from their homes or businesses.
Public Notification of Work:
See Section 302-4.4 “Public Convenience and Traffic Control” for details about the notification
letter to residences and businesses which is required to be mailed at least 2 weeks prior to the
work. In addition to the two-week notification letter, a 72-hr notification door hangar shall be given
to all residences and businesses on the affected streets at least 72 hours prior to resurfacing.
Seventy-two (72) hours prior to the start of any construction in the public right-of-way that affects
vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification
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of the impending disruption. For a full street closure, all residences and/or businesses on the
affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway
repairs, the residences and/or businesses directly affected by the work shall be notified.
The notification shall be hand delivered and shall state the date and time the work will begin and
its anticipated duration. The notification shall list two telephone numbers that may be called to
obtain additional information. One number shall be the Contractor’s permanent office or field office
and the other number shall be a 24-hour number answered by someone who is knowledgeable
about the project. At least one of the phone numbers shall be in the (760) area code. An answering
machine shall not be connected to either number. The notification shall also give a brief
description of the work and simple instructions to the home or business owner on what they need
to do to facilitate the construction. The Contractor shall submit the contents of the notification to
the Engineer for approval. Notices shall not be distributed until approved by the Engineer.
For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a
doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall
be brightly colored with contrasting printing. The material shall be equivalent in strength and
durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 points. An
example of such notice is provided in these Special Provisions.
In addition to the notifications, the contractor shall post no parking signs 72 hours in advance of
the work being performed. The no parking signs shall state the date and time of parking restriction
for a duration not to exceed the time necessary to complete the work at that location. Failure of
the contractor to meet the posted date requires re-posting the no parking signs 72 hours in
advance of the rescheduled work. If the work is delayed or rescheduled the no parking signs shall
be removed and re-posted 72 hours in advance of the rescheduled work.
The preparation, materials, printing and distribution of the notifications shall be included in the
contract price bid for traffic control and the Contractor will not be entitled to any additional
compensation for printing and distributing these notices.
The contractor shall replace all street markings and striping damaged by construction activities.
The Contractor shall include in its Bid all costs for the above requirements.
7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not
be stored in streets, roads, or highways for more than 5 days after unloading. All materials or
equipment not installed or used in construction within 5 days after unloading shall be stored
elsewhere by the Contractor at its expense unless authorized additional storage time.
Construction equipment shall not be stored at the Work site before its actual use on the Work nor
for more than 5 days after it is no longer needed. Time necessary for repair or assembly of
equipment may be authorized by the Engineer.
Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be
stored in public streets unless otherwise permitted. After placing backfill, all excess material shall
be removed immediately from the site.
The Contractor shall secure approval, in advance, from authorities concerned for the use of any
bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit,
with signs and posting conforming to current requirements covering “signs” as set forth in the
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Traffic Manual published by the California Department of Transportation. This manual shall also
apply to the street closures, barricades, detours, lights, and other safety devices required.
All costs involved shall be included in the Bid.
Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic
Control Devices latest edition (FHWA MUTCD as amended for use in California, latest version)
and these provisions. If any component in the traffic control system is damaged, displaced, or
ceases to operate or function as specified, from any cause, during the progress of the work, the
Contractor shall immediately repair said component to its original condition or replace said
component and shall restore the component to its original location. In the event that the
Contractor fails to install and/or maintain barricades or such other traffic signs, markings,
delineation or devices as may be required herein, the Engineer may, at his/her sole option, install
the traffic signs, markings, delineation or devices and charge the Contractor twenty-five dollars
($25.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility,
whichever is the greater.
7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable
State, County, and City requirements for closure of streets. The Contractor shall provide barriers,
guards, lights, signs, temporary bridges, flagpersons, and watchpersons. The Contractor shall be
responsible for compliance with additional public safety requirements which may arise. The
Contractor shall furnish and install signs and warning devices and promptly remove them upon
completion of the Work.
The Contractor shall secure approval, in advance, from authorities concerned for the use of any
bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit,
with signs and posting conforming to current requirements covering “signs” as set forth in the
Traffic Manual published by the California Department of Transportation. This manual shall also
apply to the street closures, barricades, detours, lights, and other safety devices required.
All costs involved shall be included in the Bid.
Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic
Control Devices latest edition (FHWA MUTCD as amended for use in California, latest version)
and these provisions. If any component in the traffic control system is damaged, displaced, or
ceases to operate or function as specified, from any cause, during the progress of the work, the
Contractor shall immediately repair said component to its original condition or replace said
component and shall restore the component to its original location. In the event that the Contractor
fails to install and/or maintain barricades or such other traffic signs, markings, delineation or
devices as may be required herein, the Engineer may, at his/her sole option, install the traffic
signs, markings, delineation or devices and charge the Contractor twenty dollars ($25.00) per day
per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is
the greater.
7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and
control devices shall be maintained throughout the duration of work in good order and according
to the approved traffic control plan. All construction area signs shall conform to the provisions of
Section 206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions
of Section 214-5.1.et seq. All temporary reflective channelizers shall conform to the provisions of
Section 214-5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb
marking shall conform to the provisions of Section 210-1.6 et seq. except that all temporary paint
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shall be rapid dry water borne conforming to Section 210-1.6 for materials and Section 310-5 et
seq. For workmanship. Warning and advisory signs, lights and devices installed or placed to
provide traffic control, direction and/or warning shall be furnished, installed and maintained by the
Contractor. Warning and advisory signs, lights and devices shall be promptly removed by the
Contractor when no longer required. Warning and advisory signs that remain in place overnight
shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be
removed from the traveled way and from the view of motorists in the traveled way or shielded
from the view of the traveling public during such periods that their message does not pertain to
existing conditions. Care shall be used in performing excavation for signs in order to protect
underground facilities. All excavation required to install stationary construction area signs shall be
performed by hand methods without the use of power equipment. Warning and advisory signs
that are used only during working hours may be portable signs. Portable signs shall be removed
from the traveled way and shielded from the view of the traveling public during non-working hours.
During the hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code,
portable signs shall be illuminated or, at the option of the Contractor, shall be in conformance with
the provisions in Section 206-7.2 et seq. If illuminated traffic cones rather than post-type
delineators are used during the hours of darkness, they shall be affixed or covered with reflective
cone sleeves as specified in CALTRANS “Standard Specifications”, except the sleeves shall be
7” long. Personal vehicles of the Contractor's employees shall not be parked within the traveled
way, including any Section closed to public traffic. Whenever the Contractor’s vehicles or
equipment are parked on the shoulder within 6’ of a traffic lane, the shoulder area shall be closed
with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked
vehicles or equipment and along the edge of the pavement at not less than 25’ intervals to a point
not less than 25’ past the last vehicle or piece of equipment. A minimum of nine (9) cones or
portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder
Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree
with flags. The signpost or flag tree shall be placed where directed by the Engineer.
7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall maintain a safe buffer distance
from any traffic lane occupied by traffic. The Contractor’s equipment shall maintain a safe distance
from any traffic or pedestrians.
A minimum of one (1) paved traffic lane, not less than 12’ wide, shall remain open and
unobstructed for use by public traffic in each direction of travel at all times. If this is not possible
due to road width constraints in certain areas, the Contractor shall submit a separate, additional
traffic control plan to the Engineer for review and approval prior to implementation.
For the cold-mill and overlay project limits, the contractor shall pave all cold-milled areas within
the same workday. The contractor shall not allow public traffic to drive on the cold-milled surface.
See Section 6-7 for details on working hours and traffic control.
7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing
traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California
Manual on Uniform Traffic Control Devices latest edition (FHWA MUTCD as amended for use in
California, latest version) and provisions under "Maintaining Traffic" elsewhere in these
Provisions. The provisions in this section will not relieve the Contractor from its responsibility to
provide such additional devices or take such measures as may be necessary to maintain public
safety.
When lanes are closed for only the duration of work periods, all components of the traffic control
system, except portable delineators placed along open trenches or excavation adjacent to the
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traveled way, shall be removed from the traveled way and shoulder at the end work period. If the
Contractor so elects, said components may be stored at selected central locations, approved by
the Engineer, within the limits of the right-of-way.
7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe
operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control
System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic
control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not
start traffic striping operations using an alternative plan until the Contractor has submitted its plan
to the Engineer and has received the Engineer's written approval of said plan.
7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished,
placed, maintained and removed in accordance with the minimum standards specified in the
California Manual on Uniform Traffic Control Devices latest edition published by CALTRANS.
Whenever the work causes obliteration of pavement delineation, temporary or permanent
pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line
or centerline pavement delineation shall be provided at all times for traveled ways open to public
traffic. All work necessary, including any required lines or marks, to establish the alignment of
temporary pavement delineation shall be performed by the Contractor. When temporary
pavement delineation is removed, all lines and marks used to establish the alignment of the
temporary pavement delineation shall be removed by grinding.
Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose
material. Temporary pavement delineation shall not be applied over existing pavement delineation
or other temporary pavement delineation. Temporary pavement delineation shall be maintained
until superseded or replaced with permanent pavement delineation.
Temporary pavement delineation shall be removed when, as determined by the Engineer, the
temporary pavement delineation conflicts with the permanent pavement delineation or with a new
traffic pattern for the area and is no longer required for the direction of public traffic. When
temporary pavement delineation is required to be removed, all lines and marks used to establish
the alignment of the temporary pavement delineation shall be removed.
7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control
Plan Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included
in the project plans, or if the Contractor elects to modify TCP included in the project plans, the
Contractor shall have such new or modified TCP prepared and submitted as a part of the Work
for any and all construction activities that are located within the traveled way. The Contractor shall
have TCP prepared and submitted as a part of the Work for any construction activities that are a
part of this project that are not included in the project plans. The Contractor must submit the TCP
for the Engineer’s review in conformance with the requirements of Section 2-5.3, et seq. and
obtain the Engineer’s approval of the TCP prior to implementing them. The minimum 20-day
review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each
submittal of TCP, new, modified or added to, for the Engineer’s review. New or revised TCP
submittals shall include all TCP needed for the entire duration of the Work. Each phase of the
TCP shall be shown in sufficient scale and detail to show the lane widths, transition lengths, curve
radii, stationing of features affecting the traffic control plan and the methodology proposed to
transition to the subsequent TCP phase. When the vertical alignment of the traveled surface
differs from the finished pavement elevation vertical curves must also be shown. Such
modifications, supplements and/or new design of TCP shall meet the requirements of the
Engineer and the California Manual on Uniform Traffic Control Devices latest edition as published
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by CALTRANS. Such modification, addition, supplement, and/or new design of TCP shall be
prepared by a registered professional engineer appropriately registered in the State of California.
The Engineer shall be the sole judge of the suitability and quality of any such modifications,
supplements, and/or new designs to TCP. The Engineer may approve any such modifications,
supplements, and/or new designs to the TCP when, in the Engineer’s sole opinion, such
modifications, supplements, and/or new designs to the TCP prepared by the registered
professional engineer retained by the Contractor will be beneficial to the best interests of the
Agency. Such modification, addition, supplement, and/or new design shall not be implemented
and no work shall be commenced that is contingent on such approval until the changed TCP are
approved by the Engineer. The preparation of such modification, addition, supplement, and/or
new designs of TCP shall not presuppose their approval or obligate the Agency in any fashion.
Submittal and review requirements for such modifications, supplements, and/or new designs to
TCP shall conform to the requirements of Section 2-5.3 Shop Drawings and Submittals.
7-10.3.7 Payment. The Contractor shall prepare “Traffic Control and Detour Plans” at the contract
lump sum price bid and shall include any revisions necessary. The contract lump sum price paid
for "Traffic Control Plan Implementation" shall include full compensation for furnishing all labor
(including flagging costs), materials (including signs), tools, equipment and incidentals, and for
doing all the work involved in preparation, reproduction and changing of traffic control plans,
placing, applying traffic stripes and pavement markers with bituminous adhesive, removing,
storing, maintaining, moving to new locations, replacing, and disposing of the components of the
traffic control system as shown on the plans and approved additions and modifications, as
specified in these supplemental provisions, and as directed by the Engineer. All expenses and
time to prepare and review modifications, additions, supplements and/or new TCP designs shall
be included in the lump sum bid for traffic control and no additional payment will be made thereof.
Flagging costs will be paid for as a part of the Lump Sum Amount for "Traffic Control Plan
Implementation." The cost of labor and material for portable concrete barriers will be paid for at
the unit price bid. When there is no bid item the cost of labor and material for portable concrete
barriers they will be paid as an incidental to the work being performed and no additional payment
will be made thereof. Progress payments for "Traffic Control Plan Implementation" will be based
on the percentage of the improvement work completed.
7-10.4 Safety.
7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts
of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued
by the State Division of Industrial Safety. The Contractor shall comply with provisions of these
and all other applicable laws, ordinances, and regulations.
Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan
to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for
the workers’ protection from the hazard of caving ground during the excavation of such trench. If
the plan varies from the shoring system standards, the plan shall be prepared by a registered
Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the
Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit
shall be submitted to the Engineer.
Payment for performing all work necessary to provide safety measures shall be included in the
prices bid for other items of work except where separate bid items for excavation safety are
provided or required by law.
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7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the
Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and
stored in accordance with all applicable regulations.
The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for
claims caused by blasting operations.
7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous
substances or mixtures may be required on the Work. A Material Safety Data Sheet as described
in Section 5194 of the California Code of Regulations shall be requested by the Contractor from
the manufacturer of any hazardous products used.
Material usage shall be accomplished with strict adherence to California Division of Industrial
Safety requirements and all manufacturer warnings and application instructions listed on the
Material Safety Data Sheet and on the product container label.
The Contractor shall notify the Engineer if a specified product cannot be used under safe
conditions.
7-10.4.4 Confined Spaces.
(a) Confined Space Entry Program. The Contractor shall be responsible for implementing,
administering and maintaining a confined space entry program (CSEP) in accordance with
Sections 5156, 5157 and 5158, Title 8, CCR.
Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to
the Engineer. The CSEP shall address all potential physical and environmental hazards and
contain procedures for safe entry into confined spaces, including, but not limited to the following:
1. Training of personnel
2. Purging and cleaning the space of materials and residue
3. Potential isolation and control of energy and material inflow
4. Controlled access to the space
5. Atmospheric testing of the space
6. Ventilation of the space
7. Special hazards consideration
8. Personal protective equipment
9. Rescue plan provisions
The Contractor’s submittal shall include the names of its personnel, including subcontractor
personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and
their specific assignment and responsibility in carrying out the CSEP.
(b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in
Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults,
pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit-
required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor
shall implement a permit space program prior to performing any work in a permit-required
confined space. A copy of the permit shall be available at all times for review by Contractor and
Agency personnel at the Work site.
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(c) Payment. Payment for implementing, administering, and providing all equipment and
personnel to perform the CSEP shall be included in the bid items for which the CSEP is required.
7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary
precautions for the safety of employees on the work and shall comply with all applicable provisions
of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to
persons on, about, or adjacent to the premises where the work is being performed. The Contractor
shall erect and properly maintain at all times, as required by the conditions and progress of the
work, all necessary safeguards for the protection of workers and public and shall use danger signs
warning against hazards created by such features of construction as protruding nails, hoists, well
holes, and falling materials.
7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or
royalties on any patented article or process furnished or used in the Work. The Contractor shall
indemnify and hold the Agency harmless from any legal action that may be brought for
infringement of patents.
7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors,
architects, or engineers may be displayed on removable signs. The size and location shall be
subject to the Engineer’s approval.
Commercial advertising matter shall not be attached to or painted on the surfaces of buildings,
fences, canopies, or barricades.
7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National
laws and County and Municipal ordinances and regulations which in any manner affect those
employed in the Work or the materials used in the Work or in any way affect the conduct of the
Work. The Contractor shall at all times observe and comply with such laws, ordinances, and
regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and
Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds,
for use in the proposed construction project which would be subject to Section 1601 or Section
1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of
the Fish and Game Code shall become conditions of the contract.
7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides:
“In entering into a public works contract or a subcontract to supply goods, services,
or materials pursuant to a public works contract, the contractor or subcontractor
offers and agrees to assign to the awarding body all rights, title, and interest in and
to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.
Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2
of Division 7 of the Business and Professions Code), arising from purchases of
goods, services, or materials pursuant to the public works contract or subcontract.
The assignment shall be made and become effective at the time the awarding body
tenders final payment to the contractor, without further acknowledgment of the
parties.”
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SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
8-1 GENERAL. Facilities are not required for agency personnel.
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SECTION 9 – MEASUREMENT AND PAYMENT
9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.
9-1.1 General. Unless otherwise specified, quantities of work shall be determined from
measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling,
fencing and timber shall be considered as being the true length measured along longitudinal axis.
Unless otherwise provided in Specifications, volumetric quantities shall be the product of the
mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension.
The planimeter shall be considered an instrument of precision adapted to measurement of all
areas.
9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis
of measurement shall be measured in accordance with methods stipulated in the particular
sections involved.
9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing
shall be done on certified platform scales or, when approved by the Engineer, on a completely
automated weighing and recording system. The Contractor shall furnish the Engineer with
duplicate licensed weighmaster’s certificates showing actual net weights. The Agency will accept
the certificates as evidence of weights delivered.
9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S.
Standard Measures.
9-2 LUMP SUM WORK. Items for which quantities are indicated “Lump Sum”, “L.S.”, or “Job”,
shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the
items of work and all work appurtenant thereto.
When required by the Specifications or requested by the Engineer, the Contractor shall submit to
the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used
only as a basis for determining progress payments on a lump sum contract or designated lump
sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently
detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the
lump sum.
9-3 PAYMENT.
9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment
to the Contractor will be made only for actual quantities of Contract items constructed in
accordance with the Plans and Specifications. Upon completion of construction, if the actual
quantities show either an increase or decrease from the quantities given in the Bid schedule, the
Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1.
The unit and lump sum prices to be paid shall be full compensation for the items of work and all
appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals.
Payment will not be made for materials wasted or disposed of in a manner not called for under
the Contract. This includes rejected material not unloaded from vehicles, material rejected after it
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has been placed, and material placed outside of the Plan lines. No compensation will be allowed
for disposing of rejected or excess material.
Payment for work performed or materials furnished under an Assessment Act Contract will be
made as provided in particular proceedings or legislative act under which such contract was
awarded.
Whenever any portion of the Work is performed by the Agency at the Contractor’s request, the
cost thereof shall be charged against the Contractor, and may be deducted from any amount due
or becoming due from the Agency.
Whenever immediate action is required to prevent injury, death, or property damage, and
precautions which are the Contractor’s responsibility have not been taken and are not reasonably
expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause
such precautions to be taken and shall charge the cost thereof against the Contractor, or may
deduct such cost from any amount due or becoming due from the Agency. Agency action or
inaction under such circumstances shall not be construed as relieving the Contractor or its Surety
from liability.
Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such
payment be construed to be acceptance of any of the Work. Payment shall not be construed as
the transfer of ownership of any equipment or materials to the Agency. Responsibility of
ownership shall remain with the Contractor who shall be obligated to store any fully or partially
completed work or structure for which payment has been made; or replace any materials or
equipment required to be provided under the Contract which may be damaged, lost, stolen or
otherwise degraded in any way prior to acceptance of the Work, except as provided in Section
6-10.
Guarantee periods shall not be affected by any payment but shall commence on the date of
recordation of the “Notice of Completion.”
If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency,
due to the Contractor’s failure to pay for labor or materials used in the Work, all money due for
such labor or materials will be withheld from payment to the Contractor in accordance with
applicable laws.
At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed
by law, the amount deducted from the final estimate and retained by the Agency will be paid to
the Contractor except such amounts as are required by law to be withheld by properly executed
and filed notices to stop payment, or as may be authorized by the Contract to be further retained.
9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure
date for the purpose of making monthly progress payments. The Contractor may request in writing
that such monthly closure date be changed. The Engineer may approve such request when it is
compatible with the Agency’s payment procedure.
Each month, the Engineer will make an approximate measurement of the work performed to the
closure date as basis for making monthly progress payments. The estimated value will be based
on contract unit prices, completed change order work and as provided for in Section 9-2 of these
General Provisions. Progress payments shall be made no later than thirty (30) calendar days after
the closure date. Five (5) working days following the closure date, the Engineer shall complete
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the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information.
Should the Contractor assert that additional payment is due, the Contractor shall within ten (10)
days of receipt of the progress estimate, submit a supplemental payment request to the Engineer
with adequate justification supporting the amount of supplemental payment request. Upon receipt
of the supplemental payment request, the Engineer shall, as soon as practicable after receipt,
determine whether the supplemental payment request is a proper payment request. If the
Engineer determines that the supplemental payment request is not proper, then the request shall
be returned to the Contractor as soon as practicable, but not later than seven (7) days after
receipt. The returned request shall be accompanied by a document setting forth in writing the
reasons why the supplemental payment request was not proper. In conformance with Public
Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt
of an undisputed and properly submitted supplemental payment request from the Contractor. If
payment of the undisputed supplemental payment request is not made within thirty (30) days after
receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal
rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure.
From each progress estimate, 5 percent will be deducted and retained by the Agency, and the
remainder less the amount of all previous payments will be paid. After 50 percent of the Work has
been completed and if progress on the Work is satisfactory, the deduction to be made from
remaining progress estimates and from the final estimate may be limited to $500 or 5 percent of
the first half of total Contract amount, whichever is greater.
No progress payment made to the Contractor or its sureties will constitute a waiver of the
liquidated damages under 6-9.
As provided in Section 22300 of the California Public Contract Code, the Contractor may
substitute securities for any monies withheld by the Agency to ensure performance under the
Contract.
After final inspection, the Engineer will make a Final Payment Estimate and process a
corresponding payment. This estimate will be in writing and shall be for the total amount owed the
Contractor as determined by the Engineer and shall be itemized by the contract bid item and
change order item with quantities and payment amounts and shall show all deductions made or
to be made for prior payments and amounts to be deducted under provisions of the contract. All
prior estimates and progress payments shall be subject to correction in the Final Payment
Estimate.
The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make
written statement disputing any bid item or change order item quantity or payment amount. The
Contractor shall provide all documentation at the time of submitting the statement supporting its
position. Should the Contractor fail to submit the statement and supporting documentation within
the time specified, the Contractor acknowledges that full and final payment has been made for all
contract bid items and change order items.
If the Contractor submits a written statement with documentation in the aforementioned time, the
Engineer will review the disputed item within 30 calendar days and make any appropriate
adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by
the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work.
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to
ascertain the basis and amount of said disputed items. The Engineer will consider the merits of
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the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable
time such further information and details as may be required by the Engineer to determine the
facts or contentions involved in its claims. Failure to submit such information and details will be
sufficient cause for denying payment for the disputed items.
9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written
statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written
statement by the Contractor no later than the date of receipt of the final payment estimate. Those
final payment items disputed in the written statement required in Section 9-3.2 shall be submitted
no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that
was not included in this written statement, nor will any claim be allowed for which written notice
or protest is required under any provision of this contract including Sections 3-4 Changed
Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and
Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or
protest requirements.
The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain
the basis and amount of said claims. The Engineer will consider and determine the Contractor’s
claims and it will be the responsibility of the Contractor to furnish within a reasonable time such
further information and details as may be required by the Engineer to determine the facts or
contentions involved in its claims. Failure to submit such information and details will be sufficient
cause for denying the claims.
Payment for claims shall be processed within 30 calendar days of their resolution for those claims
approved by the Engineer. The Contractor shall proceed with informal dispute resolution under
Section 3-5, Disputed Work, for those claims remaining in dispute.
9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation
and conditions therein, the cost of materials and equipment delivered but not incorporated into
the Work will be included in the progress estimate.
9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated
into the work will not be included in the progress estimate.
9-3.4.1 Mobilization and Preparatory Work. Payment for Mobilization and preparatory work will
be made at the stipulated lump-sum price of $50,000 and includes full compensation for furnishing
all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for
doing all the work involved in mobilization and preparatory work and operations, including, but not
limited to, those necessary for the movement of personnel, equipment, supplies, and incidental
to preparing to conduct work on and off the project site and other offsite facilities necessary for
work on the project; for all other facilities, sureties, work and operations which must be performed
or costs incurred prior to beginning work on various contract items on or off the project site,
excepting those specifically paid for under separate sections of these specifications. The
Contractor hereby agrees that the stipulated lump sum amount is sufficient for Mobilization and
Preparatory Work, as described in this section, and that the Contractor shall have no right to
additional compensation for Mobilization and Preparatory Work.
Progress payments for Mobilization and Preparatory Work will be made as follows:
For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%)
of the amount bid for Mobilization and Preparatory Work will be allowed. For the second progress
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payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory
work will be allowed therefor.
9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in
the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents,
General Provisions, or Technical Provisions/Specifications shall be considered as included in the
Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation
systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair
or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his
expense.
Mobilization (Stipulated Lump Sum)
Mobilization shall be at the stipulated contract unit price per Lump Sum and shall include full
compensation for conforming to the requirements of Section 9-3.4.1, “Mobilization and
Preparatory Work,” in these Supplemental Provisions, as specified in the Standard Specifications,
and as directed by the Engineer. No additional compensation shall be allowed.
Public Notification of Work (Lump Sum)
Public notification of the work shall be at the contract unit price Lump Sum and shall include full
compensation for conforming to the requirements of Section 7-10.1 and Section 302-4.7. No
additional compensation shall be allowed.
Prepare Water Pollution Control Program (Lump Sum)
Preparation of the Water Pollution Control Program documents shall be at the contract unit price
Lump Sum and shall include full compensation for conforming to the requirements of Section 7-
8.6. No additional compensation shall be allowed.
Prepare Water Pollution Control Program (Lump Sum)
Preparation of the Water Pollution Control Program documents shall be at the contract unit price
Lump Sum and shall include full compensation for conforming to the requirements of Section 7-
8.6. No additional compensation shall be allowed.
Temporary Drainage Inlet Protection (Lump Sum)
Temporary Drainage Inlet Protection shall be at the contract unit price Lump Sum and shall
include full compensation for conforming to the requirements of Section 7-8.6 and Section 7-8.7.
This includes, but is not limited to, to the construction, maintenance, and removal of temporary
drainage inlet protection at drainage inlets as required downstream of the project boundaries and
within the project limits. No additional compensation shall be allowed.
Prepare Traffic Control and Detour Plans (Lump Sum)
Preparation of Traffic Control and Detour Plans shall be at the contract price Lump Sum and shall
include full compensation for conforming to the requirements of Section 7-10.3, including
development of the project traffic control plans and detour plans as well as any revisions as
required by the agency. No additional compensation shall be allowed.
Traffic Control Plan Implementation (Lump Sum)
Traffic Control Plan Implementation shall be at the contract price per Lump Sum and shall include
full compensation for conforming to the requirements of Section 7-10, including development of
the project traffic control plan, flagmen, warning signs, changeable message signs, temporary
items, maintenance, repair, replacement, removals, all other appurtenances, as shown on the
Revised 6/15/2017 Contract No. 6001-22E Page 117 of 148
Plans, as specified in the Standard Specifications, these Supplemental Provisions, and as
directed by the Engineer. No additional compensation shall be allowed.
Street Sweeping and Dust Control (Lump Sum)
Street Sweeping and Dust Control shall be at the contract price per Lump Sum and shall include
full compensation for conforming to the requirements of Section 7-8 and Section 302-4.8.2.2. This
includes, but is not limited to, scheduling street sweeping to occur following slurry sealing on each
individual street. No additional compensation shall be allowed.
Clearing and Grubbing, Weed Killing, and Tree Trimming (Lump Sum)
Clearing and Grubbing, Weed Killing, and Tree Trimming shall be at the contract price per Lump
Sum and shall include full compensation for conforming to the requirements of Section 300-1 and
these Special Provisions. No additional compensation shall be allowed.
