HomeMy WebLinkAboutItem 5h. Authorization to Advertise Roadway Sealing 2022 Item 5h
Department: Public Works
Cost Center: 5006
For Agenda of: 3/15/2022
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Hai Nguyen, Engineer III
SUBJECT: AUTHORIZATION TO ADVERTISE ROADWAY SEALING 2022,
SPECIFICATION NO. 1000560
RECOMMENDATION
1. Approve the project plans (Attachment A) and specifications (Attachment B) for
Roadway Sealing 2022, Specification Number 1000560; and
2. Authorize staff to advertise for bids; and
3. Authorize the City Manager to award the Construction Contract pursuant to Section
3.24.190 of the Municipal Code for the bid total, if the lowest responsible bid is within
the publicly disclosed funding amount of $2,600,000; and
4. Authorize the City Engineer to approve Contract Change Orders up to the available
project budget.
REPORT-IN-BRIEF
Following the City of San Luis Obispo's (City) Pavement Maintenance Plan (Pavement
Plan), staff recommends advertisement of a slurry sealing project to provide maintenance
and striping improvements to the streets shown in Attachment C. Also included in this bid
package are maintenance and striping plans for the Islay Park Parking Lot and Madonna
Inn Shared-Use Path, which were also identified for pavement maintenance. The 2022
“Project” is defined in Attachment C.
Pavement maintenance projects often involve complete removal and replacement of
roadway striping and pavement markings, which provides excellent opportunities to
incorporate planned safety and complete street1 improvements as part of these larger
roadway maintenance efforts. The 2022 Project will implement several complete street
modifications envisioned for Marsh and Higuera Streets in the City’s Downtown Concept
Plan and the recently adopted Active Transportation Plan to improve downtown safety
and mobility for all road users.
1 A complete street is a transportation facility that is planned, designed, operated, and maintained to provide
safe mobility for all users, including bicyclists, pedestrians, transit vehicles, truckers, and motorists,
appropriate to the function and context of the facility.
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These strategies include design elements intended to improve pedestrian crossing safety,
increase separation between bicyclists and motor vehicle traffic, and calm traffic and
reduce speeds through the downtown. Additionally, the 2022 Project will implement
neighborhood greenway and traffic calming elements consistent with the Active
Transportation Plan and Safe Routes to School Plans within the Laguna Lake and
northern Foothill neighborhoods.
This Project will be funded in Fiscal Year 202 2-23. Allocated funds for this Project are
estimated to be sufficient.
DISCUSSION
Background
On April 14, 1998, the City Council adopted the City's Pavem ent Plan. In 2009, the
Pavement Plan was updated to provide additional emphasis on arterial streets. A key
element of the Pavement Plan is a rotating and methodical approach to ensuring all areas
of the City receive regular preventative and/or corrective p aving maintenance. The City
implements this rotation by performing maintenance in two neighborhood Pavement
Areas in one year, and then focusing on arterial street work in the second year, thereby
alternating between neighborhood areas and arterials bi-annually. Last summer, streets
maintenance funding was used for the rehabilitation of portions of Marsh and Higuera,
which included asphalt replacement and striping enhancements. Improvements to both
pedestrian and cyclist access in the form of curb ramps and buffered bike lanes were also
completed.
Project
The 2022 Project is structured with a Base Bid and one Additive Alternative A to maximize
the scope of work within available funding. The Project’s Base Bid (Attachment C)
includes street sealing in Area 6 (Laguna Lake Neighborhood), 7 (North Downtown) and
9 (Downtown Core). The Project’s Additive Alternative A includes curb ramp/bulb-out
improvements, signal upgrades and storm drain replacement at the intersection of
Higuera and Nipomo.
The strategy is to award the contract with the Base Bid and Additive Alternative A as
funding will allow, up to the Publicly Disclosed Funding amount of $2,600,000 in
compliance with Public Contract Code Section 20103.8(c). If the lowest responsive bid
submitted by a responsible contractor is in excess of the Publicly Disclosed Funding
amount, the Additive Alternate will not be recommended for award.
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Roadway Sealing 2022
This year, program funding is planned to be used to seal neighborhood streets within
Area 6 and 7. Also included with the Project are portions of Area 9 (Downtown Core) that
were deferred from the 2021 Street Maintenance Project in order to not magnify the
disruption and inconvenience that typically create impacts on downtown businesses. In
addition to roadway maintenance, striping improvements and curb ramps will be
constructed to meet current ADA and City standards. Furthermore, staff identified cost
benefits to incorporating parking lot maintenance and bicycle pathway maintenance
projects identified within the 2021-23 Financial Plan. The Islay Park parking lot and the
Madonna Inn Pathway were identified for maintenance in 2022. These maintenance
projects would use the same slurry sealing treatment as the neighborhood streets, and
economies of scale will be realized through overall lower unit costs for a larger scale
maintenance treatment operation.
In anticipation for this year's roadway sealing project, the City's Street Maintenance team
has applied crack sealing treatment and spot repairs within Area s 6 and 7. Toste
Construction completed crack sealing work in Area 9 Downtown Core. This preparatory
work increases the slurry seal's long-term effectiveness and reduces overall construction
costs. Slurry seal is a cost-effective surface maintenance treatment that extends
pavement life and prevents premature pavement failure that would result in more
expensive asphalt replacement or reconstruction work. Applied as a thin pavement
sealant, it shields the pavement beneath from ultraviolet damage, minimizes wa ter
intrusion, and provides a new wearing surface for vehicles. This preventative
maintenance treatment is less costly and more environmentally beneficial than full
pavement replacement since slurry seal requires less petroleum products in the
manufacturing, delivery and application than pavement replacement. Prior to the
application of slurry sealing, localized pavement areas that have completely failed will
have to be replaced as indicated by white paint.
In order to expedite project delivery and reduce construction cost, staff separated the curb
ramp upgrades from the street sealing work, with the curb ramp improvements to be
constructed under a separate construction contract just ahead of the summer paving . A
separate bid package was prepared to construct 38 curb ramps that was approved by
Council on February 15, 2022 (Attachment D).
Laguna Lake Neighborhood (Pavement Area 6)
In addition to local roadway sealing and striping replacement, proposed improvements
within Area 6 include accessible curb ramp upgrades and development of a new
neighborhood greenway as identified in the Active Transportation Plan (Figure 1: Laguna
Lake Neighborhood Street Enhancements).
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A neighborhood greenway is a shared street (bikes and autos share travel lanes) with
traffic calming (speed humps), custom guide signage and pavement markings to convey
a low-traffic route prioritized for walking and bicycling (Figure 2). These enhancements
will improve walking and biking along these corridors to both CL Smith Elementary and
Laguna Middle School, while preserving on-street parking and access for drivers.
Additionally, speed humps will be installed alon g Oceanaire Drive as part of
Neighborhood Traffic Calming improvements. While this segment was not originally
identified to receive traffic calming features as part of the paving project, following a
neighborhood meeting in October 2021, many neighbors on Oceanaire expressed on-
going concerns for illegal speeding and requested traffic calming. Oceanaire provides
direct access to C.L. Smith Elementary and Laguna Middle Schools. Staff verified that the
existing vehicle speeds warrant traffic calming, and consideration was given to adding
speed humps along Oceanaire between Los Osos Valley Road and Madonna Road. Prior
to agreeing to add traffic calming to the paving project scope, staff provided notices and
surveys to each property owner and occupant along Oceanaire to gauge support for this
proposal. The survey results demonstrated a clear majority of residents in support of
speed humps along Oceanaire.
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Figure 1: Laguna Lake Neighborhood Street Enhancements
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Figure 2: Custom Guide Signage and Pavement Markings
Staff received additional input from the community and Active Transportation Committee
(ATC) at the ATC’s recent February 24th meeting regarding the critical connection
between the recently completed shared use path on Madonna and the neighborhood
greenway which provides safe route to school access to both CL Smith Elementary and
Laguna Lake Middle schools. Members of the committee, as well as students and parents
who currently walk and bike this route on their way to and from school , requested that
staff consider an on-street extension of the two-way path on Madonna along the east side
of Oceanaire to the Atascadero Street intersection. Staff has considered this request and
finds it feasible to design a two-way protected facility consistent with best practices and
safety measures. Figure 3 is a conceptual graphic of the proposed facility (note that this
concept is not included in Attachment A Project Plans as this input was received after this
submittal was prepared).
This proposed design will offer a protected space for bicycle riders of all ability levels to
promote safety, and comfortably navigate the transition from Madonna Road to
Atascadero Street. The proposal also includes a new all-way stop at the intersection of
Oceanaire and Atascadero to provide a more comfortable crossing for those walking and
biking and to reduce conflicts with automobile traffic.
It should be noted that the planned facility will require the removal of approximately six
on-street parking spaces. Staff has reviewed the availability of on-street parking and
determined there is adequate availability to support this proposal. Each adjacent property
has sufficient on-site parking including a multivehicle driveway and garage.
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Additionally, on-street parking directly across the street appears to be underutilized and
would provide additional parking opportunity. Residents and property owners directly
adjacent to the proposed facility have been notified of the proposed parking removal and
provided information on how to support or oppose the planned facility, including notice of
this March 15th City Council meeting.
Figure 3: Conceptual layout of Madonna/Oceanaire/Atascadero bicycle connection
North of Downtown Neighborhoods (Pavement Area 7)
In addition to local roadway sealing and striping replacement, proposed improvements
within Area 7 also include accessible curb ramp upgrades, development of the Cerro
Romauldo Greenway as identified in the City’s Active Transportation Plan and
neighborhood traffic calming along Ramona Drive, as identified in the Bishop
Peak/Pacheco Elementary Safe Routes to School Plan (Figure 4).
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Traffic calming proposed for Ramona and Cerro Romauldo includes addition of speed
humps and neighborhood traffic circles at high-conflict intersections (Figure 5). These
improvements will improve walking and biking along these corridors and access to Bishop
Peak and Pacheco Elementary Schools as well as Cal Poly.
As with Oceanaire, during community outreach activities many residents on Meinecke
and Lincoln Street also shared concerns with ongoing speeding issues and cut-through
traffic on their streets. Lincoln Street provides an access to a nearby neighborhood park
(Anholm Park) and Meinecke Street creates a convenient cut -through route for drivers
avoiding Foothill and Santa Rosa Streets. Again, staff verified that existing vehicle speeds
warrant traffic calming consideration and residents and property owners along the route
participated in a survey, which also demonstrated a clear majority in support of speed
humps. As such, speed humps will be installed on Meinecke between Broad and Chorro
and on Lincoln between West and Chorro. It should also be noted that both Meinecke
and Lincoln Streets have in the past applied for participation in the City’s Neighborhood
Traffic Management Program and are currently in the queue behind several other
neighborhoods. Implementing traffic calming as part of the 2022 Roadway Sealing Project
provides a great opportunity to address neighborhood traffic concerns at these locations
now as part of a larger project, while allowing staff to focus current attention and resources
on other neighborhoods in the Neighborhood Traffic Management queue with ongoing
issues and concerns.
Additional street modifications proposed in the paving plans based on community input
include addition of stop signs at side streets along Lincoln Street (currently no stop or
yield signs exist) and addition of 15 feet of red curb parking restrictions at the entry to
Anholm Park to improve visibility of children and families walking to/from this
neighborhood park.
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Figure 4: North Downtown Neighborhoods Street Enhancements
Figure 5: Examples of Traffic Circle and Speed Hump
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Marsh and Higuera (Pavement Area 9 – Downtown Core)
Pavement Area 9 encompasses the downtown core of San Luis Obispo. In addition to
local roadway sealing, 19 new accessible on-street parking spaces will be provided
throughout the project area to provide improved access to parking for those with mobility
challenges. Crosswalks throughout the project area will be restriped with high -visibility
“ladder style markings” to improve visibility for crossing pedestrians.
Consistent with the Downtown Concept Plan and Active Transportation Plan, the 2022
sealing Project will reduce the number of auto travel lanes on Marsh and Higuera Streets
between Santa Rosa and Nipomo Streets from three to two lanes in order to reduce illegal
speeding and provide more street width for pedestrian and bicycle facilities, as well as
existing and future parklets and sidewalk widening (Figure 6). (Note: this segment of
Higuera has been temporarily striped in this configuration since 2020 as a pilot
installation.) Additionally, these lane reductions have already been implemented on
Marsh and Higuera Streets outside of the downtown core as part of the 2021 Downtown
Pavement Improvements Project. These modifications will retain sufficient auto traffic
capacity to accommodate existing and future auto demand, while preserving width for
more significant future improvements, such as sidewalk widening.
These plans will make the existing buffered bike lane on Higuera Street (Figure 7),
originally installed as a pilot project, a permanent installation with addition of continuous
green coloring, while physically protected bike lanes with concrete medians and planter
boxes along the top will be installed on Marsh Street (Figure 8). To provide safe transitions
and sight lines with bikeway improvements on Marsh, approximately 6 existing on-street
stalls will be removed. Any parklet installations that are approved to remain as part of a
Permanent City Parklet Program (currently in development) will be protected in place to
the maximum extent feasible during construction. Finally, as requested by the Active
Transportation Committee, a new pedestrian crossing phase is proposed for the north leg
of the signalized Marsh/Santa Rosa intersection, reducing delays for pedestrians crossing
Santa Rosa Street.
It should be noted that the resealing limits of Area 9 in the downtown include intersections
with existing Neighborhood Greenway street murals (Nipomo/Pacific and Morro/Pacific).
These murals will be repainted following completion of the sealing project consistent with
public art maintenance policies described in the City’s Public Art Program. Cost for this
artwork maintenance will be funded from the Public Art Maintenance Account.
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Figure 6: Higuera and Marsh Improvements
Figure 7: Higuera Street Cross Section
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Figure 8: Marsh Street Cross Section
Benefits to Downtown Vitality & Streetscape Aesthetics
Where feasible, staff endeavors to incorporate design elements that not only serve a
functional purpose but add to the vibrant downtown environment. For example, staff is
pursuing aesthetically appealing options for the physical buffer separating the protected
bike lanes from vehicular traffic on Marsh Street in lieu of plastic flex posts or other less
visually appealing features. The current design approach for Marsh Street includes use
of concrete medians with “Mission Style” concrete color/finish, and addition of planter
boxes within these medians where feasible, similar to those installed on Marsh and
Higuera outside of the Downtown Core as part of the 2021 Paving Project (Figure 9).
Where on-street parking exists adjacent to protected bike lanes, planter boxes would be
located to retain access for passengers accessing their vehicles. Installation and
maintenance of the planter boxes will be secured under a separate contrac t immediately
following the complete installation of the medians.
Figure 9: Protected Bike Lanes with Landscaped Planter Boxes (Marsh Street)
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In addition, providing a fresh and smooth surface creates the perfect canvas for future
street art installations, which can be explored following the roadway sealing project as
part of the City’s Public Art Program.
Economic Recovery and Downtown Business Considerations
As the designs have developed, and through the public engagement activities described
further in this report, staff has received initial feedback from residents, visitors, and
businesses in the downtown.
One of the questions/concerns raised during the project planning process relates to the
timing of this project and the effects it can have on downtown businesses as they hope
to continue recovering from the impacts of the COVID -19 pandemic. Based on
discussions with the downtown community, strategies proposed by staff to minimize
potential disruption to downtown road users and businesses during con struction activities
for 2022 paving efforts include:
a. Deferring start of any disruptive construction activities in the Downtown core until
September 1st, avoiding the peak of the summer tourist season.
b. Where feasible, scheduling working hours outside of peak weekday business
hours, including a goal to maintain two lanes of traffic on Marsh and Higuera
between 10 a.m. and 6:00 p.m. as much as possible.
c. Advance noticing to adjacent businesses and residents prior to start of construction
to provide project details, schedule and contact information for questions and
project updates.
d. Regular (weekly or bi-weekly) construction updates to notify the community of
upcoming project activities and schedules.
It should also be noted that the 2021 Downtown Paving proje ct required full pavement
replacement on Marsh and Higuera Streets west of Nipomo, which results in a longer
construction duration and much more disruptive construction activities compared to a
slurry seal treatment, which is the type of treatment planned and specified for the 2022
project in the Downtown Core.
Public Art
Just after completion of the 2022 Roadway Sealing project,
bronze plaques are proposed to be installed along the bikeway
medians on Higuera and Marsh Street between Marsh/Higuera
intersection and Toro Street. These plaques will have an image
symbolic of Downtown San Luis Obispo and be an element to
brand future bikeways and bicycle networks throughout the
City.
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Previous Council or Advisory Body Action
1. Annual maintenance for public roadways, including street resurfacing, supports the
Council Adopted Major City Goal of Open Space and Sustainable Transportation
2. This project was originally identified in the 2021-23 Financial Plan that was approved
by Council.
4. Council appropriated an additional $150,000 to support Street Resurfacing and
Reconstruction projects as part of the Mid-Year Budget on February 15th.
3. The Active Transportation Committee reviewed the preliminary and 90% design at their
September 16, 2021 and February 24, 2022 meetings.
The ATC took the following actions (draft form) at the mo st recent February 24th
meeting:
1. Recommending support for the pavement plan for the North Downtown area as
presented.
2. Recommending to proceed with the pavement plan for Area 7 as proposed, with a
request that staff evaluate the feasibility of removing stop signs on Cerro
Romauldo to improve bicycle throughput, if staff believes this can be accomplished
pursuant to applicable engineering standards and without increasing collision risk.
3. To support the pavement plan with the recommendation that staff pay addit ional
attention to the Atascadero/Oceanaire/Madonna section to make that segment
safer for students, including staff consideration for the feasibility of adding a
dedicated two-way protected bikeway on Oceanaire between Atascadero Street
and Madonna Road.
4. That the committee is in agreement with the proposed plan for Marsh Street as
City staff presented at the February 24, 2022, ATC meeting and should proceed
as proposed.
Policy Context
The project directly supports several key City plans, policies and goals. The complete
street components of the project support the recommendations of the Downtown Concept
Plan and Active Transportation Plan—with installation of protected bike lanes and priority
pedestrian/bicycle crossings along Marsh and Higuera St reets identified as Tier 1
(highest-priority) projects in the Active Transportation Plan. Neighborhood greenways
and safe routes to school planned in Paving Areas 6 and 7 are also consistent with the
Active Transportation Plan, the Bishop Peak and Pacheco Safe Routes to School Plan
and Neighborhood Traffic Management Program. The improvements also indirectly
support the General Plan mode share targets and recommendations of the City’s Climate
Action Plan for Community Recovery to improve active transportation and reduce reliance
on single-occupant vehicles. The project also supports the current Sustainable
Transportation and Climate Action Major City Goals.
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Consistent with the October 2018 Purchasing Policy Update to the July 2015 Financial
Management Manual, Council approval must be obtained before this proceeding with this
project, as approval is required for Public Projects that cost over $175,000.
Public Engagement
Public engagement was conducted during the initial identification of this Project to be
included in the 2021-23 Financial Plan.
Concepts for the proposed complete street elements in the downtown core were included
in the Downtown Paving Project 2021-22 community engagement, which included a
virtual community meeting February 25, 2021, a presentation to the Downtown SLO
Response and Recovery Board Meeting January 11, 2021, and updated information on
a dedicated project webpage www.slocity.org/downtownpavingproject.
For this Roadway Sealing 2022 project, a community-wide virtual workshop was held on
October 7, 2021 to inform the public of the project scope and to request input on proposed
designs. Based on community input from this meeting, additional corridors were identified
for traffic calming elements consistent with City policies , programs and planning
documents. Three neighborhood surveys were conducted in order for staff to gauge the
neighborhood support for additional traffic calming on Oceanaire Drive, Meinecke Avenue
and Lincoln Street. All neighborhoods demonstrated a majority support for traffic calming.
Additionally, staff continues to be in coordination with Downtown SLO, San Luis Obispo
Regional Transit Authority, San Luis Garbage and other partners.
Updated project information has been maintained throughout the planning and design
phase at www.slocity.org/2022pavingplan.
Note that construction of the Roadway Sealing 2022 is one of five Capital Projects that
will benefit and impact the Foothill neighborhoods north of downtown throughout the
summer and fall of 2022, including the Anholm Neighborhood Greenway (tentatively re-
named Cerro San Luis Greenway, pending Council concurrence), Area 6 and 7 Curb
Ramps Installations, Verde/Luneta/Ramona/Broad Sewer Replacement and North Broad
Street Neighborhood Park. A communications plan will be ongoing during these projects
to ensure cohesive and efficient implementation and keep residents and commu ters
informed throughout.
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CONCURRENCE
This project has been reviewed and has concurrence from Public Works including the
Transportation Manager, Parking Manager, SLO Transit Manager and City Engineer.
Additionally, the project has been reviewed and has concurrence from the SLO City Fire
Department.
The City’s Communications Manager has also reviewed the project and is working with
the project team to implement the communications plan.
ENVIRONMENTAL REVIEW
This project is categorically exempt from environmental review pursuant to section 15301
of the CEQA Guidelines (Existing Facilities) since it is a maintenance and replacement
project. A Notice of Exemption will be filed through the Community Development
Department.
