HomeMy WebLinkAboutItem 6i. Authorization to advertise Roadway Sealing 2024 Project (Spec. 2000615) Item 6i
Department: Public Works
Cost Center: 5006
For Agenda of: 5/21/2024
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Nathan Garcia Nava, Engineer I
SUBJECT: AUTHORIZATION TO ADVERTISE ROADWAY SEALING 2024
PROJECT, SPECIFICATION NO. 2000615
RECOMMENDATION
1. Approve the project plans and special provisions for the Roadway Sealing 2024,
Specification Number 2000615; 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 $5,400,000; and
4. Approve the transfer of $5,131,008 from the Streets Reconstruction and
Resurfacing account (2001001) to the project account (2000615); and
5. Approve the transfer of $130,000 from the Parking Lots Maintenance account
(2000031-08.01) to the project account (2000615); and
6. Approve the transfer of $40,000 from the Parking Lots Maintenance account
(2000031-08.04) to the project account (2000615); and
7. Approve the transfer of $50,000 from the Parking Lots Maintenance account
(2000031-08.05) to the project account (2000615); and
8. Approve the transfer of $130,775 from the Pedestrian and Bicycle Pathway
account (2000032-00) to the project account (2000615); and
9. Approve the transfer of $200,000 from the Active Transportation Plan
Implementation account (200608) to the project account (2000615); and
10. Appropriate $1,060,000 in LRM funds pending approval of the 2024 -2025
Supplemental Budget CIP True-up to the project account (2000615); and
11. Authorize the City Engineer to approve Contract Change Orders up to available
project budget and up to any amended budget subsequently approved by the City
Manager up to $200,000.
REPORT -IN-BRIEF
Following the City of San Luis Obispo's (City) Pavement Management Plan (PMP), staff
recommends advertisement of a slurry sealing project to provide maintenance and
striping improvements to the streets shown in Attachment A. Also included in this bid
package are maintenance and striping plans for the Johnson Park Parking Lot, Mitchell
Park Parking Lot, Damon Garcia Park Parking Lot, and the Railroad Safety Trail along
California Blvd.
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Item 6i
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 street improvements as part of these larger
roadway maintenance efforts. The Roadway Sealing 2024 project (Project) will implement
several street modifications from the recently adopted Active Transportation Plan to
improve safety and mobility for all road users. These strategies include design elements
intended to improve pedestrian crossing safety, increase separation between bicyclists
and motor vehicle traffic, and measures to calm traffic and reduce speeds on certain
streets.
This Project will be funded in Fiscal Year 2024 -25. Allocated funds per the
recommendations of this staff report are estimated to be sufficient for this project. The
Project will be advertised during the summer and construction is slated to begin in the
early fall
POLICY CONTEXT
On May 17, 2022, Council approved a Purchasing Policy Update to the Financial
Management Manual that required Council approval for Public Projects that cost over
$200,000.
Implementation of the project aligns directly with several City plans, policies and goals,
including the application of various elements identified in the City’s Active Transportation
Plan aimed at promoting walking and cycling infrastructure, as well as safety
improvements identified in the City’s Traffic Safety Report, such as modifications to the
Grand Avenue/Loomis intersection. Additionally, the project contributes to the City's ma jor
goals of Climate Action, Open Space, and Sustainable Transportation. The project also
supports the ongoing maintenance of City streets as outlined in the Pavement
Management Plan, ensuring safe and efficient mobility for residents while reducing the
environmental impact of transportation systems.
DISCUSSION
Background
The Roadway Sealing 2024 (Project) is part of the Pavement Management Plan (PMP)
that is an ongoing effort to provide ongoing and routine maintenance of City roadways for
increased roadway life. The City’s PMP, adopted in 1998, established nine pavement
maintenance zones within the City, and a plan in which each of these areas received
maintenance on an eight-year rotation. In 2009, City Council approved a modified PMP
that provided priority for arterial streets while maintaining the eight-year rotation for
maintenance work on local streets. 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 biennially to maintain the current 143 miles of roadways in the City.
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Item 6i
Roadway Sealing 2024
The Project will focus on sealing local streets in pavement management areas 8 an d 1.
Apart from those pavement areas, the Project also includes pavement maintenance and
striping on Johnson Avenue, Broad Street, and several parking lots, including the Damon
Garcia Parking lot, Johnson Park Parking lot, and Mitchell Park Parking lot. The 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 includes street sealing in Area 8 and
1, Johnson Avenue improvements and the sealing of the three parking lots included in
the Project. The Project’s Additive Alternative A includes work on Grand Avenue , as
described further below.
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 $5,400,000 in
compliance with Public Contract Code Section 20103.8(c). If the lowest responsive total
bid is in excess of the Publicly Disclosed Funding Amount but the base bid is within the
funding amount, then the base bid will be recommended for award without the additive
alternative. If the total bid is in excess of the Publicly Disclosed Funding Amount, another
option would be to return to Council to award both the Base Bid and Bid Alternative with
an additional funding request.
Active Transportation Elements
In developing the Project plans (Attachment B) and special provisions (Attachment C),
staff identified several improvements recommended in the City’s Active Transportation
Plan (ATP) and Traffic Safety Report (TSR) that could be included in the Project, as
funding resources allow. These active transportation and safety improvements are
discussed in further detail below.
Grand Avenue
Complete street improvements are proposed for Grand Avenue to improve active
transportation facilities and safety for all road users as a pilot program that will be made
permanent at a future time. These improvements are part of a Tier 2 1project identified in
the ATP. The most prominent modification proposed for Grand Avenue is a five -lane to
three-lane road diet between Monterey Street and just south of Slack Street. A road diet,
which includes the narrowing or removal of auto lanes along a roadway where excess
width or capacity exists, is a U.S. Department of Transportation proven safety
countermeasure and consistently demonstrates effectiveness in reducing illegal
speeding, crash frequency, and crash severity. The City has implemented several
successful road diets on other streets, such as South Street and Laurel Lane, where traffic
demand did not require the excess lane capacity that was previously provided. Similar to
what was implemented on Johnson Avenue in 2023, improvements will be installed on
Grand Avenue as a quick-build pilot project, with paint striping and temporary materials
only (i.e., flex posts, rubber bumps, and traffic paint). No permanent thermoplastic
striping, slurry seal, or concrete work are included.
1 A tier Two Project is identified as a
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Item 6i
In addition to the road diet, other active transportation and safety elements proposed for
Grand Avenue include:
1. Installation of protected bike lanes where on-street parking does not currently exist
using quick-build materials, such as flex posts and Zicla Zebras (rubber lane
separators). This is generally limited to southbound Grand between Slack Street
and US 101 where no on-street parking exists.
2. Addition of striped buffers on both sides of bike lanes where on -street parking
exists.
3. Installation of bike lane crossing enhancements at intersections, including green
conflict markings, additional warning signage, and setback corners where feasible.
4. Restriction of turning maneuvers (westbound through and left -turn) at the Grand
Avenue/Loomis Street intersection to address ongoing broadside collision trends
identified in the Traffic Safety Report.
5. Installation of an enhanced pedestrian/bicycle crossing at McCollum Street with
high-visibility crosswalks and Rectangular Rapid Flashing Beacons (RRFBs) to
improve crossing opportunities and access to existing SLO Transit stops.
Figure 1 below shows the proposed cross-section of Grand Avenue between Slack Street
& the US 101 Ramps, facing northbound.
Figure 1: Grand Avenue Cross Section between Slack Street & US 101 Ramps
Initial plans for Grand included (a) extending the road diet on southbound Grand Avenue
through the Slack Street intersection, reducing the number of southbound through lanes
exiting the Cal Poly Campus from two to one; (b) installing concrete curb-protected
protected bicycle lanes where on-street parking does not currently exist and concrete
median islands at several intersections; and (c) installing a slurry seal and thermoplastic
striping on Grand Avenue.
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Item 6i
During project development, the City received comments from Cal Poly expressing
concerns about access to and from campus during special events. Traffic analysis
prepared for Cal Poly’s campus wide circulation study indicated that a roundabout or new
signal installation is required to alleviate congestion with the initial plans. However, these
major intersection improvements are outside the scope of the Pavement Management
Plan. Through collaboration with Cal Poly and review of the traffic analysis , the project
design was refined slightly to retain two southbound lanes exiting Cal Poly, which quickly
narrow to one lane south of Slack Street. The configuration of the northbound lanes
remains as originally proposed, which includes one travel lane, which widens to two travel
lanes just south of the Slack Street intersection to retain capacity entering the Cal Poly
campus.
Further, the improvements will be implemented as a pilot project temporary quick -build
materials only. This approach will advance safety improvements in the short -term while
providing additional opportunity to monitor effectiveness, refine design details, and
explore sufficient funding to complete the ultimate improvements in a more permanent
way in the future. At the earliest, permanent improvements on Grand Avenue could be
included as part of the 2026 or 2027 pavement management projects, if funded by
subsequent Financial Plans.
While the ATP ultimately plans for protected bicycle lanes on both sides of Grand Avenue,
this would require removing all on-street parking to provide adequate lines-of-sight at
intersections/driveways and to maintain width needed for fire access. Full removal of on -
street parking would require significant public outreach, consideration for commercial
deliveries/loading, and analysis of potential parking spillover.
Johnson Avenue
Repaving Johnson Avenue between San Luis Drive and Laurel Lane was initially part of
the 2023 Arterials Paving project. However, this segment was deferred (a) due to a
conflicting utility project north of Bishop Street, and (b) to allow more time to monitor the
effectiveness of the Johnson Avenue Road Diet Pilot Project installed summer 2023
between Bishop Street and Laurel Lane. Johnson Avenue north of Bishop Street remains
deferred for pavement maintenance until the planned utility proj ect is complete. Johnson
Avenue between Bishop Street and Orcutt Road is now proposed for resealing as part of
this year’s pavement project.
The Johnson Avenue Road Diet Pilot Project included reducing the number of lanes from
two in each direction (four total) to one in each direction plus a new center turn lane (three
total lanes). The Pilot Project identified goals of (a) reducing driving speeds, and (b)
increasing comfort and safety for all travelers. After installing the Pilot Project in 2023,
prevailing speeds have decreased from 43 miles per hour (mph) to 37 mph, and less than
1% of vehicles are traveling 10 mph or more above the 35 mph speed limit (93% reduction
with road diet). Two traffic collisions (one with minor injuries) were reported within t he
road diet limits in the four months since installation, compared to 13 collisions in the
previous five years (6 injuries; 3 severe injuries). Following a successful pilot installation,
the road diet between Bishop Street and Laurel Lane is proposed to b e made permanent
with thermoplastic pavement markings.
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Item 6i
In addition to a permanent road diet, additional active transportation elements proposed
for Johnson Avenue include:
1. Installation of a permanent concrete median refuge at the Sydney Street school
crossing on both sides across the Johnson intersection.
2. Installation of traffic calming measures to reduce turning speeds, shorten
pedestrian crossing exposure, and improve pedestrian visibility.
Project Limits – All Streets
All streets within the Roadway Sealing 2024 project limits will incorporate elements such
as the addition of high visibility “ladder style” crosswalks at all existing and proposed new
marked pedestrian crosswalks, and crosswalk daylighting at as many intersections as
practicable, particularly at intersections near schools, along arterial and collector streets,
and areas with high pedestrian activity.
Pavement Area 1 (East City Neighborhoods)
The project will include several features identified in the ATP within Pavement Area 1:
1. Toro Street Neighborhood Greenway (ATP Tier 2 Project): Greenway
pavement legends, guide signage, and traffic calming measures will be installed
along Toro Street between Phillips Lane and Pacific Street to encourage a low-
stress, comfortable environment for those walking and biking. The existing
enhanced crossing at Toro Street/Marsh Street will be modified to allow bicyclists
to activate the Rectangular Rapid Flashing Beacon (RRFB) system without the
need to dismount. A quick-build traffic circle will also be constructed at Toro
Street/Mill Street to promote slow vehicular speeds.
2. Mill Street Neighborhood Greenway (ATP Tier 3 Project): Greenway pavement
legends, guide signage, and speed cushions will be installed along Mill Street
between Pepper Street and Grand Avenue to encourage a low-stress, comfortable
environment for those walking and biking. A second portion of the Mill Street
Neighborhood Greenway between Chorro Street and Pepper Street is identified in
the ATP as a Tier 1 Project. This section was originally included in the Project but
was deferred due to a conflicting sewer line replacement project planned for 2025.
The ATP identifies installing an on-street, two-way protected bikeway on the east side of
Pepper Street parallel to the railroad tracks between Mill Street and Marsh Street as a
Tier 1 project. The ATP identifies a goal to complete all Tier 1 projects by 2030 because
these projects are most likely to encourage walking and biking. However, staff
recommends deferring this project on Pepper Street from the Roadway Sealing 2024
project because (a) streetlighting is limited and should be improved before or along with
the two-way bikeway; and (b) the segment between Mill and Palm Streets is narrower
than the rest of the route, requiring either roadway widening or parking removal on both
sides of the street to provide a two-way bikeway.
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Item 6i
Public input during and after the January 2024 Community Meeting revealed a desire for
traffic calming in the neighborhood north of San Luis Obispo High School, generally
including San Luis Drive, Andrews Street, Cazadero Street, and Corralitos Avenue. While
there was insufficient time and resources to conduct the necessary focused outreach and
planning for more substantive traffic calming measures in this neighborhood, such as
traffic circles or speed humps, the plans include several measures requested by
community members, such as addition of stop signs (where warranted), striped corner
extensions (“bulbouts”) to slow speeds and reduce pedestrian crossing distances, and
high-visibility bike route markings.
Pavement Area 7 (Northwest of Downtown)
Resurfacing sections of Broad Street, Chorro Street, and Murray Avenue was initially part
of the 2022 Roadway Sealing project. However, these facilities were deferred due to
conflicts with construction of a new sewer main and the North Chorro Neighborhood
Greenway. The Roadway Sealing 2024 project includes installing a new northbound
bicycle lane on Chorro Street between Mission Street and Meinecke Avenue. The ATP
identifies this as a Tier 2 project.
Pavement Area 8 (University Neighborhoods)
The ATP has identified one project within Pavement Area 8 that will be implemented as
part of the Roadway Sealing 2024 project. Along Highland Drive, the project will install an
eastbound bike lane on a short stretch just west of Ferrini Road where the roadway climbs
a steep grade. The ATP identifies this as a Tier 2 project.
Neighborhood Traffic Management Requests
Various Neighborhood Traffic Management (NTM) requests have been received from
residents for streets included in the Project at the following locations:
1. Highland Drive between Patricia Drive and Santa Rosa Street
2. Patricia Drive between Twin Ridge Drive and Highland Drive
3. Jeffrey Drive between Highland Drive and Westmont Avenue
4. Rancho Drive between Westmont Avenue and Rancho Drive cul-de-sac
5. Westmont Avenue between Patricia Drive and Jeffrey Drive
6. Broad Street between Mission and Lincoln Streets
City staff collected speed and traffic volume data on these neighborhood streets to
evaluate if traffic calming measures are warranted based the Circulation Element’s
adopted volume/speed thresholds. For Highland Drive, Patricia Drive, Jeffery Drive,
Westmont Avenue, and Broad Street that met volume/speed thresholds2, staff mailed out
ballots to adjacent properties to inform residents and gauge support for proposed
measures. Typical elements included with NTM projects include speed humps, speed
2 Volume/speed thresholds are set based on street classification as identified in the City's Circulation
Element. For Local Residential Streets, traffic calming is warranted when daily traffic volume over 1,800
vehicles and/or prevailing speed is more than 27.5 miles per hour. For Residential Collectors, traffic calming
is warranted when daily traffic volume is over 3,600 vehicles and/or prevailing speed is more than 27.5
miles per hour. Based on 2024 traffic data, all streets except Rancho Drive met traffic calming warrants
based on prevailing speeds. Rancho Drive had neither excessive prevailing speeds or excessive traffic
volumes and was removed from the NTM queue.
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Item 6i
tables, traffic circles, and traffic diverters. Staff did not receive a sufficient number of
responses or clear majority support from neighboring residents/property owners to justify
installation of traffic calming elements as part of the paving project at this time. The current
NTM Guidelines require a response rate of 51% and support rate of 67% to proceed with
traffic calming and staff was unable to meet those requirements. All streets with NTM
requests where adopted volume/speed thresholds were met (i.e . all streets but Rancho
Drive) will remain in the NTM queue for further consideration and community input at a
future date. The City is currently able to address one to two NTM requests per year and
has a queue of approximately 15 requests.
Table 1 below shows the speed and traffic volume data collected along with the results
of the NTM ballots.
Table 1: Neighborhood Traffic Management Data & Ballot Results
Street
85th
Percentile
Speed* (MPH)
Traffic
Volume*
(vehicles)
Ballots
Sent
Ballots
Received
Ballots in
Favor of
NTM
Highland
Drive 32 N/A 236 9 5
Patricia
Drive 30 N/A 116 9 4
Jeffrey
Drive 30 938 41 2 1
Rancho
Drive 26 370 Does not meet warrants for traffic calming
Westmont
Avenue 29 522 68 11 6
Broad
Street 31 N/A 97 8 5
*Note: Underlined values meet adopted thresholds, and italicized values do not meet adopted
thresholds.
Previous Council or Advisory Body Action
In June 2023 City Council adopted the 2023-25 Financial plan that included the approval
of the project along with allocating funds during the 2024-25 Fiscal Year.
The project was presented to the City’s Active Transportation Committee (ATC) three
times during project development: in fall 2023 to provide input on preliminary scope of
improvements; in February 2024 to review 90% design drawings; and again in April 2024
to provide final input on Grand Avenue designs. The ATC provided helpful input to guide
design refinements, with the following primary themes:
Explore opportunities to improve pedestrian/bicycle crossing comfort and
safety at the Johnson/Southwood intersection.
Retain a full road diet (one lane in each direction) on Grand Avenue between
Slack and Monterey Streets and continue to coordinate with SLO Fire to
explore opportunities for further street narrowing as feasible to further
encourage safe speeds.
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Item 6i
Explore opportunities for centerline hardening (placing flexible objects along
side-street centerlines) to encourage safer auto left-turning speeds.
Increase daylighting (restricting parking and adding flex posts) at intersection
approaches to improve sight lines for pedestrians and bicycles.
Increase protected bike lane widths where possible to allow for safe passing
and side-by-side riding.
Ultimately, staff was able to incorporate many of these suggestions into the final plans.