Survey Monument Field Survey, Set Reference Ties, Pre-Construction Corner Record
(Lump Sum)
A Survey Monument Field Survey, Setting Reference Ties, and filing a Pre-Construction Corner
Record with the County for portions of the work requiring overlay shall be at the contract price per
Lump Sum and shall include full compensation for conforming to the requirements of Section 2-
9. No additional compensation shall be allowed.
Tie Out and Re-establish Survey Monuments, Pre-Construction Corner Record (Each)
Tying Out and Re-establishing Survey Monuments and filing a Pre-Construction Corner Record
with the County for portions of the work requiring overlay shall be at the contract price Each for
each monument requiring re-establishment and shall include full compensation for conforming to
the requirements of Section 2-9. No additional compensation shall be allowed.
Remove Existing Thermoplastic (Lump Sum)
The contract unit price paid for this bid item shall constitute full compensation for the removal of
thermoplastic striping conforming to the requirements in Section 314-3. This shall include, but is
not limited to, furnishing all labor, materials, equipment, tools and incidentals and for performing
all the work complete and accepted in place. No additional compensation shall be allowed.
Cold Mill 2" AC Cold Milling and Disposal of Grindings - For Patching Only (Square Feet)
The contract unit price paid for this bid item shall constitute full compensation for two (2) inches
deep asphalt concrete cold milling and disposal of grindings in areas where patching is necessary
before slurry sealing; all of which conforming to the requirements in Section 302-15. The area set
forth in the bid item is for estimating purposes only and the final quantities will be as measured in
the field by the City Inspector.
Cold Mill 3" AC Cold Milling and Disposal of Grindings (Square Feet)
The contract unit price paid for this bid item shall constitute full compensation for three (3) inches
deep asphalt concrete cold milling and disposal of grindings in areas where overlay of new,
polymer modified asphalt concrete is shown on the project Plans; all of which conforming to the
requirements in Section 302-15. No additional compensation shall be allowed.
Construct 2" Type III-C3-PG-64-10-R0 (WMA Additive Optional) - For Patching Only (at 2”
cold mill and removal locations) (Tons)
The contract unit price paid for this bid item shall constitute full compensation for two (2) inches
deep of asphalt concrete (AC) where patching is necessary before slurry sealing; all of which
conforming to the requirements in Section 203-5. Warm mix asphalt (WMA) additive may be used
Revised 6/15/2017 Contract No. 6001-22E Page 118 of 148
as an option to help facilitate proper compaction requirements. The amount of AC set forth in the
bid item is for estimating purposes only and the final quantities will be as measured and calculated
in the field by the City Inspector.
Construct 3" Type III-C2-PG 64-28PM-R15 AC (WMA Additive Optional) (at 3” cold mill and
removal locations) (Tons)
The contract unit price paid for this bid item shall constitute full compensation for three (3) inches
deep of asphalt concrete (AC) in areas where overlay is shown on the project Plans; all of which
conforming to the requirements in Section 203-5. Warm mix asphalt (WMA) additive may be used
as an option to help facilitate proper compaction requirements. No additional compensation shall
be allowed.
Crack Seal streets with hot applied crack sealant, crack sealant shall be Elastoflex 670
(Polyskin). DETACK detackifer shall be used on all crack seal immediately following
application (Boxes)
The contract unit price paid for this bid item shall constitute full compensation for each box of
Elastoflex 670 (Polyskin) crack sealant conforming to the requirements of Section 203-10 and
Section 302-15 shall include but not be limited to: furnishing all labor, tools, equipment, and
materials necessary for doing the work as outlined in these Special Provisions. This bid item shall
also include costs for furnishing all labor, tools, equipment, and materials necessary for applying
DETACK detackifer on all crack seal immediately following application. The number of boxes of
crack seal set forth in the bid item is for estimating purposes only and the final quantities will be
accounted for in the field by the City Inspector.
Rout cracks (using Crafco Model 30 or approved equal) as directed by City inspector
(Linear Feet)
The contract unit price paid for this bid item shall constitute full compensation for routing by linear
foot and conforming to the requirements of Section 203-10 and Section 302-15. This bid item shall
include, but not be limited to: furnishing all labor, tools, equipment, and materials necessary for
doing the work as outlined in these Special Provisions. The amount of routing linear feet set forth
in the bid item is for estimating purposes only and the final quantities will be measured in the field
by the City Inspector.
Protect Utility Covers, MH, and vaults in place (Lump Sum)
The contract unit price paid for this bid item shall constitute full compensation for locating,
surveying, and recording locations of all appurtenances in the roadway conforming to the
requirements of Section 302-5.8. No additional compensation shall be allowed.
Slurry Seal, Type I-PMCQS-1h-EAS w/2.5% Polymer by Weight of Residual Asphalt (in bike
lanes and buffers) (ELT)
The contract unit price of extra-long ton (ELT) paid for this bid item shall constitute full
compensation for polymer modified, type 1 slurry seal conforming to the requirements of Sections
203-3 and 302-4 of the Standard Specifications, and 203-4 of these Special Provisions. Type I
slurry seal will be placed in bike lanes and buffers as illustrated on the project Plans and as
described in these Special Provisions, Section 302-4.8.2.4. No additional compensation shall be
allowed.
Slurry Seal, Type II-PMCQS-1h-EAS w/2.5% Polymer by Weight of Residual Asphalt (in
travel lanes and turn pockets) (ELT)
The contract unit price of extra-long ton (ELT) paid for this bid item shall constitute full
compensation for polymer modified, type 2 slurry seal conforming to the requirements of Sections
Revised 6/15/2017 Contract No. 6001-22E Page 119 of 148
203-3 and 302-4 of the Standard Specifications, and 203-4 of these Special Provisions, Section
302-4.8.2.4. Type II slurry seal will be placed in vehicular travel lanes as illustrated on the project
Plans and as described in these Special Provisions. No additional compensation shall be allowed.
Install Dual Curb Ramps; Caltrans Std. Plan A88A, Detail A (Each)
The contract unit price paid for this bid item shall constitute full compensation to furnish and install
a dual curb ramp per Caltrans Standard Plan A88A, Detail A and in accordance with the plans,
contract documents, and in conformance with Section 303-5. This includes, but is not limited to,
surveying, transitions, excavation, forming, base material, compaction, sawcutting, and removing
and replacing pavement adjacent to the curb ramp. No additional compensation shall be allowed.
Install Curb Ramp; Caltrans Std. Plan A88A, Detail B (Each)
The contract unit price paid for this bid item shall constitute full compensation to furnish and install
a curb ramp per Caltrans Standard Plan A88A, Detail B and in accordance with the plans, contract
documents, and in conformance with Section 303-5. This includes, but is not limited to, surveying,
transitions, excavation, forming, base material, compaction, sawcutting, and removing and
replacing pavement adjacent to the curb ramp. No additional compensation shall be allowed.
Install Curb Ramp; Caltrans Std. Plan A88A, Case C (Each)
The contract unit price paid for this bid item shall constitute full compensation to furnish and install
a curb ramp per Caltrans Standard Plan A88A, Case C and in accordance with the plans, contract
documents, and in conformance with Section 303-5. This includes, but is not limited to, surveying,
transitions, excavation, forming, base material, compaction, sawcutting, and removing and
replacing pavement adjacent to the curb ramp. No additional compensation shall be allowed.
Temporary pavement markers (Lump Sum)
The contract unit price paid for this bid item shall constitute full compensation to furnish and install
temporary pavement markers and in accordance with the plans, contract documents, and in
conformance with Sections 214-6 and 315-4. No additional compensation shall be allowed.
Striping, Thermo, and RPMs per Plans and Caltrans Details (Lump Sum)
The contract unit price paid for this bid item shall constitute full compensation to furnish and install
Striping, Thermo, and RPMs per Plans and Caltrans Details and in accordance with the plans,
contract documents, and in conformance with Section 214-4 as well as Section 314-3. This
includes, but it not limited to green traffic paint as specified in Section 214-4.3. No additional
compensation shall be allowed.
Install Blue fire hydrant reflective pavement markers (Each)
The contract unit price paid for this bid item shall constitute full compensation toc furnish and
install Blue fire hydrant reflective pavement markers in accordance with the plans, contract
documents, and in conformance with Section 214-6. The number of blue fire hydrant reflective
pavement markers set forth in the bid item is for estimating purposes only and the final quantities
will be accounted for in the field by the City Inspector.
Replace water valve and survey monument boxes and adjust to grade (Each)
The contract unit price paid for this bid item shall constitute full compensation to replace water
valves and survey monument boxes and adjust them to grade in accordance with the plans,
contract documents, and in conformance with Section 302-5.8. The number of water valves and
survey monument boxes set forth in the bid item is for estimating purposes only and the final
quantities will be accounted for in the field by the City Inspector.
Revised 6/15/2017 Contract No. 6001-22E Page 120 of 148
Adjust manholes to grade (Each)
The contract unit price paid for this bid item shall constitute full compensation to adjust manholes
to grade in accordance with the plans, contract documents, and in conformance with Section 302-
5.8. The number of manhole boxes set forth in the bid item is for estimating purposes only and
the final quantities will be accounted for in the field by the City Inspector.
Replace Traffic Signal Detector Loop, Type D (Each)
The contract unit price paid for this bid item shall constitute full compensation to replace traffic
signal detector loops, type D, in accordance with the plans, contract documents, and as described
in conformance with Section 302-15.2. This includes, but is not limited to, installing a new,
dedicated DLC with home run back to the cabinet for every existing loop that is currently sliced
with other loops connecting to one DLC back to a cabinet. The number of detector loops set forth
in the bid item is for estimating purposes only and the final quantities will be accounted for in the
field by the City Inspector.
Replace Traffic Signal Detector Loop, Type E (Each)
The contract unit price paid for this bid item shall constitute full compensation to replace traffic
signal detector loops, type E, in accordance with the plans, contract documents, and as described
in conformance with Section 302-15.2. This includes, but is not limited to, installing a new,
dedicated DLC with home run back to the cabinet for every existing loop that is currently sliced
with other loops connecting to one DLC back to a cabinet. The number of detector loops set forth
in the bid item is for estimating purposes only and the final quantities will be accounted for in the
field by the City Inspector.
Replace Induction Loop System and Install Video/ Radar Detection System (La Costa Ave./
Saxony Dr. Intersection) (Lump Sum)
The contract unit price paid for this bid item shall constitute full compensation to replace the
induction loop system with a Iteris Vantage Next Vector video/ radar detection system for
intersection of La Costa Ave./ Saxony Dr. Intersection, in accordance with the plans, contract
documents, and as described in conformance with Sections 700 and 701 and the City of Carlsbad
Traffic Signal and Electrical Specifications. No additional compensation shall be allowed.
Revised 6/15/2017 Contract No. 6001-22E Page 121 of 148
SUPPLEMENTAL PROVISIONS TO
“GREENBOOK”
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 2, CONSTRUCTION MATERIALS
SECTION 200 - ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General. Add the following: Aggregate base shall be Crushed Aggregate Base per
Greenbook Section 200-2 and as specified herein.
200-2.2 Crushed Aggregate Base. Add the following: Crushed Aggregate Base shall be free
from organic matter and other deleterious substances and shall be of such nature that it can be
compacted readily under watering and rolling to form a firm, stable base.
The aggregate shall not be treated with lime, cement or other chemical material before tests are
performed.
Samples for testing shall represent every 500 cubic yards or one day's production, whichever is
smaller. If the results of the aggregate grading tests do not meet the requirements for Percentage
Passing Sieve as specified in Table 200-2.2.2 but meet the Quality Requirements as specified in
Table 200-2.2.3, placement of the aggregate base may be continued for the remainder of that
day. However, another day's work may not be started until test results indicate to the satisfaction
of the Engineer that the next material to be used in the work will comply with the requirements
specified for Percentage Passing Sieve.
If the results of both the aggregate grading and Sand Equivalent tests do not meet the
requirements of Section 200-2.2, the aggregate base which is represented by these tests shall be
removed. However, if requested by the Contractor, and approved at the sole discretion of the
Engineer, the aggregate base may remain in place and the Contractor shall pay to the City $50
per cubic yard for such aggregate base left in place. The City may deduct this amount from any
moneys due, or that may be come due, to the Contractor under the contract.
SECTION 203 - BITUMINOUS MATERIALS
203-3 EMULSIFIED ASPHALT.
203-3.1 General. Replace the entire subsection with the following:
For slurry seal, emulsified asphalt shall be polymer modified emulsion. It shall contain polymer
mixed with a paving asphalt uniformly emulsified with water and an emulsifying or stabilizing
agent. The polymer shall be neoprene, or butadiene and styrene copolymer. The polymer must
be homogenous and milled into the emulsified asphalt at the colloid mill. Polymer modified
emulsion shall content a minimum of 2.5% polymer by weight of residual asphalt, as determined
Revised 6/15/2017 Contract No. 6001-22E Page 122 of 148
by Caltrans Test 401. A Certificate of Compliance conforming to 4-1 of the Greenbook shall be
submitted to the Engineer prior to application.
203-3.4 Physical Properties.
203-3.4.5 Polymer modified Emulsion (PME). Add the following:
For slurry seal, polymer modified emulsion must be grade PMCQS-1h (cationic) and have the values of the properties shown in the following table:
Polymer Modified Emulsion
Property
Test method
Value
Min Max
Tests on emulsion:
Saybolt Furol Viscosity @ 25 °C,
SFSa
AASHTO T 59 15 90
Sieve test, % AASHTO T 59 -- 0.30
Storage stability, 1 day, % AASHTO T 59 -- 1
Residue by evaporation, % California Test 331 57 --
Particle charge AASHTO T 59 Positive
Tests on residue by evaporation test
Penetration, 25 °C AASHTO T 49 40 90
Ductility, 25 °C, mm AASHTO T 51 400 --
Torsional recovery, % California Test 332 18 --
Polymer content, % by wt. of
residual asphalt
California Test 401 2.5 --
Note:
aSFS means Saybolt Furol seconds
Sampling must comply with Caltrans Standard Specifications Section 94-1.03.
203-4 NOT USED
Add the following:
203-4 EMULSION-AGGREGATE SLURRY
203-4.1 General. Add the following:
Emulsion-Aggregate Slurry shall be polymer-modified (min 2.5% polymer by weight of residual
asphalt), cationic quick-set (PMCQS-1h) and shall conform to the requirements of 203-3, and
302-4 of the Greenbook.