The complete street elements are consistent with the Land Use and Circulation Element
as well as the Active Transportation Plan, therefore consistent with the environmental
review of those documents. In addition, the types of complete street improvements
proposed as part of this Project would all be considered categorically exempt from CEQA
in the category of Existing Facilities, maintenance activities. Therefore, no additional
environmental review is triggered.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2022-23
Funding Identified: Yes
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $4,333,774 $2,130,623 $2,203,151 $
State
Federal
Fees
SB1 Fund: $1,049,877 $1,049,877 $0
Total $5,383,651 $3,180,500 $2,203,151 $
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Item 5h
Active
Transportation
Plan
Implementation
(100502)
Parking Lot
Maintenance
(1000031)
Pedestrian and
Bicycle Pathway
Maintenance
(1000032)
Storm Drains
Annual Asset
Maintenance
Account (90742)
Sidewalk
Annual Asset
Maintenance
Account
(90849)
General Fund SB1 Fund General Fund General Fund General Fund General Fund General Fund
Construction Estimate $1,020,123 $1,049,877 $200,000 $30,000 $50,000 $0 $0 $2,350,000
Additive Atl A Estimate $50,000 $0 $0 $0 $0 $100,000 $100,000 $250,000
Contingencies $300,000 $0 $0 $5,000 $10,000 $15,000 $20,000 $350,000
Total Construction Estimate $1,370,123 $1,049,877 $200,000 $35,000 $60,000 $115,000 $120,000 $2,950,000
Construction Management $200,000 $200,000
Materials Testing $15,000 $15,000
Printing & Advertising $500 $500
Public Relations $15,000 $15,000
Total Project Estimate $1,600,623 $1,049,877 $200,000 $35,000 $60,000 $115,000 $120,000 $3,180,500
Available Project Balance $185,752 $0 $0 $167,069 $5,775 $827,347 $362,831 $1,548,774
FY 2022-23 Additional
Funding on 7/1/2022 $2,425,000 $1,049,877 $200,000 $35,000 $150,000 $725,000 $250,000 $4,834,877
Funding Returned to Capital
Project Reserve Fund $1,000,000 $0 $0 $0 $0 $0 $0 $1,000,000
Total Funding After 7/1/2022 $1,610,752 $1,049,877 $200,000 $202,069 $155,775 $1,552,347 $612,831 $5,383,651
Remaining Balance $10,129 $0 $0 $167,069 $95,775 $1,437,347 $492,831 $2,203,151
Street Reconstruction and
Resurfacing - Annual Asset
Maintenance Account
(90346)
Project Total
Costs
ESTIMATED PROJECT COST BY FUNDING SOURCES
Roadway Sealing 2022, Specification No. 1000560
This proposed project is recommended to be awarded prior to the new fiscal year with
work not starting before July 1, 2022, when the Fiscal Year 2022-23 funding is available.
If funding is not sufficient to support all of this project’s needs, only portions of the contract
would be awarded to reflect the work that can be completed with the available budget. In
order to allow for project implementation during the summer months, and to lessen
impacts to the traveling public, staff is recommending this project be approved for
advertisement now.
The Streets Reconstruction and Resurfacing account (90346) has a balance of $185,752,
which includes appropriation of the additional $150,000 approved by Council with
adoption of the Mid-Year Budget on February 15, 2022. Project funding also includes
receipt of $3,474,877 in Fiscal Year 2022-23. However, $1,000,000 will have to be
transferred back the Capital Project Reserve Fund as described in Council Report
authorizing advertising of Area 6 & 7 Curb Ramps approved on 2/15/2022 (Attachment
D).
Due to the number of multi-modal transportation improvements proposed in this project,
the Active Transportation Plan Implementation Account (100502) will contribute $200,000
in Fiscal Year 2022-23 towards this project.
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Item 5h
Curb ramp/bulbout improvements at the intersection of Higuera and Nipomo is proposed
to come from the Sidewalk Annual Asset Maintenance Account (90849). Fund ing for
storm drain replacement work at intersection of Higuera and Nipomo is proposed to come
from the CMP Storm Drain Replacement Account (90742) which currently has a balance
of $827,347 and sufficient to support storm drain replacement work. Remaining balance
in this account will be used to support the culvert repair at the Broad and Leff intersection.
The Parking lot Maintenance account (1000031) has a current balance of $167,069 and
will receive an additional $35,000 in Fiscal Year 2022-23. These funds will be sufficient
to support the Islay Park Parking Lot maintenance work identified in this project.
The Pedestrian and Bicycle pathway Maintenance account (1000032) has a current
balance of $5,775 and will receive an additional $150,000 in Fiscal Year 2022-23. These
funds will be sufficient to support the Madonna Inn pathway maintenance work identified
in this project.
ALTERNATIVES
Deny authorization to advertise. The City Council may choose not to authorize project
advertisement. Staff does not recommend this alternative because this is the ideal time
to advertise paving projects for summer construction. Additionally, advertising the project
now will positions the City to begin work as early as possible and minimize impacts to the
traveling public.
ATTACHMENTS
A – Project Plans (1000560)
B – Project Specifications (1000560)
C – Project Vicinity Map (1000560)
D – Council Agenda Report Authorizing Advertising of Area 6 & 7 Curb Ramps
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APPROVED BYSPECIFICATION NO.DATEofSHEETindex to planssheet descriptionsan luis obispo county, californiaBrian A. Nelson, Acting City Engineer R.C.E. C79870 Approved DateYFEB 20221000560ROADWAY SEALING 2022T1S1-5 OCEANAIRE DRS6 ATASCADERO AVES7-8 GALLEON WAYS8-10 ROYAL WAYS11-12 MADONNA RDS13-15 PREFUMO CYN RDS16 DESCANSO STS17 DIABLO DR[MO DAY, YEAR]No. C 79870AREA 6AREA 7LEGENDSTREETS TO BE SEALEDAREA 9 DOWNTOWN BOUNDARY -SEALING TO BEGIN ON SEPTEMBER1ST, 2022Reference Documents:City Standard Specifications - January 2020 EditionCity Engineering Standards - January 2020 EditionAREA 6 & 7 BOUNDARIES0SCALE IN FEET1500S18 DALY AVES19-20 HIGHLAND DRS20-21 PATRICIA DRS22-27 CERRO ROMAULDOS28-30 RAMONA DRIVES31 BOYSEN AVES32 LA ENTRADA AVES33 MURRAY AVES34 MISSION STS35-39 LINCOLN STS57 RAILROADS59 BEEBEE STS60 HINDS61-62 SUBURBAN ROADD1-2 DETAILSS40-41 PALM STREETS42-46 MONTEREY STS47-50 HIGUERA STS51-54 MARSH STS55-56 PACIFIC STS58 MARSH & HIGUERAC1 ISLAY PARK - PARKING LOT MAINTENANCEC2 MADONNA INN PATHWAY (STA 10+00 - STA 28+12)C3 MADONNA INN PATHWAY (STA 28+12 - STA 45+11)C4 AREA 9 SURFACE REPAIRC5 PAVING DETAILSC6 HIGUERA AND NIPOMO CURD RAMP AND BULBOUTC7 HIGUERA AND NIPOMO STORMDRAIN IMPROVEMENTSC8 HIGUERA AND NIPOMO SIGNAL MODIFICATIONT1 COVER PAGE T2 LEGEND AND NOTESAREA 6AREA 7AREA 9MISCCIVIL SHEETSPage 415 of 984
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHSKBN1" = 300'MONTH YEAR1000167Y/(*(1'$1'127(6T2general notes: legend:PAVEMENT AREASDRIVEWAYSYMBOLSEWER MANHOLEUTILITY COVERWATER VALVEMONUMENTLIMITS OFROADWAY SEALING1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESEPLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT ANDTHE 2018 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONSAND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATEOF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS AND STANDARD PLANS, 2015 EDITION.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACTTHE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSEAT THE TIME THE BID OPENS AND DURING THE ENTIRE LENGTH OFTHE CONTRACT.4. THESE PLANS DO NOT INDICATE OVERHEAD LINES. CONTRACTORSHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACTWITH OR DAMAGE TO EXISTING OVERHEAD LINES.5. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTSASSOCIATED WITH THE REPLACEMENT OF DAMAGED ORDISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITYFIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS.MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LANDSURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNERRECORD WITH SAN LUIS OBISPO COUNTY.6. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PERCALTRANS STANDARD PLANS A20A, A20B, A20C, A20D, A24A, A24B,A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVALSHALL BE PROTECTED IN PLACE.7. WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT ISOBSTRUCTED BY VEGETATION, CONTRACTOR SHALL TRIM BACKVEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TOIMPROVEMENTS.8. SHARROW, TURN SHARROW, AND GREENWAY SYMBOL MARKINGLOCATION SHALL BE FIELD LOCATED BY CITY TRANSPORTATIONSTAFF AND SHALL BE PLACED IN ACCORDANCE WITH DETAIL GSHEET 59.9. INSTALL R4-11 AT BEGINNING OF ALL SHARED ROUTES AND AFTERSIGNIFICANT INTERSECTIONS AS MARKED IN FIELD. WHERE NOTED,SIGNS SHALL BE ADDED TO EXISTING PUNCH POSTS (UPGRADINGTO 14' PUNCH POSTS IF NECESSARY TO MAINTAIN 7' CLEARANCEFROM WALKWAY).10. GREEN PAINT AT BIKE LANES SHALL BE COLOR-SAFE MMA OREQUIVALENT PER SECTION 84-6.01.11. HYDRANT MARKERS SHALL BE INSTALLED PER STD. 2920, DO NOTINSTALL IN BIKE LANES.12. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITYCOVERS IN FIELD.13. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIPBETWEEN COVER AND SLURRY DOES NOT FORM.14. PAVEMENT MARKS SHALL BE WHITE UNLESS OTHERWISE NOTED.15. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.16. NEW SIGN POST LOCATION MUST BE FIELD MARKED ANDLOCATIONS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.17. PARKING TEE LOCATION MUST BE FIELD MARKED AND LOCATIONSAPPROVED BY THE ENGINEER PRIOR TO PAINTING.18. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES APRIMER COAT PRIOR TO APPLICATION.19. LOCATION OF ALL SIGNS, STRIPING AND SPEED HUMP/TABLES TOBE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.20. ADD AS GENERAL NOTE: ALL PUNCH POSTS IN DOWNTOWN COREPOWDER COATED GREEN PER STDS., TYP.EDGE GRINDINGPROPOSEDEXISTINGTREE PROTECTIONabbreviationsCont ContinuedBC Begin CurveDim Dimensions(E) ExistingEA EachEC End CurveE.S. Each SideLF Linear FeetPC Point of CurvatureR RadiusROW Right-of-WaySQFT Square FeetTyp. TypicalSTRIPINGPAVEMENT MARKING1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGETHROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUESWHENEVER POSSIBLE.2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITHCONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAYBE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTIONACTIVITIES:a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TOAVOID CONTACT WITH TREESb. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZECONTACT WITH CONSTRUCTION EQUIPMENTc. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENTUNDER VULNERABLE TREESd. UNDER COORDINATION WITH THE CITY ARBORIST, PUSHINTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAYPage 416 of 984
"STOP" LEGEND22 SQFT, Typ.DETAIL 2607 LF12" WHITE29 LFN MATCHLINESEEBELOW
LOS OSOS VALLEY ROADGREENWAY45.5 SQFT, Typ."HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE1) PER CITY STD 7320/21DETAIL 2250 LFINSTALL OCEANAIRENEIGHBORHOOD GREENWAYSIGN ON 12' PUNCH POSTINSTALL W84(CA)ON 12' PUNCH POSTMH
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SEE ABOVE
MATCHLINESEESHEET 2
MATCHLINESEESHEET 8DRAKEGREENWAY45.5 SQFT, Typ."STOP" LEGEND22 SQFT, Typ.12" WHITE18 LF12" WHITE24 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFINSTALL OCEANAIRE NEIGHBORHOODGREENWAY SIGN WITH RIGHT ARROWPLAQUE ON 12' PUNCH POSTINSTALL OCEANAIRENEIGHBORHOOD GREENWAY SIGNON 12' PUNCH POSTINSTALL W84(CA) ON12' PUNCH POSTINSTALL OCEANAIRE NEIGHBORHOODGREENWAY SIGN WITH LEFT ARROWPLAQUE ON 12' PUNCH POSTMHMH
"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP(TYPE 1) PER CITYSTD 7320/21INSTALL R1-1 SIGN ON12' PUNCH POSTRED CURB68 LFINSTALL R1-1 SIGNON 12' PUNCH POSTYELLOW HI-VISCROSSWALK PERCITY STD 7350 (69 LF)12" WHITE20 LFYELLOW HI-VIS CROSSWALKPER CITY STD 7350(69 LF)REMOVEEXISTINGSIGN, INSTALLR1-1 SIGN ON(E) POSTOCEANAIRE20'
20'20'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS10SCALE IN FEET40Page 417 of 984
DETAIL 255 LFDETAIL 2271 LFNMATCHLINE
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MATCHLINESEEBELOWDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LF"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21MH
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INSTALL W84(CA) ON12' PUNCH POSTINSTALL W84(CA) ON12' PUNCH POSTCCITOCEANAIREMARINERSCOVE20'DETAIL 22230 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE18 LFDETAIL 2250 LFNAVALONBALBOAMATCHLINE
SEE ABOVE MATCHLINESEESHEET 3ADETAI L290
DETAIL 2268 LFDETAIL 2250 LFDETAIL 2250 LF"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE1) PER CITY STD 7320/21MHMHINSTALL W84(CA)ON 12' PUNCH POSTINSTALL W84(CA)ON 12' PUNCH POSTYELLOW HI-VISCROSSWALKS PERCITY STD 7350 (41 LF)OCENAIREYELLOW HI-VISCROSSWALKS PERCITY STD 7350 (52 LF)12" WHITE18 LF12" WHITE18 LF17'21'21'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS20SCALE IN FEET40Page 418 of 984
DETAIL 2247 LFNMATCHLINE
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SEE ABOVE
MATCHLINESEESHEET 5
DETAIL 2871 LF"STOP" LEGEND22 SQFT, Typ.YELLOW HI-VISCROSSWALKS PER CITYSTD 7350 (89 LF)DETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LF"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE1) PER CITY STD 7320/21MHMH12" WHITE17 LF12" WHITE17 LFINSTALL W84(CA) ON12' PUNCH POSTINSTALL W84(CA) ON12' PUNCH POSTOCEANAIRE20'18'20.5'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS30SCALE IN FEET40Page 419 of 984
DETAIL 2250 LFNBALBOA
MATCHLINESEEBELOWMATCHLINESEEBELOWDETAIL 2250 LF"STOP" LEGEND22 SQFT, Typ.YELLOW HI-VISCROSSWALKS PERCITY STD 7350(85 LF)GULFYELLOW HI-VIS CROSSWALKPER CITY STD 7350(58 LF)MHMHMHMH12" WHITE16 LF12" WHITE18 LFINSTALL R1-5 SIGN ON NEW 12'PUNCH POSTINSTALL R1-5 SIGN ONNEW 12' PUNCH POSTINSTALL BOLT-DOWNR1-6 SIGNYIELD LINE 5ΔYIELD LINE 5ΔINSTALL RED CURB PAINT THRUINTERSECTION TO NEARESTDRIVEWAYS SOUTH OF LAKEVIEW(140 LF)LAKEVIEW19'18'N MATCHLINESEEABOVEYELLOW "XING" LEGEND21 SQFTYELLOW "SCHOOL" LEGEND35 SQFTYELLOW "SLOW" LEGEND23 SQFTMH
MH BALBOA35'
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MATCHLINESEEABOVEYELLOW "XING" LEGEND21 SQFTYELLOW "SCHOOL" LEGEND35 SQFTYELLOW "SLOW" LEGEND23 SQFT BALBOA35'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS4Page 420 of 984
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MATCHLINESEEBELOW
DETAIL 2871 LF Cont.MHMH41.0'OCEANAIRENATASCADEROMADONNAMATCHLINE
SEE ABOVE MATCHLINESEESHEET 6DETAIL 2871 LF Cont.DETAIL 279 LFYELLOW HI-VISCROSSWALK PERCITY STD 7350(60 LF)12" WHITE26 LF"STOP" LEGEND22 SQFTGREENWAY45.5 SQFTDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LF"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21INSTALL OCEANAIRE NEIGHBORHOODGREENWAY SIGN WITH LEFT ARROWPLAQUE ON 12' PUNCH POSTREPLACE EXISTING 12' PUNCH POST WITH 14'PUNCH POST. INSTALL OCEANAIRENEIGHBORHOOD GREENWAY SIGN.REINSTALL R2-1 SPEED LIMIT SIGN BENEATHMHMHINSTALL W84(CA)SIGN ON NEW 12'PUNCH POSTDETAIL 2250 LFADD OCEANAIRE NEIGHBORHOODGREENWAY SIGN W/ RIGHT PLAQUEON 12' PUNCH POSTLEFT TURN BIKE BOXPER DETAIL B, SHEETD1, Typ.50'7'14'RED CURB21 LFRED CURB50 LFOCEANAIRE13'20'20.5'20.5'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS5Page 421 of 984
GULFNMATCHLINESEESHEET 5MATCHLINESEEBELOW
12" WHITE16 LF"STOP" LEGEND22 SQFT"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP(TYPE 1) PER CITYSTD 7320/21INSTALLW84(CA) ON 12'PUNCH POSTMHMHINSTALL R4-11 SIGN, STRAP TOEXISTING STREETLIGHT POLEATASCADERO41'BORONDANMATCHLINE
SEE ABOVE"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21MHMHINSTALL W84(CA) ON 12'PUNCH POSTATASCADERO41'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS6Page 422 of 984
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ATASCADEROMATCHLINESEEBELOW
"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21GREENWAY45.5 SQFT, Typ.DETAIL 22180 LFINSTALLOCEANAIRENEIGHBORHOODGREENWAY SIGNON 12' PUNCHPOSTINSTALL R4-11 AND OCEANAIRENEIGHBORHOOD GREENWAYSIGNS ON 12' PUNCH POSTM
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INSTALL W84(CA) ON 12'PUNCH POSTGALLEONCORALW NEWPORT
41.0'YELLOW HI-VISCROSSWALKS PERCITY STD 7350(80 LF)YELLOW "SCHOOL" LEGEND35 SQFT, Typ.YELLOW "SLOW" LEGEND23 SQFTYELLOW "XING" LEGEND21 SQFTDETAIL 2250 LFN
ROYAL
MATCHLINE
SEE ABOVE
MATCHLINESEESHEET 8
"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21GREENWAY45.5 SQFT, Typ.INSTALL OCEANAIRE NEIGHBORHOOD GREEWAYSIGN WITH DOUBLE ARROW PLAQUE ON 12'PUNCH POSTM
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CAVALIER
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MATCHLINE
SEE SHEET 7
MATCHLINESEESHEET 1
"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 1)PER CITY STD 7320/21SPEED HUMP (TYPE 1)PER CITY STD 7320/21MHM
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41.0'DETAIL 2247 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFNFAIRWAYROYAL CTMATCHLINESEESHEET 9MHMHROYAL20'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS8Page 424 of 984
