HomeMy WebLinkAboutItem 7a. Approve the Naming of the Cerro San Luis Neighborhood Greenway and Authorize Staff to Advertise the Project for Bids, Specification No. 1000036 Item 7a
Department: Public Works
Cost Center: 5010
For Agenda of: 7/19/2022
Placement: Business
Estimated Time: 30 minutes
FROM: Matt Horn, Public Works Director
Prepared By: Jennifer Rice, Transportation Planner/Engineer III
SUBJECT: APPROVE THE NAMING OF THE CERRO SAN LUIS NEIGHBORHOOD
GREENWAY AND AUTHORIZE STAFF TO ADVERTISE THE PROJECT
FOR BIDS, SPECIFICATION NO. 1000036
RECOMMENDATION
1. Approve the renaming of the former Anholm Neighborhood Greenway to the Cerro
San Luis Neighborhood Greenway; and
2. Approve the project plans and specifications for the approved Cerro San Luis
Greenway, Specification Number 1000036; and
3. Authorize staff to advertise for bids; and
4. 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 $3,375,000; and
5. Authorize the City Engineer to approve Contract Change Orders in excess of
$200,000 and up to the available project budget; and
6. Adopt a Resolution entitled, “A Resolution of the City Council of the City of San
Luis Obispo, California, renaming the ‘Anholm Neighborhood Greenway’ to the
’Cerro San Luis Neighborhood Greenway’”; and
7. Approve sole source purchases for a decorative art fence and mural and authorize
the Public Works Director to award contracts related to design and installation of
the public art features up to the available project budget ; and
8. Adopt a Resolution entitled, “A Resolution of the City Council of the City of San
Luis Obispo, California, authorizing use of Capital Projects Reserve Fund and
Infrastructure Investment Fund to support Cerro San Luis Neighborhood
Greenway, Specification No. 1000036”, and appropriate $1,000,000 from the
Capital Projects Reserve Fund and $1,223,000 from the Infrastructure Investment
Fund to the Project Account 1000036.
POLICY CONTEXT
The approved Cerro San Luis Neighborhood Greenway project (on September 4, 2018
City Council adopted the final Bikeway Plan) supports the Major City Goal of Climate
Action, Open Space and Sustainable Transportation. In addition, this project is identified
as a Tier 1 (highest priority) project in the City’s Active Transportation Plan (2021), is
identified as a priority project in the Safe Routes to School Plan for Bishop’s Peak and
Pacheco Elementary Schools (2017), and the Anholm Bikeway Plan (2018).
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It also supports the sustainable transportation goals identified in the Land Use &
Circulation Elements of the General Plan (2014), Downtown Concept Plan (2017) and the
Climate Action Plan for Community Recovery (2020).
REPORT-IN-BRIEF
The Cerro San Luis Neighborhood Greenway transforms 1.7 miles of the City of San Luis
Obispo's transportation network into a green, low-stress route that prioritizes people
walking and bicycling to school, work, and home while retaining access for motor vehicles.
The Greenway incorporates separated and protected bikeways, accessible curb ramp
upgrades, safety lighting, enhanced pedestrian crossings, drought-tolerant landscaping,
new street trees, stormwater management (“green street”) and public art design
elements. The route connects the Downtown Core north to Cal Poly’s entrance on
Highland Drive, prioritizing active transportation modes to create comfortable and safe
access to schools, parks, the northern downtown neighborhoods, and shopping. The
majority of the estimated $3.4 million project construction cost (45%) funds pedestrian
access and safety improvements, including reconstruction of 46 pedestrian curb ramps -
when considering this Greenway project, the in-construction Area 6 & 7 Curb Ramps
Project, and the planned 2022 Pedestrian Crossing Improvements project, the City will
be upgrading more than 90 curb ramps in 2022 alone.
Staff is requesting that the Council approve the final project plans for Cerro San Luis
Greenway (Attachment A), specifications (Attachment B), and authorize staff to advertise
the project for construction bids.
This report also includes background discussion and a staff recommendation for an
official name change of the project from the previous title “Anholm Neighborhood
Greenway” to the “Cerro San Luis Neighborhood Greenway.”
Additionally, this report includes discussion of the need for sole source purchases of the
custom metal fence and paint mural to deliver the community-driven public art element
within the Chorro underpass of Highway 101, which is a key component of the Cerro San
Luis Greenway project.