A Certificate of Compliance conforming to 4-1.5 of the Greenbook shall be submitted to the
Engineer prior to application.
203-6 ASPHALT CONCRETE.
203-6.1 General. Add the following:
Asphalt Concrete (AC) for patches shall be Type III-C3-PG 64-10-R0. No recycled asphalt
pavement (RAP) shall be used in the AC mix used for patching.
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Asphalt Concrete for full width overlay shall be Type III-C2-PG 64-28PM-R15. Asphalt Concrete
in base course, if necessary or required by the City Inspector, shall be Type III-B2-PG 64-10-R15.
No more than 15% RAP shall be used in the full width overlay and base course AC mixes.
203-6.3 Job Mix Formula (JMF) and Mix Designs. Add the following:
Asphalt Concrete (AC) shall be Type III-C3-PG 64-10-R0 for patches and shall be Type III-C2-
PG 64-28PM-R15 for full width overlay; both of which with Warm Mix Asphalt (WMA) additive
technology optional.
No reclaimed asphalt pavement (RAP) is allowed in the AC mix used for patching. No more than
15% RAP is allowed in any AC mixes used for base course or full width overlay. If more RAP than
allowed amount is used in any portion of asphalt concrete for any part of the project, that part will
be rejected, and the contractor will be required to remove and replace that section at its own cost.
If the use of WMA additive is desired, the WMA additive used must be on the Caltrans Authorized
Material List for WMA authorized technologies in effect as of the date of advertisement of the
contract, https://mets.dot.ca.gov/aml/WarmMixAsphaltTechnologiesList2.php?print=yes. Only
additive technologies are acceptable. No foaming or water injection technology shall be used.
A technical representative for the WMA additive technology must attend the Preconstruction
Meeting should WMA be used by the Contractor.
203-6.4.4 Composition and Grading. Add the following:
Evaluation of asphalt concrete shall be determined from samples of final asphalt concrete
material. In addition to evaluation of the final asphalt material, samples of aggregate, RAP, and
asphalt binder will be taken for testing. In case of dispute between the contractor and the Agency,
the Engineer has the authority to request core samples for analysis from the placed asphalt
concrete for any of the acceptance criteria, at the locations determined by the Engineer. All
samples shall be taken in accordance with California Test 125, and the following table:
Sampling Location
Asphalt Concrete • Trucks, or
• Mat behind the paver
Aggregate • Cold feed belts, or
• Hot bins prior to addition of asphalt binder
RAP • RAP system, or
• RAP feed belts
Asphalt Binder • Asphalt binder supplier, or
• Storage tanks at the plant during production
When behind the paver or core samples of asphalt concrete are to be used for evaluation,
sufficient size samples shall be taken to ensure representative and adequate quantity of material
for the required testing.
When using core samples, the samples must be properly prepared to safeguard against influx of
outside contaminates and so that the cut surfaces do not influence the test results. ~~ \..
Revised 6/15/2017 Contract No. 6001-22E Page 124 of 148
Materials sampling and testing of the asphalt concrete shall be on a lot basis. A Lot shall be
defined as the amount of pavement placed in 1 day. A Sub-Lot shall be defined as 500 tons.
Should the amount of pavement placed in 1 day be less than 500 tons, the Sub-Lot and Lot shall
be one and the same. Each Lot shall be from a single source unless otherwise approved by the
Engineer. The samples and testing results shall be representative of their entire sample sub-lot.
203-6.8 Storage. Replace existing section with the following: Storage of asphalt concrete shall
not be allowed.
203-10 NOT USED
Add the following:
203-10 ASPHALT PAVEMENT CRACK SEALANTS.
203-10.1 Hot Pour Crack Sealant and Routing. Crack sealant shall be Elastoflex 670 (Polyskin)
at 70 boxes per pallet. DETACK detackifer shall be used on all crack seal immediately following
application – Unit: Box
The Contractor will rout cracks as directed by the City Inspector. All cracks will be crack sealed,
whether routed or not. The Contractor shall thoroughly clean and seal all cracks and joints in the
pavement and apply hot applied crack sealant. The Contractor shall provide hot applied Elastoflex
670 (Polyskin) crack sealant at 70 boxes per pallet. DETACK detackifer shall be used on all crack
seal immediately following application.
The Contractor shall use “V” squeegees to strike off excess material from the street surface and
shall use DETACK detackifier to spray all crack sealant immediately after the material is
squeegeed.
The Contractor will be required to maintain all traffic, through and local, as required. Accordingly,
the Contractor will not be allowed to seal more than one-half the roadway width at any given time.
The Contractor shall post “No Parking” signs on each street 48 hrs. prior to routing and/or crack
sealing.
It shall be the responsibility of the Contractor to provide, install and maintain signs, lights, flagmen,
barricades, arrow boards and other devices as may be necessary to properly protect the work
and to provide for safe and convenient travel by the public through the construction area. Flagmen
shall use “STOP” and “SLOW” paddles and shall be properly attired and equipped with safety
devices.
The Contractor shall use a mobile street sweeper to clean the street after the routing is completed
per street and before the street is crack sealed. The Contractor shall blow out all cracks and joints
with an air compressor with wand attachment with a nozzle pressure of at least 125 psi. On cracks
that have existing weeds growing within, if the weeds are not removed during routing, the
Contractor shall use a “Billy goat” or similar machine equipped with a wire brush wheel to remove
the weeds or shall use a heat lance capable of providing air temperatures of 2500 degrees F and
will be required to remove all forms of vegetation and moisture ahead of the sealing operation. All
joints and cracks must be dry and free of moisture before installation of the crack sealant. The
crack sealing material shall not be applied when the weather is foggy or when rain threatens.
Revised 6/15/2017 Contract No. 6001-22E Page 125 of 148
The sealant shall be supplied in solid form which, when melted and properly applied with a
squeegee, forms a resilient and adhesive compound that will effectively seal cracks and joints in
asphalt concrete pavement. The sealant shall have a minimum pot application life of twelve hours
and have re-heat capability at least one time after initial heat-up.
Router(s) shall be Crafco Model 30 or approved equal. The router shall provide a 1/2” wide cut
and be set to cut 3/4” depth. The City Inspector will direct the Contractor on which cracks to rout
on each street and will measure the length of each routed crack for payment purposes. Payment
for routing will be per linear foot of routed crack.
Payment of crack sealant shall be per box of crack sealant used. The Contractor and the City
Inspector will count the number of boxes of crack sealant used on the project streets. The
Contractor will be paid for the actual amount of crack sealant material used, based on the number
of boxes used on the project.
SECTION 206 - MISCELLANEOUS METAL ITEMS
Add the following section:
206-7 PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
Add the following section:
206-7.1 General. Each portable changeable message sign (PCMS) unit shall consist of a
controller unit, a power supply, and a structural support system all mounted on a trailer. The
PCMS unit shall be assembled to form a complete self-contained portable changeable message
sign, which can be delivered to the site of the work and placed in immediate operation. The
complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC
(-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions.
The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be
with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m
(14.5') above the ground. After initial placement, PCMS shall be moved from location to location
as directed by the Engineer
As part of the bid item “Traffic Control Plan Implementation,” at least one PCMS will be required
in each direction of travel affected by the work on the major streets and intersection work. The
traffic control plans shall clearly show the PCMS’ locations. The PCMS shall warn motorists of the
work one (1) week prior to start of the work and for the entire duration of the work.
Add the following section:
206-7.2 Message Board. The message displayed on the PCMS shall be visible from a distance
of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day,
by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display
not less than 7 characters per line. Sign messages to be displayed shall be as approved by the
Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a
method which does not interfere with the clarity of the sign message. The sign shall be raised and
lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of
complete alphanumeric selection.
Revised 6/15/2017 Contract No. 6001-22E Page 126 of 148
Lamp matrix type signs shall be equipped with an automatic dimming operational mode that
automatically compensates for the influence of a temporary light source or other abnormal lighting
conditions. The sign shall have manual dimming operation modes of 3 or more different lamp
intensities.
Matrix signs not utilizing lamps shall be either internally or externally illuminated at night.
The controller shall be an all solid-state unit containing all the necessary circuitry for the storage
of at least 5 pre-programmed messages. The controller shall be installed in a location allowing
the operator to perform all functions from one position. A keyboard entry system shall be provided
to allow an operator to generate an infinite number of additional messages over the pre-
programmed stored messages. The keyboard shall be equipped with a security lockout feature to
prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to
hold the keyboard created messages in memory during periods when the power is not activated.
The controller shall provide for a variable message display rate which allows the operator to match
the information display to the speed of the approaching traffic. The flashing off time shall be
operator adjustable within the control cabinet.
Add the following section:
206-7.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and
maintained at locations shown on the plans, specified herein, or designated by the Engineer. The
PCMS will be diligently maintained and repaired by the Contractor throughout the project in
accordance with the manufacturer's recommendations. When ownership is transferred to the City
(at the end of the job), it must be demonstrated to be in good working condition, and meet the
provisions of these specifications, including current registration.
Add the following section:
206-7.4 Measurement and Payment. The cost for PCMS shall be included in the bid item Traffic
Control Plan Implementation and include full compensation for furnishing all labor, materials,
tools, equipment and incidentals, and for doing all the work involved in furnishing, placing,
operating, maintaining, repairing, replacing, transporting from location to location, and delivery of
the signs to the City at the completion of the construction, in good working order, and as directed
by the Engineer, and no other compensation will be made.
SECTION 214 – TRAFFIC STRIPING, CURB AND PAVEMENT
MARKINGS, AND PAVEMENT MARKERS
214-4 PAINT FOR STRIPING AND MARKINGS.
Add the following section:
214-4.3 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows:
Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines,
chevrons, and curbs shall be rapid dry water borne conforming to CALTRANS Specification No.
PTWB-01R2. Paint for pavement legends, pavement symbols, pavement arrows, cross walks,
parking stall markings and stop bars shall be alkyd thermoplastic conforming to CALTRANS
Specification No. PTH-02ALKYD. Glass beads shall be applied to the surface of the rapid dry
water borne paint and the molten thermoplastic material and shall conform to the requirements of
CALTRANS Specification No. 8010-004 (Type II). CALTRANS Specifications for water borne
paint, thermoplastic material and glass beads may be obtained from the CALTRANS
Revised 6/15/2017 Contract No. 6001-22E Page 127 of 148
Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916)
227-7000.
Green traffic paint shall be Ennis-Flint 985216 Green Standard Fast Dry Waterborne 1952F ½
Traffic Paint, Product Color Green (34115) or approved equal. Paint shall meet federal spec TT-
P-1952F Type I & II.
214-6.4 RETROREFLECTIVE PAVEMENT MARKERS
Add the following section:
214-6.5 Temporary Reflective Pavement Markers. Temporary pavement markers shown on the
plans and required in the specifications shall be one of the types shown in Table 214-6.4.2, or
equal thereto.
TABLE214-6.4.2
TEMPORARY REFLECTIVE PAVEMENT MARKERS
Type Manufacturer of Distributor
TOM- Temporary Overlay
Markers
Davidson Traffic Control Products, 3110 70th Avenue East,
Tacoma, WA 98424,
(877) 335-4638
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SUPPLEMENTAL PROVISIONS TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 3, CONSTRUCTION METHODS
SECTION 302 - ROADWAY SURFACING
302-4.3 Emulsion-Aggregate Slurry (EAS).
Add the following section:
302-4.3.4 Submittal.
At least 15 days before starting placement of a slurry seal, the following shall be submitted to the
Engineer:
1. Samples for:
1.1. Emulsified asphalt slurry seal, two 1-quart wide mouth plastic containers with screw
top lid of emulsified asphalt
1.2 Polymer modified emulsified asphalt slurry seal, two 1-quart wide mouth plastic
containers with screw top lid of polymer modified emulsified asphalt
2. Emulsified asphalt, polymer modified emulsified asphalt data as follows:
2.1. Supplier and Type/Grade of emulsified asphalt
2.2. Type of modifier polymer for polymer modified emulsified asphalt
2.3. Copy of the specified test results for emulsified asphalt, polymer modified emulsified
asphalt
3. 50 lb of aggregate
4. Aggregate test results for the followings:
4.1. Gradation
4.2. Los Angeles Rattler
4.3. Percent of crushed particles
4.4 Sand equivalent
4.5 Durability
At least 10 days before starting placement of a slurry seal, a laboratory report of test results and
the proposed mix design shall be submitted to the Engineer from an authorized laboratory. The
authorized laboratory must sign the laboratory report and mix design.
The report must include:
1. Test results used in the mix design compared with specification requirements
2. Proportions based on the dry weight of aggregate, including ranges, for:
2.1. Aggregate
2.2. Water
2.3. Additives
2.4. Mineral filler
2.5. Slurry seal emulsion residual asphalt content
3. Quantitative moisture effects on the aggregate's unit weight determined under ASTM
C29M
If any of the materials in the mix design is changed, a new mix design and laboratory report shall
be submitted to the Engineer at least 10 days before starting slurry seal work.
Revised 6/15/2017 Contract No. 6001-22E Page 129 of 148
A certificate of compliance as specified for emulsified asphalt in section 203-3.1with each
shipment of emulsified asphalt or polymer modified emulsified asphalt shall be submitted to the
Engineer.
Add the following section:
302-4.3.5 Quality Control. Add the following:
An effective quality control system shall be established, maintained and followed in accordance
with 2022 Caltrans Standard Specification procedures. The quality control system must detail
plans, procedures, and organization necessary to furnish and apply a slurry seal that complies
with the contract. The quality control system shall be followed until work is accepted.
A Contractor Quality Control (CQC) plan shall be established, maintained and followed sufficient
to ensure that the warranty related treatment complies with the contract. The CQC plan must
cover all slurry seal operations. A copy of the plan shall be submitted to the Engineer, at the
preconstruction meeting, for approval. The approved plan shall be followed throughout the project.
An authorized laboratory must perform sampling and testing.