DETAIL 2250 LFNMATCHLINESEESHEET 8MATCHLINESEEBELOW
DETAIL 2545 LFMHMHMHMHROYALROYAL ROYAL20'DETAIL 22706 LFNMATCH
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DETAIL 22706 LF, Cont.DETAIL 22422 LFNCUCARACHA
MATCHLINESEESHEET 9MATCHLINESEEBELOW
12" WHITE17 LF"STOP" LEGEND22 SQFTMH
MH
ROYAL20'DETAIL 2260 LFDETAIL 3854 LFDETAIL 3860 LFTYPE VII ARROW27 SQFTTYPE IV ARROW15 SQFT, Typ.YELLOW HI-VISCROSSWALKS PERCITY STD 7350(206 LF)NMATCHLINE
SEE ABOVE
MH
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41'
20'10'11'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS10Page 426 of 984
SPOONERNMATCHLINESEEBELOW
"HUMP" LEGEND25 SQFT, Typ.REMOVE (E) SPEED TABLE ANDREPLACE WITH SPEED TABLEPER CITY STD 73256" YELLOW57 LFDETAIL 2238 LFHI-VIS CROSSWALKPER CITY STD 735025 LFYIELD LINE5 ΔYIELD LINE5 ΔMHMHMHMADONNA20'
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SEE SHEET 12
MATCHLINE
SEE ABOVE"HUMP" LEGEND25 SQFT, Typ.REMOVE (E) SPEED TABLE ANDREPLACE WITH SPEED TABLEPER CITY STD 7325DETAIL 2278 LFDETAIL 2295 LFDETAIL 1857 LFTYPE IV ARROW15 SQFT Typ.DETAIL 3865 LFDETAIL 1857 LF12" WHITE17 LF"STOP" LEGEND22 SQFTDETAIL 2287 LFMHMHMHINSTALL (E) R8-3a ANDW84(CA) SIGNS ON NEW 14'PUNCH POSTMADONNA20'15'13'12'EL TIGRE No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS11Page 427 of 984
EL TIGRENLOS OSOS VALLEY R
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SEE SHEET 11 DETAIL 38179 LFTYPE VII ARROW27 SQFT, Typ.DETAIL 22235 LFMHMHYELLOW HI-VISCROSSWALK PERCITY STD 7350TYPE IV ARROW15 SQFT Typ.MADONNA12'13'15'
LA VIRADA
YELLOW HI-VISCROSSWALK PER CITYSTD 735073 LF"KEEP" LEGEND24 SQFT, Typ.12" WHITE51 LF12" WHITE54 LFDETAIL 22171 LFDETAIL 22127 LFDETAIL 38175 LFDETAIL 38175 LFDETAIL 9103 LF EATYPE IV ARROW15 SQFT, Typ.NLOS OSO
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D"CLEAR" LEGEND27 SQFT, Typ.HMH12" WHITE10 LFGREENBACKSHARROW SYMBOL36 SQFT, Typ.LAGUNA LN16'10'10'6'11'12" WHITE43 LF12" WHITE51 LFLEFT TURN BIKE BOXPER DETAIL B, SHEETD1, Typ.14'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS12Page 428 of 984
MHMATCHLINESEESHEET 14
MATCHLINE
SEE ABOVE BIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.DETAIL 27B1580 LF, Cont.DETAIL 221696 LF, Cont.DETAIL 27B1793 LFN14'7'14'7'PREFUMO CANYON12" WHITE17 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFCASTILLOMHMATCHLINESEEBELOW
DETAIL 27B415 LFDETAIL 27B1580 LFDETAIL 221696 LFBIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.NXXXXX14'7'14'7'18'PREFUMO CANYONLIMITS OF WORKNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS13Page 429 of 984
ISABELLAMHMHMATCHLINESEESHEET 15
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11'11'7'10'12'11'7'12'6'LIMITS OFWORKMHMHMATCHLINESEEBELOW
MATC
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SEE SHEE
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3 ISABELLABIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.DETAIL 27B1580 LF, Cont.DETAIL 221696 LF, Cont.DETAIL 27B1793 LF, Cont.NPREFUMO CANYON14'7'14'7'LIMITS OFWORKNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS14Page 430 of 984
NCORTEZMH
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MATCHLINE
SEE BELOW BIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.TYPE I ARROW15QFT, Typ.DETAIL 27B319 LFDETAIL 27B301 LFDETAIL 32214 LFDETAIL 27B1079 LF, Cont.DETAIL 27B1092 LF, Cont.4" WHITE"STOP" LEGEND22 SQFT, Typ.DETAIL 22145 LF, Cont.DETAIL 38A49 LF, Cont.12" WHITE36 LFPREFUMO CANYON12" WHITE17 LF"STOP" LEGEND22 LF, Typ.11'6'9'10'11'7'9'LOS OSOS VALLEY ROADSAN ADRIANO
12" WHITE16 LFDEL RIO
MH MHNMATCHLINESEEABOVE
MATCHLINE
SEE SHEET 15 BIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.DETAIL 22150 LFDETAIL 3867 LF, Cont.TYPE I ARROW15QFT, Typ.DETAIL 27B1079 LF, Cont.DETAIL 27B1092 LF, Cont.DETAIL 32384 LFDETAIL 27B149 LFDETAIL 27B165 LFDETAIL 27B159 LFDETAIL 27B139 LFDETAIL 32152 LFPREFUMO CANYON9'6'11'11'11'7'10'12" WHITE16 LF"STOP" LEGEND22 LF, Typ.11'7'9'9'12'6'10'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS15Page 431 of 984
NLOS OSOS VALLEY ROAD
VISTA DEL BRISA
DETAIL 2250 LFDETAIL 3850 LFDETAIL 3850 LFDETAIL 2250 LFTYPE IV ARROW15 SQFT, Typ.TYPE VII ARROW27 SQFT, Typ.MH
MHMHMH
MHYELLOW HI-VISCROSSWALKS PERCITY STD 735042 LFYELLOW HI-VISCROSSWALKS PERCITY STD 735051 LF8'10'DESCANSO9'10'PORTOLADEL RIONSAN ADR
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O
"STOP" LEGEND22 SQFT, Typ.12" WHITE16 LF12" WHITE16 LF12" WHITE16 LF12" WHITE16 LFMHMHMHMHMHDESCANSONMATCHLINESEESHEET 17
MH"AHEAD" LEGEND31 SQFT, Typ."STOP" LEGEND22 SQFT, Typ.DIABLONo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS16Page 432 of 984
DEATIL 2250 LFDEATIL 2250 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE21 LF12" WHITE17 LF12" WHITE21 LF12" WHITE18 LFNMATCHLINESEEBELOW
MATCHLINE
SEE SHEET 16 MHMHMH MHMH"AHEAD" LEGEND31 SQFT, Typ.DIABLODEL RIOCASITAS18'
18'12" WHITE20 LF"STOP" LEGEND22 SQFTNMATCHLINE
SEE ABOVE 12" WHITE20 LF12" WHITE20 LFMMH
MHMHMH
MH MH12" WHITE22 LFDETAIL 2250 LFDETAIL 2250 LFDIABLOCLEARVIEWLOS OSOS VALLEY ROADMIRADA19'
18'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS17Page 433 of 984
AL-HILN"STOP" LEGEND22 SQFT, Typ.12" WHITE24 LF12" WHITE16 LF12" WHITE16 LFPATRICIAMHMHMHMHMHDALYFEL MARNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS18Page 434 of 984
OAKRIDGEHIGHLANDNFEL MAR12" WHITE22 LFDETAIL 2267 LFDETAIL 2823 LFDETAIL 22289 LF"STOP" LEGEND22 SQFT, Typ.MHMHMHMHMHMHMHMATCHLINESEE SHEET 20
HIGHLAND18'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS19Page 435 of 984
NDETAIL 21039 LF Cont.MHMHMATCHLINE
SEE SHEET 19
MATCHLINESEEBELOW
18'HIGHLANDNDETAIL 2250 LF12" WHITE15 LF12" WHITE20 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFDETAIL 279 LFDETAIL 2250 LFDETAIL 2250 LF"AHEAD" LEGEND31 SQFT, Typ.DETAIL 2295 LF12" WHITE15 LFYELLOW HI-VIS CROSSWALKSPER CITY STD 7350 (160 LF)MHMHMHMATCHLINESEEABOVEMATCHLINESEESHEET 21
GREENBACKSHARROW SYMBOL36 SQFT, Typ.ADD R4-11 SIGN ON12" PUNCH POSTSHAR18'PATRICIAHIGHLANDWARRENNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS20Page 436 of 984
DETAIL 22205 LFDETAIL 2295 LF12" WHITEDETAIL 2250 LFN"STOP" LEGEND22 SQFT, Typ.GREENWAY SYMBOL45.5 SQFT, Typ.SPEED HUMP(TYPE 1) PERCITY STD 7320/21"HUMP" LEGEND25 SQFT, Typ.INSTALL W17-1ON 12' PUNCHPOSTINSTALL W17-1ON 12' PUNCHPOSTMHMHMHMHMH(N) SPEED HUMP(TYPE 2) PER CITY STD7320/21INSTALLW84(CA) ON 12'PUNCH POSTINSTALL W84(CA) ON 12'PUNCH POSTJAYCEECRAIG17'12" WHITE18 LF"STOP" LEGEND22 SQFT, Typ.ADETAIL 2250 LFDETAIL 2250 LFNGREENWAY SYMBOL45.5 SQFT, Typ.DETAIL 2175 LF12" WHITE14 LFYELLOW HI-VIS CROSSWALKPER CITY STD 735058 LFDETAIL 2250 LF"AHEAD" LEGEND31 SQFTINSTALL CERRO ROMAULDONEIGHBORHOOD GREENWAY SIGNWITH LEFT ARROW PLAQUE ON 12'PUNCH POSTREPLACE EXISTING PUNCH POSTWITH 14' PUNCH POST. INSTALLCERRO ROMAULDO NEIGHBORHOODGREENWAY SIGN WITH LEFT ARROWPLAQUE. REINSTALL NOPARKING/END SIGN UNDERNEIGHBORHOOD GREENWAY SIGN.MHMHMHMATCHLINE
SEE SHEET 20
MATCHLINESEESHEET 23
GREENBACKSHARROW SYMBOL36 SQFT, Typ.DETAIL 2271 LFYELLOW HI-VISCROSSWALKS PERCITY STD 735024 LFPATRICIAYELLOW HI-VISCROSSWALKS PERCITY STD 735055 LFCRAIG18'18.6'17'CRAIGNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS21Page 437 of 984
12" WHITE24 LFDETAIL 2250 LFN12" WHITE22 LF"STOP" LEGEND22 SQFT, Typ.MHMHMHMHMATCHLINESEESHEET 23LOS CERROSPROTECT(E) PAVERSCERROROMAULDOFOOTHILLLA LOMA16'18'N12" WHITE15 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 22188 LFDETAIL 22271 LF12" WHITE15 LF12" WHITE15 LFMHMHMHMHMHMATCHLINESEESHEET 23MATCHLINESEESHEET 23CERRO ROMAULDO16'CERRO CTROSITAPROTECT (E) PAVERSNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS22Page 438 of 984
6" YELLOW50 LFYELLOW HI-VISCROSSWALK PER CITYSTD 7350DETAIL 2151 LFMATCHLINESEEBELOWNGREENBACKSHARROW SYMBOL36 SQFT, Typ.ADD R4-11 SIGN ON12" PUNCH POSTPATRICIA16'"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFDETAIL 2175 LFNDETAIL 2271 LFGREENWAY SYMBOL45.5 SQFT"HUMP" LEGEND25 SQFT, Typ.SPEED HUMP (TYPE 2) PERCITY STD 7320/21DETAIL 2366 LFTRAFFIC CIRCLEINSTALL CERRO ROMAULDONEIGHBORHOOD GREENWAYSIGN ON 12' PUNCH POSTINSTALL W-84 ON 12' PUNCH POSTINSTALL CERRO ROMAULDONEIGHBORHOOD GREENWAY SIGNWITH RIGHT ARROW PLAQUE ON 12'PUNCH POSTMHMHMHMHMHMATCHLINESEEABOVEMATCHLINESEESHEET 21MATCHLINESEESHEET 22MATCHLINESEESHEET 24
GREENBACKSHARROW SYMBOL36 SQFT, Typ.ADD R4-11 SIGN ON12" PUNCH POST6" YELLOW17 LF12" WHITE15 LF6" YELLOW17 LF12" WHITE17 LFCERRO ROMAULDOPATRICIA17'16'17'17'12" WHITE14 LFDETAIL 2250 LFNROSITA16.5'MHM
A
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E
E
S
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E
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2
MATCHLINESEESHEET 22NDETAIL 22418 LFDOCERRO ROMAULDO17'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS23Page 439 of 984
12" WHITE22 LF12" WHITE18 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2285 LFDETAIL 2250 LFNDETAIL 2366 LF, Cont."HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/21"STOP" LEGEND22 SQFT, Typ.GREENWAY SYMBOL45.5 SQFT, Typ.MHMHMHMHMHMHMHMHMATCHLINESEESHEET 23MATCHLINESEESHEET 25ADD W84(CA) SIGNON 12" PUNCHPOSTCERRO ROMAULDOJEFFREYJEFFREY17'19'16'12'N12" WHITE22 LF"STOP" LEGEND22 SQFT12" WHITE22 LFMHJEFFREYHIGHLAND12" WHITE19 LFDETAIL 2250 LFN"STOP" LEGEND22 SQFTMHMHMHJEFFREYJEFFREY13'"STOP" LEGEND22 SQFT, Typ.12" WHITE13 LFDETAIL 2250 LFNMHJEFFREYCRAIG17'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS24Page 440 of 984
LA CANADADETAIL 2250 LFDETAIL 235 LFDETAIL 2250 LFDETAIL 279 LFNSANTA LUCIA(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/21DETAIL 2250 LF"HUMP" LEGEND25 SQFT, Typ.GREENWAY SYMBOL45.5 LFMHMHMHMATCHLINESEESHEET 25MATCHLINESEEABOVE
12" WHITE24 LF12" WHITE24 LFADD W84(CA) SIGNON 12" PUNCHPOSTCERRO ROMAULDOADD W84(CA)SIGN ON 12"PUNCH POST17'N. TASSAJARACUESTA"STOP" LEGEND22 SQFT, Typ.12" WHITE20 LF12" WHITE23 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFDETAIL 279 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFNDETAIL 22, 68 LF6" YELLOW 4' O.C.GREENWAY SYMBOL45.5 SQFT, Typ.12" WHITE26 LF12" WHITE36 LFTRAFFIC CIRCLEMHMHMHMAT
C
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N
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SEE
BELO
W MATCHLINESEESHEET 25DETAIL 22, 50 LF6" YELOW 4' O.C.DETAIL 22, 74 LF6" YELLOW 4' O.C.DETAIL 22, 72 LF6" YELLOW 4' O.C.12" WHITE17 LF12" WHITE16.5 LFCERRO ROMAULDO17'17'17'17'17'17'17'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS25Page 441 of 984
LA CANADAN TASSAJARADETAIL 22207 LFNDETAIL 22270 LFMHMHMHMHMHTOLOSASANTA LUCIA17'17'NMHMHMHMHMHMHMHMHCUESTAHIGHLANDFELTON17'15'17'18'18'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS26Page 442 of 984
N. TASSAJARACUESTADETAIL 2250 LFDETAIL 2250 LFBICYCLE LOOP SYMBOLPER CALTRANS A24C2 SQFT, Typ.N12" WHITE 16 LF12" WHITE 32 LF12" WHITE 42 LF12" WHITE32 LF12" WHITE16 LF12" WHITE24 LFMHMHMHMHMHMHFOOTHILL12" WHITE 36 LF17'17.5'16.4'DETAIL 2775 LFN"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE2) PER CITY STD 7320/21SPEED HUMP (TYPE 2) PERCITY STD 7320/21MHMHMHMATCHLINESEESHEET 25MATCHLINESEESHEET 32
ADD W84(CA) SIGNON 12" PUNCHPOSTCERRO ROMAULDO17'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS27Page 443 of 984
DEL NORTEN12" WHITE17 LF"STOP" LEGEND22 SQFT, Typ.MH"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP(TYPE 2) PER CITYSTD 7320/21ADD W84(CA) SIGNON 12" PUNCHPOSTADD W84(CA) SIGNON 12" PUNCHPOSTLA ENTRADA"STOP" LEGEND22 SQFT, Typ.12' WHITE17 LFDETAIL 2250 LFDETAIL 22837 LFN"HUMP" LEGEND25 SQFT, Typ.DETAIL 27B1439 LFDETAIL 27B845 LFTRAFFIC CIRCLEMHMHMATCHLINESEESHEET 29
ADD W84(CA) SIGNON 12" PUNCHPOSTSPEED HUMP (TYPE 2) PERCITY STD 7320/217'10'10'7'RAMONARAMONALA ENTRADA16'DEL SURSAN J
O
S
E
LA ENTRADACATALINAN
12" WHITE26 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 22167 LF12" WHITE32 LFMH
MH
MH12" WHITE26 LFLA ETRADA15'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS28Page 444 of 984
12" WHITE16 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFNDETAIL 22837 LF Cont.DETAIL 27B1439 LF Cont.DETAIL 27B845 LF Cont.MHMHMATCHLINE
SEE SHEET 28
MATCHLINESEEBELOW
7'10'10'7'RAMONADEL MAR17'12" WHITE16 LF12" WHITE16 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE16 LF12" WHITE16 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFNDETAIL 22281 LF"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/21DETAIL 27B262 LFDETAIL 27B1439 LF Cont.DETAIL 22191 LFDETAIL 27B176 LFMHMHMATCHLINE
SEE ABOVE
MATCHLINESEESHEET 30
7'10'10'7'7'10'10'7'ADD W84(CA) SIGNON 12" PUNCHPOSTRAMONARAFAELS. TASSAJARA17'16.5'17'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS29Page 445 of 984
DETAIL 27B179 LFDETAIL 22194 LFDETAIL 27B164 LFDETAIL 22194 LFDETAIL 22200 LFDETAIL 27B420 LF12" WHITE23 LFDETAIL 2250 LFSHARROW SYMBOL10 SQFT, Typ.N(N) SPEED TABLE PERCITY STD 7325"HUMP" LEGEND25 SQFT, Typ."STOP" LEGEND22 SQFT, Typ.MHMHMHMHMHHMHMATCHLINE
SEE SHEET 30 ADD W84(CA) SIGNON 12" PUNCHPOSTADD W84(CA) SIGN ON 12"PUNCH POSTS. TASSAJARA16.5'17'RAMONAELM CTVERDE10'8'10'9'14.5'12" WHITE17 LFN12" WHITE14 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LF12" WHITE25 LF12" WHITE20 LF12" WHITE19 LF12" WHITE30 LFMHMHMHLUNETAHERMOSARAFAELS TASSAJARA20'19'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS30Page 446 of 984
DETAIL 2775 LF, Cont.MHMHMATCHLINESEERIGHTMATCHLINESEEABOVEDETAIL 22180 LFBOYSEN21'NDETAIL 2775 LF"STOP" LEGEND22 SQFT12" WHITE 17 LFDETAIL 2250 LFMHMHMHMATCHLINESEEBELOWBOYSEN20'20'N CHORRONDETAIL 2127 LFDETAIL 2236 LF"STOP" LEGEND22 SQFT12" WHITE35 LFMHMATCHLINE
SEE LEFT BOYSENSANTA ROSA21'PROTECT (E)CROSS GUTTERNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS31Page 447 of 984
DETAIL 2250 LFNNGREENWAY SYMBOL45.5 SQFT, Typ.DETAIL 2775 FT, Cont."STOP" LEGEND22 SQFT, Typ.INSTALL W-84 SIGNON 12' PUNCH POSTREMOVE (E) "BIKES MAY USE FULLLANES" SIGN AND INSTALL CERROROMAULDO NEIGHBORHOOD GREENWAYSIGN ON (E) 12' PUNCH POSTMHMHMATCHLINE
SEE SHEET 27 CERRO ROMAULDOFERRINI
17'DETAIL 2250 LFDETAIL 2250 LF12" WHITE16 LFN"STOP" LEGEND22 SQFT, Typ.12" WHITE16 LFMHMHMHMHROUGEOTCHORRO17'17'12" WHITEDETAIL 2250 LFN"STOP" LEGEND22 SQFT, Typ.MHRAMONAPALOMAR18'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS32Page 448 of 984
12" WHITE21 LFDETAIL 2250 LFDETAIL 2250 LFN"STOP" LEGEND22 SQFT, Typ.12" WHITE37 LF12" WHITE20 LF(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/21"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/21REPLACE EXISTING PUNCH POSTWITH 14' PUNCH POST. INSTALLW-84 SIGN. REINSTALL PARKINGSIGN UNDER W-84 SIGN.INSTALL W-84 SIGNON 12' PUNCHPOSTMHMHMHMH12" WHITE21 LFMEINECKEBROADBENTONCHORRO18'18'"STOP" LEGEND22 SQFT, Typ.N12" WHITE17 LFGREENBACK SHARROW SYMBOL36 SQFT, Typ.12" WHITE13 LF12" WHITE18 LF12" WHITE33 LFMHMHMHMHMHMHMH12" WHITE21 LFMURRAYBENTONBROADCHORRONo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS33Page 449 of 984
12" WHITE15 LFN12" WHITE11 LF"STOP" LEGEND22 SQFT, Typ.MHMHMHMHMISSIONMISSIONBROA
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12" WHITE 19 LFDETAIL 2250 LFDETAIL 2250 LF12" WHITE 16 LFN12" WHITE 37 LF12" WHITE 37 LFMHMHMHMHMHMHMHCHORROMISSIONVENABLE20'20'N"STOP" LEGEND22 SQFT12" WHITE20 LFMHMHSERRANOBROADNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS34Page 450 of 984
"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/21INSTALL W84(CA)ON 12' PUNCH POSTNMATCHLINE
SEE RIGHT
WESTDETAIL 22352 LF12" WHITE18 LF"STOP" LEGEND22 SQFTDETAIL 2250 LFRED CURB 20 LF LEFTOF DRIVEWAY & 3 LFRIGHT OF DRIVEWAYNMHMHMHMHMATCHLINESEEBELOW
MATCHLINESEELEFTLINCOLNWESTMISSION
19'20'N12" WHITE18 LF"STOP" LEGEND22 SQFTDETAIL 2250 LF"HUMP" LEGEND25 SQFT, Typ.SPEED HUMP (TYPE 2) PERCITY STD 7320/21(N) SPEED HUMP(TYPE 2) PER CITYSTD 7320/21MHMHMHMATCHLINESEESHEET 35
MATCHLINE
SEE BELOW 20'LINCOLNVENABLEMONTALBANNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS35Page 451 of 984
NDETAIL 2250 LF12" WHITE18 LFDETAIL 2250 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE18 LFMHMHSANTA ROSAOAKMONTALBAN18'17'N"HUMP" LEGEND25 SQFT, Typ.(N) SPEED HUMP (TYPE 2)PER CITY STD 7320/2112" WHITE18 LF"STOP" LEGEND22 SQFTDETAIL 2250 LFMHMHMATCHLINESEESHEET 39
MATCHLINE
SEE SHEET 35 20'LINCOLNCENTERMOUNTAIN VIEWNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS36Page 452 of 984
NDETAIL ASEE SHEET D1682 LF12" WHITE117 LFMHMATCHLINE
SEE BELOW
OLIVESANTA ROSA19'DETAIL ASEE SHEET D1618 LF, Cont.N"STOP" LEGEND22 SQFT12" WHITE10 LFMHMATCHLINESEEABOVEOLIVEOLIV
E101 OFF RAMP19'LIMITS OFWORKLIMITS OFWORK101 ON RAMPNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS37Page 453 of 984
12" WHITE40 LF12" WHITE40 LFDETAIL 2250 LF12" WHITE 18 LFN"STOP" LEGEND22 SQFT, Typ.12" WHITE38 LF12" WHITE37 LF12" WHITE15 LF12" WHITE18 LFDETAIL 2250 LFDETAIL 2250 LFMHMHMHMHMHCENTERBROADALMONDCHORRO21'
21'