The remaining substantive recommendations from the ATC that are not reflected in the
final plans are:
The plans for Grand Avenue retain 20’ clear width between fixed objects along the
full corridor, as requested by SLO Fire for efficient emergency response. Staff will
continue to discuss with SLO Fire to explore opportunities to test “pinch points”
along the route, where additional mountable features could be placed within the
20’ clear area to further narrow the roadway and reduce vehicle speeds.
The ATC recommended retaining one southbound lane on Grand exiting the Cal
Poly campus, suggesting that Cal Poly invest in more substantial temporary traffic
control strategies to manage egress traffic during their regular special events. Cal
Poly expressed significant concern regarding this recommendation, as this would
cause the intersection to fail operationally for the 4 0-50 regular special events
scheduled throughout the year. The final plans retain two lanes exiting the
campus, which quickly narrow to one lane south of Slack Street, but have added
a wide protected bike lane exiting campus to reduce pedestrian crossing exposure
and slow turning speeds.
Public Engagement
In addition to the multiple presentations to the ATC, public engagement was conducted
through a community workshop at the City/County Library Community Room on January
11, 2024, and through a project website, which provided information on the project and
community input opportunities throughout project development.
CONCURRENCE
This project has been reviewed and has concurrence from the Public Works Department,
the Fire Department, and the Community Development Department.
ENVIRONMENTAL REVIEW
The Project qualifies for an Exemption to the California Environmental Quality Act
pursuant to State CEQA Guidelines Sections 15301(Existing Facilities) because the
Project consists of the repair and maintenance of existing roadways, and minimally
disruptive surface improvements within an existing built urban environment (pavement
markings sign posts, etc.). A Notice of Exemption will be filed through the Community
Development Department upon Council approval of the project.
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Item 6i
FISCAL IMPACT
Budgeted: Yes Budget Year: 2024-25
Funding Identified: Yes
Fiscal Analysis:
Funding Sources Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing Cost
General Fund $3,908,000 $3,908,000 $0 N/A
State $0 $0 $0 N/A
Federal $0 $0 $0 N/A
Fees $0 $0 $0 N/A
Other: SB1 Fund: $1,092,000 $1,092,000 $0 N/A
Capital Outlay Fund
LRM – Damon
Garcia (2000031-
08.01)
$130,000
$130,000
$0 N/A
Capital Outlay Fund
LRM – Mitchell Park
(2000031-08.04)
$45,000
$45,000
$0 N/A
Capital Outlay Fund
LRM – Johnson
Park (2000031-
08.05)
$50,000
$50,000
$0 N/A
Capital Outlay Fund
LRM – Roadway
Safety Trail
(2000032)
$130,755
$130,755
$0 N/A
Capital Outlay Fund
LRM – Active
Transportation Plan
(2000608-03)
$200,000 $200,000 $0 N/A
Supplemental
Budget Allocation*:
Capital Outlay Fund
LRM
$0 $1,060,000 $0 N/A
Total $ 5,550,775 $1,060,000 $0 N/A
*FY 24-25 Supplemental Budget has yet to be approved. Project funding pending budget
approval. See fiscal impact section.
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Item 6i
Roadway
Sealing 2024
(2000615)
Active
Transportatio
n Plan
Implementatio
n (2000608-
03)
Parking Lot
Maintenance
(2000031-
08.01) Damon
Parking Lot
Maintenance
(2000031-
08.04)
Mitchell
Parking Lot
Maintenance
(2000031-
08.05)
Johnson
Railroad
Saftey Trail
(2000032)
Capital Outlay
Fund -
LRM/SB1
Capital
Outlay Fund -
LRM
Capital
Outlay Fund -
LRM
Capital
Outlay Fund -
LRM
Capital
Outlay Fund -
LRM
Capital
Outlay Fund -
LRM
Base Bid $4,741,000 $200,000 $86,000 $17,000 $23,000 $33,000 $5,100,000
Additive
Alternative A $300,000 $0 $0 $0 $0 $0 $300,000
Contingency
(17%)$873,000 $0 $14,000 $3,000 $4,000 $6,000 $900,000
Total
Construction
Estimate
$5,914,000 $200,000 $100,000 $20,000 $27,000 $39,000 $6,300,000
Construction
Management:$160,225 $0 $30,000 $25,000 $23,000 $91,775 $330,000
Communication
Consultant $87,411 $0 $0 $0 $0 $0 $87,411
Material
Testing $27,500 $0 $0 $0 $0 $0 $27,500
Printing Plans $500 $0 $0 $0 $0 $0 $500
Total Project
Cost $6,191,008 $200,000 $130,000 $45,000 $50,000 $130,775 $6,746,783
Total Available
Account
Balance
$0 $0 $0 $10,000 $0 $130,775 $140,775
Allocated
Funding FY 24-
25:
$5,131,008 $200,000 $130,000 $35,000 $50,000 $0 $5,546,008
Additional
Supplemental
Budget
Request
$1,060,000 $0 $0 $0 $0 $0 $1,060,000
Total Project
Balance $6,191,008 $200,000 $130,000 $45,000 $50,000 $130,775 $6,746,783
Post Project
Balance $0 $0 $0 $0 $0 $0 ----
Fiscal Impact Summary
Roadway Sealing 2024 Specification No. 2000615
Project Total
Costs
The Project will be awarded after July 1, 2024, when the funding allocation shown in the
2023-25 Financial Plan will be available to support the construction cost. The pr oject is
expected to receive $5,131,008 from the Street Reconstruction & Resurfacing project
account (2001001-03). The $5,131,008 is split between two funding sources: Local
Revenue Measure funding will provide $3,908,000 and SB1 will provide the remaining
$1,223,008.
Staff created a new project account for tracking and accounting purpose s which will
incorporate all elements of the project funding. The Project has multiple funding sources
in various project accounts that would lead to having to pull funds from various accounts.
Creating a new project account allows for the opportunity to transfer all the funding to a
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Item 6i
single account. The new Project account is 2000615 and the funding allocated from the
Street Reconstruction & Resurfacing account (2001001 -03) will be transferred to the
project account (2000615).
In addition to the funds expected from the Streets Reconstruction & Resurfacing account,
there is also an additional allocation on July 1, 2024 of $200,000 to the Active
Transportation Plan account (2000608-03) for elements from the ATP that have been
included in the Project. Staff is recommending transferring the $200,000 to the project
account.
Staff is recommending transferring funding from the Parking Lot Maintenance Account
(2000031) to cover the cost of improvements made to the various parking lots included in
the Project. The Damon Garcia Parking Lot project account (2000031 -08.01) will be
allocated $130,000 on July 1, 2024. The Mitchell Park Parking Lot improvements project
account (2000031-8.04) has a current balance of $10,000 and will be allocated $35,000
on July 1, 2024. The Johnson Park Parking Lot project account (2000031 -08.05) will be
allocated $50,000 on July 1, 2024. Staff is recommending transferring all available budget
out of these three tasks to support the Roadway Sealing 2024 project budget.
The cost for improvements made to the section of the Railroad Safety Trail included in
the Project will be covered by the Pedestrian and Bicycle Pathway project account
(2000032). Staff is recommending the current account balance of $130,755 be transferred
to the Project account (2000615) for construction.
Upon allocation of the 2024-25 fiscal year budget, the Project will have an available
balance of $5,550,775 from all funding sources to expend on construction. The estimated
total project cost is $6,610,775. Therefore, an additional $1,060,000 is required to fund
the total project cost.
Staff is currently in the process of finalizing the 2024 -2025 Supplemental Budget, which
is scheduled for presentation to City Council on June 4th, 2024. A preview of the
recommendations included in the Supplemental Budget was presented to Council on May
7th. One of the recommendations is to allocate additional funding to the Roadway Sealing
2024 project as part of the Capital Improvement Program (CIP) True-up process. This
process considers projects with urgent funding requirements due to cost escalations and
proposes allocating funding from projects not slated for construction before July 2025. By
following this approach, staff can ensure that projects like the Roadway Sealing 2024
project receive sufficient funding for construction without tying up funds in accounts that
will not be utilized during the current financial plan.
Staff is proposing an additional allocation of $1,060,000 from Local Revenue Measure
funds to support both the base bid and bid alternative for Grand Avenue, contingent upon
favorable bid outcomes. Should Council approve this recommendation, these additional
funds would be available to the Project on July 1, 2024.
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Item 6i
If Council does not approve the recommendation to allocate $1,060,000 in LRM funds to
the project during the Supplemental Budget at the June 4th Council Meeting, it will
necessitate a re-evaluation of the project's funding strategy. Alternatively, staff could
refrain from awarding the bid alternative and only proceeding with the base bid if bids fall
within the project budget. However, if bids do not align with the budget or if deemed
necessary, the second option would be to reject all bids and seek an alternative funding
source. This would require staff to return to Council for further direction and guidance on
how to proceed effectively with the project.
ALTERNATIVES
1. Deny the approval to advertise the project. City Council could choose to deny the
authorization to advertise this project. Staff does not recommend this alternative as
the Project is part of the City Pavement Management Plan and maintenance needs to
be completed on the City streets identified in the Project.
2. Award the Base Bid and proceed without awarding the Bid Alternate. City Council
could choose to award the Base bid if it falls within project budget and procced without
awarding the Bid alternate. Staff does not recommend this option as the Bid altern ative
contains ATP elements that have been reviewed and discussed with the public for
approval.
ATTACHMENTS
A - 2000615 Roadway Sealing 2024 Vicinity Map
B - 2000615 Roadway Sealing 2024 Plans
C - 2000615 Roadway Sealing 2024 Special Provision
Page 649 of 888
Page 650 of 888
PUBLIC WORKS DEPARTMENT
919 Palm Street, San Luis Obispo, CA 93401
Roadway Sealing 2024
Location Map
N
Page 651 of 888
Page 652 of 888
Reference Documents:
City Standard Specifications - August 2020 Edition
City Engineering Standards - August 2020 Edition
CalTrans Standard Plans and Specifications - 2015 Edition
index to plans
sheet no.description
san luis obispo county, california
ROADWAY SEALING 2024
APPROVED BY
SPECIFICATION NO.DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
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T1 COVER PAGE
T2 LEGEND AND NOTES
D1-2 DETAILS
S01 PATRICIA
S02 JEFFREY, DARTMOUTH
S03 CASA
S04 MURRAY
S05 MONTALBAN, LEMON
S06 OLIVE
S07 FOOTHILL
S08 FOOTHILL, CRANDALL,
CARPENTER
S09 HATHWAY
S10 HATHWAY, LONGVIEW
S11 SLACK
S12 SLACK, HATHWAY
S13 HATHWAY, STAFFORD,
TAFT
S14 BOND, FREDERICKS
S15 FREDERICKS, KENTUCKY
S16 FREDERICKS, HOPE
S17 HAYS, McCOLLUM
S18 HOPE, LOOMIS
S19 LOOMIS
S20 LOOMIS, BUENA VISTA
AREA 8
S21 ABBOT, WILSON
S22 GARFIELD
S23 GROVE, PHILLIPS
S24 WALNUT, TORO
S25 PEACH
S26 PEACH
S27 PALM
S28 PALM
S29 ANDREWS, SAN LUIS
S30 SAN LUIS DRIVE, ANDREWS
S31 SAN LUIS DRIVE, ANDREWS
S32 PEPPER
S33 TORO, PACIFIC
S34 PEEPER, PALM
S35 TORO
S36 TORO, PACIFIC, PISMO
S37 PISMO, BUCHON
S38 BUCHON, TORO
S39 ISLAY, LEFF
S40 LIZZIE
S41 IRIS, WOODLAND
S42 ELLA, FIXLINI
AREA 1
S43-45 HIGHLAND
S46 CHORRO
S47 MURRAY
S48-49 BROAD
S50-51 MILL
S52-57 JOHNSON
S58 RAILROAD SAFETY TRAIL
S59 MITCHELL PARK PARKING LOT
S60 JOHNSON PARK PARKING LOT
S61 DAMON GARCIA PARKING LOT
OTHER LOCATIONS
C I V I L
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ADDITIVE ALTERNATE A
S62-69 GRAND - SLACK TO MONTEREY
Page 653 of 888
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS,
SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF
SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS,
IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015
EDITION (UNREVISED).
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO
CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL
CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF
CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL
GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO
CONTACT THE 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" LICENSE AT THE TIME
THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT.
4. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF
THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES,
SHRUBBERY AND VEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO
AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THE
VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING
CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
5. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING
CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM
POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN
ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY
ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.
6. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL
TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO
EXISTING OVERHEAD LINES.
7. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING
CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF
THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.
8. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH
SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES
AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY
CONSTRUCTION.
9. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND
SURVEYOR SHALL FILE A CORNER RECORD IN THE OFFICE OF THE SAN LUIS
OBISPO COUNTY SURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE
PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECT
BENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION
5-1.26.
10. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE
REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL
NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS.
MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR
AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN
LUIS OBISPO COUNTY.
11. UNLESS OTHERWISE SHOWN HEREIN, ALL STRIPING AND MARKINGS SHALL BE
PER CALTRANS REVISED STANDARD PLANS 2015 - A20A, A20B, A20C, A20D,
A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL
SHALL BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.
12. GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER SAFE RIDE OR CITY
APPROVED EQUIVALENT PER SECTION 84-6.01. INSTALLATION ON AC AND/OR
CONCRETE SURFACE SHALL BE PER MANUFACTURER'S SPECIFICATIONS.
13. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.
14. THERMOPLASTIC STRIPING PLACE ON CONCRETE REQUIRES A PRIMER COAST
PRIOR TO APPLICATION.
15. FLEX POST MUST BE PEXCO CITY POST MODEL EAC OR APPROVED EQUAL.
FLEX POST SPECIFICATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO
PROCUREMENT.
16. RECTANGULAR RAPID FLASHING BEACONS (RRFB) EQUIPMENT SUBMITTALS
SHALL BE APPROVED BY THE ENGINEER PRIOR TO PROCUREMENT
17. HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920. DO NOT INSTALL IN
BIKE LANES
general notes:legend:
FIRE HYDRANT
HYDRANT MARKER
DRIVEWAY
SIGN POST
RRFB SYSTEM
STORM DRAIN PIPE
GAS LINE
SLURRY SEAL
PROTECT IN PLACE UTILITY COVERS
STORM or SEWER MANHOLE (PER 6040)
WATER VALVE (PER 6040)
MONUMENT (PER 9020)
TRAFFIC BOX
COMMUNICATIONS (PER 9030)
GAS COVER
TREE PROTECTION
1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER
TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY
STANDARD SECTION 20. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE
TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL
COST TO THE CITY. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK.
2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION
EQUIPMENT, THE FOLLOWING TECHNIQUES MAY BE UTILIZED TO MINIMIZE
DAMAGE DURING CONSTRUCTION ACTIVITIES:
a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT
WITH TREES
b. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH
CONSTRUCTION EQUIPMENT
c. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE
TREES
d. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE
LIMBS TEMPORARILY OUT OF THE WAY
LAYOUT APPROVAL
1. ALL STRIPING LAYOUTS, PLACEMENT OF VERTICAL ROADWAY ELEMENTS (I.E.
FLEX POSTS, MEDIANS, ETC.), PARKING STALL TEES AND CURB PAINTING LIMITS
SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN
THE FIELD PRIOR TO INSTALLATION.
2. NEW SIGN POSTS MUST BE INSTALLED PER ENG. STD. 7210 & 7215. ALL PUNCH
POSTS IN DOWNTOWN CORE MUST BE POWDER COATED DARK GREEN PER ENG.
STD. 7210 & 7215.
3. UNLESS OTHERWISE NOTED HEREIN, ALL LANE WIDTH DIMENSIONS ARE
MEASURED FROM CENTER OF STRIPE TO FACE OF CURB (OR EDGE OF PAVEMENT
WHERE NO CURB EXISTS AT OUTSIDE EDGE OF ROADWAY).
C I V I L
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CASE 1
SOLID GREEN BIKE LANE
CASE 2
DASHED GREEN BIKE LANE EXTENSION
APPROACHING INTERSECTION RIGHT
TURN CONFLICT AREAS
CASE 3
DASHED GREEN BIKE LANE EXTENSION
THROUGH INTERSECTIONS AND ACROSS
DRIVEWAYS
GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER
SAFE RIDE OR APPROVED EQUIVALENT
SEE GENERAL NOTES AND SPECIAL PROVISIONS FOR
ADDITIONAL REFERENCE
NOT TO SCALEACA MUTCD CHAPTER 9, FIGURE 9C-2
NOT TO SCALE
BIKE BUFFER - SOLIDC
NOT TO SCALE
MODIFIED CITY STD 7360D
NOT TO SCALE
STRIPED BULBOUT PER MUTCD FIGURE 3J-6BF
NOT TO SCALE
MODIFIED DETAIL 22H
AREA = 45.5 SQFT
WHITE MARKINGS
NOTE: (1) GREEN WAY STENCIL
FURNISHED BY CITY
8" GRIDSIGN VARIES PER STREET,
CITY WILL PROVIDE
GRAPHIC FILES
NOT TO SCALE
GREENWAY SYMBOLJ
NOT TO SCALE
GREENWAY SIGNI
NOT TO SCALE
GREENBACK SHARROWG
NOT TO SCALE
ZICLA ZEBRA 9B
NOT TO SCALE
TRAFFIC CIRCLE SIGNK
NOT TO SCALE
BIKE LANE ENDS SIGNL
BIKE
LANE
ENDS
3'9'
6" YELLOW STRIPE DIMENSIONS PER PLAN
8" WHITE PAINT
12" WHITE PAINT
10' O.C.WHITE SHARROW
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
DIRECTION OF TRAVEL
EDGE OF PAVEMENT
10'
5'
9'3"
(4) OM1-3 ON SINGLE POST.
ONE SIGN FACING EACH
DIRECTION
21"
48"
26"
26"
16"
16"
3'3"4'
6.5"
30.5"
TRAVEL
PARKING
45°'
12'
WIDTH PER PLAN
6" WHITE PAINT
WHITE BIKE LANE SYMBOL WITH PERSON
AND BIKE ARROW PER CALTRANS STANDARD
6" WHITE STRIPE
GREEN BIKE LANE
PAVEMENT COATING
6" WHITE STRIPE
GREEN BIKE LANE
PAVEMENT COATING
6" WHITE STRIPE
GREEN BIKE LANE
PAVEMENT COATING
TYPE D TWO-WAY YELLOW
RETROREFLECTIVE MARKER
YELLOW BOTS DOTS, TYPEAY MARKER PER
2015 CALTRANS STANDARD PLAN A20A
6" YELLOW
6" OFFSET4'
24'
6"
8"
C I V I L
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INSTALLATION NOTES:
MEDIAN WORK SHALL CONFORM TO TO THE PROVISIONS IN SECTION 73,
OF THE STANDARD SPECIFICATIONS.