The following information, at a minimum, shall be included in the CQC plan:
1. Materials to be used on the project
2. Sampling and testing methods used to determine compliance with material specifications
3. Equipment to be used on the project
4. Calibration method used to determine compliance with the application rates
5. Procedures for pavement preparation
6. Controls implemented by the Contractor to ensure that the slurry seal materials are cured
or set up satisfactorily before opening to traffic
7. Procedures implemented by the Contractor for monitoring initial acceptance requirements
The Engineer shall be allowed to have access to all work in progress for the purpose of quality
assurance review and testing.
Immediately after sampling, two 1-quart wide mouth plastic containers of emulsified asphalt or
polymer modified emulsified asphalt taken in the presence of the Engineer shall be submitted to
the Engineer. Samples must be submitted in insulated shipping containers
Add the following section:
302-4.3.6 Documentation.
The Engineer shall be provided with a daily report including the following information:
1. Project number, route/road, Engineer
2. Date, air temperature, pavement temperature, humidity
3. Asphalt emulsion temperature
4. Beginning and ending stations
5. Job Mix Formula (JMF): application and dilution rates (emulsified asphalt)
6. Length, width, total square yards
7. Contractor's signature
The contractor shall provide proof of calibration of the slurry seal distributor. Calibration shall be
conducted no earlier than five days prior to operations. The contractor shall submit the results of
the calibration procedure to the Engineer.
Revised 6/15/2017 Contract No. 6001-22E Page 130 of 148
302-4.7 Scheduling, Public Convenience and Traffic Control. Add the following:
The Contractor shall schedule the work so as to prevent damage by all traffic. The Contractor
shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be
obtained by calling Republic Services at (760) 332-6464. The Contractor shall accommodate mail
delivery to residences and businesses during the work.
At least two weeks prior to work, Contractor shall send, by first class mail, notification letters to all
property addresses on which resurfacing shall occur. Obtaining the appropriate addresses shall
be the contractor’s responsibility. A sample letter shall be provided by the city and the Contractor
shall use the city’s sample letter with appropriate street names, dates, times, and phone numbers
specific to the work inserted in the letter.
During resurfacing operations, the Contractor’s schedule shall be designed to provide residents
and business owners sufficient paved parking within a 900 feet distance from their homes or
businesses.
Seventy-two hours prior to the start of any construction in the public right-of-way that affects
vehicular traffic and/or parking or pedestrian routes, the Contract shall give written notification of
the impending disruption. For a full street closure, all residences and/or businesses on the
affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway
repairs, the residences and/or businesses directly affected by the work shall be notified.
The Contractor shall deliver the 72-hour advance notification door hangar which shall state the
date and time the work will begin and its anticipated duration. The notification shall list two
telephone numbers that may be called to obtain additional information. One number shall be the
Contractor’s permanent office or field office and the other number shall be a 24 hours number
answered by a representative of the Contractor who is knowledgeable about the project. At least
one of the phone numbers shall be in the 760 area code. An answering machine shall not be
connected to either number. The notification shall also give a brief description of the work and
simple instructions to the home or business owner on what they need to do to facilitate the
construction. The Contractor shall use the sample door hangar provided by the city and submit
door hangars to the Inspector for approval. Notices shall not be distributed until approved by the
Inspector.
The notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without
adhesives. It shall be a minimum size of 3 ½ inches by 8 ½ inches and shall be brightly colored
with contrasting printing. The material shall be equivalent in strength and durability to 65lb card
stock. The printing on the notice shall be no smaller than 12 points. The door hangars shall show
the street name, date, time, phone numbers, and appropriate information specific to the work
inserted.
The preparation, materials, printing and distribution of the notifications shall be included in the
contract price bid for “Public Notification of Work” and the Contractor will not be entitled to any
additional compensation for work outlined in this section.
Revised 6/15/2017 Contract No. 6001-22E Page 131 of 148
(Name of Contractor)
(Address of Contractor)
(Contractor’s License Number)
(Date)
As part of the City of Carlsbad’s ongoing program to maintain our roadways, streets in your
neighborhood are scheduled for resurfacing in the coming weeks. The resurfacing work will
require traffic control to be put in place in those areas. The work will take place between the hours
of 8:30 a.m. and approximately 3:30 p.m., or until the traffic control devices are removed.
Residents located on the streets scheduled for resurfacing will be notified 72 hours in advance of
the work. Look for a brightly colored 3 ½” x 8 ½” card attached to your doorknob. You will also
notice temporary “no parking” signs on your street with a specific “no parking” date written on it.
PLEASE NOTE: weather conditions and other factors outside our control can sometimes cause
work to be rescheduled at the last minute. If this happens, we will notify you as soon as possible
of the new date.
To prepare for this road work, we are asking neighbors to help. Here’s how:
• Park your car outside the area of work unless you plan to leave before 8 a.m. the morning
the work starts. Watch for “no parking” signs.
• Park your car in your driveway or garage (off the street) if you aren’t going to need it
between 8:30 a.m. and 3:30 p.m.
• Avoid walking, biking and skate boarding on new roads until construction signs are
removed.
• Please keep kids and pets off the new roadway on the day of the resurfacing.
• Do not walk on the newly resurfaced street or you may get black residue on the bottom of
your shoes. The residue may damage or mark surfaces and be very difficult to remove.
• Please try to keep the work area and new road dry until construction signs are removed.
Monitor sprinklers, hoses and other water sources around your home.
• Please note that mail could be delayed on the day of the resurfacing if your postal carrier
cannot reach your mailbox.
• Work will be coordinated with trash pick-up.
• If you have a special concern or need reasonable accommodations, please call the City
of Carlsbad at 760-602-2780.
(Contractor Name) will be performing the resurfacing work for the city. You may call a contractor
representative at (XXX) XXX-XXXX for more information about the project and to answer
questions. For a map of all streets scheduled for resurfacing throughout the city, please visit the
city website at www.carlsbadca.gov, click on City Services> Streets and Traffic> Maintenance>
Street Resurfacing.
The City of Carlsbad has some of the most well-maintained streets in the region thanks to the
cooperation of community members like you. We appreciate your patience and understanding,
and we will do everything we can to get this work done quickly and efficiently.
~~ \..
Revised 6/15/2017 Contract No. 6001-22E Page 132 of 148
302-4.8.2 Emulsion-Aggregate Slurry (EAS)
302-4.8.2.1 Application Temperature. Add the following:
Seal coat, tack coat, or slurry seal activities shall not be started when precipitation is forecasted
during the application and curing period.
Slurry seal shall not be placed if rain is imminent or the air temperature is expected to be below
36°F within 24 hours after placement.
Before applying and during the application of slurry seals, drainage inlets, manholes, valve and
monument covers, grates, and other exposed facilities located within the area of application shall
be covered using plastic or oil resistant construction paper secured by tape or adhesive to the
facility being covered. The covered facilities shall be referenced with enough control points to
relocate the facilities after application of the slurry seals.
Immediately before applying slurry seal, the surface to receive slurry seal shall be cleaned by
removing any extraneous material affecting adhesion of the slurry seal with the existing surface.
Self-propelled power brooms shall be used to clean the existing pavement.
Add the following section:
302-4.8.2.3 Maintenance.
The slurry sealed streets shall be swept 24 hours after placement without damaging the slurry
seal. For 3 consecutive days afterwards, the streets received slurry seal shall be swept daily using
a self-loading motor sweeper with spray nozzles unless determined otherwise by the Engineer.
One week later, the Contractor shall sweep the slurry sealed streets once per week for two weeks.
The Engineer has the authority to require more sweeping than specified herein. All sweeping
costs shall be included in the Contractor’s bid.
The slurry seal must not show bleeding, raveling, separation, or other distresses for 15 days after
placing. If bleeding, raveling, delaminating, rutting, or wash-boarding occurs after placing
the slurry seal, make repairs using an authorized method.
Slurry sealed streets shall be protected from damage until it has set and will not adhere or be
picked up by vehicle tires. Slurry seal must not exhibit distress from traffic such as bleeding,
raveling, separation or other distresses.
Add the following section:
302-4.8.2.4 Construction Method.
Construction of Type I & II slurry seal shall comply with the requirements set forth in 302-4 of the
Standard Specifications, except as modified herein.
The slurry seal mixture (PMCQS-1h w/ 2.5% polymer by weight of residual asphalt) shall be of
proper consistency at all times so as to provide the application rate required by the surface
condition. The average application rate shall be in accordance with the following Slurry Seal
Application Rates:
Type I to be used in the bike lanes and buffered areas as illustrated in the project Plans and
described in Table 302-4.8.2.4:
1,750 SF/ELT (square feet/extra-long ton).
Revised 6/15/2017 Contract No. 6001-22E Page 133 of 148
Type 2 to be used in the vehicular lanes as illustrated in the project Plans and the areas beyond
what is described in Table 302-4.8.2.4:
1,250 SF/ELT (square feet/extra-long ton).
Payment reduction for noncompliance shall conform to 302 – 4.11.1
TABLE 302-4.8.2.4 – TYPE 1 AVERAGE WIDTH
(EASTBOUND AND WESTBOUND DIRECTIONS)
Street Name From Street To Street Width of Type I (FT) - EB Width of Type I (FT) - WB CARLSBAD VILLAGE DR I-5 CVD SB OFF RAMP RA I-5 8 8
CARLSBAD VILLAGE DR I-5 I-5 8 8
CARLSBAD VILLAGE DR I-5
I-5 CVD NB ON RAMP
RA 8 8
CARLSBAD VILLAGE DR I-5 CVD NB ON RAMP RA PIO PICO DR 6 6
CARLSBAD VILLAGE DR PIO PICO DR HIGHLAND DR 8 8
CARLSBAD VILLAGE DR HIGHLAND DR VALLEY ST 8 8
CARLSBAD VILLAGE DR VALLEY ST MONROE ST 8 8
CARLSBAD VILLAGE DR MONROE ST DONNA DR 8 8
CARLSBAD VILLAGE DR DONNA DR CELINDA DR 8 8
CARLSBAD VILLAGE DR CELINDA DR EL CAMINO REAL 8 8
CARLSBAD VILLAGE DR EL CAMINO REAL AVENIDA DE ANITA 6 6
CARLSBAD VILLAGE DR AVENIDA DE ANITA APPIAN RD 8 8
CARLSBAD VILLAGE DR APPIAN RD SANTA CLARA WY 13 13
CARLSBAD VILLAGE DR SANTA CLARA WY CONCORD ST 13 13
CARLSBAD VILLAGE DR CONCORD ST PONTIAC DR 13 13
CARLSBAD VILLAGE DR PONTIAC DR VICTORIA AV 6 6
CARLSBAD VILLAGE DR VICTORIA AV CHATHAM RD 13 13
CARLSBAD VILLAGE DR CHATHAM RD TAMARACK AV 8 8
CARLSBAD VILLAGE DR TAMARACK AV GLASGOW DR 10 10
CARLSBAD VILLAGE DR GLASGOW DR COLLEGE BL 10 10
TAMARACK AV CARLSBAD BL GARFIELD ST 6 6
TAMARACK AV GARFIELD ST AT & SF RR 8 8
TAMARACK AV AT & SF RR HIBISCUS CR 8 8
TAMARACK AV HIBISCUS CR SHERIDAN PL 8 8
TAMARACK AV SHERIDAN PL LINMAR LN 8 8
TAMARACK AV LINMAR LN JEFFERSON ST 6 8
TAMARACK AV JEFFERSON ST
I-5 TAMARACK SB ON R
RA 6 10
Revised 6/15/2017 Contract No. 6001-22E Page 134 of 148
Street Name From Street To Street Width of Type I (FT) - EB Width of Type I (FT) - WB TAMARACK AV
I-5 TAMARACK SB ON R
RA I-5 6 6
TAMARACK AV I-5
I-5 TAMARACK NB ON
RA 6 6
TAMARACK AV I-5 TAMARACK NB ON RA PIO PICO DR 6 6
TAMARACK AV PIO PICO DR ADAMS ST 8 8
TAMARACK AV ADAMS ST ADAIR WY 13 13
TAMARACK AV ADAIR WY MARGARET WY 13 13
TAMARACK AV MARGARET WY POLLY LN 13 13
TAMARACK AV POLLY LN HIGHLAND DR 13 13
TAMARACK AV HIGHLAND DR JAMES DR 13 13
TAMARACK AV JAMES DR VALLEY ST 13 13
TAMARACK AV VALLEY ST PARK DR 13 13
TAMARACK AV PARK DR SCOTT DR 13 13
TAMARACK AV SCOTT DR ALDER AV 13 13
TAMARACK AV ALDER AV CRESCENT POINT RD 13 13
TAMARACK AV CRESCENT POINT RD SUNNYHILL DR 13 13
TAMARACK AV SUNNYHILL DR SKYLINE RD 13 13
TAMARACK AV SKYLINE RD HIGH RIDGE AV 13 13
TAMARACK AV HIGH RIDGE AV EAST POINTE AV 13 13
TAMARACK AV EAST POINTE AV PALISADES DR 13 13
TAMARACK AV PALISADES DR AMBERWOOD CT 13 13
TAMARACK AV AMBERWOOD CT EL CAMINO REAL 13 13
TAMARACK AV EL CAMINO REAL LA PORTALADA DR 13 13
TAMARACK AV LA PORTALADA DR PONTIAC DR 13 13
TAMARACK AV PONTIAC DR PRIVATE ST 13 13
TAMARACK AV PRIVATE ST KIRKWALL AV 13 13