20.5'12" WHITE19 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFDETAIL 2250 LF12" WHITE16 LFDETAIL 2250 LF12' WHITE 18 LF12' WHITE26 LFDETAIL 2250 LFNMHMHMHMHMHMOUNTAIN VIEWBROADCHORRO19'19'20'18'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS38Page 454 of 984
DETAIL 2250 LFN12" WHITE19 LF12" WHITE37 LF12" WHITE37 LFINSTALL W84(CA) ON 12' PUNCH POSTMHMHMHMHMATCHLINESEEBELOWMATC
H
LI
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E
SEE LEFT
LINCOLNCHORRO20'12" WHITE16 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE18 LFDETAIL 22340 LFDETAIL 2250 LF12" WHITE18 LF12" WHITE43 LF12" WHITE41 LFMHMHMHMHMHMHMATCHLINESEEABOVELINCOLNCHORRO
BROAD
21'
18'
L 22 "HUMP" LEGEND25 SQFT, Typ.SPEED HUMP (TYPE 2) PERCITY STD 7320/2112" WHITE18 LF"STOP" LEGEND22 SQFTDETAIL 2250 LFT
MHMATCHLINESEERIGHT MATCHLINESEESHEET 36
LINCOLNMOUNTAIN VIEW20'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS39Page 455 of 984
NDETAIL 2250 LFYELLOW HI-VISCROSSWALKSPER CITY STD7350, 126 LFDETAIL 2250 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFPARKING TEE PERENG. STD. 7410, Typ.TYPE VII ARROW,27 SQFT, Typ.12" WHITE 34 LFDETAIL 22 240 LFDETAIL 27 B 40 LFDETAIL 22 154 LFTYPE IV ARROW,15 SQFT, Typ.DETAIL 38 50 LF12" WHITE 39 LF12" WHITE 153 LF12" WHITE 153 LFBLUE PARKING T'S ANDISA SYMBOL PERCALTRANS STD PLANA24C, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMATCHLINE
SEE ABOVE
MATCHLINESEESHEET 41
MATCHLINESEESHEET 4314'10'11'PALMBROADCHORRO7.5'13'12'7.5'11'7.5'13'7.5'12'12'16'NDETAIL 2250 LFDETAIL 2463 LF"STOP" LEGEND22 SQFTDETAIL 2250 LFPARKING TEE PER ENG.STD. 7410, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMHMATCHLINESEEBELOW
MATCHLINESEESHEET 42YELLOW HI-VISCROSSWALKS PERCITY STD 7350, 45 LFPALMNIPOMO11'7.5'13'7.5'13'7.5'10'7.5'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS40Page 456 of 984
MHMHNDETAIL 2297 LFTYPE VII ARROW27 SQFT, Ttp.DETAIL 38 50 LFPARKING TEES, Typ.4" WHITE MOTORCYCLE PARKINGPER CITY STD 7410TYPE IV ARROW15 SQFT, Typ."STOP" LEGEND22 SQFT, Typ.DETAIL 2151 LF6" YELLOW50 LFHI-VIS CROSSWALKS PERCITY STD 7350, 107 LF6" YELLOW 50 LFMHMHMHMHMHMATCHLINE
SEE SHEET 40
MATCHLINESEEBELOW
16'11'13'CHORROPALMMORRON,yp
PARKING TEE PERENG. STD. 7410, Typ.DETAIL 2250 LFDETAIL 2250 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE18 LFDETAIL 9247 LF12" WHITE 18 LF12" WHITE 15 LFDETAIL 22451 LFBLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMHMATCHLINE
SEE ABOVE
MATCHLINESEESHEET 46
MATCHLINESEESHEET 454" WHITE MOTORCYCLE PARKINGPER CITY STD 7410PALMOSOS73'5'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS41Page 457 of 984
NDETAIL 279 LFDETAIL 2250 LFPARKING TEE PERENG. STD. 7410, Typ.HI-VIS CROSSWALK PERCITY STD 7350, 36 LFDETAIL 2250 LF12" WHITE23 LFDETAIL 2250 LFDETAIL 2175 LF"STOP" LEGEND22 SQFT, Typ.12" WHITE14 LF12" WHITE19 LFDETAIL 2175 LFGRIND EXISTING STRIPING ON CONCRETE BRIDGE DECK ANDRESTRIPE PER PLAN. THERMOPLASTIC STRIPING PLACED ONCONCRETE BRIDGE DECK REQUIRES A PRIMER COAT PRIOR TOAPPLICATION.BLUE PARKING T'S AND ISA SYMBOLPER CALTRANS STD PLAN A24C, Typ.MHMHMHMHMHMHMATCHLINESEESHEET 43
MATCHLINESEESHEET 40MATCHLINESEESHEET 47DETAIL 2250 LFMONTEREYDANANIPOMOBROADNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS42Page 458 of 984
NNHI-VIS CROSSWALK PERCITY STD 7350, 37 LF6" YELLOW50 LFDETAIL ASEE SHEET D159 LFDETAIL 2127 LFPARKING TEE PERENG. STD. 7410, Typ.DETAIL 22240 LFTYPE I 10" ARROW14 SQFT, Typ.HI-VIS CROSSWALKSPER CITY STD 7350118 LF12" WHITE18 LFDETAIL 22240 LFDETAIL 29 W/ 12" YELLOWDIAGONAL HATCHINGYIELD LINE 5Δ7.5 SQFTYIELD LINE 5Δ7.5 SQFTREPLACE IN-ROADWAY PEDSIGNBLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.GREENWAY45.5 SQFT, Typ.MHMHMHMHMATCHLINE
SEE SHEET 42
MATCHLINESEESHEET 44
MATCHLINESEESHEET 40CHORROMONTEREYBROADRONo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS43Page 459 of 984
COMMERCIAL LOADING ONLY COMMERCIAL LOADING ONLY COMMERCIAL LOADING ONLYNNTYPE IV (B) ARROW27 SQFT, Typ.PARKING TEEPER ENG. STD.7410, Typ.BIKE LANE AND ARROWSYMBOLS10.5 SQFT, Typ.DETAIL 2177 LFMODIFIEDDETAIL 2125 LFDETAIL 21106 LFDOUBLE 6" WHITE68 LF"PED" LEGEND18 SQFT, Typ."XING" LEGEND21 SQFT, Typ.DETAIL 21106 LFDETAIL 21159 LFDETAIL 21154 LFDETAIL 2177 LFGREENBACKSHARROW36 SQFT, Typ.12" WHITE41 LF12" WHITE41 LFDETAIL 22112 LF12" WHITE16 LF12" WHITE32 LF12" WHITE32 LFHI-VIS CROSSWALKS PERCITY STD 7350, 162 LF12" WHITE9 LFDETAIL 3850 LFTYPE IV ARROW15 SQFT, Typ.TYPE I 10" ARROW14 SQFT, Typ.DETAIL 3819 LFREPLACEIN-ROADWAYPED SIGNREPLACEIN-ROADWAYPED SIGNBLUE PARKING T'S AND ISASYMBOL PER CALTRANS STDPLAN A24C, Typ.MHMHMHMHMHMHMATCHLINE
SEE SHEET 43
MATCHLINESEESHEET 45
MATCHLINESEESHEET 49YIELD LINE 7Δ10.5 SQFTYIELD LINE 7Δ10.5 SQFTMONTEREYCHORROMORRONo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS44Page 460 of 984
N19'4'DETAIL 2175 LF"PED" LEGEND18 SQFT, Typ."XING" LEGEND21 SQFT, Typ.DETAIL 2250 LFDETAIL 3850 LFDETAIL 22161 LFTYPE I 10' ARROW14 SQFT, Typ.TYPE IV ARROW15 SQFT, Typ.DETAIL 3850 LFDETAIL 3850 LFDETAIL 3850 LFDETAIL 3850 LFTYPE VII ARROW27 SQFT, Typ.DETAIL 3850 LFPARKING TEE PERENG. STD. 7410, Typ.DETAIL 22431 LF12" WHITE10 LFMHMHMHMHMHMATCHLINE
SEE SHEET 44
MATCHLINESEESHEET 46
MATCHLINESEESHEET 41MATCHLINESEESHEET 50BICYCLE LOOP SYMBOLPER CALTRANS A24C2 SQFT, Typ.HI-VIS CROSSWALKS PERCITY STD 7350168 LFMONTEREY9'9'10'OSOS6" WHITE STRIPE34 LFMO10'9'10'TNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS45Page 461 of 984
2'11'5'10'±8'±8'BIKE BUFFER PERDETAIL A, SHEET D1193 LFDETAIL 39194 LFINSTALL RIGHT TURNYIELD TO BIKE SIGNPARKING TEES, Typ."MPH" LEGEND19.3 SQFT, Typ."25" LEGEND17.5 SQFT, Typ.HI-VIS CROSSWALKSPER CITY STD 7350, 46 LFHI-VIS CROSSWALKS PERCITY STD 7350, 50 LFGREEN BIKE LANE COATINGPER SPECIAL PROVISIONS1764 SQFTDETAIL 3850 LFDETAIL 3850 LFBLUE PARKING T'SAND ISA SYMBOL PERCALTRANS STD PLANA24C, Typ.INSTALL R81(CA) ANDR2-1 (25 MPH) SIGNSON 14' PUNCH POSTINSTALL R2-1 (25 MPH)SIGNS ON 12' PUNCH POSTBLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.TYPE VII ARROW27 SQFT, Typ.MHMHMHMHMHMATCHLINESEESHEET 50MATCHLINESEESHEET 54BIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.REMOVE (E) METALPEDESTRIAN BARRICADES ANDNO PED CROSSING SIGNAGESEE SIGNALMODIFICATION PLAN,SHEET X+3200+3300+34+72 00+73 002'SANTA ROSAHIGUERAMARSHNPARKING TEEPER ENG. STD.7410, Typ.12" WHITE105 LFTYPE IV ARROW15 SQFT, Typ.DETAIL 3850 LFDETAIL 3875 LF12" YELLOW44 LF12" YELLOW44 LFTYPE I 10" ARROW14 SQFT, Typ.DETAIL 3850 LFDETAIL 3850 LFMHMHMHMHMHMHMHMHMHMATCHLINESEESHEET 41MATCHLINESEESHEET 45SANTA ROSAPALMMONTEREYNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS46Page 462 of 984
28'40'40'36'±8'
2'
5'
2'
10'11'BIKE LANE ANDARROWSYMBOLS 10.5SQFT, Typ.TYPE VII ARROW27 SQFT, Typ.MOTORCYCLE SPACESPER CITY STD 7410DETAIL 39706 LFBIKE BUFFERPER DETAIL A709 LFDETAIL 9 388 LFDETAIL 27B388 LFPARKING TEE PERENG. STD. 7410, Typ.±8'INSTALLRIGHT TURNYIELD TOBIKE SIGNINSTALL RIGHT TURN YIELD TOBIKE SIGNLEFT TURNBIKE BOX PERDETAIL F,SHEET D1, Typ.NGREEN BIKE LANE COATINGPER SPECIAL PROVISIONS1764 SQFTDETAIL 2175 LFDETAIL 2250 LFDETAIL 3850 LFHI-VIS CROSSWALKS PERCITY STD 7350, 130 LFDETAIL 27B28 LFTYPE I 10" ARROW14 SQFT, Typ.TYPE IV ARROW15 SQFT, Typ.DETAIL 22271 LFGREEN BIKE LANE CASE 1 PERCITY STD 736040 LFGREEN BIKE LANE CASE 1 PERCITY STD 7360, 28 LFDETAIL 279 LFDETAIL 2250 LFGREENBACKSHARROW SYMBOL36 SQFT, Typ.GREEN BIKELANE CASE 1 PERCITY STD 736040 LFHI-VIS CROSSWALKSPER CITY STD 7350167 LFDETAIL 2175 LF, Cont.DETAIL 2250 LFBLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMHMHMHMHMHMHMHMATCHLINESEESHEET 48
MATCHLINESEESHEET 42MATCHLINESEESHEET 51DETAIL 3850 LF12" WHITE17 LFB+1000+11 00+12 00+1300+1400+1500HIGUERANIPOMOBROADNIPOMOBROADPROTECT (E)PARKLET, Typ.LEFT TURN BIKEBOX PER DETAIL F,SHEET D1, Typ.No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS47Page 463 of 984
37.0'40'10'±8'11'
2'
±8'
±8'
5'
2'
11'±8'BIKE LANE ANDARROWSYMBOLS 10.5SQFT, Typ.MOTORCYCLESPACES PER CITYSTD 7410DETAIL 9205 LFMOTORCYCLESPACES PERCITY STD 7410TYPE I 10"ARROW14 SQFT, Typ."XING" LEGEND21 SQFT, Typ.DETAIL 39409 LFBIKE BUFFER PERDETAIL A, SHEET D1409 LFDETAIL 39 552LFBIKE BUFFER PERDETAIL A, SHEET D1555 LF"PED" LEGEND18 SQFT, Typ.DETAIL 27B199 LFDETAIL 9295 LFDETAIL 27B323 LFPARKING TEE PERENG. STD. 7410, Typ.LEFT TURN BIKE BOX PERDETAIL F, SHEET D1INSTALLRIGHT TURNYIELD TOBIKE SIGNNTYPE VIIARROW27 SQFT, Typ.TYPE IV ARROW15 SQFT, Typ.DETAIL 3850 LFDETAIL 22241 LFHI-VIS CROSSWALKSPER CITY STD 7350167 LFGREEN BIKE LANE CASE1 PER CITY STD 736037 LF"25" LEGEND17.5 SQFT, Typ."MPH" LEGEND19.3 SQFT, TYp.DETAIL 22282 LFGREEN BIKE LANECOATING PERSPECIALPROVISIONS1374 SQFTDETAIL 3850 LFYIELD LINE 7Δ10.5 SQFTINSTALL R81(CA) ONEXISTING PUNCH POSTWITH PARKING SIGN.GREENWAY45.5 SQFT, Typ.GREENWAY45.5 SQFT, Typ.MHMHMHMHMHMATCHLINE
SEE SHEET 47
MATCHLINESEESHEET 49
MATCHLINESEESHEET 5212" WHITE34 LF EA12" WHITE20 LF12"WHITE40 LF12" WHITE20 LF2'
10'
2'
5'+1600+17 00+18 00+19 00+20 00+2100PROTECT (E)PARKLET, Typ.PROTECT (E)PAVERS, Typ.HIGUERAGARDENCHORROCHORRONo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS48Page 464 of 984
BIKE LANE ANDARROWSYMBOLS 10.5SQFT, Typ.28'40'±8'10'2'11'±8'
±8'10'5'11'
2'
5'
±8'
11'10'±8'±8'
2'
5'
2'
10'13'TYPE VIIARROW 27SQFT, Typ.52'DETAIL 39294 LFBIKE BUFFERPER DETAIL A294 LFDETAIL 39332 LFBIKE BUFFER PERDETAIL A, SHEET D1329 LFDETAIL 9273 LFDETAIL 27B272 LFDETAIL 9127 LFDETAIL 27B147 LFDETAIL 9199 LFDETAIL 27B100 LFPARKING TEEPER ENG. STD.7410, Typ."XING" LEGEND21 SQFT, Typ."PED"LEGEND 18SQFT, Typ.MODIFIED LEFT TURNBIKE BOX PERDETAIL F, SHEET D1INSTALL RIGHTTURN YIELD TOBIKE SIGNNGREEN BIKE LANECASE 1 PER CITYSTD 736040 LFGREEN BIKELANE COATINGPER SPECIALPROVISIONS823 SQFTGREEN BIKE LANE COATINGPER SPECIAL PROVISIONS729 SQFTGREEN BIKE LANECOATING PERSPECIAL PROVISIONS1110 SQFTCOHI-VIS CROSSWALKSPER CITY STD 7350152 LFGREEN BIKE LANE CASE 1PER CITY STD 736028 LFGREEN BIKE LANE CASE 1PER CITY STD 736052 LFYIELD LINE 7Δ10.5 SQFTGREENWAY45.5 SQFT, Typ.ISA SYMBOL PER CALTRANSSTD PLAN A24C, Typ.INSTALL R2-1 "25MPH" SIGN 12'PUNCH POSTINSTALL R2-1 "25MPH" SIGN 12'PUNCH POSTREPLACE EXISTING PUNCHPOST WITH 14' PUNCH POST.INSTALL BILL ROALMANNEIGHBORHOOD GREENWAYSIGN. REINSTALL PARKINGSIGN UNDER NEIGHBORHOODGREENWAY SIGN.MHMHMHMHMHMATCHLINE
SEE SHEET 48
MATCHLINESEESHEET 50
MATCHLINESEESHEET 44MATCHLINESEESHEET 5312" WHITE34 LF EA12" WHITE20 LF12" WHITE40 LF12" WHITE20 LF7'00+2200+2300+24 00+25 00+2600+27HIGUERAMORROMORRO2'PROTECT (E)PARKLET, Typ.2'2'No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS49Page 465 of 984
BIKE LANE AND ARROWSYMBOLS 10.5 SQFT, Typ.40'40'5'
±8'
10'11'±8'
±8'BIKE BUFFER PERDETAIL A, SHEET 1456 LFTYPE VII ARROW 27SQFT, Typ.GREEN BIKE LANE CASE 1PER CITY STD 736076 LF2'DETAIL 39 412LFBIKE BUFFERPER DETAIL A409 LFPARKING TEE PERENG. STD. 7410, Typ.DETAIL 9436 LFDETAIL 27B437 LF76'10'11'INSTALL RIGHT TURNYIELD TO BIKE SIGN2'MODIFIED LEFT TURNBIKE BOX PERDETAIL F, SHEET D1N19'4'GREEN BIKE LANECOATING PER SPECIALPROVISIONS1110 SQFT Cont.GREEN BIKE LANE COATINGPER SPECIAL PROVISIONS1764 SQFT"25" LEGEND17.5 SQFT, Typ."MPH" LEGEND19.3 SQFT, TYp.DETAIL 3850 LFTYPE IVARROW15 SQFT, Typ.DETAIL 22230 LFDETAIL 22321 LFTYPE I 10"ARROW14 SQFT, Typ.GREEN BIKE LANE CASE 1PER CITY STD 736040 LFGREEN BIKE LANE CASE 1PER CITY STD 736040 LFDETAIL 3850 LFISA SYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMHMHMATCHLINE
SEE SHEET 49
MATCHLINESEESHEET 46
MATCHLINESEESHEET 45MATCHLINESEESHEET 5412" WHITE BOUNDINGLINES 292 LF TOTAL12" WHITE40 LF2'
7'+2700+2800+2900+3000+3100+3200HIGUERAOSOS STOSOS STPROTECT (E)PARKLET, Typ.No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS50Page 466 of 984
DETAIL 27B381 LF±8'10.5'10.5'±8'GREEN BIKE LANE CASE 2PER CITY STD 736044 LFPARKING TEE PERENG. STD. 7410, Typ.TYPE VII ARROW27 SQFT, Typ.BIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ.DETAIL 27B381 LFDETAIL 9381 LFMEDIAN WITHCENTERDRAINAGE GAPPER DETAIL H,SHEET D1, 124 LFLEFT TURN BIKEBOX PER DETAILB, SHEET D1MARKINGSPER DETAIL D,SHEET D1, Typ.DETAIL 39A28 LF EAINSTALL RIGHTTURN YIELD TOBIKE SIGNNDETAIL 22271 LFDETAIL 2250 LF12" WHITE19 LFPROTECT (E)BIKE LANEDETAIL 3850 LF12" WHITE19 LFDETAIL 22128 LFDETAIL 3842 LFTYPE IV ARROW15 SQFT, Typ.TYPE I 10" ARROW14 SQFT, Typ.DETAIL 22262 LFDETAIL 3885 LFGREENBACKSHARROW SYMBOL11.5 SQFT, Typ.MEDIAN PER DETAIL H,SHEET D1, 65 LFGREENWAY45.5 SQFT, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.GREENBACKSHARROW SYMBOL11.5 SQFT, Typ.MHMHMHMHMHMHMHMATCHLINESEESHEET 52
MATCHLINESEESHEET 47MATCHLINESEESHEET 55HI-VIS CROSSWALKSPER CITY STD 7350127 LFINSTALL R10-11 SIGNON NEW (N) POST12" WHITE BOUNDINGLINES 320 LF TOTAL2'2'
6'+50 00+5100+5200+53 00+5400+55 00
3'MARSHNIPOMOPROTECT (E)PARKLET, Typ.GREEN BIKE LANE CASE 2PER CITY STD 7360, 45 LFLEFT TURN BIKEBOX PER DETAIL F,SHEET D1LEFT TURNBIKE BOX PERDETAIL F,SHEET D1BROADMEDIAN PER DETAIL H,SHEET D1, 84 LFINSTALL TYPE K-I(CA) BOLT DOWNMARKER 0M2-1HON MEDIANNOSE END, Typ.No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS51Page 467 of 984
MEDIAN WITH CENTERDRAINAGE GAP PER DETAILH, SHEET D1, 136 LFDETAIL 27B210 LFGREEN BIKE LANE CASE 2PER CITY STD 7360, 67 LFGREEN BIKE LANECASE 2 PER CITY STD7360, 37 LFBIKE LANE AND ARROWSYMBOLS 10.5 SQFT, Typ.MOTORCYCLESPACES PER CITYSTD 7410TYPE VII ARROW27 SQFT, Typ.DETAIL 27B134 LFDETAIL 27B188 LFMEDIAN WITHCENTER DRAINAGEGAP PER DETAIL H,SHEET D1, 213 LFDETAIL 9188 LFDETAIL 9284 LFDETAIL 27B284 LFLEFT TURN BIKEBOX PER DETAILF, SHEET D1LEFT TURNBIKE BOXPERDETAIL F,SHEET D1MARKINGS PERDETAIL D,SHEET D1, Typ.PARKING TEEPER ENG. STD.7410, Typ.INSTALL RIGHT TURNYIELD TO BIKE SIGNINSTALLRIGHT TURNYIELD TO BIKESIGNN"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LFDETAIL 3842 LFTYPE IV ARROW15 SQFT, Typ.TYPE I 10" ARROW14 SQFT, Typ.DETAIL 2250 LFMOTORCYLEPARKINGINSTALL ZICLA ZEBRACONFIGURATIONSPER DETAIL E, SHEETD1, 24 LFINSTALL ZICLA ZEBRACONFIGURATIONS PERDETAIL E, SHEET D1, 23 LFINSTALL ZICLA ZEBRACONFIGURATIONSPER DETAIL E, SHEETD1, 33 LFBLUE PARKING T'S AND ISASYMBOL PER CALTRANS STDPLAN A24C, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.GREENWAY45.5 SQFT, Typ.MHMHMHMHMATCHLINE
SEE SHEET 51
MATCHLINESEESHEET 53
MATCHLINESEESHEET 48MATCHLINESEESHEET 5512" WHITE BOUNDINGLINES 302 LF TOTAL12" WHITE BOUNDINGLINES 227 LF TOTALYIELD LINE 7Δ10.5 SQFT+5600+5700+58 00+5900+6000+61 00
±8'10.5'10.5'±8'
3'2'
6'
3'
6'
3'
±8'
2'
10.5'10.5'
2'
±8'MARSHGARDENCHORRODETAIL 3818 LFINSTALL TYPE K-I (CA)BOLT DOWN MARKER0M2-1H ON MEDIANNOSE END, Typ.No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS52Page 468 of 984
DETAIL 27B273 LFMEDIAN PERDETAIL H,SHEET D1, 91 LFDETAIL 9126 LFDETAIL 9273 LFBIKE LANE ANDARROW SYMBOLS10.5 SQFT, Typ."XING"LEGEND 21SQFT, Typ."PED"LEGEND18 SQFT, Typ.TYPE VIIARROWMEDIAN WITH CENTERDRAINAGE GAP PERDETAIL H, SHEET D1, 188 LFDETAIL 9235 LFDETAIL 27B273 LFDETAIL 27B102 LFDETAIL 27B126 LFDETAIL 27B235 LFMEDIAN WITHCENTER DRAINAGEGAP PER DETAIL H,SHEET D1, 105 LFMARKINGSPER DETAILD, SHEET D1,Typ.PARKING TEEPER ENG. STD.7410, Typ.INSTALL RIGHTTURN YIELD TOBIKE SIGNGREEN BIKE LANECASE 2 PER CITYSTD 7360, 31 LFN12" WHITE16 LFHI-VIS CROSSWALKSPER CITY STD 7350155 LF6" YELLOW50 LFYIELD LINE 7Δ10.5 SQFTLEFT TURN BIKE BOXPER DETAIL F, SHEET D1GREENWAY45.5 SQFT, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMHMHMATCHLINE
SEE SHEET 52
MATCHLINESEESHEET 54
MATCHLINESEESHEET 49MATCHLINESEESHEET 56GREEN BIKELANE CASE 1 PERCITY STD 736040 LFBIKE BUFFER PERDETAIL C, SHEET D1124 LF EABIKE BUFFER PERDETAIL C, SHEET D130 LFGREEN BIKELANE COATINGPER SPECIALPROVISIONS152 SQFT+6100+62 00+63 00+64 00+6500+66 00M6'
3'
10.5'10.5'
2'
7'5'
2'
6'
3'
±8'
2'
10.5'10.5'
2'
±8'
6'
3'
±8'
2'
10.5'10.5'
2'
±8'MARSHMORRODETAIL 2151 LFGREEN BIKELANE COATINGPER SPECIALPROVISIONS626 SQFT2'1'INSTALL TYPE K-I(CA) BOLT DOWNMARKER 0M2-1HON MEDIANNOSE END, Typ.No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS53Page 469 of 984
DETAIL 27B435 LFBIKE LANE AND ARROWSYMBOLS, 10.5 SQFT, Typ.TYPE VII ARROW27 SQFT, Typ.DETAIL 9435 LFMEDIAN WITH CENTERDRAINAGE GAP PERDETAIL H, SHEET D1, 75 LFDETAIL 27B435 LFPARKING TEEPER ENG. STD.7410, Typ.LEFT TURN BIKEBOX PERDETAIL F,SHEET D1GREEN BIKE LANECASE 2 PER CITYSTD 7360, 46 LFN12" WHITE11 LFHI-VIS CROSSWALKS PERCITY STD 7350192 LFTYPE I 10" ARROW14 SQFT, Typ.TYPE IV ARROW15 SQFT, Typ.DETAIL 3850 LFDETAIL 22321 LFMEDIAN PERDETAIL H, SHEETD1, 61 LFMEDIAN WITH CENTERDRAINAGE GAP PER DETAILH, SHEET D1, 118 LFGRIND EXISTING STRIPING ON CONCRETE BRIDGEDECK AND RESTRIPE PER PLAN. THERMOPLASTICSTRIPING PLACED ON CONCRETE BRIDGE DECKREQUIRES A PRIMER COAT PRIOR TO APPLICATION.BLUE PARKING T'S AND ISASYMBOL PER CALTRANS STDPLAN A24C, Typ.BLUE PARKING T'S AND ISASYMBOL PER CALTRANSSTD PLAN A24C, Typ.MHMHMHMHMATCHLINE
SEE SHEET 53
MATCHLINESEESHEET 46
MATCHLINESEESHEET 50MATCHLINESEESHEET 56+67 00+68 00+69 00+70 00+7100+7200O6'
3'
±8'
2'
10.5'10.5'
2'