TYPE A3 CURB PER CALTRANS 2015 RSP A87A, DOWELLED IN TO EXISTING
PAVEMENT SURFACE.
CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS
PER CITY STD 4110.
#4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE
#4 LONGITUDINAL BAR
1
2
3
4
5
NOT TO SCALE
CONCRETE BIKE MEDIAN DETAIL (MODIFIED CITY STD. 4940)A
AA
NOT TO SCALE
SPEED CUSHIONB
CENTER OF TRAVEL LANE
AA
CL
12" WHITE PAINT
12" OFFSET
SIDEWALK
GUTTER LIP
CURB FACE
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25' OR WHERE UTILITY COLLARS CONFLICT WITH
MEDIAN. LAYOUTS AND GAPS TO BE CONFIRMED IN
FIELD BY THE ENGINEER PRIOR TO INSTALLATION
PEXCO CITY POST MODEL EAC,
18” WHITE WITH 3 YELLOW WRAP
PEXCO CITY POST MODEL EAC,
18” WHITE WITH 3 YELLOW WRAP
PER PLAN
PER
PLAN
PER
PLAN
LAYOUT
SECTION A-A
LAYOUT
MEDIAN MEDIAN
10'10'
DRIVEWAY
3'
.5'PAVEMENT
#4 LONGITUDINAL BAR 6" CLASS 3
CONCRETE
7 #4 REBAR AT 4'-0" OC,
12" MIN LENGTH,
DRIVEN IN PLACE
3 4
3
SECTION A-A
LAYOUT
3'
6.5'
12'
1'
6.5'
1'3'
3"
36" WHITE PEXCO POST
DETAIL 39
45° 8' O.C.
STREET
SIDEWALK
20' RED CURB
8'
STOP BAR
NOT TO SCALE
DAYLIGHTING BUFFERC
STAMPED CONCRETE NOTES:
1. 6" THICK STAMPED CONCRETE, COLORED
DAVIS COLORS SAN DIEGO BUFF (#5237)
(OR APPROVED EQUAL).
2. RIVER ROCK PATTERN.
3. INSTALL PER MANUFACTURER
RECOMMENDATIONS.
NOT TO SCALE
STAMPED CONCRETE DETAILD
7'
WIDTH PER PLAN
ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS
SIZE: ZEBRA9, COLOR: WHITE
BIKE BUFFER
PER DETAIL C
PEXCO CITY POST MODEL EAC, 36" WHITE
WITH 2 LIGHT GREY WRAP
NOTE: FLEX POSTS & ZICLA ZEBRAS MUST BE MOUNTED TO ROADWAY PER
MANUFACTURER'S INSTRUCTIONS
7'
28' (TYP)
NOTE: FLEX POSTS & ZICLA ZEBRAS MUST BE MOUNTED TO ROADWAY PER
MANUFACTURER'S INSTRUCTIONS
NOT TO SCALE
CENTER MEDIAN REFUGE CONFIGURATIONF
NOT TO SCALE
FLEX POST & ZICLA ZEBRA CONFIGURATIONSE
ZICLA ZEBRA SEPARATORS
SIZE: ZEBRA9, COLOR: YELLOW
PEXCO CITY POST MODEL EAC, 36" YELLOW
WITH 2 YELLOW WRAPS
DOUBLE YELLOW STRIPE WITH REFLECTORS (DETAIL 22)
DIMENSIONS AND RADIUS PER PLAN SHEETS
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Page 656 of 888
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
N
RED CURB
76 LF
20 LF FROM E.O.C.
RED CURB
76 LF
20 LF FROM E.O.C.
"STOP" LEGEND
22 SQFT
12" WHITE
19.5 LF
N
18.5'
18.5'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
16 LF
DETAIL 22
50 LF
N
MATCHLINE
SEE BELOW
"STOP" LEGEND
22 SQFT
12" WHITE
16.5 LF
N
MATCHLINE
SEE ABOVE
18
.
5
'
18
.
5
'
N
RED CURB 80 LF
20 LF FROM E.O.C.
RED CURB 83 LF
20 LF FROM E.O.C.
RED CURB 85 LF
20 LF FROM E.O.C.
RED CURB 78 LF
20 LF FROM E.O.C.
DETAIL 22
68 LF
DETAIL 22
128 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19.5 LF
DETAIL 22
50 LF
12" WHITE
24 LF
RED CURB 81 LF
20 LF FROM E.O.C.
RED CURB 83 LF
20 LF FROM E.O.C.
12" WHITE
16.5 LF
N
80400
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3
0
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18
'
18
'
DETAIL 22
219 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
16 LF
N
20
'
20
'
DETAIL 22
50 LF
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF
12" WHITE
24.5 LF
N
80400
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M
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20
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5
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20
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5
'
REFRESH RED
CURB 851 LF, Cont.
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
1052 LF, Cont.
N
MA
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L
O
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17
.
5
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17
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5
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11
.
5
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11
'
12
'
REFRESH RED
CURB 851 LF
REFRESH RED
CURB 266 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
1052 LF
DETAIL 38
106 LF
DETAIL 22
171 LF
TYPE III ARROW
42 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
23 LF
HI-VIS CROSSWALK
50 LF
N
REPLACE R26(S) SIGN
ON (E) PUNCH POST
80400 C I V I L
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Page 659 of 888
MATCHLINE
SEE SHEET S03
INSTALL R1-3P
ON (E) POST
INSTALL R1-3P ON (E) POST
INSTALL R1-3P ON (E) POST
DETAIL 22
50 LF
12" WHITE
17.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19.5 LF
12" WHITE
14.5 LF
12" WHITE
21.5 LF
N
DETAIL 22
50 LF
DETAIL 22
50 LF
80400
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
MU
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Page 660 of 888
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6
MA
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6
MATCHLINE
SEE ABOVE
R28.5'
R17.9'
45
.
5
'
19'
20'
19
.
5
'
19
.
5
'
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 102 LF
12" WHITE 63 LF
DETAIL 41
71 LF
DETAIL 22
323 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
301 LF
12" WHITE
23 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
19
19
.
5
'
20
'
RED CURB
20 LF
DETAIL 22
428 LF
"STOP" LEGEND
22 SQFT
HI-VIS CROSSWALK
45 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
05
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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DATE:
CITY SPECIFICATION NO.
MO
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B
A
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,
L
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O
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S
MAY 2024
Page 661 of 888
MATCHLINE
SEE SHEET S05
5.8
'
5.6
'
20
'
20
'
INSTALL R26
SIGN BELOW
R1-1 ON (E)
POST
BIKE LOOP SYMBOL
2 SQFT
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
RED CURB
20 LF
RED CURB
20 LF
"STOP" LEGEND
22 SQFT
12" WHITE
17.5 LF
DETAIL 22
439 LF
CROSSWALK
47 LF
N
MA
T
C
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L
I
N
E
SE
E
SH
E
E
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S
0
5
20
'
20
'
TYPE VII ARROW
27 SQFT, Typ.
TYPE IV (B) ARROW
27 SQFT
DETAIL 22
191 LF
12" WHITE
16 LF
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF
12" WHITE
15.5 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
06
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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S
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
OL
I
V
E
S
MAY 2024
Page 662 of 888
M
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8
MATCHLINE
SEE SHEET S08
R15'
11'
13.5'
19
.
5
'
19.5'
5.
5
'
9'
9.
5
'
10
.
5
'
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
BIKE LOOP SYMBOL
2 SQFT, Typ.
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 62 LF
12" WHITE 26 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
DETAIL 39A
124 LF
DETAIL 39
308 LF
DETAIL 22
397 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 38
80 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
12" WHITE
10 LF
12" WHITE
9 LF
CROSSWALK
43 LF
N
"STOP" LEGEND
22 SQFT
12" WHITE
13 LF
N
80400
C I V I L
BRI A N A . NEL
S
O
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No. C 79870
07
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
FO
O
T
H
I
L
L
S
MAY 2024
Page 663 of 888
M
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R
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MA
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L
I
N
E
SE
E
SH
E
E
T
S
0
7
9
'
6
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 39A
148 LF
DETAIL 27B
209 LF
DETAIL 22
262 LF
N
1
7
.
5
'
M
A
T
C
H
L
I
N
E
S
E
E
B
E
L
O
W
MA
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C
H
L
I
N
E
SEE
LE
F
T
1
9
'
9
.
5
'
5
.
5
'
RED CURB
21 LF
DETAIL 41
64 LF
DETAIL 27B
246 LF
DETAIL 22
292 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
SHARROW
11.5 SQFT, Typ.
N
"STOP" LEGEND
22 SQFT
12" WHITE
14.5 LF
MA
T
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I
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SE
E
SH
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S
0
7
MA
T
C
H
L
I
N
E
SE
E
SH
E
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S
1
2
16
.
5
'
17
'
DETAIL 22
342 LF
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
19
'
9.
5
'
5.
5
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 39A
40 LF
DETAIL 27B
246 LF
DETAIL 22
292 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
08
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
FO
O
T
H
I
L
L
,
C
R
A
N
D
A
L
L
,
C
A
R
P
E
N
T
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S
MAY 2024
Page 664 of 888
MA
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2
MA
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SE
E
BE
L
O
W
6'
3'
10
.
5
'
20
'
14.5'15'
20
'
20
'
INSTALL "BIKE LANE ENDS"
SIGN PER DETAIL L, SHEET D1
ON (N) 12' PUNCH POST
INSTALL R81(CA) AND R81B(CA)
SIGNS ON (N) 12' PUNCH POST
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
DETAIL 39A
64 LF
BIKE BUFFER PER
DETAIL C SHEET D1
771 LF
12" WHITE
26.5 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
244 LF
12" WHITE
15 LF
DETAIL 22
207 LF
SHARROW
11.5 SQFT, Typ.
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
S
1
0
6.
5
'
3'
10
'
1
0
'
10
'
14.
5
'
15'
BIKE BUFFER PER
DETAIL C SHEET D1
771 LF, Cont.
N
DETAIL 22
620 LF
DETAIL 27B
595 LF
12" WHITE
12 LF
SHARROW
11.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
23 LF
DETAIL 22
62 LF
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
09
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
HA
T
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A
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S
MAY 2024
Page 665 of 888
MATC
H
L
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SEE BELO
W
M
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9
6.
5
'
3'
10
'
10
'
10
'
8'
5'
2'10
'
10
'
8.
5
'
6
'
BIKE BUFFER PER
DETAIL C SHEET D1
771 LF, Cont.
RED CURB
40 LF
DETAIL 39A
40 LF
12" WHITE
23.5 LF
12" WHITE
33 LF
"STOP" LEGEND
22 SQFT
SHARROW
11.5 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.DETAIL 27B
380 LF DETAIL 22
620 LF, Con.t
DETAIL 27B
595 LF, Cont.
N
MATCHLINE
SEE SHEET S11
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
8'
6'
2.
5
'
10
'
10
'
2'
6'
8'
DETAIL 38
42 LF
DETAIL 39A
79 LF
DETAIL 22
68 LF
12" WHITE
28.5 LF12" WHITE
25.5 LF
12" WHITE
30.5 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 39A
76 LF
BIKE BUFFER PER
DETAIL C SHEET D1
312 LFDETAIL 27B
323 LF
DETAIL 22
390 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
BIKE BUFFER PER
DETAIL C SHEET D1
331 LF
DETAIL 27B
374 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
10
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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A
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S
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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SH
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PR
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DATE:
CITY SPECIFICATION NO.
HA
T
H
W
A
Y
,
L
O
N
G
V
I
E
W
S
MAY 2024
Page 666 of 888
MA
T
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H
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I
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SE
E
BE
L
O
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MA
T
C
H
L
I
N
E
SE
E
SH
E
E
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S
1
0
7.
5
'
1.
5
'
8'
6.
5
'
10
'
10
'
8'
6.
5
'
10
'
10
'
6.
5
'
8.
5
'
BIKE BUFFER PER
DETAIL C SHEET D1
1219 LF
DECONSTRUCT AND RECONSTRUCT
3" HIGH SPEED HUMP PER STD 7320
& 7321 WITH (4) 36" WHITE PEXCO
FLEX POST, EAC MODEL WITH 2
LIGHT GREY WRAPSCASE 2 BIKE LANE PER
DETAIL D, SHEET D1
40 LF
"HUMP" LEGEND
25 SQFT, Typ.
DETAIL 22
420 LF
DETAIL 22
254 LF BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
DETAIL 39
1333 LFDETAIL 27B
670 LF
DETAIL 39
122 LF
DETAIL 27B
126 LF
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
2
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
8'
5.
5
'
10
'
10
'
2'
5'
8'
5.
5
'
10
'
10
'
2'
5.
5
'
7'
10
'
10
'
10
'2'
6.
5
'
8'
6'
10
'
10
'
1.
5
'
5'
BIKE BUFFER PER
DETAIL C SHEET D1
1219 LF, Cont.
DECONSTRUCT AND RECONSTRUCT 3"
HIGH SPEED HUMP PER STD 7320 &
7321 WITH (4) 36" WHITE PEXCO FLEX
POST, EAC MODEL WITH 2 LIGHT GREY
WRAPS
DECONSTRUCT AND RECONSTRUCT
3" HIGH SPEED HUMP PER STD 7320 &
7321 WITH (4) 36" WHITE PEXCO FLEX
POST, EAC MODEL WITH 2 LIGHT
GREY WRAPS
"HUMP" LEGEND
25 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
DETAIL 27B
1333 LF, Cont.DETAIL 22
77 LF"SCHOOL" LEGEND
35 SQFT, Typ.
DETAIL 22
251 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
60 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
N
80400
C I V I L
BR IA N A . NEL
S
O
N
No. C 79870
11
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
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:
DATE:
CITY SPECIFICATION NO.
SL
A
C
K
S
MAY 2024
Page 667 of 888
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
1
BIKE BUFFER PER
DETAIL C SHEET D1
1219 LF, Cont.
"SCHOOL" LEGEND
35 SQFT, Typ.
DETAIL 22
367 LF
DETAIL 39
1333 LF, Cont.DETAIL 27B
418 LF
N
YELLOW HI-VIS
CROSSWALK 20 LF
"STOP" LEGEND
22 SQFT
12" WHITE
9.5 LF
DETAIL 39A
40 LF
BIKE ARROW 3.5 SQFT
BIKE SYMBOL 7 SQFT
10
'
2'
6.
5
'
8'
5.
5
'
10
'
10
'
2'
5.
5
'
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
3
MAT
C
H
L
I
N
E
SEE
SHE
E
T
S
0
9
MATCHLIN
E
SEE SHEET S0
8
19'21'
21
.
5
'
21
.
5
'
RED CURB
20 LF RED CURB
20 LFRED CURB
20 LF
12" WHITE
19 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
199 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
12" WHITE
17.5 LF
12" WHITE
19 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
12
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
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C
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:
DATE:
CITY SPECIFICATION NO.
SL
A
C
K
,
H
A
T
H
W
A
Y
S
MAY 2024
Page 668 of 888
MATCHLINE
SEE SHEET S14
M
A
T
C
H
L
I
N
E
S
E
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
2
R23.4'R16.6'
21
.
5
'
21
.
5
'
12" WHITE
18 LF
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 89 LF
12" WHITE 54 LFRED CURB
20 LF
RED CURB
20 LF
12" WHITE
54 LF
TYPE IV ARROW
15 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 27B 66 LF
12" WHITE
5' O.C. 45 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 22
211 LF
DETAIL 22
50 LF
DETAIL 2
199 LF
N
R63.7'
R14.9'
R64.6'
2
2
.
5
'
R15'
.5'
BULBOUT PER
DETAIL F, SHEET D1,
8" WHITE 57 LF
12" WHITE 17 LF
BULBOUT PER
DETAIL F, SHEET D1,
8" WHITE 100 LF
12" WHITE 81 LF
DETAIL 22
63 LF
"STOP" LEGEND
22 SQFT
12" WHITE
26.5 LF
N
8'
15
'
23
'
RED CURB
47 LF
RED CURB 48 LF
11
.
5
'
10
.
5
'
24
'
12" WHITE
21 LF
RED CURB
252 LF
HI-VIS CROSSWALK
92 LF
BULBOUT PER
DETAIL F, SHEET D1,
8" WHITE 31 LF
12" WHITE 13 LF
BULBOUT PER DETAIL F, SHEET D1,
8" WHITE 46 LF, 12" WHITE 27 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
246 LF
DETAIL 27B
101 LF
12" WHITE
31.5 LF
N
RED CURB 65 LF
80400
C I V I L
BR IA N A . NEL
S
O
N
No. C 79870
13
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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C
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E
:
DATE:
CITY SPECIFICATION NO.
HA
T
H
W
A
Y
,
S
T
A
F
F
O
R
D
,
T
A
F
T
S
MAY 2024
Page 669 of 888
12" WHITE
16 LF
N
"STOP" LEGEND
22 SQFT
12" WHITE
19 LF
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
N
12" WHITE
16 LF
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
3
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
5
20
'
20
'
DETAIL 22
600 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
14
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
E
A
L
I
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G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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:
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C
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:
DATE:
CITY SPECIFICATION NO.
BO
N
D
,
F
R
E
D
E
R
I
C
K
S
S
MAY 2024
Page 670 of 888
MATCHLINE
SEE SHEET S14
12" WHITE
21 LF
12" WHITE
18.5 LF
"STOP" LEGEND
22 SQFT, Typ.12" WHITE
23 LF
12" WHITE
19 LF
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
6
13
'
24
.