Finally, while this project was funded in Fiscal Year 2021-22 with a majority of the funds
($1.7 million) from an Urban Greening Grant awarded by the California Natural Resources
Agency, as project cost estimates have been refined to reflect final design details and
construction costs have continued to escalate significantly, it has become clear that the
funding previously allocated to the project will not be sufficient to fully fund construction.
Therefore, staff is recommending that additional funds be appropriated from the
Infrastructure Investment Fund and Capital Projects Reserve Account in order to proceed
with project delivery.
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DISCUSSION
Background
In 2016, City Transportation staff began planning efforts on a project then titled the “Broad
Street Bicycle Boulevard”, with the intent to develop a convenient, low stress route to
connect bicyclists and pedestrians from the downtown to schools and other destinations
on the north side of town, with the route pas sing through the historic Anholm
neighborhood (referencing the name of it’s Tract Map). The Broad Street Bicycle
Boulevard was identified as a “First Priority” project in the 2013 Bicycle Transportation
Plan, plus this route was identified as high priority improvement need in the Pacheco and
Bishop Peak Elementary School Safe Routes to School Plan (SRTS), a separate planning
study prepared in parallel with the bicycle boulevard project . Development of the Broad
Street Bicycle Boulevard Plan and SRTS Plan involved multiple years of community
engagement, including project websites, online surveys, multiple meetings with the
neighborhood, walking and biking tours of the route with residents, parents and students.
These planning efforts culminated with the Council’s adoption of the “Anholm
Neighborhood Greenway Plan” in 2018, with the updated project title reflecting a final
route alignment that followed streets other than Broad Street and a citywide shift from the
term “bicycle boulevard” to the term “neighborhood greenway”.
Since adoption of the Anholm Neighborhood Greenway Plan in 2018, construction of the
first project phase (the Foothill/Ferrini Pedestrian Hybrid Crossing) was completed in
2019, a required bikeway easement was obtained from the Church of Jesus Christ of
Latter-Day Saints, and the remaining greenway route has been identified as a “Tier 1”
(highest-priority) project in the City’s recently adopted 2021 Active Transportation Plan.
The next phases of the project were originally planned to be constructed in 2021, but the
project was partially defunded and deferred in 2020 due to financial impacts of the
COVID-19 pandemic. During this period, staff was able to successfully secure additional
project funding for the greenway project through a $200,000 Safe Routes to School Grant
via SLOCOG and a $1.7 million Urban Greening Grant from the California Natural
Resource Agency in 2021. See Attachment E summarizing the route and design
elements.
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Project History and Proposed Name Change
The 3rd iteration of the project name of “Anholm Neighborhood Greenway” reflected the
name of the primary neighborhood in which the greenway route travels, the Anholm
neighborhood. In recent years, the City of San Luis Obispo has prioritized a commitment
to making San Luis Obispo a welcoming, inclusive, and safe community for everyone,
and to promoting free thought and speech, while condemning racism, hate speech,
bigotry, violence, and prejudice. As part of that, in November 2020, the City Council
adopted Resolution No. 11191 to help promote awareness and facilitate the ability of
property owners throughout the City to remove racist covenants that may exist in their
property deeds. The Anholm neighborhood is one of the City’s neighborhoods that
included historic residential properties that were originally developed with racially biased
covenants that restricted home ownership to persons of Caucasian descent.
Following the 2020 Resolution, there had been interest among the community to rename
the greenway project. Staff is recommending the project be renamed as the “Cerro San
Luis Neighborhood Greenway.” Throughout the community engagement with this
neighborhood, the mountain on which the neighborhood is the base, Cerro San Luis, was
a noticeable point of pride to the residents. One of the “Seven Sisters” (or Nine Morros),
Cerro San Luis, often referred to as “Madonna Mountain” is one of the most prominent
landmarks to San Luis Obispo.
Figure 1: Initial concept rendering of Chorro Street two-way on-
street separated bikeway
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Nestled around its foundation is a neighborhood that acts as a gateway between
downtown and Foothill Boulevard. The Cerro San Luis Neighborhood Greenway is a
fitting name calling attention to the natural beauty of this neighborhood. Additio nally, the
name is consistent with the Public Art Plan for the greenway corridor, prepared by RRM
Design Group, themed “In the Shadow of the Mountain.”