±8'MARSHOSOS STMARSH STREET BRIDGEINSTALL RIGHT TURNYIELD TO BIKE SIGNINSTALL TYPE K-I (CA) BOLTDOWN MARKER 0M2-1H ONMEDIAN NOSE END, Typ.No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS54Page 470 of 984
PARKING TEE PERENG. STD. 7410, Typ.DETAIL 2247 LFSTRIPED BULBOUT PERDETAIL I, SHEET D1, Typ.12" WHITE12 LFDETAIL 2250 LFDETAIL 2250 LF6" YELLOW50 LFGREENBACKSHARROWSYMBOL36 SQFT, Typ.DETAIL 22262 LF, Cont.12" WHITE11 LF12" WHITE33 LFDETAIL 2250 LFGREENWAY45.5 SQFT, Typ.HI-VISCROSSWALKSPER CITY STD7350,136 LFMHMHMHMHMATCHLINESEESHEET 55
MATCHLINESEESHEET 55PACIFICNIPOMOBROAD12" WHITE40 LF"STOP" LEGEND22 SQFTHI-VISCROSSWALKSPER CITY STD7350,142 LFPROTECT (E)PAINTEDBULBOUT, Typ.PARKING TEE PERENG. STD. 7410, Typ.DETAIL 2247 LF6" YELLOW50 LF6" YELLOW50 LF6" YELLOW50 LF6" YELLOW50 LFDETAIL 279 LF12" WHITE15 LF12" WHITE16 LFDETAIL 2250 LF12" WHITE16 LF12"WHITE19 LFMHMHMHMHMHMHMHMHMATCHLINE
SEE SHEET 55
MATCHLINESEESHEET 56
MATCHLINESEESHEET 52PACIFICGARDENCHORRO"STOP" LEGEND22 SQFTNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS55Page 471 of 984
57'3'3'57'DETAIL 3871 LF6" YELLOW71 LF"STOP"LEGEND22 SQFT, Typ."AHEAD"LEGEND31 SQFT, Typ.12" WHITE8 LF12" WHITE10 LF6" YELLOW131 LFDETAIL 2127 LFSTRIPED BULBOUT PERDETAIL I, SHEET D1, Typ.PARKING TEE PERENG. STD. 7410, Typ.MHMHMATCHLINE
SEE SHEET 55
MATCHLINESEESHEET 56
MATCHLINESEESHEET 53PACIFICMORRODETAIL 2127 LFDETAIL 2319 LFHI-VIS CROSSWALKSPER CITY STD 735096 LFDETAIL 2250 LF"STOP"LEGEND22 SQFT, Typ.DETAIL 2250 LFPARKING TEE PERENG. STD. 7410, Typ.MHMHMHMHMATCHLINESEESHEET 56
MATCHLINE
SEE SHEET 56MATCHLINESEESHEET 56PACIFICOSOS STPDETAIL 250 LNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS56Page 472 of 984
NMHMHMATCHLINE
SEE SHEET 57 PACIFICSANTA ROSADETAIL 2250 LF"STOP" LEGEND22 SQFT12" WHITE13 LFNDETAIL 22102 LF"KEEP" LEGEND24 SQFTHI-VIS CROSSWALKSPER CITY STD 735025 LF"CLEAR" LEGEND27 SQFT6" YELLOW102 LFISA SYMBOL PERCALTRANS STDPLAN A24C, Typ.TYPE I 10" ARROW14 SQFT, Typ.YIELDLINE 5Δ7.5 SQFT4" YELLOW WITHYELLOW BOT DOTS191 LF(10) 4" YELLOW17 LF EA @ 45°MHMHMHMHMHRAILROADOSOS STSANTAROSAREMOVE (E) REINSTALLWHEEL STOPS, Typ.R30.5'45°LIMITS OF WORK9.5'9.5'9.3'9.3'9.3'9.3'22.0'21.4'8.6'8.8'8.8'8.8'8.8'8.8'22'5.5'8'NOPARKING8'9.5'8'18'13 SPACES @ 8.8'8.8'8.8'4 SPACES @ 8.8'20.3'8.8'8.8'8.5'21.7'8'5'9'7 SPACES @ 8.5'4" WHITE PARKINGSTALL STRIPE PERENG. STD. 2250, Typ.4" WHITENOPARKINGNOPARKING19'±4 SPACES @ 8.5'9 SPACES @ 8.7'4 SPACES @ 8.0'5 SPACES @ 8.5'13.6'14.2'19.5'8.7'8.5'8.5'4 SPACES @ 8.0'ACCESSIBLE AISLE AND "NO PARKING"LEGEND PER CALTRANS STD A90A, Typ.16.5'16.5'8'8'4" WHITE @3' O.C.NDETAIL 2250 LF"STOP"LEGEND22 SQFT, Typ.12" WHITE19 LF"ONLY"LEGEND22 SQFTTYPE VIIARROW27 SQFT12" WHITE17 LFMHMHMHMHMHCARMELMARSHPACIFICNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS57Page 473 of 984
TYPE IV ARROW(15 SQFT)TYPE IARROW(14 SQFT)DETAIL 2274 LFDETAIL 27B81 LFDETAIL 3987 LFHI-VIS CROSSWALK PERCITY STD 7350 (46 LF)BIKE BUFFERDETAIL A, SHEET 2531 LF, R°=41INSTALL Zicla Zebra Cycle LaneSeparators PER DETAIL L3,SHEET 25. LEAVE GAP FORBIKES COMING FROM EBHIGUERA TO ENTER LANEHI-VISCROSSWALKPER CITY STD7350 (46 LF)DETAIL 27B36 LFDETAIL3945 LFYIELD LINE7 TRIANGLESDETAIL 27B36 LFDETAIL 27B 28 LF4" WHITE 5' O.C.DETAIL 27B 28 LF4" WHITE 5' O.C.YIELD LINE5 TRIANGLESHI-VIS CROSSWALK PERCITY STD 7350 (60 LF)"YIELD" SYMBOL24 SQFTDETAIL 28 47 LF4" WHITE 5' O.C.TYPE I ARROW 18"(25 SQFT), Typ.DETAIL 27B28 LF12" WHITE 23 LFHI-VIS CROSSWALKPER CITY STD 7350(71 LF)HI-VISCROSSWALKPER CITY STD7350 (38 LF)LAST 30' OF BOTH BUFFERS INSTALL INBUFFER, Zicla Zebra Cycle Lane SeparatorsPER DETAIL L3, SHEET 25DETAIL 4157 LFNMHMHMHMHMHMH12" WHITE 22 LF"STOP" LEGEND22 SQFTDETAIL 2250 LFNMHMH6" YELLOW100 LF"STOP" LEGEND22 SQFT12" WHITE 23 LFNMHNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS58Page 474 of 984
N12" WHITE19 LF"STOP" LEGEND22 SQFTMHMHMHN12" WHITE24 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 2250 LF12" WHITE20 LFDETAIL 2250 LFMHMHMHN12" WHITE20 LF"STOP"LEGEND22 SQFTMHNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS59Page 475 of 984
MHNDETAIL 2250 LFTYPE IV ARROW15 SQFT, Typ.12" WHITE42 LFDETAIL 2250 LF12" WHITE41 LF12" WHITE16 LFTYPE VIII ARROW27 SQFT, Typ.DETAIL 27B50 LFDETAIL 27B50 LF12" WHITE44 LF12" WHITE41 LFMHMHDETAIL 2250 LFN"STOP" LEGEND22 SQFT12" WHITE28 LFMHNDETAIL 2250 LF"STOP" LEGEND22 SQFT12" WHITE28 LFNo. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS60Page 476 of 984
NDETAIL 2244 LFDETAIL 22454 LF12" WHITE24 LF"STOP" LEGEND22 SQFT, Typ.DETAIL 27B490 LFDETAIL 39A88 LF4" WHITE, 15' O.C.9 LF EADETAIL 27B249 LFDETAIL 39A100 LFDETAIL 39A100 LFDETAIL 27B444 LFDETAIL 27B444 LFMHMHMATCHLINE
SEE ABOVE
MATCHLINESEESEE S62N
DETAIL 22563 LF"HERE"LEGEND26 SQFT"WAIT" LEGEND19 SQFTTYPE IVARROW15 SQFT, Typ.12" WHITE14 LF12" WHITE94 LF12" WHITE63 LFDETAIL 38244 LF12" WHITE18 LFDETAIL 38241 LFDETAIL 27B546 LFTURNSHARROW12.5 SQFT, Typ.GREEN BIKE LANECASE 1 PER CITYSTD 7360220 LFGREEN BIKE LANE CASE 1 PERCITY STD 736064 LFMHMHMHMATCHLINESEEBELOW No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS61Page 477 of 984
N12" WHITE22 LF"STOP"LEGEND22 SQFTDETAIL 39A76 LF27BBIKE LANE ANDARROWSYMBOLS 10.5SQFT, Typ.MHMHMHMATCHLINE
SEE SEE S61 No. C 84733CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHMGBN1" = 40'FEBRUARY 202290346-01YSTRIPINGS62Page 478 of 984
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHSKBNMONTH YEAR1000167YDETAILSD1MODIFIED CALTRANS DETAIL 22NOT TO SCALEBIKE BUFFERNOT TO SCALEGREENBACK SHARROWNOT TO SCALESTRIPED BULBOUTNOT TO SCALELOADING ZONE BUFFER MARKNOT TO SCALE L O A D I N G Z O N E L O A D I N G Z O N EBIKE BUFFER AT DRIVEWAYNOT TO SCALEINSTALLATION NOTES:123454AA33LAYOUTSECTION A-A56CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALELEFT-TURN BIKE BOX NOT TO SCALECUSTOM CLASS IV BIKEWAY SIGNNOT TO SCALEG4GREEN WAY SYMBOLNOT TO SCALEDETAIL L3: ZICLA ZEBRA OBLIQUE CONFIGURATION WITH FLEX POSTDETAIL L4: ZICLA ZEBRA OBLIQUE CONFIGURATIONZICLA ZEBRA CONFIGURATIONSNOT TO SCALETURN SHARROWNOT TO SCALEABCDEFHIJKLPage 479 of 984
Signs per Intersection Control table.10' min. separation from marked or unmarked crosswalk to circle.Curb extension striping provided on all major street approaches.REVISIONS BY APP DATESTANDARD CURRENT AS OF:7###XX MH8-162August 2016New standard1R=200'31211STOP3 Concrete curbextensionCurb extensionstriping perDetail "B"12'12'12'12'R=200'Splitter island stripingper Detail "A"Paint curb red withinsight distance triangleDetail 226" YellowStripes 4' o.c.Type Dmarkers1Minor StreetMajor Street Drain grate platesP.O.T.P.O.T.P.O.T.= Point of tangencyR=1"Extend curb depth to match adjacent asphalt thickness or 7" min.Type D yellow retroreflective marker spaced per table above.Remove pavement and base course and loosen subsoil to a depth of 6".Remove pavement and place fill compacted to 90% min. density.A. Diameter of traffic circle may vary to maintain 10' min. separation from marked or unmarked crosswalk to circle.B. Curb height 4" maximum.C. All PCC shall be Class 2.D. See Engineering Standard 4110 for notes regarding pavement removal and repair.E. See Engineering Standard 7210 for Sign Posts.F. Score expansion joints on mountable concrete curb: 4 for circles <20' diameter and 8 for circles >20' diameter.2'4"1"6"4"1'Concrete mountable curbExistingpavement3:1 slopeLandscapingor pavers"R-TC" sign (typ.)Concretemountable curb;see typical sectionDiameter per note AType D markerspaced per tableREVISIONS BY APP DATESTANDARD CURRENT AS OF:7###XX MH8-16August 2016New standard18" Min2Patch Paving12313R=1"LAYOUTDETAILSLength of red curb onegress to be determinedby Fire Dept. or Engineer.OptionalDetail 27BOptional treatment:mountable raised island18"24"30"R=15'R=5'Detail 27BType G markers offset2" from stripe, 4' o.c.6"dia. 134" crowned whitemarkers (Permark P19-1Wspor approved equal) 4' o.c.Type Amarkers 4' o.c.4" whitestripes 4' o.c.Existing curbR=1"2'4"6"4"Concrete mountable curbExistingpavement18" Min2Patch Paving1PAVERS2" SAND4410%Existing Curb FaceVaries, 20' Min.Varies, 20' Min.Airvol tri-cobble pavers,charcoal/red blend color(or approved equal)"R-TC" sign (typ.)4" Yellow StripeDiameter per note AType D markerspaced per tableTraffic Logix Supperflex curbing,brick red with yellow reflectivetape (or approved equal)TemporaryFlex CurbExistingpavementPaversSandA. Approach control types may vary. All approach control types areshown. Final configuration to be determined by Engineer.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNKHSKBNMONTH YEAR1000167YDETAILSD2Page 480 of 984
COMPACTTANK FARM ROAD423156789101112CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHNC10SCALE IN FEET15 30CIVILNo. C 84733HAI-LONG Q. NGUYE N Page 481 of 984
+1600+1700+1800+1900+2000+2100+2200MADONNA INNDETAIL 27B(3,520 LF)DETAIL 27B(3,520 LF)MODIFIED DETAIL 1(3500 LF)22' ACCESSEASEMENT(E) 6'X4' DOUBLEBOX CULVERT+2300+2400+2500+2600+2700+2800HIGHWAY 101 (CALTRANS)DETAIL 27B(3,520 LF)DETAIL 27B(3,520 LF)MODIFIED DETAIL 1(3500 LF)22' ACCESSEASEMENT+1000+1100+1200+1300+1400+1500LEFT ARROW(10.0 SF)10 LF (TYP.)DETAIL 27B(3,520 LF)DETAIL 27B(3,520 LF)MODIFIED DETAIL 1(3500 LF)22' ACCESSEASEMENT(E) TREELOW 9 FT VERTICALCLEARANCECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHNSTA 15+85 - SEE BELOWSTA 15+85 - SEE ABOVESTA 20+20 - SEE BELOWSTA 20+20 - SEE ABOVESTA 28+12 - SEE SHEET P21" = 40'C2MADONNA INN PATHWAYSTA 10+00 - STA 28+12STRIPING NOTES1. MODIFIED DETAIL 1 MUST HAVE 3 FOOT STRIPE AND 9 FOOT GAP.2. ALL BIKE PATHWAY STRIPING TO BE 4" WIDE.3. ALL EXISTING STRIPING AND MARKINGS MUST BE REMOVED PRIOR TO SLURRY SEALAPPLICATIONS.4. TWO CONTINUOUS 4” WHITE EDGE STRIPES (DETAIL 27B) MUST BE APPLIEDAPPROXIMATELY 4 INCHES FROM THE EDGE OF THE PAVEMENT.LEGENDCONSTRUCTION NOTES1. REMOVE ALL SOIL/GRAVEL ON PATHWAYS AND TRIM BACK VEGETATION TO REVEAL EDGE OFPAVEMENT PRIOR TO APPLICATION OF SLURRY SEAL.2. PATHWAY WIDTH VARIES. TYPICAL WIDTH IS 12 FEET. THE PATHWAY IS LOCATED WITHIN A 22 FEETACCESS EASEMENT.3. LOW VERTICAL CLEARANCE EXIST WITHIN THE PATHWAYS. WHERE TRIMMING OF EXISTINGVEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THEMINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVECONDITION. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARYEQUIPMENT CLEARANCE. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK.TYPE II SLURRY SEAL (4,700 SY)CIVILNo. C 84733HAI-LONG Q. NGUY E N40SCALE IN FEET0Page 482 of 984
+2900+3000+3100+3200+3300+34HIGHWAY 101 (CALTRANS)DETAIL 27B(3,520 LF)DETAIL 27B(3,520 LF)MODIFIED DETAIL 1(3500 LF)22' ACCESSEASEMENT+00+3500+3600+3700+3800+39 00DETAIL 27B(3,520 LF)DETAIL 27B(3,520 LF)MODIFIED DETAIL 1(3500 LF)22' ACCESSEASEMENT+4000+4100+4200+4300+4400+4500FERNANDEZ LNMODIFIED DETAIL 1(3500 LF)DETAIL 27B(3,520 LF)DETAIL 27B(3,520 LF)10 LF (TYP.)12" WHITE(7 LF)22' ACCESSEASEMENTSTA 34+00 - SEE BELOWCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHNSTA 34+00 - SEE ABOVESTA 39+91 - SEE BELOWSTA 39+91 - SEE ABOVE1" = 40'C3MADONNA INN PATHWAYSTA 28+12 - STA 45+11STA 28+12 - SEE SHEET P1CIVILNo. C 84733HAI-LONG Q. NGUYE N
040SCALE IN FEETPage 483 of 984
+1100 +1200 +1300 +1400 +1500 +1600 +1700 +1800 +1900 +2000 +2100 +2200 +2300 +2400 +2500 +2600+1000+1100+1200+1300+1400+1500+1600+1700+1800+1900+2000+2100+2200+2300+2400+2500+2600+2700+2800+2900+3000+3100+3200+330065 x 1125 x1011 x 910 x 2019 x 815 x 836 x 1411 x 79 x1511 x 7 8 x 12 8 x 1320 x 54 x 824 x138 x 814 x 620 x 711 x 912 x 810 x 833 x36 x 813 x 914 x1213 x 521 x 519 x 925 x 715 x 716 x 720 x 412 x 425 x5 4 x 6142 x 68 x 1170 x 410 x 741 x 715 x513 x 1414 x 970 x 415 x 519 x 68 x 612 x 64 x 96 x 57 x 1319 x 124 x 6 36 x 3024 x 1512 x 425 x 1323 x 56 x 413 x 812 x1430 x 87 x 419 x 1116x825x541x49x1324x127x164x552x13226 x 610x530x915 x 941 x 648 x 13 8 x 431x820 x 621 x 66 x 10CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHN1" = 80'AREA 9 SURFACE REPAIRROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YAPPROVED: APRIL. XX, 2022C40SCALE IN FEET80 160CIVILNo. C 84733HAI-LONG Q. NGUYE NLIMITS OF ROADWAY SEALINGEXISTING PAVERS TO REMAINHMA SURFACE COURSE & LEVELING COURSE6" AC PATCH REPAIREXISTING PARKLETS TO BE PROTECTEDLEGEND:Page 484 of 984
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHNNOT TO SCALEHMA SURFACE COURSE & LEVELING COURSEA(N) ACSURFACE(E) AC SURFACEPAVING GRIDN/AC5PAVING DETAILSNOTES:1. (N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER SPECIFICATION90-1.01B.NOT TO SCALECONCRETE BASE REPAIR ALLOWANCEBMILLED DEPTH(N) AC PER DETAIL A, THIS SHEET(E) PCC(E) SUBGRADE(E) SUBGRADE(90% COMPACTION)8" (N) PCCINSTALL DOWELS PERENG. STD. 6020, NOTE 7(E) AC SURFACEPAVING GRID(E) PCC(E) SUBGRADEMILLED DEPTHNOTES:1. DEPTH OF EXISTING AC PAVEMENT LAYER VARIES FROM 1/4" (AT CURB FACE) UP TOAPPROXIMATELY 2 INCHES AT CENTER OF ROAD.2. COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING. WHEN MILLINGOPERATION IS BEING PERFORMED, THE MILLING OPERATION SHOULD BE ADJUSTEDTO AVOID MILLING THE (E) PCC BASE. CONTRACTOR IS RESPONSIBLE TODETERMINE AND PERFORM APPROPRIATE NUMBER OF PASSES FOR AC REMOVAL.3. INSTALL 3/4" MINIMUM LEVELING COURSE (3/8" AGGREGATE). INSTALL PAVING GRID(GLASGRID 8502, STARGRID G-PS 200-100 OR APPROVED EQUAL) AND 1-3/4 INCHESMINIMUM SURFACE COURSE (1/2" AGGREGATE).4. WHERE DEPTH OF EXISTING AC PAVEMENT IS LESS THAN 1 INCH, PAVING MUST BECOMPLETED WITH 3/8" AGGREGATE. PAVING GRID WILL NOT BE REQUIRED.5. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND ATPAVEMENT.6. AFTER AC MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST. REPLACEFAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THE ENGINEER PRIOR TO ACOVERLAY PER DETAIL B, THIS SHEET.NOT TO SCALE6" AC PATCH REPAIRC(E) 4"-10" AC(E) BASE(95% COMPACTION WHERE EXPOSEDAFTER PAVEMENT REMOVAL)NOTES:1. PLACE 6 INCHES OF MEW HMA IN TWO LIFTS. BOTH LIFTS MUST BE 3 INCHES THICK(1/2" AGGREGATE).2. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND ATPAVEMENT.SAWCUT AREAPER PLANREMOVE 6" OF EXISTINGMATERIAL AND REPLACEWITH 6" OF HMASAWCUTPage 485 of 984
194.03SCRIBED X192.86FD CITY BM 373192.45SDMH192.14GTR192.06FL192.84TC192.97SGN193.04SIG192.92TC EC192.96TC/FS192.94CROSS193.03CROSS AP193.11CROSS AP192.89CROSS193.06SIG PB193.06SIG PB193.1115X18IN MTL SD LID193.13BSW AP193.52WM193.45EM193.4018X22 UTIL BAB193.16GB193.10BSW192.08FL@INLET192.09FL@INLET192.20GTR DYLT192.10FL192.82FL193.11WV193.11WV193.13WV193.39SSMH193.28CROSS/CL193.29CL192.90AC193.09AC192.64AC192.91AC193.23CROSS193.52ARROW193.39PRK MRK193.36FH193.08SGN193.01TC BC192.78FL192.90GTR END192.17FL@INLET192.43FL@INLET192.60FL193.13TC192.71GTR192.67GTR192.48GTR192.56GTR192.76GTR192.55FL193.01TC193.03TC/FL193.03TC/FS192.96TC/FS193.37AC193.33AC193.55AC193.18UMW192.94GTR192.82FL193.35TC193.36TC192.73FL192.87GTR193.02AC193.05AC193.37AC193.23BSW193.41BSW@WLK193.33TREE POC193.65TREE POC193.16UMC193.65UMC193.89UMC194 09193.46UMC193.43UMG193.47UMG193.42UME193.42UME193.63MTR193.56MTR193.61TRASH193.70BSW@WLK193.47TC192.90FL193.03GTR193.78TREE POC193.65AC193.18GTR193.03FL193.56TC193.82BSW193.90BSW@WLK193.96BSW@WLK193.66TC193.15FL193.33GTR193.80AC194.02AC193.59AC193.28AC193.08GTR192.94FL193.49TC193.63PRK MRK193.81PRK MRK193.82MTR193.93UMCSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS
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SD0.6%(2.5%)12.6%(2.4%)1.0%0.1%1.5%0.4%12.6%0.9%0 .6 %0.5%1.8%0.9%0.9%7.8%0.5%1.3%1.4%1.5%0.9%1.5%1.0%1.3%1.4%(193.66 TC)(193.15 FL)12.4'(193.96 FS)(193.90 FS)(193.41 FS)193.72 TC192.72 FL192.67 FL193.67 TC0.6%5.7%193.19 FL193.69 TC193.23 FL193.73 TC193.29 FL/HP193.79 TC193.68 TC193.12 FL1.8%0.1%193.12 FS192.93 TC191.93 FL192.95 TC191.95 FL193.06 TC/FS5.8%192.51 FS192.53 FS193.04 FS193.64 TC193.11 FS193.14 FL10.0'9.0'5.0'18.0'34.3'10.0'9.6'7.4'10.5'1.5'4.0'R=10'L=15.8'2.0'1.5'4.0'2.0'10118619121311913231617(193.10 FS)(192.86 TC)(192.06 FL)15157193.19 FS3.0'10.1'10.0'(E) 8" PVC SEWER(E) TS CONDUIT30" PVC SEWER(E) 8" PVC SEWER(E) 20" DI WATER(E) GAS(E) TELEPHONE(E) SIGNAL CONDUIT(E) 20" DI WATER(E) GAS(E) TELEPHONE(E) ELECTRIC(E) 12" CI WATERNIPOMO STHIGUERA ST7.0'14(N) 46' - 12" PVC(N) 9' -
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C (N) 10' - 12" PVC5.3'R=20'L=12.9'R=10'L=6.4'4.3'20.9'REPLACE(E) 6" CURBREPLACE(E) 6" CURBREPLACE(E) 6" CURBREPLACE(E) 6" CURB(E) CATV(E) 4-4" TELE(E) 48" RCP SD(E) ELECTRIC(E) 12" CI WATER2016PROTECT (E) 12" RCP9REMOVE (E)CATCH BASIN193.28 TC/FS193.41 TC/FS(193.54 FS)1.6%1.1%0.9%3.0'4.8'192.97 TC192.62 FL193.00 FS6.6%1.0%4.3'2121(N) 17' - 12" PVC193.29CROSS AP193.19CROSS193.28CROSS AP193.19CROSS AP192.91CROSS193.14CROSS STRIPE193.26CROSS CL193.21CL192.87STRIPE192.35GTR192.30FL192.82TC192.91TC192.63FL192.69GTR END193.00TV PB193.02E PB193.01LS193.20BSW193.28BSW193.30FD NL/TAGLS 5139193.34SDMH193.25TC EC193.26TC/FS193.24TC/FS193.22TC/FS193.10TC/FS193.01TC/FS192.60FL@INLET192.74FL@INLET193.48TC192.97FL193.32AC193.22AC193.71BSWSS SS SS SS SS SS SS SS