TAMARACK AV KIRKWALL AV EDINBURGH DR 13 13
TAMARACK AV EDINBURGH DR CARLSBAD VILLAGE DR 13 13
CANNON RD (EB) CARLSBAD BL LOS ROBLES DR 13
CANNON RD (WB) LOS ROBLES DR CARLSBAD BL 13
CANNON RD (EB) LOS ROBLES DR EL ARBOL DR 13
CANNON RD (WB) EL ARBOL DR LOS ROBLES DR 13
CANNON RD (EB) EL ARBOL DR AT & SF RR 13
CANNON RD (WB) AT & SF RR EL ARBOL DR 13
Revised 6/15/2017 Contract No. 6001-22E Page 135 of 148
Street Name From Street To Street Width of Type I (FT) - EB Width of Type I (FT) - WB CANNON RD (EB) AT & SF RR AVENIDA ENCINAS 13
CANNON RD (WB) AVENIDA ENCINAS AT & SF RR 13
CANNON RD (EB) PASEO DEL NORTE CAR COUNTRY DR 10
CANNON RD (WB) CAR COUNTRY DR PASEO DEL NORTE 10
CANNON RD (EB) CAR COUNTRY DR LEGOLAND DR 10
CANNON RD (WB) LEGOLAND DR CAR COUNTRY DR 10
CANNON RD (EB) LEGOLAND DR GRAND PACIFIC DR 10
CANNON RD (WB) GRAND PACIFIC DR LEGOLAND DR 10
CANNON RD (EB) GRAND PACIFIC DR FARADAY AV 10
CANNON RD (WB) FARADAY AV GRAND PACIFIC DR 10
POINSETTIA (EB) CARLSBAD BL ISTHMUS DR 13
POINSETTIA (WB) ISTHMUS DR CARLSBAD BL 13
POINSETTIA (EB) ISTHMUS DR AT & SF RR 13
POINSETTIA (WB) AT & SF RR ISTHMUS DR 13
POINSETTIA (EB) AT & SF RR AVENIDA ENCINAS 13
POINSETTIA (WB) AVENIDA ENCINAS AT & SF RR 13
POINSETTIA (EB) AVENIDA ENCINAS
I-5 POINSETTIA SB OF
RA 10
POINSETTIA (WB) I-5 POINSETTIA SB OF RA AVENIDA ENCINAS 8
POINSETTIA (EB) I-5 POINSETTIA SB OF RA I-5 6
POINSETTIA (WB) I-5
I-5 POINSETTIA SB OF
RA 6
POINSETTIA (EB) I-5
I-5 POINSETTIA NB ON
RA 8
POINSETTIA (WB)
I-5 POINSETTIA NB ON
RA I-5 6
POINSETTIA (EB)
I-5 POINSETTIA NB ON
RA LOWDER LN 8
POINSETTIA (WB) PASEO DEL NORTE
I-5 POINSETTIA NB ON
RA 8
POINSETTIA (EB) LOWDER LN BATIQUITOS DR 10
POINSETTIA (WB) BATIQUITOS DR PASEO DEL NORTE 10
POINSETTIA (EB) BATIQUITOS DR SNAPDRAGON DR 10
POINSETTIA (WB) SNAPDRAGON DR BATIQUITOS DR 10
POINSETTIA (EB) SNAPDRAGON DR CRYSTALLINE DR 10
POINSETTIA (WB) CRYSTALLINE DR SNAPDRAGON DR 10
POINSETTIA (EB) CRYSTALLINE DR AVIARA PY 10
POINSETTIA (WB) AVIARA PY CRYSTALLINE DR 10
Revised 6/15/2017 Contract No. 6001-22E Page 136 of 148
Street Name From Street To Street Width of Type I (FT) - EB Width of Type I (FT) - WB POINSETTIA (EB) AVIARA PY PRIVATE DWY 10
POINSETTIA (WB) PRIVATE DWY AVIARA PY 10
POINSETTIA (EB) PRIVATE RD BRIGANTINE DR 10
POINSETTIA (WB) BRIGANTINE DR PRIVATE RD 10
POINSETTIA (EB) BRIGANTINE DR BLACK RAIL RD 10
POINSETTIA (WB) BLACK RAIL RD BRIGANTINE DR 10
POINSETTIA (EB) BLACK RAIL RD FISHERMAN DR 10
POINSETTIA (WB) FISHERMAN DR BLACK RAIL RD 10
POINSETTIA (EB) FISHERMAN DR AMBROSIA LN 10
POINSETTIA (WB) AMBROSIA LN FISHERMAN DR 10
POINSETTIA (EB) AMBROSIA LN CASSIA RD 10
POINSETTIA (WB) CASSIA RD AMBROSIA LN 10
POINSETTIA (EB) CASSIA RD ENCELIA 10
POINSETTIA (WB) ENCELIA PL CASSIA RD 10
POINSETTIA (EB) ENCELIA PL SPARTINA CT 10
POINSETTIA (WB) SPARTINA CT ENCELIA PL 10
POINSETTIA (EB) SPARTINA CT ARTEMISIA 10
POINSETTIA (WB) ARTEMISIA CT SPARTINA CT 10
POINSETTIA (EB) ARTEMISIA CT BRIDGE 10
POINSETTIA (WB) BRIDGE ARTEMISIA CT 10
POINSETTIA (EB) BRIDGE SKIMMER CT 10
POINSETTIA (WB) SKIMMER CT BRIDGE 10
POINSETTIA (EB) EL CAMINO REAL ESTRELLA DE MAR RD 8
POINSETTIA (WB) ESTRELLA DE MAR RD EL CAMINO REAL 8
POINSETTIA (EB) ESTRELLA DE MAR RD ALICANTE RD 10
POINSETTIA (WB) ALICANTE RD ESTRELLA DE MAR RD 10
POINSETTIA (EB) ALICANTE RD QUARTZ WY 10
POINSETTIA (WB) QUARTZ WY ALICANTE RD 10
POINSETTIA (EB) QUARTZ WY MICA RD 10
POINSETTIA (WB) MICA RD QUARTZ WY 10
POINSETTIA (EB) MICA RD EL FUERTE ST 10
POINSETTIA (WB) EL FUERTE ST MICA RD 10
POINSETTIA (EB) EL FUERTE ST PASEO ESCUELA 10
Revised 6/15/2017 Contract No. 6001-22E Page 137 of 148
Street Name From Street To Street Width of Type I (FT) - EB Width of Type I (FT) - WB POINSETTIA (WB) PASEO ESCUELA EL FUERTE ST 10
POINSETTIA (EB) PASEO ESCUELA MELROSE DR 10
POINSETTIA (WB) MELROSE DR PASEO ESCUELA 10
LA COSTA AV EL CAMINO REAL PRIVATE DWY 8 8
LA COSTA AV PRIVATE DWY FAIRWAY LN 10 10
All remaining widths of slurry seal not addressed in Table 302.4.8.2.4 shall be Type 2 and any
changes will need to be authorized by the City Inspector and Engineer.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. Add the following:
The Contractor shall treat all vegetation within the limits of the paved area to receive asphalt
concrete paving in accordance with the City’s Integrated Pest Management (IPM) plan. The
document can be found on the City’s website. Allowance for the vegetation treatment period shall
be shown in the schedule required per section 6-1.
302-5.2 Pavement Transitions. Add the following:
The Contractor shall ramp the approaches and termini to all structures and vertical joints in the
cold-milled area which are transverse to through traffic with temporary asphalt concrete pavement
as specified in section 306-13.1. Ramps shall be constructed the same day as cold milling and
removed the same day as permanent paving. Ramp dimensions and compaction shall be as
approved by the Engineer.
302-5.4 Tack Coat. Add the following:
The Contractor shall place a tack coat between the successive interfaces of existing pavement
and new asphalt concrete.
302-5.5 Distribution and Spreading. Modify as follows:
After second sentence of sixth paragraph, add: The Contractor shall provide the self-propelled
spreading and finishing machine used to construct the asphalt concrete surface course with an
automatic screed control. The automatic screed control shall be 5.5 m (18’) minimum length. The
paving machine shall be operated by an operator and two full-time screed men during all paving.
The Contractor shall provide an on-site backup paving machine during all paving operations.
No conveyor belt systems will be allowed for moving the AC. No AC windrows will be allowed. Only
a surge volume/remix material transfer vehicle (MTV) is allowed to receive the AC from the haul
trucks and then place it in the self-propelled spreading and finishing machine. If the Engineer
determines the use of the MTV is not practical for a portion of the project, the Engineer may waive
its requirement for that portion.
=========---
Revised 6/15/2017 Contract No. 6001-22E Page 138 of 148
302-5.6.1 General. Modify as follows:
Second paragraph, Part (2), add: Pinched joint rolling procedures shall be required, and vibratory
rollers shall be limited to breakdown, unless otherwise directed by the Engineer.
302-5.8 NOT USED
Add the following section:
302-5.8 Manholes and Valve Boxes (and other structures).
The Contractor must locate, survey, and record locations of all appurtenances in the roadway
including, but not limited to, manholes, access holes, valve boxes, blow-offs, air releases, sewer
cleanouts, and survey monument boxes (please refer to Section 2-9 for specific requirements to
survey monuments). GIS based maps/ exhibits of water, sewer, and storm water manholes and
covers can be seen in Appendix B-1 to B-3, Contractor to verify. Prior to grinding or paving
adjacent to any structure, Contractor shall install plywood shelves or umbrella devices in order to
prevent debris from falling into structures. Prior to placing the overlay, the Contractor shall install
rubber nipples/risers on top of all appurtenances in the roadway and pave over the rubber
nipples/risers. Each manhole cover shall be treated or covered to prevent adhesion of the overlay.
Each City-owned manhole and cleanout shall be located and raised to grade within 72 hours after
the overlay is placed and shall be thoroughly cleaned of any construction debris which may have
entered due to the Contractor’s operation. Each valve box shall be replaced per City Standard
Drawings, Volume 3, Chapter 4 (refer to Current City Standards Plans
https://www.carlsbadca.gov/home/showpublisheddocument/334/637980518271200000).
The contractor shall be responsible for matching the finish grades of the new pavement to match
the existing manholes, as to create a smooth finish surface, and not have any abrupt changes in
or around the manholes.
In the event of any damage to existing manholes during construction activities, the contractor shall
replace them at the contractor’s expense, and no extra payment shall be made to the contractor.
All City of Carlsbad sanitary sewer access covers shall be adjusted per City Standard Drawing
No. S1. All storm sewer access covers shall be adjusted per SDRSD D-10.
For all non-City owned appurtenances, manholes, valve boxes, or other structures in the roadway
or in conflict with the proposed improvements, the contractor shall coordinate with the proper
agency contact. For Leucadia Wastewater District, contact Ian Riffel at (760) 753-0155 ext.3002.
For Olivenhain Municipal Water District, contact Dan Bean at (760) 415-8548.
For all non-City owned appurtenances, manholes, valve boxes, or other structures in the roadway
or within the project limits, if the contractor and the owner of the non-City owned utilities mutually
agree to contract with one another to adjust or replace the appurtenances, the contractor shall
extend them the same bid prices as offered in this contract, with up to 10% markup only.
Survey monument boxes shall be replaced and adjusted to grade per SDRSD M-10.
Riser rings or extensions shall not be used for the adjustment of City-owned appurtenances.
Replacing and adjusting to grade all City-owned appurtenances in the roadway shall be paid for
at the contract unit price per each as shown in the Bid. Such price shall constitute full
compensation for all labor, materials, and equipment necessary for completing the work as
described in these specifications, including traffic control and prevention from debris falling into
structures. Other Agencies may adjust their own appurtenances or other Agencies may contract
with a third party to raise their appurtenances. ~~ \..
Revised 6/15/2017 Contract No. 6001-22E Page 139 of 148
302-5.9 Measurement and Payment. Add the following: Payment for asphalt concrete placed
and compacted shall be at the unit price bid per ton. No additional payment shall be made for any
tack coat, material transfer vehicle, compaction, traffic control, or other incidentals.
302-14 POLYMER MODIFIED ASPHALT CONCRETE (PMAC).
Add the following section:
302-14.1 General. Add the following section:
Quality Control Program. The Contractor shall implement a Quality Control Program throughout
the production and placement of PMAC. The Quality Control Program shall consist of the
preparation and implementation of a Quality Control Plan (QCP).
At least 5 business days prior to the Preconstruction Meeting, the Contractor shall submit to the
Engineer a QCP for PMAC production and placement for review and approval. The QCP shall
include the name(s) of personnel responsible for quality control, their qualifications, and specific
procedures to be followed during PMAC placement operations.
The Contractor shall maintain accurate records of all tests it performs as part of its Quality Control
Program and shall make these records available to the Engineer upon request. The Contractor
can also be required to submit its QC test results at the end of each day. The Contractor shall
satisfy itself that its materials and workmanship, including those of its subcontractors and
suppliers, are in conformance with the Contract Documents. The Contractor shall submit to the
Engineer for review copies of the results of all Quality Control tests it has performed prior to
requesting the Agency to perform Quality Assurance testing.
The QCP must describe the organization and procedures for:
1. Controlling PMAC quality characteristics
2. Taking samples, including sampling locations
3. Establishing, implementing, and maintaining QC
4. Determining when corrective actions are needed
5. Implementing corrective actions
6. Using methods and materials for backfilling core locations, if applicable
The QCP must address the elements affecting PMAC quality, including:
1. Aggregates
2. Asphalt binder
3. Additives (i.e. WMA additive)
4. Production
5. Paving
The Contractor shall allow 5 business days for review of the QCP by the Agency.
If the Contractor changes QC procedures, personnel, or sample testing locations, the Contractor
shall submit a QCP supplement before implementing the proposed change. The Contractor shall
allow 3 business days for review of the QCP supplement.
Revised 6/15/2017 Contract No. 6001-22E Page 140 of 148
The Contractor shall collect and hold data for the duration of the contract and shall make these
records available to the Engineer upon request. The snapshot of production data must include
the following:
1. Production date
2. Production location
3. Time of day the data is captured
4. AC mix type being produced and target binder content
5. AC additive type, brand, and target rate
6. Temperature of the binder and AC mixture
7. For a continuous mixing plant, the rate of flow of the dry aggregate
8. For a continuous mixing plant, the rate of flow of the asphalt meter
9. For a continuous mixing plant, the rate of flow of AC additive meter
10. For batch plant mixing, actual batch weights of all ingredients
11. Dry aggregate to binder ratio calculated from metered ingredient output
12. Dry aggregate to AC additive ratio calculated from metered output
AC with WMA additive technology must be produced between 260°F and 325°F.
Using WMA additive is optional for this project. If the Contractor desires to use WMA additive,
then a technical representative for the WMA additive technology must attend the Preconstruction
Meeting should WMA be used by the Contractor.