5
'
22
'
DETAIL 22
775 LF12" WHITE
21 LF
12" WHITE
21.5 LF
DETAIL 22
283 LFDETAIL 22
13.5 LF
12" WHITE
22.5 LF
12" WHITE
21 LF
"STOP" LEGEND
22 SQFT, Typ.
N
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
15
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
FR
E
D
E
R
I
C
K
S
,
K
E
N
T
U
C
K
Y
S
MAY 2024
Page 671 of 888
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
5
23
'
23
'
DETAIL 22
775 LF, Cont.
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
INSTALL STREET NAME SIGNS ON (E) PUNCH POST
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19.5 LF
DETAIL 20
50 LFDAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
HI-VIS CROSSWALK 44 LF
DETAIL 29 44 LF 12" YELLOW 22 LF
(7) YELLOW FLEX POSTS
(4) ZICLA ZEBRA PER DETAIL B, SHEET D1
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
HI-VIS CROSSWALK 34 LF
INSTALL STREET NAME
SIGNS ON (E) PUNCH POST
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
12" WHITE 22 LF
N
8'
14
.
5
'
14
.
5
'
8'
8'
12
.
5
'
12
.
5
'
8'
11
'
7'
11
'
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 60
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
16
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
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L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
FR
E
D
E
R
I
C
K
S
,
H
O
P
E
S
MAY 2024
Page 672 of 888
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
21 LF
12" WHITE
19.5 LF
N
TYPE IV ARROW 15 SQFT
HI-VIS CROSSWALK
37 LF
INSTALL R3-5(R)
SIGN ON (E)
PUNCH POST
12" WHITE
16.5 LF
DAYLIGHTING BUFFER PER
DETAIL C, SHEET D2
"STOP" LEGEND
22 SQFT
"ONLY" LEGEND
22 SQFTDETAIL 20
50 LF
6 LF 30°
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
N
HI-VIS CROSSWALK 37 LF
8'
12
'
12
'
8'
IF ADD. ALT. A
IS AWARDED,
SEE SHEET S59
12" WHITE
20 LF
12" WHITE
19.5 LF
N
12" WHITE
22.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20.5 LF
N
12" WHITE
20 LF
12" WHITE
17.5 LF
N
HI-VIS CROSSWALK 34 LF
DETAIL 20
50 LF
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2 12" WHITE
15 LF
DAYLIGHTING BUFFER PER
DETAIL C, SHEET D2
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
HI-VIS CROSSWALK 44 LF
DETAIL 20
50 LF
DAYLIGHTING
BUFFER PER
DETAIL C,
SHEET D2
12" WHITE
23 LF
"STOP" LEGEND
22 SQFT, Typ.
7'
10
'
10
'
7'
11
'
12
'
12
'
11
'
N
IF ADD. ALT. A IS
AWARDED, SEE
SHEET S59 & 60
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
17
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
HA
Y
S
,
M
c
C
O
L
L
U
M
S
MAY 2024
Page 673 of 888
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
9
23
'
21
'
23
.
5
'
23
.
5
'
DETAIL 2
199 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT12" WHITE
22.5 LF
DETAIL 22
50 LF
DETAIL 2
199 LF
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
DETAIL 22
50 LF
6 LF 30°
DAYLIGHTING BUFFER PER
DETAIL C, SHEET D2
"STOP" LEGEND 22 SQFT
12" WHITE 23 LF
N
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 61
"DIP" LEGEND
15 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
21.5 LF
12" WHITE
23 LF
12" WHITE
20 LF
12" WHITE
19 LF
N
80400
C I V I L
BR IA N A . NEL
S
O
N
No. C 79870
18
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
HO
P
E
,
L
O
O
M
I
S
S
MAY 2024
Page 674 of 888
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
2
0
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
16.
5
'
22'
DETAIL 22
50 LF
DETAIL 22
80 LF 12" WHITE
17.5 LF
DETAIL 22
50 LF
DETAIL 2
192 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
618 LF
12" WHITE
25.5 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MATC
H
L
I
N
E
SEE
SHEE
T
S
2
0
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
8
23
'
22
'
12" WHITE
18.5 LF
DETAIL 22
30 LF
"POLY" LEGEND
20 SQFT
12" WHITE
21 LF
DETAIL 2
175 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
22 LF
12" WHITE
14 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
80400
C I V I L
BR IA N A .NEL
S
O
N
No. C 79870
19
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
LO
O
M
I
S
S
MAY 2024
Page 675 of 888
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
S
2
2
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
9
15
.
5
'
14
.
5
'
"STOP" LEGEND
22 SQFT
DETAIL 22
117 LF
DETAIL 2
319 LF
12" WHITE
50 LF
12" WHITE
14 LF
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
1
9
1
3
.
5
'
9.
5
'
10
'
11
'
DETAIL 22
618 LF, Cont.
DETAIL 22
54 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
25 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
20
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
LO
O
M
I
S
,
B
U
E
N
A
V
I
S
T
A
S
MAY 2024
Page 676 of 888
DETAIL 29 134 LF
12" YELLOW 54 LF
(7) YELLOW FLEX POSTS
(4) ZICLA ZEBRA PER DETAIL B, SHEET D1
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
N
HI-VIS CROSSWALK 55 LF
8'
12
'
10
.
5
'
12
'
8'
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 62
DAYLIGHTING BUFFER PER
DETAIL C, SHEET D2
DETAIL 22
50 LF
DAYLIGHTING BUFFER PER
DETAIL C, SHEET D2
MODIFIED: NO RED CURB
HI-VIS CROSSWALK 40 LF
N
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 62
19
'
20
'
18'17.5'
DETAIL 22
185 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
21
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
AB
B
O
T
,
W
I
L
S
O
N
S
MAY 2024
Page 677 of 888
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MATCHLINE
SEESHEET S20
23
'
23
.
5
'
24
'
22
'
DETAIL 2
199 LF
REMOVE (E) R1-2, REPLACE WITH (N) R1-1
DETAIL 40, 29 LF
DETAIL 22
50 LF
HI-VIS
CROSSWALK
20.5 LF
TYPE VII ARROW, 27 SQFT, Typ.
12" WHITE, 24.5 LF
6" WHITE 45°, 5' O.C.
HI-VIS CROSSWALK 13 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 22, 38 LF
"CLEAR" LEGEND, 27 SQFT, Typ.
"KEEP" LEGEND, 24 SQFT, Typ.DETAIL 41, 29 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
35 LF
CROSSWALK
39 LF
12" WHITE
31 LF
DETAIL 22
177 LF
DETAIL 38
30 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
22
'
23
.
5
'
DETAIL 2
199 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
DAYLIGHTING
BUFFER PER DETAIL
C, SHEET D2
12" WHITE
16 LF "STOP" LEGEND
22 SQFT, Typ.
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
DETAIL 22
50 LF
6 LF 30°
HI-VIS CROSSWALK 50 LF
TYPE IV ARROW 15 SQFT, Typ.
23
'
23
.
5
'
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 63
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
22
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
GA
R
F
I
E
L
D
S
MAY 2024
Page 678 of 888
M
A
T
C
H
L
I
N
E
S
E
E
R
I
G
H
T
9
.
5
'
1
0
.
5
'
1
1
'
9
.
5
'
10
'
12
.
5
'
12
'
11
'
12'12'11.5'12.5'
DETAIL 27B
583 LF
DETAIL 22
554 LF
DETAIL 27B
540 LF
N
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
23.5 LF
N
MA
T
C
H
L
I
N
E
SE
E
LE
F
T
12" WHITE
19.5 LF
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT, Typ.
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20.5 LF
12" WHITE
23.5 LF
N
RED CURB
20 LF
RED CURB
20 LF
N
RED CURB
20 LF
RED CURB
20 LF
12" WHITE
20 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
23
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
GR
O
V
E
,
P
H
I
L
L
I
P
S
S
MAY 2024
Page 679 of 888
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
18
.
5
'
20
'
DETAIL 22 MODIFIED
PER DETAIL H, SHEET D1
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
28 LF, 45° 5' O.C.
DETAIL 27B
30 LF
12" WHITE
15 LF
DETAIL 22
292 LF
MATCHLINE
SEE SHEET S25
M
A
T
C
H
L
I
N
E
SE
E
BE
L
O
W
18
'
10
'
13
.
5
'
19.5'21'
18
.
5
'
21
.
5
'
20'20.5'
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
RED CURB
76 LF
RED CURB
60 LF
RED CURB
87 LF
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL (N) "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
DETAIL 41
36 LF
BIKE LOOP SYMBOL
2 SQFT
HI-VIS CROSSWALK
65 LF
"STOP" LEGEND
22 SQFT
12" WHITE
19 LF
DETAIL 22
50 LF
12" WHITE
18 LF
DETAIL 22
427 LFDETAIL 38
98 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
N
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
24
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
WA
L
N
U
T
,
T
O
R
O
S
MAY 2024
Page 680 of 888
7.
5
'
MEET (E) CURB)
6" WHITE 54 LF
6" WHITE 45° 10' O.C.
(N) HMA DIKE PER
CITY STD. 7120
PAINTED RED 94 LF
(N) HMA DIKE PER
CITY STD. 7120
PAINTED RED 39 LF
(N) HMA DIKE PER CITY STD.
7120 PAINTED RED 39 LF
MEET (E) AC BERM
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
N
MATCHLINE
SEE SHEET S24
20
.
5
'
20
'
19.5'21'
20
'
20
'
HI-VIS CROSSWALK
37 LF
12" WHITE 19 LF
RED CURB
20 LF
RED CURB
22 LF
HI-VIS CROSSWALK
39 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
HI-VIS CROSSWALK
37 LF
HI-VIS CROSSWALK
37 LF
DETAIL 22
50 LFDETAIL 2
271 LF
DETAIL 22
76 LF
12" WHITE
19.5 LF
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
2
6
DETAIL 22
50 LF 12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT
N
80400
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25
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5
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0
"STOP" LEGEND
22 SQFT
12" WHITE
26 LFTYPE I 10' ARROW
14 SQFT, Typ
N
MA
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6
25'12.5'
12.5'25'
12'12'
12'12'
12'12'
12'12'INSTALL R6-5P SIGN ON (N) 12' PUNCH POST
INSTALL R6-5P SIGN ON (N) 12' PUNCH POST
INSTALL PUNCH POST WITH SURFACE MOUNTED BASE IN
CENTER OF CIRCLE. INSTALL 4 OM1-3 OBJECT MARKERS
ON POST, ONE FACING EACH DIRECTION PER DETAIL K,
SHEET D1
INSTALL (8) 6" PEXCO CITY POST, EAC MOUNT,
YELLOW POST W/ 2 YELLOW WRAPS
4" YELLOW STRIPE WITH (10) TYPE D
TWO-WAY RETROREFLECTIVE MARKERS
18' DIAMETER CIRCLE
6" YELLOW
47 LF
45° 4' O.C.
DETAIL 24, 47 LF, 4' O.C.
DETAIL 27B
7 LF
DETAIL 22, 71 LF
DETAIL 24, 10.5 LF, 4' O.C.
DETAIL 27B
7 LF
DETAIL 22, 71 LF
DETAIL 24, 10.5 LF, 4' O.C.
REMOVE EXISTING "BIKE MAY USE FULL
LANE" SIGN AND REPLACE WITH "TORO
GREENWAY" PER DETAIL I, SHEET D1
SIGN ON SAME POST
REMOVE EXISTING "BIKE MAY USE FULL LANE"
SIGN AND REPLACE WITH "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON SAME POST
N
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
DETAIL 27B, 53 LF
12" WHITE, 37 LF, 10' O.C.
(18) BOTS DOTS ON STRIPES, 2' O.C.
DETAIL 27B, 50 LF
12" WHITE, 34 LF, 10' O.C.
(17) BOTS DOTS ON STRIPES, 2' O.C.
DETAIL 27B, 48 LF
12" WHITE, 35 LF, 10' O.C.
(17) BOTS DOTS ON STRIPES, 2' O.C.
DETAIL 27B, 49 LF
12" WHITE, 34 LF, 10' O.C.
(16) BOTS DOTS ON STRIPES, 2' O.C.
12" WHITE
18 LF
12" WHITE
19 LF
"STOP" LEGEND 22 SQFT, Typ.
80400
C I V I L
BRI A N A . NEL
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No. C 79870
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PE
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Page 682 of 888
MATCHLINE
SEE SHEET S28
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8
28
.
5
'
28
'
RED CURB 20 LF
RED CURB 20 LF RED CURB 20 LF
RED CURB 20 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
18 LF
DETAIL 22
50 LFDETAIL 22
50 LF
N
DETAIL 2
607 LF
MA
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L
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27
.
5
'
28
'
DETAIL 2
247 LF
RED CURB
20 LF
RED CURB
20 LF
RED CURB
40 LF
RED CURB
20 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
26 LF
DETAIL 22
50 LF
12" WHITE
17.5 LF
DETAIL 22
50 LF
N
80400 C I V I L
BRI A N A . NEL
S
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No. C 79870
27
2000615
DATE
1" = 40'
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CITY SPECIFICATION NO.
PA
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MAY 2024
Page 683 of 888
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27
.
5
'
28
'
MATCHLIN
E
SEE SHEET S2
9
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
12" WHITE 20 LF
"STOP" LEGEND 22 SQFT
DETAIL 22
50 LF
6LF 30°
DAYLIGHTING BUFFER
PER DETAIL C, SHEET D2
HI-VIS CROSSWALK 54 LF
DETAIL 2
607 LF, Cont.
TYPE IV ARROW 15 SQFT
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 65
MA
T
C
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L
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SE
E
SH
E
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S
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7
RED CURB 20 LF
RED CURB 20 LF
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
N
12" WHITE
14.5 LF
"STOP" LEGEND
22 SQFT
N
80400 C I V I L
BRI A N A . NEL
S
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No. C 79870
28
2000615
DATE
1" = 40'
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
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MAY 2024
Page 684 of 888
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9
.
5
'
3
.
5
'
1
0
.
5
'
1
1
.
5
'
20
'
20
'
TYPE I 10' ARROW
14 SQFT, Typ
YELLOW HI-VIS
CROSSWALK
45 LF
YELLOW HI-VIS
CROSSWALK
52 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
511 LF
DETAIL 29
130 LF
YELLOW HI-VIS
CROSSWALK
48 LF
12" WHITE
24 LF
"STOP" LEGEND
22 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
N
10
'
10
'
13
'
12
'
HI-VIS CROSSWALK 25 LF
9'8'8'
4" BLUE
8.5'7.5'7.5'7.5'7.5'7'7.5'8'9'
9.5'
8'8'8'8'BIKE LOOP
2 SQFT, Typ.
ADA MARKING
23 SQFT, Typ.
N
DETAIL 22
17 LF
4" BLUE
3' O.C.
4" WHITE
3' O.C.
4" WHITE, Typ.
MA
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80400
C I V I L
BRI A N A . NEL
S
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No. C 79870
29
2000615
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CITY SPECIFICATION NO.
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MAY 2024
Page 685 of 888
N
"STOP" LEGEND
22 SQFT
12" WHITE
15.5 LF
INSTALL R1-1 SIGN ON
(N) 12' PUNCH POST
MA
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12
'
8'
20
.
5
'
12
.
5
'
8'
8'12.5'
12.5'8'
20
'
20
'
INSTALL R1-1 SIGN ON (N) 12' PUNCH POST
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 133 LF
12" WHITE 107 LFBULBOUT PER DETAIL F, SHEET D1
8" WHITE 143 LF
12" WHITE 115 LF
DETAIL 22
50 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 22
50 LF
N
N
"STOP" LEGEND
22 SQFT
12" WHITE
15.5 LF
INSTALL R1-1 SIGN ON
(N) 12' PUNCH POST
N
"STOP" LEGEND
22 SQFT
12" WHITE
15.5 LF
INSTALL R1-1 SIGN ON
(N) 12' PUNCH POST
80400
C I V I L
BRI A N A . NEL
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No. C 79870
30
2000615
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1" = 40'
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CITY SPECIFICATION NO.
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MAY 2024
Page 686 of 888
N
"STOP" LEGEND
22 SQFT
12" WHITE
15.5 LF
INSTALL R1-1 SIGN ON
(N) 12' PUNCH POST
N
"STOP" LEGEND
22 SQFT
12" WHITE
15.5 LF
INSTALL R1-1 SIGN ON
(N) 12' PUNCH POST
N
"STOP" LEGEND
22 SQFT
12" WHITE
15.5 LF
INSTALL R1-1 SIGN ON
(N) 12' PUNCH POST
INSTALL (N) R1-1 ON
(N) 12" PUNCH POST
INSTALL (N) R1-1 ON
(N) 12" PUNCH POST
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
N
12" WHITE
17 LF
12" WHITE
17 LF
INSTALL R1-3p
BELOW (E) R1-1
INSTALL R1-3p
BELOW (E) R1-1
TURN SHARROW PER
DETAIL?
INSTALL R1-1 SIGN
ABOVE R1-3p ON (N)
12' PUNCH POST
INSTALL R1-1 SIGN
ABOVE R1-3p ON (N)
12' PUNCH POST
RED CURB
60 LF
RED CURB
85 LF
RED CURB
81 LF
RED CURB
67 LF
12" WHITE
17.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
27 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
N
INSTALL R1-1
SIGN ON (N) 12'
PUNCH POST
12" WHITE
17 LF
INSTALL R1-1
SIGN ON (N) 12'
PUNCH POST
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
N
80400
C I V I L
BRI A N A . NEL
S
O
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No. C 79870
31
2000615
DATE
1" = 40'
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APPROVED BY:
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A
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S
MAY 2024
Page 687 of 888
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3
MA
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AB
O
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E
DETAIL 22
50 LF
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE 36" PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
HI-VIS CROSSWALK
41 LF
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
SHARROW
11.5 SQFT, Typ.
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MA
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SE
E
SH
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5
0
20
'
20
'
6'
2'
DETAIL 22
50 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
BIKE BUFFER PER DETAIL C
SHEET D1, 25 LF
WITH (3) WHITE 36" PEXCO
CITY POST W/ EAC MOUNT
PER GENERAL NOTES
"STOP" LEGEND
22 SQFT
12" WHITE
18 LF
SHARROW
11.5 SQFT, Typ.
N
80400 C I V I L
BRI A N A .NEL
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No. C 79870
32
2000615
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CITY SPECIFICATION NO.
PE
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S
MAY 2024
Page 688 of 888
DETAIL 22
50 LF
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT
N
MA
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SH
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6
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4
12
.