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(E) 12" CI WATER0.5%1.2%7.9%0.7%(3.8%)1.5%0.7%1.8%1.0%(1.3%)2.0%10.1'12.1'2.0'5.0'8.5'11.6'R=10'L=15.7'(193.38 TC)(192.85 FL)(192.82 TC)(192.30 FL)(193.20 FS)(193.24 FS)193.30 FS(193.54 FS)193.30 TC192.30 FL193.25 TC192.26 FL31.9%12.0%2.2%2.2%1.1%4.7%193.11 FS193.22 FS/HP193.15 TC192.60 FL193.06 TC192.41 FL4.0'1.6'4.0'2.0'NIPOMO ST(E) 48" RCP SD3.0'7.0'1.0%167113241289REPLACE DI-3RIM = 193.3412" RCP INV = 190.46PROTECT (E) 12" RCP(E) CATV(E) 4-4" TELE(E) 4-4" TELE(E) ELECTRIC(E) CATV(E) TS3.0'520CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHN1" = 8'C6HIGUERA AND NIPOMO CURB RAMPAND BULBOUT IMPROVEMENTSCIVILNo. C 84733HAI-LONG Q. NGUY E N8
SCALE IN FEET01 RELOCATE FIRE HYDRANT PER ENG. STD. 6310.2 INSTALL TRUNCATED DOMES (3' DEPTH TYP.) PER ENG. STD. 44403 REMOVE AND REPLACE AC OVER PCC PAVEMENT PER ENG. STD. 4110 & 6020.4 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE AND FOUNDATION.5 PROTECT (E) PAY STATION KIOSK6 CUT BACK TREE ROOTS AND INSTALL TREE WELL AND REINFORCED SIDEWALK PER ENG. STD. 8130. MODIFY TREE GRATE TO THE DIMENSIONS SHOWN.7 MISSION STYLE SIDEWALK PER ENG. STD. 4220.8 ADJUST UTILITY BOX TO FINISHED SURFACE9 PAINT RED CURB10 REMOVE EXISTING WOODEN ENCLOSURE AND INSTALL (N) STAINLESS STEEL UPS/SERVICE ENCLOSURE INCLUDING BASE FOUNDATION PER ENG. STD. 7510.TRANSFER EXISTING ELECTRICAL EQUIPMENT IN WOODEN ENCLOSURE INTO NEW ENCLOSURE. SEE SHEET C3.11 INSTALL MISSION STYLE CURB AND GUTTER PER ENG. STD. 4030 AND 4220.12 REMOVE EXISTING AND INSTALL NEW PULL BOX WITH "TRAFFIC SIGNAL" LID PER ENG. STD. 7520.13 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE REUSED.14 RESET BENCHMARK PER SECTION 5-1.26.15 LANDSCAPE AREA. BACKFILL WITH TOPSOIL PER SECTION 20-3.02C(2)16 REMOVE EXISTING AND INSTALL NEW CATCH BASIN PER ENG. STD. 3350.17 REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.18 PROTECT (E) TRAFFIC SIGNAL19 ADJUST STORM DRAIN MANHOLE PER ENG. STD. 6040.CONSTRUCTION NOTES:GENERAL NOTES1. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN AMANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN ANATTRACTIVE CONDITION. REFER TO CITY STANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONALREQUIREMENTS.2. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE PAINT CAN BE APPLIED.3. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.4. EXISTING ROADWAY STRIPING AND PAVEMENT MARKINGS REMOVED WITH RAMP CONSTRUCTION MUST BETEMPORARILY REPLACE WITH TRAFFIC RATED PAINT PER CALTRANS STANDARD SPECIFICATIONS.PERMANENT THERMOPLASTIC STRIPING PAVEMENT MARKINGS PER ROADWAY SEALING STRIPING PLANS.20 INSTALL CALTRANS STANDARD PUSH BUTTON ASSEMBLY POST, PER STD. PLAN ES-7A, WITH POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL21 NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.Page 486 of 984
194.03SCRIBED X192.86FD CITY BM 373192.45SDMH192.14GTR192.06FL192.84TC192.97SGN193.04SIG192.92TC EC192.96TC/FS192.94CROSS193.03CROSS AP193.11CROSS AP192.89CROSS193.06SIG PB193.06SIG PB193.1115X18IN MTL SD LID193.13BSW AP193.52WM193.45EM193.4018X22 UTIL BAB193.16GB193.10BSW192.08FL@INLET192.09FL@INLET192.20GTR DYLT192.10FL192.82FL193.11WV193.11WV193.13WV193.39SSMH193.28CROSS/CL193.29CL192.90AC193.09AC192.64AC192.91AC193.23CROSS193.52ARROW193.39PRK MRK193.36FH193.08SGN193.01TC BC192.78FL192.90GTR END192.17FL@INLET192.43FL@INLET192.60FL193.13TC192.71GTR192.67GTR192.48GTR192.56GTR192.76GTR192.55FL193.01TC193.03TC/FL193.03TC/FS192.96TC/FS193.37AC193.33AC193.55AC193.18UMW192.94GTR192.82FL193.35TC193.36TC192.73FL192.87GTR193.02AC193.05AC193.37AC193.23BSW193.41BSW@WLK193.33TREE POC193.65TREE POC193.16UMC193.65UMC193.89UMC194 09193.46UMC193.43UMG193.47UMG193.42UME193.42UME193.63MTR193.56MTR193.61TRASH193.70BSW@WLK193.47TC192.90FL193.03GTR193.78TREE POC193.65AC193.18GTR193.03FL193.56TC193.82BSW193.90BSW@WLK193.96BSW@WLK193.66TC193.15FL193.33GTR193.80AC194.02AC193.59AC193.28AC193.08GTR192.94FL193.49TC193.63PRK MRK193.81PRK MRK193.82MTR193.93UMCSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS
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SD12.6%0 .6 %0.5%1.8%0.9%0.9%5.7%193.29 FL/HP193.79 TC9(E) 8" PVC SEWER(E) TS CONDUIT30" PVC SEWER(E) 8" PVC SEWER(E) 20" DI WATER(E) GAS(E) TELEPHONE(E) SIGNAL CONDUIT(E) 20" DI WATER(E) GAS(E) TELEPHONE(E) ELECTRIC(E) 12" CI WATERNIPOMO STHIGUERA STSTA 1+00.00 (E) SDMHRIM = 192.47'STA 1+08.18REPLACE DI-1RIM = 192.98'STA 1+19.91RELPACE SDMH-1RIM = 193.13'STA 2+03.38REPLACE DI-2RIM = 193.73'(N) 46' - 12" PVC(N) 9' -
1
2"
P
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C (N) 10' - 12" PVC(N) 5' - 12" PVCREMOVE (E) SDUNDERDRAINREMOVE (E)CATCH BASIN161716(E) CATV(E) 4-4" TELE(E) 48" RCP SD(E) ELECTRIC(E) 12" CI WATERPROTECT (E) 12" RCP9YELLOWCURBPAINTGREEN CURB PAINT0.9%6.6%1.0%4.0'(N) 17' - 12" PVCSTA 1+40.39(N) SDMH-2RIM = 193.36'21STA 1+90.20(N) SDMH-3RIM = 193.77'211901951901950+90 1+00 1+25 1+50 1+75 2+00 2+06STA. 1+08.18REPLACE DI-1RIM = 192.98'12" IN 188.79' (SE)12" OUT 188.79' (W)STA. 1+19.91RELPACE SDMH-1RIM = 193.13'12" IN 189.04' (SE)12" OUT 189.04' (NW)STA. 2+03.38REPLACE DI-2RIM = 193.73'12" OUT 189.79' (SE)STA. 1+00.00 (E) SDMHRIM = 192.47'12" IN 188.62' (E)(N) 5' - 12" PVC (SDR 35), S = 2.13%BY OPEN TRENCHING AND REMOVE (E) 12" RCP(N) 9' - 12" PVC (SDR 35), S = 2.13%BY OPEN TRENCHING AND REMOVE (E) 12" RCP(N) 46' - 12" PVC (SDR 35), S = 0.50%BY OPEN TRENCHING(N) 10' - 12" PVC (SDR 35), S = 0.50%BY OPEN TRENCHINGTIE INTO (E) MANHOLE PER ENG. STD. 3540(E) CATV(N) 17' - 12" PVC (SDR 35), S = 2.13%BY OPEN TRENCHING AND REMOVE (E) 12" RCPSTA. 1+40.39(N) SDMH-2RIM = 193.36'12" IN 189.48' (SE)12" IN 189.48' (NE)12" OUT 189.48' (NW)STA. 1+90.20(N) SDMH-3RIM = 193.77'12" IN 189.73' (NW)12" OUT 189.73' (SW)(E) CATV(E) GAS(E) ELECTRIC(E) 6" WATER(E) CATV(E) GAS(E) ELECTRICCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHNCIVILNo. C 84733HAI-LONG Q. NGUY E N HORIZ 1" = 8'VERT 1" = 2'C7HIGUERA AND NIPOMOSTORMDRAIN IMPROVEMENTS8SCALE IN FEET09 PAINT RED CURB17 REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.CONSTRUCTION NOTES:16 REMOVE EXISTING AND INSTALL NEW CATCH BASIN PER ENG. STD. 3350.21 NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.Page 487 of 984
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Ø6P35.0'9.1'(1.3%)(1.3%)(1.3%)NIPOMO STHIGUERA STEEEEØ2Ø4Ø4PØ6P5(1.3%)(1.3%)CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONROADWAY SEALING 2022HNMGBNFEBRUARY 20221000560YHNALL CONDUITS ARE EXISITINGNO EXISTING CONDUCTORS ARE SHOWN, ONLYNEW CONDUCTORS SHOWN*ALL POLES AND ASSOCIATED EQUIPMENT ARE EXISTING UNSLESS NOTED (N)INSTALL CALTRANS STANDARD PUSH BUTTON ASSEMBLY POST, PER STD. PLAN ES-7A, WITHPOLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL.INSTALL POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL.INSTALL POLARA APS CONTROLLER SYSTEM OR APPROVED EQUALINSTALL 2" CONDUIT TO PUSH BUTTON ASSEMBLY POST AS SHOWNREMOVE AND REPLACE MISSION STYLE SIDEWALK PER CITY STD 4220 TO THE EXTENTS SHOWN ON PLAN.(APPROXIMATELY 70 SF)PROVIDE AND INSTALL PULL BOX WITH "TRAFFIC SIGNAL" LID PER CITY STD 7520.INSTALL (N) ELECTRICAL EQUIPMENT ENCLOSURE TYPE III-D INCLUDING BASE FOUNDATION PERCALTRANS STANDARD PLAN ES-2G AND TRANSFER EXISTING ELECTRICAL EQUIPMENT INWOODEN ENCLOSURE INTO NEW ENCLOSURE. REMOVE EXISTING WOODEN ENCLOSURE.CONSTRUCTION NOTES:GENERAL NOTES:1. CONTRACTOR SHALL "BRIDGE" SAW CUTTING AS NECESSARY TO AVOID HITTINGUTILITIES INCLUDING POTENTIALLY SHALLOW TRAFFIC SIGNAL CONDUIT.2. DETAIL OF BARRIER UNIT ON SHEET 53. ALL EXISTING FACILITIES TO BE PROTECTED IN PLACEPOLE AND EQUIPMENT SCHEDULE1A (10')PBAP (N)PBAP (N)1A (10')PBAP (N)1A (10')15(TS)PBAP (N)12'TypeNO.Sig M.A.Lum M.A.MastArmPoleTV-1-TTV-1-TTV-2-TSV-1-TSP-2-TSP-2-TSP-2-TSP-2-TPED SIGNALMTGPPBARROWLUMINAIRELEDR.S.N.SVEH SIG MTGSTANDARD94W422886641" = 8'C8HIGUERA AND NIPOMOSIGNAL MODIFICATION8SCALE IN FEET0Page 488 of 984
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Roadway Sealing 2022
Specification No. 10000560
February 2022
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Page 489 of 984
Roadway sealing 2022
Specification No. 1000560
Approval Date: March 15, 2022
Hai Nguyen
March xx, 2022
Brian Nelson
March xx, 2022
Page 490 of 984
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I
BID SUBMISSION ...................................................................................................................................... I
BID DOCUMENTS .................................................................................................................................... II
PROJECT INFORMATION........................................................................................................................ II
QUALIFICATIONS .................................................................................................................................... III
AWARD ..................................................................................................................................................... V
ACCOMMODATION .................................................................................................................................. V
BID FORMS .................................................................................................................... A
BID ITEM LIST FOR ROADWAY SEALING 2022, SPECIFICATION NO. 1000560 ................................ A
LIST OF SUBCONTRACTORS ................................................................................................................. E
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................... F
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .......................................................... F
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .................................................................. F
LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... F
NON-COLLUSION DECLARATION ......................................................................................................... H
BIDDER ACKNOWLEDGEMENTS ............................................................................................................ I
QUALIFICATIONS ..................................................................................................................................... J
ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. K
SPECIAL PROVISIONS .................................................................................................. 1
DIVISION I GENERAL PROVISIONS ....................................................................................................... 1
1 GENERAL ........................................................................................................................................... 1
2 BIDDING ............................................................................................................................................. 1
3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1
4 SCOPE OF WORK ............................................................................................................................. 2
6 CONTROL OF MATERIALS ............................................................................................................... 2
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 2
8 PROSECUTION AND PROGRESS ................................................................................................... 4
DIVISION II GENERAL CONSTRUCTION ............................................................................................... 5
13 WATER POLLUTION CONTROL ..................................................................................................... 5
15 EXISTING FACILITIES ..................................................................................................................... 5
DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 6
37 BITUMINOUS SEALS ....................................................................................................................... 6
39 ASPHALT CONCRETE .................................................................................................................... 7
DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 8
73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 8
77 LOCAL INFRASTRUCTURE ............................................................................................................ 9
Page 491 of 984
DIVISION IX TRAFFIC CONTROL DEVICES........................................................................................... 9
84 MARKINGS ....................................................................................................................................... 9
DIVISION XIII APPENDICES .................................................................................................................. 11
APPENDIX A - FORM OF AGREEMENT ....................................................................... 0
APPENDIX B – CALTRANS ENCROACHMENT PERMIT .............................................. 3
APPENDIX C – SCHOOL ZONES .................................................................................. 4
Page 492 of 984
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works
Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until
11:00 a.m. on April xx, 2022
at which time they will be publicly opened and read aloud. Public bid opening may be
accessed via Microsoft Teams video conference and conference call. In person
attendance will be permitted. Attendees are encouraged to wear face masks and practice
social distancing. Use the following link:
https://teams.microsoft.com/l/meetup-
join/19%3ameeting_MzY5NjIxZjEtN2E2Ny00NjQ0LWI5ODAtMzViYmIyNjVkZTAx%40th
read.v2/0?context=%7b%22Tid%22%3a%22a78b182d-94e4-4507-a9a9-
330dcb148164%22%2c%22Oid%22%3a%22a8add278-38fa-47c3-8727-
acd5a57b58ec%22%7d
or join by phone with this number: 1 (209) 645-4165 with Conference ID: 715 034 233#
Submit bid in a sealed envelope plainly marked:
Roadway Sealing 2022, Specification No. 1000560
Any bid received after the time and date specified will not be considered and will be
returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this
notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all
other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the
bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the
bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive
any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of
work to be done, as shown on the Bid Item List.
Page 493 of 984
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
Bids will only be accepted from bidders that are licensed in compliance with the provisions
of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a
responsible contractor whose bid complies with the requirements prescribed. If the
contract is awarded, the contract will be awarded within 60 calendar days after the
opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute
a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the
City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals
No printed copies are available for purchase at the City office.
Standard Specifications and Engineering Standards referenced in the Special Provisions
may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
You are responsible to obtain all issued addenda prior to bid opening. Addenda will be
available to download at the City’s website listed above or at the office of the City
Engineer.
Questions must be submitted through BidSync so that it is available to the public. Contact
the project manager, Hai Nguyen at 805-781-7108 or the Public Works Department at
(805) 781-7200 prior to bid opening to verify the number of addenda issued.
You are responsible to verify your contact information is correct on the plan holders list
located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals.
PROJECT INFORMATION
In general, the project consists of applying slurry seal, striping, pavement markings, and
signage to pavement areas 6, 7 & 9. Work ancillary to these maintenance and
Page 494 of 984
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
rehabilitation treatments includes, but is not limited to striping, signage, markings, and
traffic control.
The project estimated construction cost and contract time established for the project is a
follows:
BASE BID: 55 working days
ADDITIVE ALTERNATIVE “A”
$2,350,000
$250,000 15 working days
TOTAL PROJECT BID (BASE BID + ADD ALT. “A”): $2,600,000
The fixed liquidated damages amount is established at $500 per day for failure to
complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of
Industrial Relations has established prevailing hourly wage rates for each type of
workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
QUALIFICATIONS