302-14.3 Distribution and Spreading. Replace with the following: Distribution and spreading
shall conform to 302-5.5 of the SSPWC except as follows:
Replace the fourth paragraph with the following:
Polymer modified asphalt concrete with WMA additive technology shall not be placed until the
atmospheric temperature is a minimum of 45oF and rising, and the surface temperature of the
underlying material is a minimum of 45ºF. Polymer modified asphalt concrete shall also not be
placed during unsuitable weather.
For PMAC produced with WMA additive technology:
1. 1st coverage of breakdown compaction before the surface temperature drops below 230°F
2. Breakdown and intermediate compaction before the surface temperature drops below
170°F
3. Finish compaction before the surface temperature drops below 130°F
The Contractor may continue static rolling below 130°F to remove roller marks.
302-14.4 Rolling. Replace the third paragraph of 302-5.6.2 with the following:
The Contractor shall determine the in-place density and relative compaction of polymer modified
asphalt concrete placed on this Project as part of its Quality Control Program. The Contractor
shall follow the procedures and methods specified in California Test 375, February 2012 modified
as follows:
PART 4. DETERMINATION OF IN-PLACE DENSITY WITH THE NUCLEAR DENSITY
GAGE
Revised 6/15/2017 Contract No. 6001-22E Page 141 of 148
4A. APPARATUS/MATERIAL
1. Add the following:
The nuclear device shall be specifically designed for testing the density of asphalt
concrete.
4B. DETERMINING IN-PLACE DENSITY
Add the following:
13. The Contractor shall furnish the Engineer with a copy of the test results for each Sub-
Lot at the end of each Working Day. The test results shall identify the Lot and Sub-
Lot in the following manner:
a. Each Lot shall be consecutively numbered (i.e., first day of paving, Lot “1"; second
day of paving, Lot “2"; ...)
b. Each Lot shall be divided into Sub-Lots of 500 tons each and shall be consecutively
lettered starting with Sub-Lot “A” (i.e., the first Sub-Lot of the first day of paving will
be Lot “1-A”, the second Sub-Lot of the first day of paving will be Lot “1-B” …the
first Sub-Lot of the second day of paving will be Lot “2-A”, …). A Sub-Lot may,
when approved by the Engineer, be placed at 2 separate locations as long as
placement is in conformance with the Specifications and the Contractor clearly
identifies the location and limits of the placement.
c. The Contractor shall test a minimum of 10 sites for each 500 tons of polymer
modified asphalt concrete placed. For areas containing less than 500 tons, the
Contractor shall test at the rate of 1 test site for each 50 tons or portion thereof of
polymer modified asphalt concrete placed.
PART 6. CALCULATION OF RELATIVE COMPACTION
3. Add the following:
The Agency will take a set of 3 cores per Sub-Lot for the purposes of determining in-
place density. In-place density will be determined by the Agency in accordance with
California Test 308, Method “A”, with the exception that the Agency will use zinc
stearate. The average in-place density of the 3 cores will be used for the purpose of
calculating relative compaction per Part 6. The Agency, at its option, may determine
the average in-place density using a nuclear device in accordance with California Test
375. In the event of a dispute between the results obtained by the Contractor using
the nuclear device, and the results obtained by the Agency using California Test 308,
the latter results shall prevail.
302-14.4 Payment. Payment for PMAC pavement in which the relative compaction, by lot, is less
than 95 percent, but greater than 91.9 percent, will be made at the Contract Unit Price minus (the
Reduced Compensation Factor multiplied by the Contract Unit Price) as shown in Table 302-14.8.
Revised 6/15/2017 Contract No. 6001-22E Page 142 of 148
TABLE 302-14.8
Relative
Compaction
(Percent)
Reduced
Compensation
Factor
Relative
Compaction
(Percent)
Reduced
Compensation
Factor
95.0 0.000 93.4 0.062
94.9 0.002 93.3 0.068
94.8 0.004 93.2 0.075
94.7 0.006 93.1 0.082
94.6 0.009 93.0 0.090
94.5 0.012 92.9 0.098
94.4 0.015 92.8 0.108
94.3 0.018 92.7 0.118
94.2 0.022 92.6 0.129
94.1 0.026 92.5 0.142
94.0 0.030 92.4 0.157
93.9 0.034 92.3 0.175
93.8 0.039 92.2 0.196
93.7 0.044 92.1 0.225
93.6 0.050 92.0 0.300
93.5 0.056
Should the compaction of any lot be less than 91.9 percent, the lot shall be removed and replaced
at the Contractor's expense.
Add the following section:
302-15 ASPHALT PAVEMENT REPAIRS AND REMEDIATION
Add the following section:
302-15.1 General. Damage to existing traffic loops caused by pavement repairs or cold milling
will require immediate replacement of the traffic loops unless video detection has been set up and
the loops are unnecessary. If pavement fabric or geo-textile is encountered during any pavement
repairs or cold milling, the Contractor shall remove and dispose of it at the Contractor’s expense.
The cost of the work described in this section shall be included in the bid price for the repair itself
or cold milling (grinding).
302-15.2 AC Cold Milling and Disposal of Grindings. Cold Milling or grinding shall be in
accordance with the provisions of Section 404 of the Greenbook, latest edition. The Contractor
shall cold mill or diamond grind the existing AC to the width and depth as shown on the plans and
described in the Standard Specifications and these Special Provisions. In the field, the Engineer
may change the width and depth of the cold milling at his discretion. If the Contractor’s cold milling
severs any traffic detection loops, the Contractor shall replace them immediately at the
Contractor’s expense. Existing advance traffic signal loop detectors shall be replaced by the
Contractor and paid for per the bid item Replace Traffic Signal Detector Loop, Type E, even when
video detection has been installed at the intersection. Contractor shall install Type E Loop
Detector per Caltrans Revised Standard Plan RSP ES-5B. For all traffic signal loops that are to
be replaced, a new, dedicated DLC with home run back to the cabinet is required for every existing
loop that is currently sliced with other loops connecting to one DLC back to a cabinet. Each
advance loop should have its own homerun back to the signal cabinet as well. Contractor shall
construct temporary AC ramps at the cold-milled edges parallel and perpendicular to the direction
of travel. Payment for construction, removal, and disposal of temporary asphalt concrete ramps ~~ \..
Revised 6/15/2017 Contract No. 6001-22E Page 143 of 148
shall be included in the bid item for cold milling. As shown on the plans, some cold milling may
require tapering of milled thickness.
If and when the Contractor encounters pavement fabric or petromat during cold milling, the
Contractor shall remove and dispose of the pavement fabric or petromat. The cost of removing
and disposing pavement fabric or petromat shall be included in the Contractor’s bid price for cold
milling and no additional payment will be made therefor.
302-15.3 Two (2) Inch Depth AC Cold Mill and Replace. The area set forth in the bid items is
for estimating purposes only and the final quantities will be as measured in the field by the City
Inspector. The Inspector will designate and mark the final limits of the remove and replace areas
in the field by outlining the area to be patched with paint. The Contractor shall remove the asphalt
concrete in the designated area to the depth required per the requirements of Section 404 of the
SSPWC. The Contractor shall sweep the street, keep dust to a minimum, and remove and dispose
of the AC at the Contractor’s expense. A tack coat of SS-1h emulsified asphalt shall be applied
uniformly to all asphalt-to-asphalt contact surfaces at a rate of 0.25 L/m2 to 0.45 L/m2 (0.05 to 0.10
gallons per square yard) in accordance with subsection 302-5.4, SSPWC. The Contractor shall
fill the area with asphalt concrete and compact so that the finished surface of the new AC is flush
with the surrounding pavement. The Contractor is required to use a self-propelled paving machine
for areas 6 feet wide and wider. The asphalt concrete so constructed shall have a finish surface
and density conforming to subsection 302-5.6.2 SSPWC.
302-15.4 Crack Sealing. All joints and cracks equal or >1/4” wide shall be cleaned to a minimum
depth of 1” (25 mm) with high pressure air jet and/or routed as directed by the City inspector as
specified in Section 203-10. No sealant material shall be placed until the joints and cracks have
been cleaned of all loose dirt, old material, and are sufficiently dry. Both side walls of the cracks
and joints must be free of dust and debris to assure optimum sealant adhesion. The joints and
cracks shall be inspected and approved by the Inspector prior to placing the crack sealant
material. Final joint and crack cleaning will be the same day of the sealing operation except as
otherwise approved by the Inspector.
The Contractor shall dispose of debris from crack cleaning outside the public way in accordance
with Section 7-8.1, “Cleanup and Dust Control.” The hot-melt rubberized asphalt shall be melted
in a jacketed, double boiler type melting unit. Temperature of the heat transfer medium shall not
exceed manufacturer’s recommendations. Application of the hot-melt sealant shall be made with
a pressure feed applicator or pour pot. Sealant shall be applied when the pavement surface
temperature is greater than 50°F. Containers of hot-melt rubberized sealant shall be delivered to
the jobsite in unopened containers that are clearly marked with data showing the manufacturer’s
name, the product designation and the manufacturer’s batch number and lot numbers. The level
of the sealant shall be flush with the surface of the existing pavement. All excess sealant shall be
removed from the crack with a minimum overlap onto adjacent pavement. Crack sealant shall be
allowed to cure for 7 days prior to street resurfacing.
302-15.5 Measurement and Payment. Quantities of pavement repairs as set forth in the bid
items are for estimating purposes only. Final quantities will be as designated and measured in
the field. The Engineer will designate and mark the limits of the repairs. Full compensation for
conforming to the requirements of constructing pavement repairs shall include but not be limited
to: furnishing all labor, tools, equipment, and materials necessary for doing the work as outlined
in the appropriate section, including saw cutting and removing and disposing of existing asphalt
concrete, aggregate base/subbase and basement soil as designated by the engineer, placement
of asphalt concrete, compaction of subbase and asphalt concrete, placement of SS-1h asphalt
Revised 6/15/2017 Contract No. 6001-22E Page 144 of 148
emulsion and all other work incidental to the pavement repairs shall be considered as included in
the contract unit price bid and no additional compensation will be allowed therefor.
The bid price for cold milling shall include removing and disposing of pavement fabric or geo-
textile when encountered.
Full compensation for conforming to the requirements of crack sealing shall include but not be
limited to, furnishing all labor, materials, tools, equipment, and incidentals necessary to do the
work. Crack cleaning, roadway clean up, application of sealant, removal of excess sealant and
all other work incidental to crack sealing shall be considered as included in the contract unit price
bid and no additional compensation will be allowed therefor.
SECTION 303 CONCRETE AND MASONRY CONSTRUCTION.
303-1 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY
INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS.
Add this section:
303-5.10 Curb Ramp Construction.
303-5.10 Installation. The curb ramp work will conform to the requirements of Section 303‐5 of
the Standard Specifications as modified herein. The work will consist of the following:
a) The Contractor shall be solely responsible for means and methods for laying out and
verifying all proposed curb ramps’ and appurtenances’ grades, including all associated
sidewalks, curbs, and gutter plates, in accordance with the standard drawings and as
indicated in the construction documents. The final grades for all constructed curb ramps
and appurtenances shall not exceed maximum grades indicated in the standard drawings
and the construction documents. There shall be no construction tolerances allowed. Any
curb ramps or appurtenances constructed in excess of maximum grades as indicated in
the aforementioned documents shall be removed and replaced at the Contractor’s sole
expense. Removal or AC pavement disposal of existing concrete including curb and gutter
or portion of spandrel as occurs, and sidewalk necessary to construct the ramp shall be
made as straight edges and by the full depth saw cutting only. Removal limits shall be
agreed to in writing prior to the saw cutting operation for each ramp location.
b) The pedestrian ramps locations and types are shown on the plans. Details for saw cutting
existing cross gutter spandrels and replacement of existing AC pavement are shown on
the plans.
303-5.10.2 Payment. Payment for construction of curb ramps will be made at the contract unit
price per each, and shall include full compensation for furnishing all labor, materials, tools,
equipment and incidentals and for doing all work involved in providing and constructing the curb
ramps including removal of and construction of curb, curb and gutter, cross gutter spandrel,
alley apron, AC pavement and sidewalk, removal of existing ramps and sidewalk associated
with ramp construction, and construction of curb, gutter and sidewalks in place, as necessary
to achieve ADA compliant grades (regardless of replacement limits shown on plans),
construction staking of curb ramps, removal and reconstruction of adjacent improvements
including but not limited to private hardscape improvements and landscaping/irrigation
improvements, repainting of new curb to match painting of existing curb, if any, prior to ramp
Revised 6/15/2017 Contract No. 6001-22E Page 145 of 148
construction, and joining work to tie proposed ramp into the adjacent existing PCC (doweling,
epoxy, etc.) as shown on plans, complete in place as specified in the special provisions and as
directed by the Engineer. The payment for curb ramps shall include the detectable warning
strip. Payment for construction of curb ramps shall include full compensation for furnishing all
labor, materials, tools, equipment, including but not limited to; saw cutting, removal & disposal
of materials, compaction, adjacent asphalt paving and all related incidentals required to
complete the work in place.
SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT
MARKINGS, AND PAVEMENT MARKERS
314-3 REMOVAL OF PAVEMENT MARKERS.
314-3 General. Add the following: The Contractor shall remove all existing thermoplastic and
raised pavement markers. The Contractor shall collect all water and detritus resulting from
removal from the pavement immediately and shall not allow such materials to flow in the gutter,
enter the storm drain system or to leave the pavement surface. Surface variation limitations shall
be the same as for grinding. The Contractor shall not use dry or wet sandblasting in any areas.
Alternate methods of thermoplastic removal require prior approval of the Engineer. Obliteration of
traffic striping with black paint, light emulsion oil or any other masking method other than a
minimum 30mm (0.10’) thick asphalt concrete overlay is not permitted.
The surface produced shall not exceed variations from a uniform plane more than 3 mm (1/8”) in
3 m (10’) when measured parallel to the centerline of the street or more than 6 mm (1/4”) in 3 m
(10’) when measured perpendicular to the centerline of the street. The use of any equipment that
leaves ridges, indentations or other objectionable marks in the pavement shall be discontinued,
and equipment capable of providing acceptable surface shall be furnished by the Contractor. This
equipment shall meet all requirements of the air pollution control district having jurisdiction.