5
'
2'
6'
1
2
'
1
2
'
7'
13
'
13
'
7'
2'
6'
RED CURB 30 LF
RED
CURB
40 LF
REMOVE (E) PARKING METER
REMOVE (E) PARKING METER
12" WHITE
20.5 LF
REMOVE EXISTING SIGN POST. REINSTALL NEW 14' PUNCH POST AND R1-1 SIGN. FURNISH
AND INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM, CARMANAH
MODEL R920-F (MODIFIED TO INCLUDE SOLAR KIT AND PUSH BUTTON ONLY, EXCLUDE
FLASHER AND PEDESTRIAN SIGNS). ORIENT PUSH BUTTON TO FACE BIKE LANE ON TOR
STREET. SYNC WITH EXISTING RRFB SYSTEM INSTALLED AT THIS INTERSECTION.
REMOVE (E) BIKE TURN BOX
INCLUDE IN SLURRY LIMITS
REMOVE EXISTING "BIKE MAY USE FULL LANE" SIGN
AND REPLACE WITH "TORO GREENWAY" SIGN PER
DETAIL I, SHEET D1 ON SAME POST
REMOVE (E) POST AND INSTALL R1-3P
SIGN ON (N) 12' PUNCH POST
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
57 LF
CASE 3 BIKE
LANE PER DETAIL
D, SHEET D1
57 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1, 25 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
RED CURB 20 LF
REMOVE EXISTING SIGN POST. REINSTALL NEW 14' PUNCH POST
AND R1-1 SIGN. FURNISH AND INSTALL RECTANGULAR RAPID
FLASHING BEACON (RRFB) SYSTEM, CARMANAH MODEL R920-F
(MODIFIED TO INCLUDE SOLAR KIT AND PUSH BUTTON ONLY,
EXCLUDE FLASHER AND PEDESTRIAN SIGNS). ORIENT PUSH
BUTTON TO FACE BIKE LANE ON TOR STREET. SYNC WITH
EXISTING RRFB SYSTEM INSTALLED AT THIS INTERSECTION.
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE 36" PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
REMOVE EXISTING "BIKE MAY USE
FULL LANE" SIGN AND REPLACE
WITH "TORO GREENWAY" SIGN PER
DETAIL I, SHEET D1 ON SAME POSTGREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
DETAIL 22
642 LF
12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT, Typ.
N
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
33
2000615
DATE
1" = 40'
BN
WBH
KH
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
TO
R
O
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P
A
C
I
F
I
C
S
MAY 2024
Page 689 of 888
MA
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18
'
10
.
5
'
12
'
20
.
5
'
20
'
20
'
20
'
TYPE VII ARROW
27 SQFT
TYPE IV ARROW
15 SQFT
BIKE LOOP
2 SQFT, Typ.
HI-VIS CROSSWALK
37.5 LF
12" WHITE
24.5 LF
DETAIL 38
40 LF
DETAIL 22
339 LF
12" WHITE
17.5 LF
HI-VIS CROSSWALK
37 LF
HI-VIS CROSSWALK
37 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
DETAIL 22
50 LF
DETAIL 2
175 LF, Cont.
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
3
2
RED CURB
45 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
19.5 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
20
.
5
'
19
.
5
'
N
DETAIL 2
175 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19.5 LF
DETAIL 22
50 LF
80400
C I V I L
BR IA N A . NEL
S
O
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No. C 79870
34
2000615
DATE
1" = 40'
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SCALE:
APPROVED BY:
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DRAWN BY:
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CITY SPECIFICATION NO.
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A
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MAY 2024
Page 690 of 888
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5
MA
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E
AB
O
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E
7'
13
'
13
'
7'
20
'
20
'
6'
2'
12" WHITE
20.5 LF
RED CURB
56 LF
RED CURB 21 LF
RED CURB
25 LF
BLUE CURB (22 LF), INTERNATIONAL
SYMBOL O F ACCESSIBILITY PAVEMENT
MARKING, INSTALL R99 (CA) AND R99B
(CA) SIGNS ON 12' PUNCH POST PER
CALTRANS STD PLAN A90B
BLUE CURB (22 LF), INTERNATIONAL
SYMBOL O F ACCESSIBILITY PAVEMENT
MARKING, INSTALL R99 (CA) AND R99B
(CA) SIGNS ON 12' PUNCH POST PER
CALTRANS STD PLAN A90B
INSTALL FLOURESCENT YELLOW/GREEN
PED/BIKE CROSSING SIGNS (W11-15) ON
(N) 12' PUNCH POST
INSTALL FLOURESCENT
YELLOW/GREEN
PED/BIKE CROSSING
SIGNS (W11-15) ON (N)
12' PUNCH POST
GREENBACK
SHARROW
40 SQFT,
Typ.
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
RED CURB
40 LF
PARKING "T"s PER
CITY STD 7410, Typ.
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE 36" PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
DETAIL 22
264 LF
DETAIL 22
213 LF
12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
N
MA
T
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SE
E
SH
E
E
T
S
3
4
MA
T
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I
N
E
SE
E
BE
L
O
W
2'
6'
20
'
20
'
RED
CURB
13 LF
RED CURB 20 LF
RED CURB 10 LF
RED CURB 25 LF
RED CURB 25 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
PARKING "T"s PER CITY STD 7410, Typ.
BIKE BUFFER PER DETAIL C SHEET D1, 25 LFDETAIL 22
50 LF
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
12" WHITE
18 LF
DETAIL 22
50 LF"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
20 LF
HI-VIS CROSSWALK
46 LF
HI-VIS CROSSWALK
46 LF
N
80400
C I V I L
BRI A N A . NEL
S
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No. C 79870
35
2000615
DATE
1" = 40'
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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CITY SPECIFICATION NO.
TO
R
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MAY 2024
Page 691 of 888
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
N
MATCHLINE
SEE SHEET S37
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
3
8
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15 AND
W16-7P SIGNS ON (N) 12' PUNCH
POST
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
(E) BRIDGE 12" WHITE
18 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19 LF
DETAIL 22
642 LF, Cont.
N
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
36
2000615
DATE
1" = 40'
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WBH
KH
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
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DRAWN BY:
DESIGNED BY:
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DATE:
CITY SPECIFICATION NO.
TO
R
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P
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,
P
I
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M
O
S
MAY 2024
Page 692 of 888
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
3
6
N
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
CHEVRON
24 SQFT
DETAIL 27B
455 LF
DETAIL 27B
455 LF
DETAIL 27B
583 LF
DETAIL 39A
52 LF
DETAIL 39A
52 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT
"STOP" LEGEND
22 SQFT, Typ.
HI-VIS CROSSWALK
31 LF
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
3
8
N
DETAIL 27B
603 LF
DETAIL 2
487 LF
DETAIL 27B
583 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
HI-VIS CROSSWALK
35 LF
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
37
2000615
DATE
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WBH
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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of
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CITY SPECIFICATION NO.
PI
S
M
O
,
B
U
C
H
O
N
S
MAY 2024
Page 693 of 888
MA
T
C
H
L
I
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SE
E
SH
E
E
T
S
3
9
MATCHLINE
SEE SHEET S37
MATCHLINE
SEE ABOVEMA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
3
6
DETAIL 22
46 LF
INSTALL (N) "ISLAY GREENWAY" SIGN PER DETAIL I, SHEET
D1 AND W16-7P (right) SIGN ON (N) 12" PUNCH POST
REMOVE EXISTING "BIKE MAY USE FULL LANE"
SIGN AND REPLACE WITH "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON SAME POST
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
DETAIL 22
50 LF
DETAIL 22
50 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
8'
12
'
12
'
8'
REMOVE AND REPLACE
TRUNCATED DOMES PER
CITY STD 4440
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
HI-VIS
CROSSWALK
18 LF
HI-VIS
CROSSWALK
14.5 LF
DETAIL 22
111 LF
DETAIL 27B
81 LF
DETAIL 27B
334 LF
DETAIL 27B
194 LF
DETAIL 2
79 LF
"HUMP" LEGEND
26 SQFT, Typ.
DETAIL 22
45 LF
MATCH (E)
DECONSTRUCT AND RECONSTRUCT
SPEED HUMP PER CITY STD 7320, TYPE 1
N
80400 C I V I L
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S
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No. C 79870
38
2000615
DATE
1" = 40'
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WBH
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
BU
C
H
O
N
,
T
O
R
O
S
MAY 2024
Page 694 of 888
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
3
8
RED CURB 62 LF
12" WHITE 50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
"STOP" LEGEND
22 SQFT
N
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 42 LF
12" WHITE 80 LF
INSTALL (N) "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 AND
W16-7p (L) ON (N) 12" PUNCH POST
DETAIL 22
190 LF
DETAIL 22
50 LF
REMOVE (E) R4-11 SIGN. INSTALL (N) "ISLAY
GREENWAY" SIGN PER DETAIL I, SHEET D1
N
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
39
2000615
DATE
1" = 40'
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WBH
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
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CITY SPECIFICATION NO.
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L
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S
MAY 2024
Page 695 of 888
MATCHLINE
SEE ABOVE
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
BIKE LOOP SYMBOL
2 SQFT
12" WHITE
14 LF
"STOP" LEGEND
22 SQFT, Typ.12" WHITE
15.5 LF
DETAIL 22
291 LF
DETAIL 38
29 LF
TYPE IV ARROW
15 SQFT, Typ.
CROSSWALK
40 LF
N
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
N
MATCHLINE
SEE BELOW
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10' ARROW
14 SQFT, Typ.
"ONLY" LEGEND
22 SQFT, Typ.
N
18
'
17
.
5
'
"STOP" LEGEND
22 SQFT
12" WHITE
8.5 LF
DETAIL 22
55 LF
N
80400
C I V I L
BR IA N A . NEL
S
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No. C 79870
40
2000615
DATE
1" = 40'
BN
WBH
KH
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A
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2
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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CITY SPECIFICATION NO.
LI
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Z
I
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MAY 2024
Page 696 of 888
17
'
17
'
DETAIL 22
89 LF
12" WHITE
11 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17 LF
N
17.5'17'
17'17.5'
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
"ONLY" LEGEND
22 SQFT, Typ.DETAIL 22
50 LF
DETAIL 27B
33 LF
DETAIL 27B
26 LF
DETAIL 22
50 LFTYPE VII
27 SQFT, Typ.
DETAIL 27B
11 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
8.5 LF
N
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
41
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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S
E
A
L
I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
IR
I
S
,
W
O
O
D
L
A
N
D
S
MAY 2024
Page 697 of 888
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
8.5 LF
N
10
'
10
'
20
'
BIKE LOOP SYMBOL
2 SQFT
DETAIL 22
50 LF
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
CROSSWALK
37 LF
DETAIL 22
57 LF
DETAIL 388
57 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
N
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
42
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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of
SH
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DATE:
CITY SPECIFICATION NO.
EL
L
A
,
F
I
X
L
I
N
I
S
MAY 2024
Page 698 of 888
MA
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E
AB
O
V
E
MA
T
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L
I
N
E
SE
E
SH
E
E
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S
4
4
8.
5
'
11
.
5
'
11
.
5
'
8'
8'
10
'
10
'
8'
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
DETAIL 2
247 LF
12" WHITE
21 LF 12" WHITE
25.5 LF DETAIL 22
50 LFDETAIL 22
50 LF
DETAIL 2
607 LF, Cont.
SHARROW
11.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
8'
10
'
10
'
8'
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
DETAIL 2
607 LF
YELLOW HI-VIS
CROSSWALK
40 LF
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ."STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
15 LF
YELLOW HI-VIS
CROSSWALK
30 LF
12" WHITE
17 LF
N
80400
C I V I L
BR IA N A . NEL
S
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No. C 79870
43
2000615
DATE
1" = 40'
BN
WBH
KH
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
HI
G
H
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A
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D
S
MAY 2024
Page 699 of 888
MA
T
C
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L
I
N
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SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
4
5
8'
12
'
12
'
8'
8'
12
.
5
'
12
.
5
'
8'
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
DETAIL 2
343 LF
12" WHITE
18.5 LF
YELLOW HI-VIS
CROSSWALK
47 LF
12" WHITE
32.5 LF
12" WHITE
18 LF
DETAIL 2
151 LF DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
SHARROW
11.5 SQFT, Typ.
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
4
3
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
8'
12
.
5
'
12
.
5
'
8'
8'
12
.
5
'
12
.
5
'
8'
8'
12
.
5
'
12
.
5
'
8'
"HUMP" LEGEND
25 SQFT, Typ.
SHARROW
11.5 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION 12" WHITE
16.5 LF
12" WHITE
14 LF
DETAIL 2
103 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
N
80400
C I V I L
BR IA N A . NEL
S
O
N
No. C 79870
44
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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W
A
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S
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A
L
I
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0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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DATE:
CITY SPECIFICATION NO.
HI
G
H
L
A
N
D
S
MAY 2024
Page 700 of 888
MA
T
C
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L
I
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E
SH
E
E
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S
4
4
5
.
5
'
1
0
.
5
'
4
.
5
'
1
9
.
5
'
4
.
5
'
6.
5
'
2'12
'
13
'
8'
8'
8'
EDGE GRIND 223 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
85 LF
INSTALL (N) 12" PUNCH POST
WITH (N) R7-9 SIGNBIKE BUFFER PER
DETAIL C SHEET D1
221 LF
(5) FLEX POSTS
RED CURB
224 LF INSTALL (N) 12" PUNCH POST
WITH MODIFIED R61-36(CA) SIGN
WITH A LEFT / THRU-LEFT /
THRU-RIGHT CONFIGURATION
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
DETAIL 29
79 LF
DETAIL 2
79 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
SHARROW
11.5 SQFT, Typ.
N
12
'
12
'
RED CURB 77 LF
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
45
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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A
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S
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
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DATE:
CITY SPECIFICATION NO.
HI
G
H
L
A
N
D
S
MAY 2024
Page 701 of 888
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
7.
5
'
5'
10
'
10
'
7.
5
'
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
CROSSWALK
37 LF
12" WHITE
18.5 LF"STOP" LEGEND
22 SQFT "AHEAD" LEGEND
31 SQFT
DETAIL 22
376 LF
DETAIL 27B
366 LF
DETAIL 27B
687 LF, Cont.
N
M
A
T
C
H
L
I
N
E
SE
E
B
E
L
O
W
MATCHLINE
SEE SHEET S47
CROSSWALK
29 LF
12" WHITE
18 LF
CROSSWALK
19 LF
12" WHITE
19 LF
DETAIL 22
268 LFDETAIL 27B
687 LF
DETAIL 27B
259 LF
SHARROW
11.5 SQFT
N
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
46
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
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CITY SPECIFICATION NO.
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MAY 2024
Page 702 of 888
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4
6
GREENBACK
SHARROW
40 SQFT, Typ.
"STOP" LEGEND
22 SQFT
12" WHITE
18 LF
N
80400
C I V I L
BRI A N A . NELS
O
N
No. C 79870
47
2000615
DATE
1" = 40'
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APPROVED BY:
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MU
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Page 703 of 888
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9
MA
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AB
O
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GREENBACK
SHARROW
40 SQFT, Typ.INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
N
DETAIL 22
350 LF
12" WHITE
16 LF"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
DETAIL 22
825 LF, Cont.
M
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E
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GREENBACK
SHARROW
40 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
N
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
48
2000615
DATE
1" = 40'
BN
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
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DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
BR
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MAY 2024
Page 704 of 888
MA
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AB
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"25" LEGEND
17.5 SQFT, Typ.
N
DETAIL 22
247 LF
MA
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SE
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L
O
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MA
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4
8
GREENBACK
SHARROW
40 SQFT, Typ.INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
N
DETAIL 22
279 LF
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
49
2000615
DATE
1" = 40'
BN
WBH
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SCALE:
APPROVED BY:
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BR
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Page 705 of 888
MATCHLINE
SEE SHEET S32
MAT
C
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SEE
SHE
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S
2
6
MA
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L
O
W
9.
5
'
10
'
10
'
9.
5
'
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
37 LF
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
12" WHITE
19 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
HI-VIS CROSSWALK
43 LF
HI-VIS CROSSWALK
35 LF
BIKE LOOP
2 SQFT, Typ.DETAIL 27B
448 LF
DETAIL 27B
450 LF
DETAIL 22
439 LF
12" WHITE
19.5 LF
RED CURB 20 LF
RED CURB
20 LF
MA
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MA
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E
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E
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5
1
SH
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5
0
MA
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E
SE
E
MA
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SE
E
AB
O
V
E
BE
L
O
W
11
'
10
'
10
'
11
'
(N) SPEED CUSHION
PER DETAIL B,
SHEET D2
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
37 LF
ADA MARKING
23 SQFT
DETAIL 2
271 LF
INSTALL W17-1
ON (N) 12' PUNCH
POST
INSTALL W17-1
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT, Typ.
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
18.5 LF
DETAIL 22
50 LFDETAIL 22
50 LF
DETAIL 27B
385 LF
DETAIL 27B
386 LF
DETAIL 22
50 LF
BIKE LOOP
2 SQFT, Typ.
HI-VIS CROSSWALK
35 LF
N
N
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
50
2000615
DATE
1" = 40'
BN
WBH
KH
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
MI
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Page 706 of 888
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0
10
'
10
'
10
'
10
'
(N) SPEED CUSHION
PER DETAIL B,
SHEET D2
INSTALL W17-1
ON (N) 12' PUNCH
POST
INSTALL W17-1
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 2
391 LF
DETAIL 27B
712 LF
DETAIL 27B
506 LF
SHARROW
11.5 SQFT, Typ.
N
MA
T
C
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L
I
N
E
SE
E
BE
L
O
W
9.
5
'
10
'
10
'
9.
5
'
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT, Typ.
DETAIL 2
55 LF
DETAIL 27B
156 LF
DETAIL 22
50 LF
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
HI-VIS CROSSWALK 40 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
25 LF
12" WHITE
19.5 LF
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
IF ADD. ALT. A IS
AWARDED, SEE
SHEET 64
80400 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
51
2000615
DATE
1" = 40'
BN
WBH
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
MI
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MAY 2024
Page 707 of 888
MA
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5
3
MA
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AB
O
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E
8'
6'
2'
10
'
12
'
10
'
2'
6'
8'
12
'
14
.
5
'
13
'
12
.
5
'
5'
7'
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
77 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
DETAIL 32
428 LF, Cont.
DETAIL 27B
767 LF, Cont.
DETAIL 27B
918 LF, Cont.
DETAIL 27B
709 LF, Cont.DETAIL 27B
525 LF, Cont.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
BIKE BUFFER PER DETAIL C,
SHEET D1
282 LF
DETAIL 32
200 LF"SLOW" LEGEND
23 SQFT
"SCHOOL" LEGEND
35 LF
BIKE BUFFER
PER DETAIL C
SHEET D1
123 LF
DETAIL 27B
148 LF
"XING" LEGEND
21 LFEDGE GRIND
101 LF
N
MA
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E
BE
L
O
W
6.