You must possess a valid Class A or C-12 Contractor's License at the time of the bid
opening.
You and any subcontractors required to pay prevailing wage must be registered
with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor
Code.
You must have experience constructing projects similar to the work specified for this
project. Provide three similar reference projects completed as either the prime or
subcontractor. All referenced projects must have been completed within the last five years
from this project’s bid opening date.
One of the three referenced projects must have been completed under contract
with a city, county, state or federal government agency as the prime contractor.
All referenced projects must be for roadway maintenance by slurry sealing.
Failure to provide reference projects as specified in this section and as required on the
qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails
to provide a bid that complies with all bidding instructions.
Page 495 of 984
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
The City reserves the right to reject a responsive bid based on the non-responsibility of
the bidder if the Director of Public Works or Designee finds, after providing notice and a
hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project
in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the
requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive
bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or
may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding
the protest if submitted in compliance to the specified time limits. Anything submitted after
the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be
submitted within three days of the request, unless otherwise specified, and will notify the
protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City
Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will
make public records available upon request.
Page 496 of 984
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
AWARD
The lowest bidder will be determined in compliance with Public Contract Code
Section 20103.8(c) with the Publicly Disclosed Funding Amount of $2,600,000 using
either:
•TOTAL PROJECT BID, if bid for Base Bid + Add. Alt. “A” is less than
$2,600,000 or
•BASE BID, if Base Bid is less than $2,600,000 and Base Bid + Add. Alt. “A” is
greater than $2,600,000.
As a condition to executing a contract with the City, two bonds each equal to one hundred
percent of the total contract price are required in compliance with Section 3-1.05 of the
Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with
the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact
Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805)
781-7107. Requests should be made as early as possible in the bidding process to allow
time for accommodation.
Page 497 of 984
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these
forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid
forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR ROADWAY SEALING 2022, SPECIFICATION NO. 1000560
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
1 37 TYPE II SLURRY SEAL SQYD 416,374
2 37 PNEUMATIC TIRE ROLLER
COMPACTION LS 1 -----------------
3 13 STREET SWEEPING (1 DAY) LS 1 -----------------
4 13 STREET SWEEPING (14 DAYS) LS 1 -----------------
5 13 STREET SWEEPING (30 DAYS) LS 1 -----------------
6 84 DETAIL 1 LF 6,680
7 84 DETAIL 5 LF 250
8 84 DETAIL 22 LF 14,112
9 84 DETAIL 24 LF 5,691
10 84 DETAIL 27B LF 12,909
11 84 DETAIL 29 LF 285
12 84 DETAIL 32 LF 396
13 84 DETAIL 39A LF 963
14 84 6" WHITE LF 79
15 84 6" YELLOW LF 393
16 84 12" WHITE LF 7,541
17 84 12" YELLOW LF 1,336
18 84 24" WHITE LF 890
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Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
19 84 24" YELLOW LF 1,200
20 84 6" YELLOW W/ 2WAY RETRO-
REFLECTIVE MARKERS 4'OC LF 106
21 84 4” WHITE IN BULBOUT LF 4,879
22 84 6" WHITE IN BULBOUT LF 358
23 84 12" WHITE IN BULBOUT LF 853
24 84 WHITE FLEX POSTS EA 59
25 84 8” WHITE FLEX POSTS EA 23
26 84 BOT DOTS EA 64
27 73 PAVERS SQFT 982
28 84 BIKE BUFFER - DETAIL E
SHEET 59 LF 295
29 84 BIKE BUFFER - DETAIL F
SHEET 59 LF 6,052
30 84 WHITE PAVEMENT MARKING SQFT 13,409
31 84 YELLOW PAVEMENT
MARKING SQFT 652
32 84 GREEN PAINT SQFT 3,837
33 56 R1-1 SIGN EA 2
34 56 R1-5 SIGN EA 2
35 56 R3-7 SIGN EA 2
36 56 R3-8 SIGN EA 2
37 56 R4-4 SIGN EA 4
38 56 R6-4 SIGN EA 4
39 56 R6-5P SIGN EA 6
40 56 R10-15 SIGN EA 1
41 56 R99C SIGN EA 6
42 56 W3-1 SIGN EA 2
43 56 W4-4P SIGN EA 11
44 56 W17-1 SIGN EA 26
45 56 “WATCH FOR BICYCLES”
CUSTOM SIGN EA 6
46 56 “YIELD TO VEHICLES”
CUSTOM SIGN EA 3
47 56 R1-6A REMOVE AND
REINSTALL EA 9
48 56 14' PUNCH POST EA 37
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C
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
49 15
14' PUNCH POST W/
REFLECTIVE TAPE AND (2)
RETRO-REFLECTIVE FLAGS
EA 4
50 15 INSTALL SIGN ON SIGNAL
POLE EA 2
51 15 REMOVE SIGN EA 4
52 84 PARKING MARK "T" EA 98
53 84 PARKING MARK "L" EA 81
54 84 BLUE PARKING MARK "T" EA 5
55 84 BLUE PARKING MARK "L" EA 7
56 84 ELEPHANT FOOT MARKS @
16" LF 28
57 84 BLUE HYDRANT MARKERS
(STD7920) EA 368
58 15 EDGE GRIND LF 334
59 39 TYPE 1 SPEED BUMP EA 5
60 39 TYPE 2 SPEED BUMP EA 9
61 15 REMOVE SPEED BUMP EA 1
62 84 RED CURB LF 958
63 84 BLUE CURB LF 120
64 84 WHITE CURB LF 50
65 84 YELLOW CURB LF 182
66 84 GREY CURB LF 123
67 3 COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1 -----------------
68 12 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 -----------------
Base Bid $
69 7
TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1
70 77 POTHOLING LS 1
71 84
TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1
72 14
COMPLY WITH MITIGATION
MEASURES AND
ARCHAEOLOGICAL
MONITORING PLAN
LS 1
73 15
REMOVE EXISTING
STORMDRAIN STRUCTURES AND
PIPES
LS 1
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D
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
74 15
ADJUST STORMDRAIN
MANHOLE PER ENG. STD. 6040 EA 1
75 77 INSTALL 12" PVC STORMDRAIN LF 87
76 77
INSTALL NEW STORMDRAIN
MANHOLE EA 3
77 77
INSTALL NEW STORMDRAIN
CATCH BASINS EA 2
78 86
INSTALL PUSH ASSEMBLY POST
WITH PUSH BUTTON ASSEMBLY EA 4
79
86
INSTALL PUSH BUTTON
ASSEMBLY ON EXISTING TRAFFIC
SIGNAL
EA 4
80 86
INSTALL POLARA APS
CONTROLLER SYSTEM EA 1
81 86
INSTALL 2" CONDUIT TO NEW
PUSH ASSEMBLY POST AND
SURFACE RESTORATION
LS 1
82 86
INSTALL NEW TRAFFIC SIGNAL
PULL BOX EA 4
83 73
N CURB RAMP: HIGUERA AND
NIPOMO LS 1
84 73
E CURB RAMP: HIGUERA AND
NIPOMO LS 1
Additive Alternative A $
Total Project Bid = (Base Bid + Additive Alternative A) $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required
work.
* Bid item exempt from Section 9-1.06 of the Standard Specifications. The unit price will not be adjusted regardless of
the final bid item quantity.
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LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the
standard specifications, the Bidder is required to furnish the following information for each
Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list
alternative subcontractors for the same work. Subcontracting must not total more than
fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard
specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars
($10,000) worth of work need not be mentioned. Subcontractors required to pay
prevailing wage, must be registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
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F
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the
bidder hereby declares under penalty of perjury under the laws of the State of California
that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not
____ been convicted within the preceding three years of any offenses referred to in that
section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in
violation of any state or federal antitrust law in connection with the bidding upon, award
of, or performance of, any public works contract, as defined in Public Contract Code
Section 1101, with any public entity, as defined in Public Contract Code Section 1100,
including the Regents of the University of California or the Trustees of the California State
University. The term "bidder" is understood to include any partner, member, officer,
director, responsible managing officer, or responsible managing employee thereof, as
referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank
spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature
portion constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under
penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a
proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented
from bidding on, or completing a federal, state, or local government project because of a
violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal
court has been issued against you within the immediately preceding two-year period
because of your failure to comply with an order of a federal court which orders you to comply
with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back
wages or related damages, interest, fines, or penalties pursuant to any final judgment,
order, or determination by a court or any federal, state, or local administrative agency,
including a confirmed arbitration award. Any judgment, order, or determination that is
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G
under appeal is excluded, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state
law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on
the signature portion constitute signature of this Statement and Questionnaire. Bidders are
cautioned that making a false certification may subject the certifier to criminal prosecution.
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H
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or
corporation; that the bid is genuine and not collusive or sham; that the bidder has not
directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and
has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone refrained from bidding; that 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, or to secure
any advantage against the public body awarding the contract of anyone interested in the
proposed contract; that all statements contained in the bid are true; and, further, that 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, or paid, and will not
pay, any fee to any corporation, partnership, company association, organization, bid
depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
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BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained
in all contract documents, including the notice to bidders, plans, specifications, special provisions, and
addendum number(s) . (Note: You are responsible to verify the number of
addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary
bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a
mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his
bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration
Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be
considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation
List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
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QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this
project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional
information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
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ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and
_______________________________________________________, AS SURETY, are held and firmly
bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to
said City or its certain attorney, its successors and assigns; 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 certain bid of the above
bounden ______________________________________________________________________
to construct ___________________________________________________________________
(insert name of street and limits to be improved or project)
dated _____________________ is accepted by the City of San Luis Obispo, and if the above
bounden _______________________________________________________, his heirs, executors,
administrators, successors, and assigns shall duly enter into and execute a contract for such construction and
shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or
legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the
said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
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SPECIAL PROVISIONS
1
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of
the Standard Specifications. Each special provision begins with a revision clause that
describes or introduces a revision to the Standard Specifications. Any paragraph added
or deleted by a revision clause does not change the paragraph number of the Standard
Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of
Public Works:
1. Roadway Sealing 2022 Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards –
2020 edition
3. State of California, Department of Transportation Standard Specifications and
Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
2 BIDDING
Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL,
General with:
Furnish bid using blank forms provided in the Special Provisions. Bid must include all
forms and must be signed by the bidder.
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Caltrans Encroachment Permit
3-1.18B Caltrans Encroachment Permit
Compliance with Caltrans Encroachment permit and traffic control shall conform to the
provisions of Section 12 “Temporary Traffic Control”, of the Standard Specifications and
these Special Provisions.
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2
Measurement and Payment
The lump sum contract price paid to comply with Caltrans Encroachment Permit shall
include full compensation for furnishing all labor, materials, tools equipment, personnel,
and for doing all the work involved to comply with all Caltrans encroachment permit
requirements. The contract price shall also include the application fee of $820.00 for
obtaining a double permit for Encroachment Permit 0520 NTK 0263. See Appendix B for
additional information.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 3, 6, 7, 8, 12, 15, 37, 39, 56, 73, 77, 84, and 86
for general, material, construction, and payment specifics. Refer to these Special
Provisions for modifications to the above Sections.
Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage:
Maintain Revenue Enhancement Funding signage in work area. Return Revenue
Enhancement Funding signs at the end of the project or upon the Engineer’s request.
6 CONTROL OF MATERIALS
Add to Section 6-2.03 DEPARTMENT ACCEPTANCE:
The Engineer will furnish Sales Tax signs mounted to moveable barricades. Maintain
Sales Tax signage in work area. Return Sales Tax signs at the end of the project or upon
the Engineer’s request.
The Engineer will furnish one (1) GREEN WAY SYMBOL stencil as detailed in Sheet 59
of the project plans. Contractor can obtain additional stencil(s) at its own discretion and
must be approved by the Engineer prior to use for this project.
Sales Tax signs are stored at the City’s Corporation Yard on Prado Road. The contractor
is responsible to load and transport from City Corporation yard to job site.
Water to be used in the slurry seal emulsion must be potable water.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan
Unless stated otherwise below, work hours are 7:00 a.m. to 4:00 p.m. (Monday through
Friday) at all the affected streets.
Unless otherwise approved by Caltrans and the Engineer, work within Caltrans Right of
Way must be performed between the hours of 9:00 a.m. to 3:00 p.m (Monday through
Thursday) and 9:00 a.m. to 2:00 p.m. Friday.
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SCHOOL ZONES
All work within school zones (Appendix C) must be completed as the first order of work.
The Contractor must prioritize work in school zones to finish the work before the start of
the school year on August 18th, 2022.
If these streets within school zones are not completed before school is back in session
on August 18th, 2022, these streets will not be allowed full closure. The Contractor will be
responsible to provide flaggers and maintain traffic for student drop off and pick up.
When school is in session, work hours within school zones are limited to 9:00 a.m. to 2:00
p.m. (Tuesday through Friday) and 9:30 a.m. to 2:00 p.m. on Mondays.
AREA 9
Unless stated otherwise below, all work within Area 9 must be completed at night between
the hours of 10:00 PM to 8:00 AM (Sunday through Thursday). One lane of travel must
be retained at all times.