For the three (3) bridge locations over the Interstate-5 on Tamarack Avenue, Poinsettia Lane, and
La Costa Avenue, only water blasting shall be used to remove painted pavement markers on the
concrete bridge deck (Refer to Schedule B of these Provisions). Equipment for water blasting
within CALTRANS Right-of-Way shall be a Stripe Hog SH8000 or approved equal with a recovery
system and capable of a blasting pressure up to 40,000 PSI with control interlocks to prevent high
pressure discharge while blasting heads are in operation. Under no circumstances shall damage
occur to the concrete pavement surface within CALTRANS Right-of-Way.
314-3.3 Payment. Modify section as follows: Payment for removal of pavement markers other
than Thermoplastic shall be paid per lump sum in the bid item Striping, Thermo, and RPMs per
Plans and Caltrans Details. Payment for removal of Thermoplastic markers shall be paid per lump
sum in the bid item Removing Existing Thermoplastic.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-4.3.5 Application. Add the following paragraph: The Contractor shall lay out (cat track)
immediately after resurfacing and as the work progresses. The contractor shall apply the first coat
of paint immediately upon approval of striping layout by the Engineer and within 72 hours of
pavement resurfacing. After one week, a second coat of paint shall be applied to all final, approved
striping. The Contractor shall paint the ends of each median nose yellow.
Revised 6/15/2017 Contract No. 6001-22E Page 146 of 148
314-4.3.7 Payment. Modify section as follows: Final and temporary traffic striping, curb markings
and pavement markings shall be included in the prices bid for striping and markings, and no
additional compensation will be allowed therefor. Reapplication of temporary stripes and markings
shall be repainted at the Contractor's expense, and no additional compensation will be allowed
therefor. The prices bid shall include all labor, tools, equipment, materials, and incidentals for
doing all work in installing the final and temporary traffic striping.
314-5 PAVEMENT MARKERS.
314-5.2.2.1 General. Add the following sentence: Epoxy adhesives shall not be installed on
asphalt concrete pavement sooner than 14 days after placement of the asphalt concrete
pavement.
Add the following section:
314-6.1 Reflective Channelizer Placement and Removal. The Contractor shall place and
remove reflective channelizers the same as for pavement marker placement and removal. The
Contractor shall place the channelizers uniformly, straight on tangent alignment and on a true arc
on curved alignment to the same tolerances of position as for application of paint in section 314-
4.3.5. The Contractor shall perform all layout work necessary to place the channelizers to the
proper alignment. If the channelizers are displaced or fail to remain in an upright position, from
any cause, the channelizers shall immediately be replaced or restored to their original location,
by the Contractor. When reflective channelizers are removed, the pavement surface shall be
restored to the same color and surface finish as the adjacent pavement.
SECTION 315 - TEMPORARY TRAFFIC CONTROL DEVICES
Add the following section:
315-1 TEMPORARY TRAFFIC PAVEMENT MARKERS.
Add the following section:
315-1.1 General. The Contractor shall supply and install temporary traffic pavement markers,
channelizers, and signing at the locations shown on the plans and as required in the
specifications, complete in place prior to opening the traveled way to public traffic.
315-1.2 Temporary Pavement Markers. Temporary reflective raised pavement markers
shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised
pavement markers shall be cemented to the surfacing with the adhesive recommended by the
manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised
pavement markers in areas where removal of the markers will be required. Pavement striping,
legends and markers which conflict with any traffic pattern shall be removed by grinding as
determined by the Engineer. The Contractor shall use temporary reflective raised pavement
markers for temporary pavement marking, except when the temporary pavement markers are
used to replace patterns of temporary traffic stripe that will be in place for less than 30 days.
Reflective pavement markers used in place of the removable-type pavement markers shall
conform to the section 312 "Pavement Marker Placement and Removal", except the 14-day
waiting period before placing the pavement markers on new asphalt concrete surfacing as
specified in section 312-1 “Placement”, shall not apply; and epoxy adhesive shall not be used to
place pavement markers in areas where removal of the markers will be required.
Revised 6/15/2017 Contract No. 6001-22E Page 147 of 148
Add the following section:
315-1.3 Channelizers. Channelizers shall be new surface-mounted type and shall be
furnished, placed, and maintained at the locations shown on the plans. Channelizer posts shall
be orange in color. Channelizers shall have affixed white reflective sheeting as specified in the
special provisions. The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The
reflective sheeting shall be visible at 300 m (1000’) at night under illumination of legal high beam
headlights, by persons with vision of or corrected to 20/20. The channelizer bases shall be
cemented to the pavement in the same manner as provided for cementing pavement markers to
pavement in section 314. Channelizers shall be applied only on a clean, dry surface. Channelizers
shall be placed on the alignment and location shown on the plans and as directed by the Engineer.
The channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on
curved alignment. All layout work necessary to place the channelizers to the proper alignment
shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an
upright position, from any cause, the channelizers shall immediately be replaced or restored to
their original location, by the Contractor. The Contractor shall provide the Engineer with a
Certificate of Compliance in accordance with the provisions of section 4-1.5, "Certification”. Said
certificate shall certify that the channelizers comply with the plans and specifications and conform
to the prequalified design and material requirements approved by the Engineer and were
manufactured in accordance with a quality control program approved by the Engineer.
Add the following section:
315-2 TEMPORARY TRAFFIC SIGNING.
Add the following section:
315-2.1 General. The Contractor shall provide and install all temporary traffic control signs,
markers, markings, and delineators at locations shown on approved Traffic Control plans and
specified herein. As part of the Contractor’s Traffic Control Plan, at least one Portable Changeable
Message Sign (PCMS) is required in each direction of travel impacted by the work on all roadways
for the project. The PCMS shall warn motorists of the work 7 days prior to start of the work, and
for the entire duration of the work.
Add the following section:
315-2.2 Maintenance of Temporary Traffic Signs. If temporary traffic signs are displaced or
overturned, from any cause, during the progress of the work, the Contractor shall immediately
replace the signs in their original approved locations. The Contractor shall maintain all temporary
traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall
replace or restore graffiti marked temporary traffic signs and posts used in the Work within 18
hours of such marking being discovered during non-working hours or, when the marking is
discovered during working hours, within 2 hours of such discovery of marking.
Add the following section:
315-4 MEASUREMENT AND PAYMENT.
Temporary traffic pavement markers shall be paid for per the lump sum bid item ‘Temporary
Pavement Markers.’ However, PCMS’s, temporary channelizers, temporary signing, temporary
railing (type K), temporary crash cushions and temporary appurtenances thereto shown on the
plans or traffic control plans, or required in the specifications are a part of the lump sum item for
Traffic Control Plan Implementation and payment therefore shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved
in applying, installing, maintaining, and removing temporary traffic pavement markers,
channelizers, signing, railing (type K), crash cushions and appurtenances, complete in place, as
Revised 6/15/2017 Contract No. 6001-22E Page 148 of 148
shown on the plans, as specified in the Standard Specification and these special provisions, and
as directed by the Engineer. Payment for temporary crash cushions, concrete barriers and the
signs and reflectors marking them shall include the installation, grading for installation, grading
for the approach path, maintenance, painting and re-painting, replacement of damaged units and
removal shall also be included in the lump-sum price bid for traffic control plan implementation.
PART 7
STREET LIGHTING AND
TRAFFIC SIGNAL SYSTEMS
SECTION 700 - MATERIALS
Add the following section:
700-5.10 Video/ Radar Detection System.
Video/ Radar detection system shall be an Iteris Vantage Next Vector multi-camera video radar
system for the intersection of La Costa Ave. and Saxony Dr. The Iteris detection system shall
consist of vantage extension modules and a central control unit housed in a traffic signal cabinet.
The Iteris Vantage Next system shall have a 17-inch drop down monitor.
SECTION 701 - CONSTRUCTION
701-17.6.4 NOT USED
Add the following section:
701-17.6.4 Video/ Radar Detection System.
Contractor to furnish and install an Iteris Vantage Next Vector multi-camera video radar system
at the intersection of La Costa Ave. and Saxony Dr. Detection units shall be bracket mounted on
a signal mast arm. Contractors shall pull a shielded CAT 6 cable per Iteris specifications in a
complete home run pull from each detection unit to cabinet with no splices. Contractor to program
video camera and radar detection for advanced vehicles. Contractor to contact the City of
Carlsbad Traffic Engineer for detection details at least two (2) weeks prior to field installation.
APPENDIX “A”
Project Limits within City of Encinitas
A
B C
D
Copyright nearmap 2015
¯
Legend
Project Limits within City of Encinitas
Right of Way Line
Location Area SqFt
La Costa A 846
La Costa B 16385
La Costa C 13086
La Costa D 24099
Date: 1/30/2023 Document Path: Z:\Eric_Zielke\Pavement\Overlay\Encinitas_Portion\Encinitas_LaCosta.mxdAndy Chang
Appendix A
-D
APPENDIX “B”
City of Carlsbad Water, Sewer, Stormwater Utilities
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27B1V12027B1V125
27B1V16627B1V168
27B1V167
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27B-22
21D-22
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21D-5
27B-54
21D-7
27B-23
27B-63
27B-3
27B-57
Copyright nearmap 2015
Legend
Sewer Access Hole
!(StandardStorm Junction
!!Junction
Storm Cleanout
$1 Cleanout
Author: Andy Chang Date: 1/30/2023 Document Path: Z:\Eric_Zielke\Pavement\Overlay\ForContractor\ForContractor_Appendix_B-1.mxd
Appendix B-1
¯* Utilities based on assets serviced by City of Carlsbad only. Some
areas may be serviced by Leucadia Wastewater District (LWWD) and
Vallecitos Water District (VWD) and are not shown on this map.Contractor to verify utilities not serviced by City of Carlsbad.
$1
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Copyright nearmap 2015
Author: An dy Chang Date: 1/30/2023 Docu ment Path: Z:\Eric_Zielke\Pavement\O verlay\ForCon tractor\ForContractor_Append ix_B-2.mxd
Appendix B-2
¯
Legend
City BoundarySewer Access Hole
!(StandardStorm Junction
!!Junction
Storm Cleanout
$1 Cleanout
* Utilities based on assets serviced by City of Carlsbad only. Some
areas may be serviced by Leucadia Wastewater District (LWWD) and
Vallecitos Water District (VWD) and are not shown on this map.Contractor to verify utilities not serviced by City of Carlsbad.
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A
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AV R A V EANCTPLATOPLBURGUNDY RDI
-5
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RAPIRAEUS
STHAWKVIEWDRI-
5 EL CAMINO REALSKY L O F T R DGASCONY RD
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Copyright nearmap 2015
Legend
City BoundarySewer Access Hole
!(StandardStorm Junction
!!JunctionStorm Cleanout
$1 Cleanout
Author: An dy Chang Date: 1/30/2023 Docu ment Path: Z:\Eric_Zielke\Pavement\O verlay\ForCon tractor\ForContractor_Append ix_B-3.mxd
Appendix B-3
¯* Utilities based on assets serviced by City of Carlsbad only. Some
areas may be serviced by Leucadia Wastewater District (LWWD) and
Vallecitos Water District (VWD) and are not shown on this map.Contractor to verify utilities not serviced by City of Carlsbad.
D
APPENDIX “C”
CITY OF CARLSBAD ROAD WORK ABC CONTRACTORS OFFICE # (760) XXX-XXXX
FIELD # (760) XXX-XXXX Dear resident: As a part of the City of Carlsbad’s ongoing program to maintain its streets, your street will be resurfaced with asphalt concrete over the existing roadway surface. This construction will require the closing of your street to through traffic for one day. Your street, from XYZ St. to DEF Ave. will be closed to through traffic and resurfaced
on: MON. TUE. WED. THU. FRI.
DATE: / /
from 7:00A.M. to 5:00 P.M. If you don’t plan to leave your home by 7:00 A.M. on the above date, please park your car on an adjacent street in your neighborhood that will not be resurfaced. Streets scheduled for resurfacing can be determined by calling either the Contractor or the City of Carlsbad’s Project
Inspector. When walking to and from your car, remember not to walk on the newly overlaid street or you will have black residue on the bottom of your shoes. Please do not drive, walk on, walk pets, play, or skate on the newly overlaid asphalt. Also, please refrain from watering your lawns, washing cars, etc., approximately 6-8 hours after the asphalt is laid as running water will cause damage to the new surface.
You may call the Contractor that will be performing the resurfacing work for the city at the above phone number if you have any questions. Resurfacing of your street will not occur on the day your trash is collected. Mail delivery may be delayed if the postman cannot reach the mailbox that day. If you have a moving company or other service scheduled for that day, please call and inform the Contractor of the date. If you have any concerns which
cannot be addressed by the Contractor, you may call the City’s Project Inspector @ (xxx) xxx-xxxx. Thank you for your cooperation as we work to make a better City of Carlsbad.
Tammy Cloud-McMinn
Subject: RE: No Roundabout
From: Marcellina Kim <marcellinakim@outlook.com>
Date: February 6, 2023 at 9:33:19 AM PST
All Receive -Agenda Item # ~
For the Information of the:
CITY COUNCIL
Datd MrZ!> CA ..rec _-::_'
CM -LACM .....I<!'.:. DCM (3) ./
To: Priya Bhat-Patel <Priya.Bhat-Patel@carlsbadca.gov>, Keith Blackburn
<Keith.Blackburn@carlsbadca.gov>, Melanie Burkholder <Melanie.Burkholder@carlsbadca.gov>, Teresa
Acosta <Teresa.Acosta@carlsbadca.gov>
Subject: No Roundabout
Please, no roundabout at Carlsbad Blvd. and Tamarack.
I don't live in proximity to this intersection, but enjoy heading to the coast as many residents.
Don't hinder our enjoyment and adopt a more reasonable solution.
Thank you,
Marcellina Friedrich
6629 Hollylyeaf Court 92011
CAUTION: Do not open attachments or click on links unless ou reco nize the sender an
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