5
'
10
.
5
'
10
'
10
'
10
'
11
'
6'
5.
5
'
5'
10
'
10
'
10
'
10
'
5'
7'
6.
5
'
5'
8'
13
'
9.
5
'
10
'
5'
7'
EDGE GRIND
170 LF
HI-VIS CROSSWALK
38 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
HI-VIS
CROSSWALK
65 LF
HI-VIS CROSSWALK
65 LF
DETAIL 32
492 LFDETAIL 22
65 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
HI-VIS CROSSWALK
70 LF
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 39
60 LFDETAIL 27B
50 LF
DETAIL 27B
50 LF
DETAIL 9
751 LF DETAIL 39
767 LF
DETAIL 27B
918 LF
DETAIL 22
420 LF
DETAIL 9
319 LF
DETAIL 39
706 LF
DETAIL 27B
525 LF
TYPE VI ARROW
42 SQFT, Typ.
EDGE GRIND
171 LF
N
80400
C I V I L
BR IA N A . NEL
S
O
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No. C 79870
52
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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2
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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CITY SPECIFICATION NO.
JO
H
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MAY 2024
Page 708 of 888
M
A
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C
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S
5
4
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
2'
6.
5
'
8'
8'
6.
5
'
2'
10
.
5
'
10
.
5
'
12
.
5
'
6.
5
'
8'
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
92 LF
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
87 LF
DETAIL 27B
361 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
333 LF
DETAIL 32
467 LFBIKE BUFFER PER DETAIL C,
SHEET D1
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
5
2
8'
6.
5
'
2'
10
'
10
'
10
.
5
'
2'
6.
5
'
8'
11
.
5
'
2'
5'
8.
5
'
11
.
5
'
4.
5
'
13
'
7.
5
'
8.
5
'
11
.
5
'
4.
5
'
13
.
5
'
6'
11
.
5
'
2'
7'
INSTALL R4-7
SIGN ON (N) 12'
PUNCH POST
INSTALL R4-7
SIGN ON (N) 12'
PUNCH POST
INSTALL R4-7
SIGN ON (N) 12'
PUNCH POST
DETAIL 29
77 LF
REMOVE AND
REINSTALL (E) PUNCH
POST WITH RRFB
EDGE GRIND
201 LF
CASE 2 BIKE
LANE PER DETAIL
D, SHEET D1
148 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
148 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 42 LF CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
CASE 1 BIKE
LANE PER
DETAIL D,
SHEET D1
30 LF
DETAIL 22, 50 LF
DETAIL 22, 50 LF
MEDIAN PER
DETAIL A, SHEET
D2
62 LF
REMOVE POST AND
SIGNS ENGINEER TO
CONFIRM IN FIELD
EDGE GRIND
254 LF
4" WHITE 81 LF
12" WHITE 45°
5' O.C. 22 LF
(5) FLEX POSTS
YIELD LINE 8Δ
12 SQFT
YELLOW HI-VIS
CROSSWALK
65 LF
4" WHITE 105 LF
12" WHITE 45°
5' O.C. 37 LF
(5) FLEX POSTS
YIELD LINE 9Δ
13.5 SQFT
DETAIL 39
25 LF
"SLOW" LEGEND
23 SQFT
"SCHOOL" LEGEND
35 LF
"XING" LEGEND
21 LF
MEDIAN PER
DETAIL A, SHEET
D2
66 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 27B
219 LF
BIKE BUFFER PER DETAIL C,
SHEET D1
187 LF
DETAIL 32
294 LF BIKE BUFFER PER
DETAIL C, SHEET D1
1883 LF
DETAIL 27B
1788 LF
RED CURB 25 LF
RED CURB 25 LF
ADJUST GAS VALVE
TO ELEVATION
12" WHITE 17 LF
12" WHITE
18 LF
"STOP" LEGEND 22 SQFT, Typ.
N
80400 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
53
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
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A
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G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
JO
H
N
S
O
N
S
MAY 2024
Page 709 of 888
MA
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5
5
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
11
.
5
'
5'
6.
5
'
14
.
5
'
8'
6.
5
'
2'
10
'
8'
6.
5
'
2'
10
.
5
'
10
.
5
'
10
'
2'
6.
5
'
8'
12
'
6.
5
'
10
'
12
'
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
92 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
92 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
164 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
RED CURB
45 LF
DETAIL 27B
800 LF, Cont.
BIKE BUFFER PER DETAIL C,
SHEET D1
949 LF, Cont.
DETAIL 32
941 LF, Cont.
BIKE BUFFER PER
DETAIL C, SHEET D1
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 29
61 LF
DETAIL 22
62 LF
DETAIL 38
50 LF
TYPE I ARROW
14 SQFT
EDGE GRIND
80 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
S
5
3
8'
6.
5
'
2'
10
.
5
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
DETAIL 27B
800 LF
BIKE BUFFER PER DETAIL C,
SHEET D1
949 LF
DETAIL 32
941 LFBIKE BUFFER PER DETAIL C,
SHEET D1
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
N
80400
C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
54
2000615
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
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G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
JO
H
N
S
O
N
S
MAY 2024
Page 710 of 888
MA
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E
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S
5
6
M
A
T
C
H
L
I
N
E
S
E
E
A
B
O
V
E
7'
6'
3'
10
.
5
'
10
.
5
'
10
.
5
'
3'
6'
8'
DETAIL 32
1209 LF, Cont.
DETAIL 27B
1268 LF, Cont.
BIKE BUFFER PER DETAIL C,
SHEET D1
1180 LF, Cont.
BIKE BUFFER PER DETAIL C,
SHEET D1
1342 LF, Cont.
DETAIL 27B
1338 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
N
MA
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E
SE
E
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L
O
W
MA
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SE
E
SH
E
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5
4
8'
5'
3'
11
'
10
.
5
'
10
.
5
'
5.
5
'
10
.
5
'
8'
6'2'
10
.
5
'
10
.
5
'
10
.
5
'
2'6'
8'
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
75 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
HI-VIS CROSSWALK
63 LF
HI-VIS CROSSWALK
62 LF
HI-VIS CROSSWALK
34 LF
DETAIL 32
1209 LF
DETAIL 27B
1268 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
1180 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
1342 LF
DETAIL 27B
1338 LF
DETAIL 22
154 LFDETAIL 38
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
N
80400 C I V I L
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7
MA
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AB
O
V
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BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
97 LFCASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LFCASE 2 BIKE LANE PER
DETAIL D, SHEET D1
40 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
107 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
99 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
91 LF
DETAIL 27B
60 LF
DETAIL 38
50 LFDETAIL 32
90 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
96 LF
DETAIL 27B
66 LF
DETAIL 32
202 LFBIKE BUFFER PER
DETAIL C, SHEET D1
553 LF
DETAIL 27B
553 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 32
94 LF
N
DETAIL 27B
30 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
84 LF
8.
5
'
6'
2'
10
.
5
'
11
.
5
'
10
.
5
'
2'
6'
7.
5
'
13
'
MA
T
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SE
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L
O
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M
A
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C
H
L
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E
S
E
E
S
H
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5
5
6
.
5
'
6
'
3
'
1
0
.
5
'
1
0
.
5
'
1
0
.
5
'
3
'
6
'
8
'
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
22 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
32 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
112 LF
INSTALL (N) R26 SIGN ON
(N) 12' PUNCH POST
INSTALL (N) R26 SIGN ON
(N) 12' PUNCH POST
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 400 LF
12" WHITE 197 LF
(9) FLEX POSTS
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 148 LF
12" WHITE 105 LF
(9) FLEX POSTS
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 117 LF
12" WHITE 117 LF
(11) FLEX POSTS
(5) FLEX POSTS
4" WHITE 104 LF
12" WHITE 45°
12' O.C. 26 LF
(3) FLEX POSTS
4" WHITE 104 LF
12" WHITE 45°
12' O.C. 26 LF
(3) FLEX POSTS
DETAIL 29, 123 LF
DETAIL 22, 28 LF
(14) FLEX POSTS
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 29, 126 LF
DETAIL 22, 45 LF
(12) FLEX POSTS
DETAIL 32
1209 LF, Cont.
DETAIL 27B
1268 LF, Cont.
BIKE BUFFER PER
DETAIL C, SHEET D1
1180 LF, Cont.
BIKE BUFFER PER
DETAIL C, SHEET D1
1324 LF, Cont.
DETAIL 27B
1338 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
N
8.
5
'
6'
2'
10
.
5
'
11
.
5
'
10
.
5
'
2'
6'
7.
5
'
3.
5
'
10
.
5
'
10
.
5
'
2'
6'
10
.
5
'
6'
5'
5'
6'
4.
5
'
4.
5
'
3.
5
'
10
.
5
'
8.
5
'
6'
2'
10
.
5
'
7.
5
'
1
3
.
5
'
10
.
5
'
10
.
5
'
6'
10
.
5
'
3'
5.
5
'
8.
5
'
10
.
5
'
3'
6'
8'
5'
13
'
DETAIL 22, 28 LF
(2) FLEX POSTS
DETAIL 22, 19 LF
(2) FLEX POSTS
80400
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DATE
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6
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
21 LF
DETAIL 22
104 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
EDGE GRIND
194 LF
EDGE GRIND
336 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
82 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
97 LF
DETAIL 38
100 LF
DETAIL 27B
152 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
10' O.C. 45°
42 LF
12" WHITE
43 LF
DETAIL 22
153 LF
DETAIL 39A
40 LF
DETAIL 27B
314 LF
DETAIL 32
183 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
50 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
236 LF
DETAIL 27B
236 LF
N
80400 C I V I L
BRI A N A . NEL
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57
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Page 713 of 888
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4.
5
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4.
5
'
4.
5
'
4.
5
'
BIKE LOOP SYMBOL
2 SQFT, Typ.
SEE DETAIL A,
SHEET D1
327 LF
DETAIL 27B
1480 LF
DETAIL 27B
939 LF
DETAIL 24
43 LF
DETAIL 24
205 LFDETAIL 27B
160 LF
DETAIL 27B
161 LF
12" WHITE
5 LF
N
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L
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4.
5
'
4.
5
'
DETAIL 24
39 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
SEE DETAIL A,
SHEET D1
327 LF, Cont.
DETAIL 27B
1480 LF, Cont.
DETAIL 27B
939 LF, Cont.
N
MA
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SE
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4.
5
'
4.
5
'
DETAIL 24
75 LF
DETAIL 24
100 LF
SEE DETAIL A,
SHEET D1
327 LF
DETAIL 27B
1480 LF, Cont.
DETAIL 27B
525 LF
N
80400 C I V I L
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58
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CITY SPECIFICATION NO.
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Page 714 of 888
Southwood Drive
SENIOR CITIZENS
CENTER
5
1
2
3
4
6
9.00' (TYP.)63.00'
7 SPACES
@ 9' 0"
14' 8.5"
1.96' (TYP.)
17.00'
2 SPACES @ 8' 6"
N
2.50'
3.35'
9.00'
8.25'
9.00'
8.25'
9.00'
7
7
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
CONSTRUCTION NOTES:
1. PROTECT EXISTING CONCRETE CURB (TYP.)
2. ACCESSIBLE PARKING SYMBOL IN ACCORDANCE WITH
CBC SECTION 11B-502.6 REQUIREMENTS
3. 4" WIDE WHITE PARKING STALL LINE
4. ACCESSIBLE PARKING AISLE WITH 4" WIDE BLUE
BORDER STRIPE AND 4" WIDE DIAGONAL BLUE
5. REMOVE AND REINSTALL EXISTING WHEEL STOPS
6. EXISTING SIDEWALK - PROTECT IN PLACE
7. NO PARKING SYMBOL IN ACCORDANCE WITH
CALTRANS STD A24E
NGN
NGN
SM
BN
1" = 10'
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B R I A N A .NELS
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DATE
MAY 2024
Page 715 of 888
SAN LUIS OBISPO
COUNTY YMCA
S
O
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STORAGE
CONTAINE
R
STORAGE
CONTAINE
RSTORAGE
CONTAINE
R
STORAGE
C
O
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STORAGE
CONTAIN
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R
STORAGE
C
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7
7
7
7
6
17
.
5
'
(
T
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P
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)
7
5.0'
37.3'
4 SPACES
@
9
'
-
4
"
9.0'6.0'
6.0'6.0'
9.12'8.88'9.25'7.10'10.43'
9.07'
8.93'
9.00'
6.0'12.68'9.06'36.00'
4 SPACES @ 9 '- 0"
36.67'
4 SPACES @ 9' - 2"
45.00'
5 SPACES @ 9' - 0"8.86'8.84'25.50'
3 SPACES @ 8' - 6"
9.89'
N
39.00'
4 SPACES @ 9 - 8"9.60'
11.37'
33.66'
4 SPACES
@
8
'
-
5
"
1
2
3
4
5
CITY SPECIFICATION NO.
DATE:
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
CONSTRUCTION NOTES:
1. PROTECT EXISTING CONCRETE CURB (TYP.)
2. ACCESSIBLE PARKING SYMBOL IN ACCORDANCE WITH
CBC SECTION 11B-502.6 REQUIREMENTS
3. 4" WIDE WHITE PARKING STALL LINE
4. ACCESSIBLE PARKING AISLE WITH 4" WIDE BLUE
BORDER STRIPE AND 4" WIDE DIAGONAL WHITE
5. REMOVE AND REINSTALL EXISTING WHEEL STOPS
6. EXISTING SIDEWALK - PROTECT IN PLACE
7. EXISTING TREE - PROTECT IN PLACE
8. NO PARKING SYMBOL IN ACCORDANCE WITH
CALTRANS STD A24E
NGN
NGN
SM
BN
1" = 20'
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MAY 2024
Page 716 of 888
smh
smh
INDUSTRIAL WAYsmh
smh
2
9
11
3
3
3
3
10
7
4
12
5
6
255'
30 SPACES @ 8' 6"
28'
7 SPACES @ 4' 0
205'
24 (TYP) SPACES @ 8' 6"
127.5'
15 SPACES @ 8' - 6'
12" WHITE
10 LF
"STOP" LEGEND
22 SQFT, TYP.
8.5' (TYP.)
18
.
0
0
'
4.0 '
4.17'
9.27'11.51'11.11'11.39'8.46'
8.46'8.50'9.01'11.12'
9.01'8.00'8.48'9.12'5.00'8.86'9.18'8.08'
119'
14 SPACES @ 8' - 6"
119'
14 SPACES @ 8' - 6"
34'
4 SPACES @ 8' - 6"
18.00' (TYP)
8.0'
N
8.5' (TYP.)
17
.
0
0
'
8.
5
0
'
102.00'
12 SPACES @ 8' 6"8.96'
11.71'
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
CONSTRUCTION NOTES:
1. REMOVE AND REINSTALL EXISTING
WHEEL STOPS
2. PROTECT EXISTING CONCRETE CURB
(TYP.)
3. PROTECT IN PLACE EXISTING PARKING
ISLANDS (TYP.)
4. PROTECT IN PLACE EXISTING LIGHTS
(TYP.)
5. ACCESSIBLE PARKING SYMBOL IN
ACCORDANCE WITH CBC SECTION
11B-502.6 REQUIREMENTS
6. ACCESSIBLE PARKING AISLE WITH 4" WIDE
BLUE BORDER STRIPE AND 4" WIDE
DIAGONAL WHITE
7. 4" WIDE WHITE PARKING STALL LINE
8. PROTECT IN PLACE EXISTING CONCRETE
PAD
9. 4" WIDE WHITE MOTORCYCLE PARKING
STALL LINE
10. EXISTING MANHOLE TO BE PROTECTED IN
PLACE
11. EXISTING CURB AND GUTTER TO BE
PROTECTED IN PLACE
12. EXISTING DRAINAGE DITCH TO BE
PROTECT IN PLACE
13. NO PARKING SYMBOL IN ACCORDANCE
WITH CALTRANS STD A24E
NGN
NGN
SM
BN
1" = 30'
2000615
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Page 717 of 888
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DETAIL 39A, 16 LF
DETAIL 82, 204 LF
RED CURB 50 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1, 17 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1, 17 LF
BIKE BUFFER PER DETAIL C,
SHEET D1, 27 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 52 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
17 LF
TYPE VII ARROW
27 SQFT, Typ.
YELLOW HI-VIS CROSSWALK 44 LF
DETAIL 24, 204 LF
BIKE BUFFER PER DETAIL C, SHEET D1, 30 LF
(5) ZICLA ZEBRA PER DETAIL B, SHEET D1
BIKE BUFFER PER
DETAIL C, SHEET D1
257 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
116 LF
DETAIL 22, 122 LF
12" WHITE 69 LF
(12) 36" YELLOW FLEX POSTS
12" WHITE 40 LF
RED CURB 6 LF
YELLOW HI-VIS CROSSWALK 86 LF
N
PROTECT IN PLACE
(E) DECORATIVE
CROSSWALK
REFUGE PER
DETAIL G, SHEET D2
SHARROW
11.5 SQFT, Typ.
DETAIL 39A
28 LF
BIKE ARROW 3.5 SQFT
BIKE RIDER 7 SQFT
12" WHITE 10 LF
REMOVE (E) SIGN POLE AND (E) SIGNS. REINSTALL (E) R1-1, (E) R1-3P, AND
(N) STREET NAME SIGNS SIGNS ON (N) 12' PUNCH POST IN SAME LOCATION
REMOVE (E) SR4-1(CA) AND INSTALL (N) W4-2 & R26(CA)
DETAIL 9
55 LF
BIKE BUFFER PER DETAIL
F, SHEET D2, 202 LF
R8'
INSTALL R4-1 SIGN ON
(N) 12' PUNCH POST
INSTALL
SR4-1(CA) ON
(E) PUNCH
POST
INSTALL R4-1
SIGN ON (N) 12'
PUNCH POST
INSTALL (N) STREET NAME SIGNS ON (E) PUNCH POST.
INSTALL R10-15(MOD) SIGN ON (N) PUNCH POST
BIKE BUFFER PER DETAIL F, SHEET D2, 102 LF
(9) ZICLA AND (3) FLEX POSTS
1'
10
'
10
'
3'
8'
9.
5
'
8'
13
.
5
'
1'
REFUGE PER
DETAIL G, SHEET D2
31
.