Slurry sealing and striping within Area 9 must start after September 1st, 2022, between
normal working hours of 7:00 a.m. to 4:00 p.m. (Monday through Friday). Two lanes of
traffic must be retained at all times on Marsh and Higuera. One lane of travel must be
retained on all other streets.
No work involving heavy equipment (i.e. loud machinery) within Area 9 during the 11:00
a.m. to 1:00 p.m. lunch period.
CHANGEABLE MESSAGE SIGNS
Contractor shall provide Changeable Message Signs (CMS) for the following locations:
One CMS for any US 101 off ramp closure. See Appendix B – Caltrans Encroachment
Permit for additional details and requirements.
Additionally, two (2) changeable message signs (CMS) must be installed and
operational 1 week prior to the start of construction and be maintained throughout the
duration of the project at locations approved by the Engineer upon review of the
submitted Traffic Control Plan. Changeable message sign shall be programmed for two
flashes with the messages to be approved by the Engineer.
NIGHT WORK
Night work is permitted separately. Night work shall comply with the restrictions set forth
in the permit by the City of San Luis Obispo Community Development.
Night work is defined as work between the hours of 7:00 P.M. and 7:00 A.M.
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4
Prior to commencing the project, the contractor must notify businesses and residences
within 300 feet of the worksite about proposed night work.
Any portable or fixed equipment that produces noise (such as generators, concrete saws,
jack hammers, etc.) must be equipped with sound blankets, temporary sound barriers, or
other attenuating devices so as to limit impacts to adjoining properties.
When not in use, equipment must be kept in its lowest (quietest) idling state or switched
off to limit noise impacts.
Any portable lighting must be shielded and/or directed away from adjacent properties.
Loudspeakers or other similar forms of communication is prohibited.
Contractor will provide lighting for all operations, no exceptions are to be made. Any
contractor personnel working outside the lights will be directed to return to a lighted area
or the operation must be stopped.
All contractor work vehicles, including heavy equipment, backhoes, trenching machines
must have two working headlights and taillights. Vehicles without appropriate lighting will
be kept from working until they are brought to compliance.
Illumination level of 10-foot candles is required for all nighttime operations, which will
normally be achieved with light plants or balloon lights. All lighting fixtures must be
mounted and directed in manner precluding glare to approaching traffic.
Provide traffic control plan and traffic control application at or before the preconstruction
meeting. Traffic control plan must be drawn to scale. Traffic control application may be
obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.
Permittee is responsible to comply with all conditions of the traffic control plan. Complete
work using due diligence to restore free flowing of traffic.
8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work. A one week look ahead schedule shall be
provided to the Engineer before commencing the following week’s work. This requirement
shall be completed in order to continue construction work.
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5
DIVISION II GENERAL CONSTRUCTION
13 WATER POLLUTION CONTROL
Add to Section 13-7.02 Street Sweeping
13-7.02C Construction
Street sweeping shall be performed 24 hours and 30 days after application of Type II
slurry seal. The Contractor must post streets for no parking in advance and during the 24
hour and 30 day street sweeping. The Contractor must submit a street sweeping schedule
for approval by the Engineer. Street sweeping must be done in a manner that street
parking is available within 600 ft from affected addresses, unless approved by the
Engineer.
13-7.02D Payment
The lump sum item price for Street Sweeping shall include full compensation for
furnishing all labor, materials, tools, equipment, personnel, “No Parking” notices, door
hangers, and incidentals, and for doing all the work involved with Street Sweeping and
no additional compensation therefor.
15 EXISTING FACILITIES
Add to Section 15-2.02B Remove Pavement (AC Patch Repair)
The outline of the area to be removed must be cut on a neat line with a power driven
diamond saw to a minimum depth of 4 inches before removing all existing asphalt. As an
alternate, the Contractor may use a grinding device such as a “zipper” to remove the AC
patch area. All areas of removal must be cut as marked in the field and must be uniform
in pattern (square, rectangle).
Paving is not to be done without the inspection of the Engineer.
A mechanical tamp is to be used for compacting the base or subgrade and bottom lifts of
the AC. A roller is to be used for the top lift of AC. Vibrating Plates are not allowed.
Any PCC to be used for pavement must be Class 1 mix per Engineering Standard 6040
General Note B to allow same day AC pave out and immediate traffic use. At each location
of roadway repair activity, removal and replacement of existing pavement materials are
to be performed on the same working day.
Additional AC path repair areas and extents may be identified by the Engineer. Pavement
repair locations must be field verified by the Engineer before the start of work. Pavement
restoration must comply with section 19 and 77.
Add Section 15-2.02 Obliterate Roads, Detours, and Surfacing
Micro-milling must be utilized for bike lane and at existing curb ramps edge grinds
located in slurry pavement treatment. Edge grinding at curb ramps must extend 5 feet,
measured perpendicularly beyond the curb ramp landing in both directions. Micro-milling
machines shall:
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6
Be equipped with a micro-milling drum with tungsten-carbide-tipped cutting teeth spaced
no greater than ¼ inch apart on center. The configuration of the teeth shall be such that
the deviation in elevation between any 2 teeth does not exceed 1/16 inch.
Be capable of removing asphalt concrete pavement to a tolerance of +/- 1/8 inch.
Be equipped with an automatic grade control system operating in “profile” mode.
Micro-milling shall result in a grid-patterned textured pavement surface with longitudinal
ridges approximately the same distance apart as the cutting teeth. The ridges shall be
consistent in depth, width, and profile. The distance between the top of the ridge and the
adjacent valleys shall not exceed 1/8 inch.
Add Section 15-2.02B Payment
The linear feet price for Edge Grinds shall include full compensation for furnishing all
labor, materials, tools, equipment, personnel, and incidentals, and for doing all the work
involved with bike lane and at existing curb ramp edge grinds and no additional
compensation therefor.
Add to Section 15-2.02C(1) Remove Traffic Stripes and Pavement Markings
After existing traffic stripes and pavement markings have been removed, temporary
striping tabs must be installed and remain in place until slurry operations have begun.
DIVISION V SURFACINGS AND PAVEMENTS
37 BITUMINOUS SEALS
Add to Section 37-3.02A General
Slurry seal must be Type II. Use Polymer Modified Asphaltic Emulsion with 2% latex
additive.
Add to Section 37-3.03A General
Not all frames, covers, grates, or manholes are shown on the Plans. The Contractor is
responsible for examining the site of work. A submission of a bid is conclusive evidence
that the bidder has investigated the local conditions to be encountered.
Add to Section 37-3.03(D)(2)(a) General
Locations of bike lane edge grind are shown on the plans.
Payment shall be as described in Section 15-2.02B.
Replace Section 37-3.03D(4)(a)(i) General
Roll all seal material with a pneumatic tire roller, a minimum of three coverages, prior to
allowing traffic on the surfaced roads. After placement of seal material surfaced roads
must be opened to traffic no later than 3 hours after the seal material has been placed
and no later than 4:00 p.m. in the evening. Quantities of seal placed daily must be
adjusted to accommodate road-opening schedule.
For Madonna Inn Pathway, roll all seal materials with a pneumatic tire roller, a minimum
of 4 coverages, prior to opening it to the public.
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7
A coverage must consist of the number of passes a roller needs to cover the width. A
pass must be 1 roller movement parallel to the slurry seal application in either direction.
Overlapping passes are part of the coverage being made and are not part of a subsequent
coverage. Do not start a coverage until completing the previous coverage.
Add to Section 37-3.03D(4)(b) Slurry Seal
Thru-traffic lanes must be spread in full lane widths only. Slurry seal must be spread at a
rate within the ranges shown in the following table for punds of dry aggregate per square
yard:
Slurry Seal Type Location Spread Rate
Type II1 Full Lane Width 14+/-1
Notes:
1. For slurry seal over asphalt concrete pavement.
During slurry seal operations, You are responsible for:
1. Verifying that the slurry seal emulsion being used will allow for rolling within the
specified time frame.
2. Adjusting the mixture for changes in weather conditions, as appropriate.
3. Sweeping the surface approximately 24 hours, 14 days, and 30 days after
placement and as directed by the Engineer. See section 13-7.02 Street Sweeping.
4. Sweeping in such a manner as to remove loosened or shed aggregate particles
without damaging the new surface.
39 ASPHALT CONCRETE
Add to Section 39-1.0A Summary
Contractor must phase milling and pavement operations such that public traffic is not
directed to traverse milled surfaces, including remaining asphalt or base material.
Contractor must submit phasing plan for review and approval.
Add to Section 39-1.02B MATERIALS, Tack Coat
All vertical edges to be paved against shall be tack coated. These include, but are not
limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete
edges.
Add to Section 39-6 Payment
The contract price paid per square foot of AC patch repairs shall include full compensation
for all labor, materials (including hot mix asphalt), tools, equipment and incidentals for
completing AC path repairs to the length, depth, and width shown on the plans. Work
includes, but is not limited to, saw-cutting, grinding, removal and disposal of existing
pavement, compaction of underlaying materials, tack coat, and placement and
compaction of asphalt.
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8
DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.03 Construction
You must meet with the Engineer for an average of 1.5 hours total per ramp to complete
the following coordination tasks:
1. Before saw-cutting to agree on the limits of demolition and removal.
2. After formwork is set, to verify that grades meet those stated on the Plans.
3. Upon completion of new curb ramp installation to verify finished grades.
Curb ramps have been designed to comply with the current Caltrans Standard Plan detail
RSP A88A and City Std. 4440. Field modifications to the design plans, if approved by the
Engineer, must meet the dimensional and slope requirements of Standard Plan RSP
A88A. When measuring the ADA facility’s dimensions and slopes, consider the required
dimension or slope to have been met if the recorded individual measurements comply
with the following:
• Dimensional measurement does not exceed ½-inch from the dimension shown,
i.e. ½-inch less than a minimum dimension, or ½-inch greater than a maximum dimension.
• Slope measurement does not exceed 0.2 percent from the slope shown.
You must give the City a 24-hour notice for inspection of formwork before pouring the
concrete.
You must calibrate all levels used in construction at the beginning of each work day.
You must ensure that new ramp flowlines do not create any "ponding" areas.
You cannot saw-cut and demolish more than 2 corners at any given intersection in order
to allow pedestrian travel.
Curb ramp spandrel design may vary from Engineering Standards, as directed by the
Engineer, in order to accommodate ramp landing.
You are responsible for storing existing signs and boxes for reuse.
Add to Section 73-1.04 Payment
As shown on the bid item list, each new curb ramp will be paid in lump sum for all work
shown on the plans for the individual corner, unless included in a separate bid item on
the bid item list. The lump sum price includes all work shown on the Plans, as specified
in the Standard Specifications and these Special Provisions. It also includes work for:
1. public notices
2. layout
3. elevation control
4. saw-cutting
5. demolition
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9
6. removal and disposal of demolished material
7. formwork
8. installation of ramps, sidewalk, curb and gutter.
9. furnishing and installation of new signs, post and sleeves
10. Backfill with topsoil in landscape area
11. adjustment and relocation of existing fire hydrant
12. curb painting
13. temporary cold mix
14. adjustment of existing utility boxes, vaults, etc.
15. tree protection and tree well installation
16. protection of existing utilities and restoration of existing improvements
17. protection and restoration of existing benchmarks
18. cleanup
Payment for varying widths of “paveouts” per plans required by City Standards are
included in the applicable curb ramp replacement lump sum price.
Add to Section 73-4.03 TEXTURED CONCRETE AND COLORED CONCRETE
SURFACES, CONSTRUCTION;
Do not apply salt finish texture to concrete curb ramps spandrels and cross gutters. A
broom finish shall be applied at these locations.
77 LOCAL INFRASTRUCTURE
Add to Section 77-1.01 EXCAVATION AND RESTORATION, GENERAL;
Protection and restoration of survey monuments and benchmarks must comply with
Section 5-1.26 and 5-1.36.
DIVISION IX TRAFFIC CONTROL DEVICES
84 MARKINGS
Add to Section 84-2.01A Summary,
Traffic Striping to be applied shall be per Caltrans Revised Standard Plans 2015.
Contractor shall install temporary reflective tape to crosswalks near schools and for
markings in speed bumps prior to opening to traffic.
New crosswalk markings shall not be installed until all crosswalk warning signage and
flashing beacon systems (if applicable) are installed and operational. Otherwise,
temporary signage must be installed to convey “CROSSWALK CLOSED” to the
satisfaction of the engineer.
Add to Section 84-2.03C Application of Stripes and Markings:
All striping requiring pavement markers (i.e. Detail 9, Detail 37B, etc.) on one-way streets
shall be Type C RED-CLEAR RETROREFLECTIVE per Caltrans Revised Standard Plans
2015.
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10
Add to Section 84-2.04 Payment
Bike lane buffer is measured along the linear foot and accounts for all striping and cross
hatching regardless of width of buffer.
Green bike lane coating is measured by the square foot for the area applied.
Preformed thermoplastic will be not be allowed.
Add Section 84-6 BIKE LANE MARKINGS
84-6.01 Bike Lane Coating:
A durable epoxy modified, acrylic, water bourn coating specifically designed for
application on asphalt pavements, such as COLOR-SAFE® MMA, or approved equal*
shall be installed by manufacturer certified installer per manufacturer’s specifications and
as shown on the plans.
Bike lane coating shall conform to the following Federal Highway Administration (FHWA)
requirements for green painted bike lanes.
A. The daytime chromaticity coordinates for the color used for green colored pavement
shall be as follows:
1 2 3 4
X Y X Y X Y X Y
.230 .754 .266 .500 .367 .500 .444 .555
The daytime luminance factor (y) shall be at least 7, but no more than 35.
B. The nighttime chromaticity coordinates for the color used for green colored pavement
shall be as follows:
1 2 3 4
X Y X Y X Y X Y
.230 .754 .336 .540 .450 .500 .479 .520
Prior to installation the contractor shall submit a color sample and manufacturer
specifications indicating compliance with the FHWA requirements as indicated above.
*Green Paint previously approved for City administered projects include: Ride-A-Way
acrylic coating and Color-Safe methyl methacrylate. City shall receive submittals of green
paint and approve prior to application.
Prior to installation of green bike lane coating, contractor is responsible for noticing
adjacent properties to provide advance warning of planned work and potential odors
during installation and while the coating cures.
84-6.04 PAYMENT
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11
Payment must comply with section 84-2.04.
DIVISION XIII APPENDICES
Add 100-1.01
Appendix A: Form of Agreement
Appendix B: Caltrans Encroachment Permit
Appendix C: School Zones
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APPENDIX
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APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis
Obispo, a municipal corporation and charter city, San Luis Obispo County, California
(hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be
performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and
said work performed and completed under the direction and supervision and subject to the
approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration
for the faithful performance of this Contract, subject to any additions or deductions as
provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1.
2.
3.
BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions
embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work
which the Contractor may be required to do, or respecting the size of any payment to the
Contractor, during the performance of this Contract, said dispute shall be decided by the
Owner and its decision shall be final, and conclusive.
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APPENDIX
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1
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10. Labor Code Section 1725.5 Statements
11. Bidder Acknowledgements
12. Qualifications
13. Non-collusion Declaration
14. Agreement and Bonds
15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal
counsel approved by City, and hold harmless City, its officers, officials, employees and
volunteers from and against all liability, loss, damage, expense, cost (including without
limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation) of every nature arising out of or in connection with the Contractor’s negligence,
recklessness or willful misconduct in the performance of work hereunder or its failure to
comply with any of its obligations contained in this Agreement, except such loss or damage
which is caused by the sole or active negligence or willful misconduct of the City. Should
conflict of interest principles preclude a single legal counsel from representing both the City
and the Contractor, or should the City otherwise find the Contractor’s legal counsel
unacceptable, then the Contractor shall reimburse the City its costs of defense, including
without limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation. The Contractor shall promptly pay any final judgment rendered against the City
(and its officers, officials, employees and volunteers) with respect to claims determined by
a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful
performance. It is expressly understood and agreed that the foregoing provisions are
intended to be as broad and inclusive as is permitted by the law of the State of California
and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim,
charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment,
civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the
Contractor shall not be required to indemnify and hold harmless the City for liability
attributable to the active negligence of City, provided such active negligence is determined
by agreement between the parties or by the findings of a court of competent jurisdiction. In
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APPENDIX
APPENDIX
2
instances where the City is shown to have been actively negligent and where the City’s
active negligence accounts for only a percentage of the liability involved, the obligation of
the Contractor will be for that entire portion or percentage of liability not attributable to the
active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid of said Contractor,
then this instrument shall control and nothing herein shall be considered as an acceptance
of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________
By:________________________________
J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
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APPENDIX
APPENDIX
3
APPENDIX B – CALTRANS ENCROACHMENT PERMIT
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STATE OF CALIFORNIA• DEPARTMENT OF TRANSPORTATION ST AN OARD ENCROACHMENT PERMIT APPLICATION ·,.. , -....... ! � .,h_,.,.,f;\1F;:r: TR-0100 (REV 1212018) TRACKING NO.
Complete fil fields, write "NIA" if not applicable. Type or print clearly. DIST/CO/RTE/PM This application is not complete until all requirements have been approved.
Permission is requested to encroach on the State Highway right-of-way as follows: SIMPLEX STAMP 1. COUNTY 2.ROUTE 13. POST MILE San Luis Obispo IOI &Hwy I 28.1/29.0&16.5-17.5 4.ADDRESS OR STREET NAME 5.CITY Highway I, 202A On/Off Ramps San Luis Obispo 6. CROSS STREET (Distance and direction from project site) DATE OF SIMPLEX STAMP Boysen, Oak and Montalban. Higuera/Marsh intersection and Madonna Inn Pathway 7.WORK TO BE PERFORMED BY 8. IS THIS APPLICATION FOR THE CONTRACTOR'S (DOUBLE) PERMIT?
0 APPLICANT � CONTRACTOR �NO D YES. If "YES", provide the Parent Permit Number 9. ESTIMATE START DATE 10. ESTIMATED COMPLETION DATE 711/2022 12/31/2022 11. ESTIMATED NUMBER OF WORKING DAYS WITHIN STATE HIGHWAY RIGHT-OF-WAY0 12.ESTIMATED CONSTRUCTION COSTS WITHIN STATE HIGHWAY RIGHT-OF-WAY 013. HAS THE PROJECT BEEN REVIEWED BY ANOTHER CAL TRANS BRANCH? � NO O YES. If "YES", which branch? 14. FUNDING SOURCE(S) 0 FEDERAL O STATE � LOCAL 0 PRIVATE O SB 1 (ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017)
Page 1 of4
:f1'!'!"'�<::�-
15. CAL TRANS PROJECT CODE (ID)16. APPLICANT'S REFERENCE I UTILITY WORK ORDER NUMBER100056017.DESCRIBE WORK TO BE DONE WITHIN STATE HIGHWAY RIGHT-OF-WAY (in 20 lines or less) Attach 6 complete sets of plans (folded to 8.5" x 11") and any applicable specifications, calculations, maps, traffic control plans, etc.
The scope of work within the State PJW is traffic control heading into the work zone. Traffic control signs will be needed to be installed in the State's PJW to warn motorists of construction ahead along Santa Rosa (Highway I) at Boysen, Oak and Montalban. Traffic control is also needed at US IO I 202A (Marsh St) for sealing at Madonna Inn Pathway and at the intersection of Higuera & Marsh.
The City is performing annual slurry sealing (Type Il) and striping. No sealing and striping work will be completed within the State PJW.
18 (a). PORTION OF STATE HIGHWAY RIGHT-OF-WAY WHERE WORK IS BEING PROPOSED (check all that apply) D Traffic lane D Shoulder O Sidewalk D Median � At or near an intersection D Mobile work
D Outside of the shoulder, feet from edge of pavement D Other ---------------------
18 (b). PROPOSED TRAFFIC CONTROL PLANS AND METHOD D No traffic control needed O State Standard Plans (T-Sheets) # ------------------------
0 Project specific Traffic Control Plans included �To be submitted by contractor
ADA Notice For individuals with sensory disabilities, this document is available In alternate formats. For alternate format Information, contact the Forms Management Unit at (916) 44 5-1233, TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.Copyright 2018 California Department of Transportation. All rights reserved.
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APPENDIX C – SCHOOL ZONES
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12543AREA 6AREA 7LEGENDSTREETS WITHIN SCHOOL ZONESAREA 9 DOWNTOWN BOUNDARY -SEALING TO BEGIN ON SEPTEMBER1ST, 2022AREA 6 & 7 BOUNDARIES0SCALE IN FEET1500NROADWAY SEALING 2022SCHOOL ZONES1 OF 1LIST OF SCHOOLS1LAGUNA MIDDLE SCHOOL2C.L. SMITH ELEMENTARY3BISHOP'S PEAK ELEMENTARY SCHOOL4PACHECO ELEMENTARY SCHOOL5MISSION COLLEGE PREPARATORY CATHOLIC HIGH SCHOOLPage 529 of 984
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