5
'
28
.
5
'
R9'
R10.5'
5'
6'
10'5.5'8'
8'5.5'
RED CURB 29.5 LF
RED CURB 64 LF
TYPE VI ARROW
40 SQFT, Typ.
DETAIL 38
50 LF
12 SIZE "STOP" LEGEND 11 SQFT, Typ.
DETAIL 38A 17 LF
12 SIZE TYPE IV ARROW 7.5 SQFT
INSTALL W9-1
SIGN ON (N) 12'
PUNCH POST
11
'
11
'
4'
8'
3'
10
'
5'
8'
3'
8'
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1, 20 LF
1" = 30'
60300 C I V I L
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APPROVED BY:
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T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
MAY 2024
Page 718 of 888
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0
SE
E
MA
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C
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I
N
E
SH
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S
5
8
HI-VIS CROSSWALK 81 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
DETAIL 22
95 LF
DETAIL 27B
32 LF
10' O.C.
INSTALL RRFB SYSTEM WITH W11-2
and W16-7P SIGNS BACK TO BACK
REMOVE (E) SR4-1, INSTALL RRFB
SYSTEM WITH W11-2 and W16-7P SIGNS
BACK TO BACK ON LUMINAIRE POLE
INSTALL RRFB SYSTEM WITH
W11-2 and W16-7P SIGNS
RELOCATE BUS STOP SIGN
TO NEXT BLOCK SOUTH
INSTALL R1-5 SIGN ON
(N) 12' PUNCH POST
INSTALL W11-2 and W16-9P
SIGNS ON (N) 12' PUNCH POST
INSTALL R6-1(R) SIGN
ON (N) 12' PUNCH POST
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
42 LF
CASE 3 BIKE
LANE PER
DETAIL D,
SHEET D1
52 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1 52 LF
(2) WHITE FLEX POSTS
AND (3) ZICLA ZEBRA PER
DETAIL F, SHEET D2
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1, 57 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1 56 LF
(2) WHITE FLEX
POSTS AND (3)
ZICLA ZEBRA PER
DETAIL F, SHEET D2
N
YIELD LINE 6Δ
RED CURB 17 LF
DETAIL 24
332 LF
DETAIL 24
331 LF
DETAIL 22, 34 LF
(4) 36" YELLOW
FLEX POSTS BIKE BUFFER PER DETAIL C,
SHEET D1, 72 LF
BIKE BUFFER PER DETAIL C,
SHEET D1, 115 LF
BIKE BUFFER PER
DETAIL F, SHEET D2
181 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
207 LF
BIKE BUFFER PER
DETAIL F, SHEET D2
135 LF
R8'
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 30 LF
INSTALL R3-5(R)
SIGN ON (E)
PUNCH POST
RED CURB 13 LF
INSTALL SR4-1(CA)
SIGN ON (N) 12'
PUNCH POST
8'
10
.
5
'
10
'
3'
8'
11
'
10
'
2.
5
'
10
'
1'
BIKE BUFFER PER
DETAIL C, SHEET D1
294 LF
HI-VIS CROSSWALK
27 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
42 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
116 LF
1'
10
'
2.
5
'
INSTALL
R2-1(35) SIGN
ON (E) PUNCH
POST
HI-VIS CROSSWALK
37 LF
(3) WHITE FLEX POSTS
(2) ZICLA ZEBRA PER DETAIL B, SHEET D1
REFUGE
PER
DETAIL G,
SHEET D2
3'
10
'
5'
8'
3'
8.
5
'
3'
1" = 30'
60300
C I V I L
BR IA N A . NEL
S
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No. C 79870
63
2000615
DATE
BN
WBH
KH
NGN
RO
A
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W
A
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S
E
A
L
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2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
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L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
MAY 2024
Page 719 of 888
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SE
E
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E
SH
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S
5
9
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LFCASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 50 LF
RED CURB 141 LF
RELOCATED BUS
STOP SIGN
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 57 LF
CASE 1 BIKE LANE PER DETAIL
D, SHEET D1 54 LF
(2) WHITE FLEX POSTS AND (3)
ZICLA ZEBRA PER DETAIL F,
SHEET D2
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 52 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1 56 LF
(2) WHITE FLEX POSTS AND
(3) ZICLA ZEBRA PER DETAIL F, SHEET D2
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
74 LF
N
RED CURB 41 LF
DETAIL 22
23 LF
DETAIL 24
260 LF DETAIL 24, 260 LF
DETAIL 22
12 LF
RED CURB
56 LF
RED CURB 104 LF
TYPE IV ARROW
15 SQFT, Typ.
YIELD LINE
15 Δ
DETAIL 22, 107 LF
DETAIL 27B, 54 LF
(4) 36" YELLOW FLEX POSTSBIKE BUFFER PER
DETAIL F, SHEET D2
13 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
30 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
115 LF INSTALL STREET NAME SIGNS ON (E) PUNCH POST
9.
5
'
8'
10
'
1.
5
'
8'
11
'
10
'
1'
2.
5
'
10
'
7.
5
'
3'
8'
5'
10
'
3'
BIKE BUFFER PER
DETAIL F, SHEET D2
105 LF
BIKE BUFFER PER DETAIL F, SHEET D2, 108 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
152 LF
1'
10
'2'
15
'
8'
12
'
1" = 30'
60300
C I V I L
BR IA N A . NEL
S
O
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No. C 79870
64
2000615
DATE
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
MAY 2024
Page 720 of 888
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0
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E
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SH
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S
6
2
HI-VIS CROSSWALK 48 LF
ADJUST SPACING SUCH THAT
SPACES BETWEEN MARKING MUST
BE PLACED IN WHEEL TRACKS
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1, 23 LF
INSTALL R3-5(R) SIGN ON
(E) PUNCH POST
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 57 LF
CASE 3 BIKE LANE
PER DETAIL D,
SHEET D1 62 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 37 LF
N
DETAIL 24, 271 LFDETAIL 24, 268 LF
DETAIL 22, 72 LF
(3) 36" YELLOW FLEX POSTS
(2) ZICLA ZEBRAS PER
DETAIL B, SHEET D1
DETAIL 24
192 LFDETAIL 24
188 LF
TYPE IV ARROW
15 SQFT, Typ.RED CURB 37 LF
BIKE BUFFER PER
DETAIL F, SHEET D2
276 LFBIKE BUFFER PER DETAIL
C, SHEET D1, 96 LF
(2) ZICLA ZEBRA PER
DETAIL B, SHEET D1
(1) 36" WHITE FLEX POST
BIKE BUFFER PER
DETAIL C, SHEET D1
162 LF
"ONLY" LEGEND
22 SQFT
3'
DETAIL 38
45 LF
10
'
6'
12
'
TYPE I 10' ARROW
14 SQFT
BIKE BUFFER PER DETAIL C,
SHEET D1 85 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 42 LF
12" WHITE 73 LF
(4) 36" WHITE
FLEX POSTS
12" WHITE 29 LF
(1) 36" WHITE
FLEX POST
8.
5
'
12
.
5
'
11
.
5
'
8'
BIKE BUFFER PER
DETAIL F, SHEET D2
285 LF
INSTALL R3-7R ON
(N) 12' PUNCH POST
INSTALL R4-4 ON
(N) 12' PUNCH POST
1'
10
'
10
'
14
'
8'
BIKE BUFFER PER
DETAIL C, SHEET D1
243 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
65 LF
10
'
9.
5
'
2'
10
'
5'
8'
3'
8'
1'
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1 51 LF
(2) WHITE FLEX POSTS AND
(3) ZICLA ZEBRA PER DETAIL
F, SHEET D2
CASE 1 BIKE LANE PER DETAIL D, SHEET D1, 20 LF
1" = 30'
60300 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
65
2000615
DATE
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
MAY 2024
Page 721 of 888
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6
3
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
6
1
HI-VIS CROSSWALK 25 LF
ADJUST SPACING SUCH
THAT SPACES BETWEEN
MARKING MUST BE PLACED
IN WHEEL TRACKS
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 77 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1 100 LFCASE 3 BIKE LANE
PER DETAIL D,
SHEET D1 47 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1 42 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
53 LF
DETAIL 22
22 LF
DETAIL 24
120 LFDETAIL 24, 117 LF
RED CURB 99 LF
PROTECT
IN PLACE
TYPE IV ARROW
15 SQFT, Typ.
HI-VIS CROSSWALK 30 LF
12" WHITE
33 LF
DETAIL 38, 39 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
64 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
32 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
60 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
148 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
256 LFRED CURB 123 LF
14
'
10
'
3'
11
'
9'
14
'
8'
3'
7.
5
'
3'
8'
3'
10
'
3'
10
'
2.
5
'
10
'
3'
8'
3'
8'
RED CURB
30 LF
3'
11
'
11
'
2'
9'
8'
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1, 100 LF
10
.
5
'
8'
2'
12
'
10
'
7'
12" WHITE
30 LF
TYPE I 10' ARROW
14 SQFT
1" = 30'
60300 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
66
2000615
DATE
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
USE CAUTION WHEN REMOVING (E) STRIPING
TO PROTECT IN PLACE (E) TRAFFIC SIGNAL
LOOP DETECTORS
MAY 2024
Page 722 of 888
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
6
4
SE
E MA
T
C
H
L
I
N
E
SH
E
E
T
S
6
2
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
67 LF
N
TYPE IV ARROW
15 SQFT, Typ.
(4) 36"
WHITE
FLEX
POSTS
DETAIL 24
398 LF
DETAIL 24
405 LF
DETAIL 29
83 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
444 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
457 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
294 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
349 LF
10
'
2.5
'
10
'
3'
8'
3'
8'
8
'
3
'
8
'
3
'
1
0
'
3
'
4
'
1
0
'
3
'
8
'
3
'
8
'
RED CURB 4 LF
RED CURB 4 LF
RED CURB
16 LF
RED CURB 3 LF
RED CURB 3 LF
RED CURB 3 LF
RED CURB 5 LF
RED CURB 5 LF
(2) YELLOW FLEX POSTS
INSTALL OM2-1V SIGN ON (N) 12'
PUNCH POST ON MEDIAN NOSE
(3) 36"
WHITE
FLEX
POSTS
1
0
3
'
4
'
1
0
'
3
'
8
'
3
'
8
'
1" = 30'
60300 C I V I L
BRI A N A . NEL
S
O
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No. C 79870
67
2000615
DATE
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
MAY 2024
Page 723 of 888
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MA
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6
5
SE
E
MA
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C
H
L
I
N
E
SH
E
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T
S
6
3
RED CURB
58 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1, 17 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
124 LFCASE 3 BIKE LANE PER
DETAIL D, SHEET D1
37 LF
CASE 2 BIKE LANE
PER DETAIL D,
SHEET D1 160 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
N
DETAIL 22
115 LF
TYPE IV ARROW
15 SQFT, Typ.
RED CURB
20 LF
RED CURB 25 LF
DETAIL 22
43 LF
DETAIL 27B
16 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
105 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
63 LF
8'
13
'
10
'
3.
5
'
11
.
5
'
8'
11
'
30.5'
BIKE BUFFER PER
DETAIL C, SHEET D1
30 LF
8'
3'
8'
3'
10
'
3'
4'
10
'
3'
8'
3'
8'
1" = 30'
60300 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
68
2000615
DATE
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
MAY 2024
Page 724 of 888
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
6
4
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
2
8
REMOVE (E) STRIPING
12" WHITE, 11 LF
DETAIL 22, 10 LF
12" WHITE 16 LF
CASE 2 BIKE LANE
PER DETAIL D,
SHEET D1 64 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1, 17 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1 40 LF
N
TYPE IV ARROW
15 SQFT, Typ.
HI-VIS CROSSWALK 49 LF
DETAIL 38
61 LF
12" WHITE 11 LF
12" WHITE 22 LF
12" WHITE 14 LF
12" WHITE
21 LF
12" WHITE
12 LF
DETAIL 38
56 LF
HI-VIS CROSSWALK
63 LF
HI-VIS CROSSWALK
87 LF
GREENBACK
SHARROW
11.5 SQFT, Typ.
TYPE VII ARROW
27 SQFT
RED CURB
63 LFDETAIL 24
209 LF
RED CURB
47 LF
DETAIL 24
209 LF
DETAIL 29
59 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
103 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
60 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
233 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
239 LF
REMOVE (E) STRIPING
DETAIL 22, 10 LF
DETAIL 27B, 45 LF
2.
5
'
10
'
3'
8'
3'
8'
8'
22
'
12
'
11
.
5
'
INSTALL R61-5(CA)
SIGN ON (E)
LUMINAIRE POLE
INSTALL R61-5(CA)
SIGN ON (N) 12'
PUNCH POST
INSTALL R81(CA) AND
R81A(CA) SIGNS ON
(N) PUNCH POST
2'
10
'
3'
8'
3'
8'
2'
2'
9'
TRUNCATED DOMES PER CITY STD 4440 & CALTRANS STDA88
BUFFER PER DETAIL F,
SHEET D1 29 LF
R5'
HI-VIS
CROSSWALK
33 LF
HI-VIS
CROSSWALK
45 LF
DETAIL 22, 14 LF
(3) WHITE FLEX POSTS
(2) ZICLA ZEBRA PER
DETAIL B, SHEET D1
1" = 30'
60300 C I V I L
BRI A N A . NEL
S
O
N
No. C 79870
69
2000615
DATE
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
NOTES
REMOVE CONFLICTING (E) STRIPING
FOR ANY CONFLICT WITH BASE BID STRIPING,
ADD. ALT. A STRIPING PREVAILS
S
BI
D
A
L
T
.
A
.
G
R
A
N
D
USE CAUTION WHEN REMOVING (E) STRIPING
TO PROTECT IN PLACE (E) TRAFFIC SIGNAL
LOOP DETECTORS
MAY 2024
Page 725 of 888
Page 726 of 888
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Roadway Sealing 2024
Specification No. 2000615
MAY 2024
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Page 727 of 888
Roadway Sealing 2024
Specification No. 2000615
Approval Date: May 21, 2024
<<Signature Date>>
Page 728 of 888
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I
BID SUBMISSION ...................................................................................................................................... I
BID DOCUMENTS .................................................................................................................................... II
PROJECT INFORMATION ........................................................................................................................ II
QUALIFICATIONS .................................................................................................................................... III
AWARD .................................................................................................................................................... IV
ACCOMMODATION .................................................................................................................................. V
BID FORMS .................................................................................................................... A
BID ITEM LIST FOR ROADWAY SEALING 2024, SPECIFICATION NO. 2000615 ................................ A
LIST OF SUBCONTRACTORS ................................................................................................................. F
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. G
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... G
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. G
LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... G
NON-COLLUSION DECLARATION ........................................................................................................... I
BIDDER ACKNOWLEDGEMENTS ........................................................................................................... J
QUALIFICATIONS ..................................................................................................................................... K
ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. L
SPECIAL PROVISIONS .................................................................................................. 1
DIVISION I GENERAL PROVISIONS ....................................................................................................... 1
1 GENERAL ........................................................................................................................................... 1
3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1
4 SCOPE OF WORK ............................................................................................................................. 2
5 CONTROL OF WORK ........................................................................................................................ 2
6 CONTROL OF MATERIALS ............................................................................................................... 3
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 3
8 PROSECUTION AND PROGRESS ................................................................................................... 5
DIVISION II GENERAL CONSTRUCTION ............................................................................................... 5
12 TEMPORARY TRAFFIC ONTROL ................................................................................................... 5
13 WATER POLLUTION CONTROL ..................................................................................................... 6
15 EXISTING FACILITIES ..................................................................................................................... 6
DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 6
37 BITUMINOUS SEALS ....................................................................................................................... 6
DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 8
77 LOCAL INFRASTRUCTURE ............................................................................................................ 8
DIVISION IX TRAFFIC CONTROL DEVICES ........................................................................................... 8
Page 729 of 888
84 MARKINGS ....................................................................................................................................... 8
DIVISION X ELECTRICAL WORK ............................................................................................................ 9
86 ELECTRICAL SYSTEMS ................................................................................................................. 9
DIVISION XIII APPENDICES .................................................................................................................... 9
ADD SECTION 100 APPENDICES ....................................................................................................... 9
APPENDIX A - FORM OF AGREEMENT .........................................................................
APPENDIX B – CALTRANS ENCROACHMENT PERMIT ................................................
APPENDIX C - SCHOOL ZONES .....................................................................................
APPENDIX D - SEALMASTER COLOR ............................................................................
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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 June 20, 2024
at which time they will be publicly opened and read aloud. Public bid opening may also
be viewed via Microsoft Teams video conference and conference call. Use the following
link:
https://teams.microsoft.com/l/meetup-
join/19%3ameeting_YTIyMGYyYWEtMTExYS00NTkxLWJlYWEtOTEwNGQxNzI3ODQ
w%40thread.v2/0?context=%7b%22Tid%22%3a%22a78b182d-94e4-4507-a9a9-
330dcb148164%22%2c%22Oid%22%3a%22eec32d58-d6a8-4d68-8923-
9cce58e6b2a9%22%7d
or join by phone with this number: (209) 645-4165 with Conference ID:950 007 038#
Submit bid in a sealed envelope plainly marked:
ROADWAY SEALING 2024, SPECIFICATION NO. 2000615
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.
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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.
All questions must be submitted through Bidsync and if the City determines that a
response is required, the City will post an addendum on Bidsync. Contact the project
manager, Nathan Garcia Nava at (805) 783-7865 or the Public Works Department at
(805) 781-7200 prior to bid opening to verify the number of addenda issued.
PROJECT INFORMATION
In general, the project consist of applying slurry seal, striping, pavement markings, and
signage to pavement areas 1 & 8 and various other streets and parking lots as identified
in the project plans.
The project estimated construction cost and contract time established for the project is as
follows:
BASE BID: $5,100,000 60 working days
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iii
ADDITIVE ALTERNATIVE “A”: $300,000 15 working days
TOTAL PROJECT BID (BASE BID + ADD ALT. “A”): $5,400,000
The fixed liquidated damages amount is established at $1,000 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 reference projects must have been completed under contract with
a city, county, state or federal government agency as the prime contractor.
All of the 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.
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
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NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
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.
AWARD
The lowest bidder will be determined in compliance with Public Contract Code Section
20103.8(c) with the Publicly Disclosed Funding Amount of $5,400,000 using either:
• TOTAL PROJECT BID, if bid for the Base Bid + Add. Alt. “A” is less than
$5,400,000 or
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v
• BASE BID, if Base Bid is less than $5,400,000 and Base Bid + Add Alt “A” is greater
than $5,400,000
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 Ellen
Boyle (805) 781-7274 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 735 of 888
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:
1. materials
2. labor
to complete all the required work satisfactorily in compliance with
3. plans
4. specifications
5. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR ROADWAY SEALING 2024, SPECIFICATION NO. 2000615
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 452,647
2 84 4" WHITE /BLUE/YELLOW LF 8,361
3 84 8" WHITE LF 1,564
4 84 12" YELLOW/WHITE LF 10,179
5 84 24" YELLOW/WHITE LF 2,958
6 84 DETAIL 2 LF 8,613
7 84 DETAIL 9 LF 566
8 84 DETAIL 22 LF 20,377
9 84 DETAIL 24 LF 578
10 84 DETAIL 27B LF 30,410
11 84 DETAIL 29 LF 1,069
12 84 DETAIL 32 LF 4,143
13 84 DETAIL 38 LF 1,032
14 84 DETAIL 39 LF 4,060
15 84 DETAIL 39A LF 756
16 84 DETAIL 40 LF 29
17 84 DETAIL 41 LF 200
Page 736 of 888
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B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
18 84 DETAIL CH9 F9C-2 LF 1,182
19 84 BOTS DOTS EA 68
20 82 ROUND FLEX POSTS EA 106
21 84 WHITE/BLUE PARKING L OR T EA 55
22 84 ADA NO PARKING EA 10
23 84 ADA ISA SYMBOL EA 20
24 84 BLUE/RED CURB PAINT LF 4,875
25 39 HMA DIKE LF 172
26 15
REMOVE AND RE-INSTALL
EXISTING WHEEL STOP PER
ENG. STD 2260
EA 42
27 15 EDGE GRIND LF 2,116
28 84 CONCRETE MEDIAN SQFT 842
29 84 GREEN BIKE LANE CASE 1 LF 793
30 84 GREEN BIKE LANE CASE 2 LF 1,433
31 84 GREEN BIKE LANE CASE 3 LF 1,255
32 84 BIKE BUFFER LF 10,359
33 86
RRFB SYSTEM - JOHNSON AVE
AND SYDNEY ST LS 1
34(S) 86
RRFB SYSTEM - MARSH ST
AND TORO ST (NORTHEAST
CORNER)
LS 1
35(S) 86
RRFB SYSTEM - MARSH ST
AND TORO ST (NORTHWEST
CORNER)
LS 1
36(S) 82
REMOVE (E) POST BY CORING
AND PATCHING EA 3
37 82 INSTALL (N) 12' PUNCH POST EA 66
38 82 INSTALL (N) 14' PUNCH POST EA 2
39 82 BIKE LANE ENDS SIGN EA 1
40 82 GREENWAY SIGN (ISLAY) EA 2
41 82 GREENWAY SIGN (MILL) EA 4
42 82 GREENWAY SIGN (TORO) EA 7
43 82 MODIFIED R61-36 SIGN EA 1
44 82 OM1-3 OBJECT MARKER EA 4
45 82 R1-1 SIGN EA 21
46 82 R1-3P SIGN EA 9
47 82 R4-7 SIGN EA 3
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C
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
48 82 R6-5 SIGN EA 2
49 82 R7-9 SIGN EA 2
50 82 R26 SIGN EA 3
51 82 R81(CA) SIGN EA 1
52 82 R99 & 99B SIGNS EA 2
53 82 W11-15 SIGN EA 3
54 82 W16-7P SIGN EA 3
55 82 W17-1 SIGN EA 4
56 82 W84(CA) SIGN EA 16
57 73
REMOVE (E) TRUNCATED
DOMES AND REPLACE WITH
NEW TRUNCATED DOMES
SQFT 29
58 39 SPEED HUMP EA 4
59 39 SPEED CUSHION (MILL) EA 2
60 82
RETROREFLECTIVE MARKER
TYPE D EA 10
61 84 BLUE HYDRANT MARKERS PER
CITY STD 7920 EA 298
62 84 GREENBACK SHARROW EA 45
63 84
YELLOW/WHITE/BLUE
PAVEMENT
MARKING/LEGENDS (ARROWS,
WORDS, SYMBOLS, ETC)
SQFT 10,232 ---
64 13
STREET SWEEPING IN SLURRY
AREAS (1 DAY) LS 1 ---
65 13
STREET SWEEPING IN SLURRY
AREAS (30 DAYS) LS 1 ---
66
7,
12
TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 ---
67 73 CONSTRUCTION SURVEY LS 1 ---
68 7
COMPLY WITH NIGHT WORK
PERMIT LS 1 ---
69 3
COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1 ---
70 20 TREE TRIMMING LS 1 ---
71 12
TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1 ---
Base Bid $
72 84 TRAFFIC PAINT - 12" WHITE LF 1,325
73 84 TRAFFIC PAINT -12" YELLOW LF 354
74 84 TRAFFIC PAINT - 24" WHITE LF 1,019
Page 738 of 888
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D
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
75 84 TRAFFIC PAINT - 24" YELLOW LF 250
76 84 TRAFFIC PAINT - DETAIL 9 LF 55
77 TRAFFIC PAINT - DETAIL 22 LF 864
78 TRAFFIC PAINT - DETAIL 24 LF 3890
79 TRAFFIC PAINT - DETAIL 27B LF 100
80 84 TRAFFIC PAINT - DETAIL 29 LF 74
81 84 TRAFFIC PAINT - DETAIL 38 LF 273
82 84 TRAFFIC PAINT - DETAIL 38A LF 17
83 84 TRAFFIC PAINT - DETAIL 39 LF 1,117
84 84 TRAFFIC PAINT - DETAIL 39A LF 44
85 84
ZICLA ZEBRA CYCLE TRACK
LANE SEPARATORS EA 160
86 84 ROUND FLEX POSTS EA 126
87 82 RED CURB PAINT LF 1072
88 84 TRAFFIC PAINT - GREEN BIKE
LANE CASE 1 LF 714
89 84
TRAFFIC PAINT - GREEN BIKE
LANE CASE 2 LF 876
90 84
TRAFFIC PAINT - GREEN BIKE
LANE CASE 3 LF 849
91 84 BIKE BUFFER LF 6,611
92 (S) 84
RRFB SYSTEM - GRAND &
MCCOLLUM NORTHBOUND LS 1
93 (S) 86
RRFB SYSTEM - GRAND &
MCCOLLUM SOUTHBOUND LS 1
94 (S)
86
RRFB SYSTEM - GRAND &
MCCOLLUM CONCRETE
MEDIAN
LS 1
95 (S) 86
REMOVE (E) POST BY CORING
AND PATCHING EA 1
96 82 INSTALL (N) 12' PUNCH POST EA 16
97 82 OM2-1V OBJECT MARKER EA 1
98 82 R1-5 SIGN EA 1
99 82 R3-5 R SIGN EA 4
100 82 R6-1 R SIGN EA 1
101 82 W11-2 SIGN EA 3
102 82 W16-9P SIGN EA 1
103 82 R1-5 SIGN EA 1
104 82 R2-1 (35) SIGN EA 2
105 82 R3-7 SIGN EA 1
106 82 R4-1 SIGN EA 2
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E
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
107 82 R4-4 SIGN EA 1
108 82 R6-1 R SIGN EA 1
109 82 R10-15 MOD EA 1
110 82 R26 SIGN EA 1
111 82 R61-5 SIGN EA 1
112 82 R81(CA) SIGN EA 5
113 82 R81A SIGN EA 5
114 82 SR4-1 SIGN EA 1
115 82 W4-2 SIGN EA 4
116 82 W9-1 SIGN EA 1
117 82 W11-2 SIGN EA 3
118 82 W16-9P SIGN EA 1
119 82 STREET NAME SIGNS EA 6
120 73 TRUNCATED DOMES SQFT 49
121 82
BLUE HYDRANT MARKERS PER
CITY STD 7920 EA 9
122 84
TRAFFIC PAINT - GREENBACK
SHARROW EA 3
123 84
TRAFFIC PAINT - PAVEMENT
MARKINGS/ LEGENDS SQFT 1,041
124 84
TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1
125
7,
12
COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1
Alternative Bid Total $
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.
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F
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.
Page 741 of 888
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G
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
Page 742 of 888
BID FORMS
BID FORMS
H
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.
Page 743 of 888
BID FORMS
BID FORMS
I
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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J
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
Page 745 of 888
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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 □
Page 746 of 888
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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
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 2024 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
3 CONTRACT AWARD AND EXECUTION
Replace the 1st and 2nd paragraph in Section 3-1.18 CONTRACT EXECUTION with:
Upon notification of project award, return:
1. executed contract
2. insurance
3. contract bonds
within five business days after the bidder receives the contract.
Add Section 3-1.18B CONTRACT EXECUTION, Caltrans Encroachment Permit with:
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.
Add Section 3-1.18C CONTRACT EXECUTION, Building Permit with:
The contractor must obtain a no-fee building permit from the Community Development
Department. All requirements of the building permit shall be applied to the project. The
contractor is responsible for coordinating inspection with the building division for the
project. Request for inspection must be scheduled 72 hours in advanced of the required
inspection.
Prior to project construction, the Contractor must completely fill out the Construction &
Demolition Recycling Plan and Disposal Report, found on the City’s Construction &
Demolition Recycling Program website to obtain a Building Permit. The Construction &
Demolition Recycling Plan and Disposal Report must be turned into Utilities Department
located at 879 Morro Street, San Luis Obispo, CA 93401 for review and approval.
Upon completion of the project, the Contractor must submit waste receipts and final
permit, see page 2 of the Construction & Demolition Recycling Plan and Disposal Report,
to 879 Morro for sign off.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 3, 7, 10, 12, 13, 15, 20, 37, 39, 73, 82, 84 and 96
for general, material, construction, and payment specifics.
5 CONTROL OF WORK
Add to Section 5-120B(5) COORDINATION WITH OTHER ENTITIES, Permits,
Licenses, Agreements, and Certifications - Comply with Local, State and Federal
Regulations:
The City applied for and received a pending encroachment permit (Permit No.) from the
State of California, Department of Transportation for work within and affecting Caltrans
public right of way. The Contractor is required to obtain and pull the pending permit,
comply with all conditions, and pay all associated fees. A copy of the pending permit is
included in Appendix B.
Parking Lots are to maintain 20% capacity at all times during the duration of work unless
previously discussed and approved by the Engineer. Prior to the sealing of any parking
lot, contractor must post signage informing the public about upcoming sealing work. All
signage must be submitted to the Engineer for review prior to posting.
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3
redirecting traffic to the available spots or area open. Parking lots must not be closed
not to remain closed for longer than
6 CONTROL OF MATERIALS
Add to Section 6-2.03 DEPARTMENT ACCEPTANCE:
The Engineer will furnish Sale 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 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.
sale Tax signs are stored at the City’s corporation Yard at Prado Road. The contractor
is responsible to load and transport from City Corporation Yard to job site and return them
when the project is completed under direction of project inspector.
Water to be used in the slurry seal emulsion must be potable water. The City will provide
a hydrant location for the slurry mix. The Contractor will be responsible to pay for the
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 restricted to 7:00 a.m. to 4:00 p.m.
(Monday through Friday) on all 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.
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 15th, 2024.
If these streets within school zones are not completed before school is back in session
on August 15th, 2024, 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 at
no additional cost to the City.
When school is in session, work hours within school zones are limited to 9:00 a.m. to 3:00
p.m. (Tuesday through Friday) and 9:30 a.m. to 3:00 p.m. on Mondays. Working hours
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along Johnson Street when school is in session are 9:00 a.m. to 3:00 p.m. (Tuesday
through Friday) and 10:30 a.m. to 3:00 p.m. on Mondays
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
2 weeks prior to the start of construction and be maintained throughout the duration of
the project. Locations must be approved by the Engineer prior to the installation of the
CMS and location must be included in the submitted Traffic Control Plan. CMS will be
relocated as needed at the direction of 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. It is the contractor’s
responsibility to keep track of night work expiration date. Request to extend the night work
permit must be submitted to the Engineer at least three weeks prior to permit expiration
date.
Night work is defined as work between the hours of 7:00 P.M. and 7:00 A.M (Sunday
through Thursday). Night work will not be allowed on Friday or Saturday. 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.
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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.
Add to Section 8-1.04B START OF JOB SITE ACTIVITIES, Standard Start:
Contract time will start on the second Monday after preconstruction meeting.
DIVISION II GENERAL CONSTRUCTION
12 TEMPORARY TRAFFIC ONTROL
Replace Section 12-6.03D(1) TEMPORARY TRAFFIC STRIPE, PAVEMENT
MARKING AND PAVEMENT MAKRERS, General with:
After existing traffic stripes and pavement markings have been removed, temporary
stripping and pavement markings must be installed to match proposed lane configuration
and remain in place until slurry operations have begun. Temporary striping tabs may be
used in low traffic areas with the approval of the Engineer.
Temporary striping and pavement markings must be installed to match proposed lane
configuration after the application of slurry sealing and must remain in place until final
striping can be completed. Temporary striping tabs may be used in low traffic areas with
the approval of the Engineer.
Replace Section 12-6.04 PAYMENT with:
The lump sum price paid for “Temporary Striping and Pavement Markings” include
payment for the following:
• Temporary stripping and pavement markings to match proposed lane configuration
after existing traffic stripes and pavement markings have been removed.
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• Temporary striping and pavement markings to match proposed lane configuration
after the application of slurry sealing.
• Removal of traffic stripes and pavement markings
13 WATER POLLUTION CONTROL
Add to Section 13-7.02C STREET SWEEPING, Construction with:
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.
Add to Section 13-7.02D STREET SWEEPING, Payment with:
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 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.
Micro-milling machines shall:
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 Grind shall include full compensation for furnishing all labor,
materials, tools, equipment, personnel, and incidentals, and for doing all the work involved
with edge grinds and no additional compensation therefor.
DIVISION V SURFACINGS AND PAVEMENTS
37 BITUMINOUS SEALS
Add to Section 37-3.02A MATERIALS, General with:
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Slurry seal must be Type II. Use Polymer Modified Asphaltic Emulsion with 2% latex
additive.
Add to Section 37-3.03A CONSTRUCTION, General with:
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) PLACING, Surface Preparation, General with:
Roll all seal material with a pneumatic tire roller, a minimum of four (4) 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.
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.
Roll all seal material with a pneumatic tire roller, a minimum of four (4) coverages, prior
to allowing foot traffic on the surfaced pathways. After placement of seal material,
surfaced pathway 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.
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.
Failure to roll any of the streets sealed for a given day, will result in a $1,000 Liquidated
Damage penalty for that day and will not be prorated.
Add to Section 37-3.03(D)(4)(b) CONSTUCTION, Placing, Placement, Slurry Seal
with:
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 pounds of dry aggregate per square
yard:
Slurry Seal Type Location Spread Rate
Type II Full Lane Width 14+/-1
Notes:
1. For slurry over asphalt concrete pavement
During slurry sealing operations, You are responsible for:
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8
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 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.
DIVISION VIII MISCELLANEOUS CONSTRUCTION
77 LOCAL INFRASTRUCTURE
Add to Section 77-1.01 EXCAVATIONS 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 with:
Traffic striping to be applied shall be per Caltrans Standard Plans 2015. See section 84-
2.04 of the City Standard Specifications for payment of traffic striping. Contractor shall
install temporary reflective tape to crosswalks near schools and for marking in speed
bumps prior to opening traffic.
New crosswalk markings shall not be installed until all crosswalk warning signage are
installed. 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:
Preformed thermoplastic will not be allowed.
All striping requiring pavement markers (i.e. Detail 9, Detail 37B, etc.) on one-way streets
shall be Type RED-CLEAR RETROREFLECTIVE per Caltrans Standard Plans 2015
Add to Section 84-2.04 Payment with:
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.
Details containing white pavement markings and green pavement paint (left turn bike box,
greenback sharrow, greenback chevron, etc.) will be paid per detail and no additional
compensations will be allowed.
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Green bike lane markings (Case 1, 2, & 3) paid by the linear foot include bike lane symbol,
green paint, white markings and striping and no additional compensation will be allowed.
Add Section 84-6 BIKE LANE MARKINGS
Add Section 84-6.01 Bike Lane Coatings:
Bike lane coating must be SealMaster Color safe (Appendix D) or approved equal at all
locations except for Grand Street ( Sheets S61 – S69) where green traffic-rated paint
shall be used. Prior to installation of green bike lane coating, the contractor shall submit
a color sample and manufacturer specifications to the City for approval.
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.
Add Section 84-6.04 Payment:
Payment must comply with Section 84-2.04
Replace Section 84-9.04 Payment with:
Full compensation for work specified in Section 84 and applicable Engineering Standards
is included in the payment of other bid items unless a bid item of work is shown on the
Bid item list.
DIVISION X ELECTRICAL WORK
86 ELECTRICAL SYSTEMS
As shown on the bid item list, installation of the Rapid Rectangular Flashing Beacon
system will be paid per the limits shown on the plans at each intersection. The lump sum
unit price includes furnishing and installation of all equipment needed for intended
operation of beacon system. Unit costs include all work shown on the plans, as specified
in the Standard Specifications and these Special Provisions. Unless otherwise indicated
on plans, each beacon system includes, but is not limited to:
1. Solar engine kit
2. Beacon light bars
3. Battery system
4. Pushbuttons
5. Pushbutton frame and sign placards
6. Mounting hardware
7. Electrical conductors/wiring
Punch posts and signage to be installed at each beacon location are included as
individual bid items.
DIVISION XIII APPENDICES
ADD SECTION 100 APPENDICES
Add SECTION 100-1.01 GENERAL
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Refer to APPENDIX A: Form of Agreement
Refer to APPENDIX B: Caltrans Encroachment Permit
Refer to APPENDIX C: School Zones
Refer to APPENDIX D: Bike Lane Coating
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APPENDIX
APPENDIX
0
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
APPENDIX
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 C - LOCATION MAP
APPENDIX
4
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PUBLIC WORKS DEPARTMENT
919 Palm Street, San Luis Obispo, CA 93401
Roadway Sealing 2024
Location Map
N
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APPENDIX
4
APPENDIX C - SCHOOL ZONES
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APPENDIX
APPENDIX
5
APPENDIX D - SEALMASTER COLOR
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