For clarity throughout the remaining report, the project will be referred to as The Cerro
San Luis Neighborhood Greenway. With that said, the Council has the discretion to
direct staff to consider an alternate title for the final project. The only design features that
use the formal project name are several wayfinding signs. If the Council desires to select
an alternate name at this time (see alternate suggestions in “Alternatives” section of
report), there is sufficient time to incorporate a revised project name without delaying bid
advertisement and construction of the project. However, if the Council chooses to direct
staff to proceed with a comprehensive community outreach campaign to select a new
name, this would divert staff time away from other high -priority active transportation
projects, such as the planning for the Foothill Boulevard Complete Street s project and
likely mean a delay overall in this project’s delivery as signs, art, etc will need to be
fabricated with the Greenway’s name.
For reference, the final 2018 Anholm Neighborhood Greenway Plan is available on the
City website here:
https://www.slocity.org/home/showpublisheddocument/22122/636783245820370000 .
Project Description
The Cerro San Luis Neighborhood Greenway is a 1.7-mile route prioritizing active forms
of transportation. This construction project is the second phase to the overall project. The
first included installation of a Pedestrian Hybrid Beacon at the intersection of Foothill
Boulevard & Ferrini Road, which was completed in late 2019. A neighborhood greenway
is intended to enhance not just bicycle and pedestrian mobility, but the overall livability of
a neighborhood; therefore, the project has many project components in addition to bicycle
and pedestrian infrastructure, including lighting and public art at the Chorro Street/US 101
undercrossing, new landscaping and street trees, and stormwater treatment features.
Bicycle Facilities
The greenway includes a combination of protected bikeways, a shared-use path through
the LDS Church property, and shared lanes along low-speed neighborhood streets to
create a bicycle route comfortable for bicyclists of all ages and ability levels. In order to
accommodate a protected bicycle facility on Ramona, Broad and Chorro St reets (streets
with vehicle volumes at ranges that are uncomfortable to share the lane for many
bicyclists), existing on-street parking on one side of the street will be removed.
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Pedestrian and Accessible Infrastructure
Pedestrian accessibility and crossing improvements are key components of the project,
with 46 new ADA compliant curb ramps and enhanced hi-visibility pedestrian “ladder-
style” crosswalk markings. A new Rectangular Rapid Flashing Beacon (RFFB) system is
planned on Chorro at the Mill Street school crossing to increase the visibility of
pedestrians crossing at this existing uncontrolled school crossing. Bulbouts are designed
at six intersections throughout the corridor. Bulbouts shorten the crossing distances for
pedestrians, increasing their visibility and reducing the time they are exposed to traffic.
Additionally, bulbouts provide further landscaping and beautification opportunities. When
considering this project, the in-progress Area 6 & 7 Curb Ramps project and the upcoming
2022 Pedestrian Crossing Improvements project, the City will be constructing more than
90 curb ramps in 2022, the largest annual investment in pedestrian accessibility upgrades
and improvements by the City in its history.
A new all-wa y stop intersection is planned at Chorro and Peach. This location meets
California warrants for an all-way stop controlled intersection to address a predominate
crash pattern of broadside collisions at this intersection and has been identified multiple
times in the City’s Traffic Safety Report. The intersection also has adjacent utility poles
that obscure the sight distance for eastbound vehicles on Peach Street. Correspondence
and site-meetings with PG&E confirm that relocating these poles is not feasible in the
near-term. The new all-way stop intersection will include hi-visibility crossing, as this
intersection is also a common crossing location for access to Mission Preparatory High
School.
Street Lighting
In 2021, the City worked with PG&E to install six new standard streetlights along the
greenway route, filling in gaps where existing streetlighting did not meet current City
Standards and spacing requirements. This current construction effort includes additional
pedestrian-scale lighting to be installed along the new shared-use path through the LDS
Church property as well as within the underpass on Chorro Street at Highway 101, which
currently features no safety lighting. The underpass will also include decorative lighting
integrated into the custom public art fencing.
Urban Greening and Stormwater Management
Consistent with the original 2018 greenway plan and requirements of the Urban Greening
Grant funding this project, green street elements are incorporated into the construction
plans, including approximately 60 new street trees, bioswale and bioretention areas, and
other landscaping and plantings that improve stormwater management. Additionally,
filters will be added to all the storm drains along the corridor to filter litter and debris out
of stormwater runoff before it enters the two creeks that run through the neighborhood.
Additionally, low-maintenance landscaping will be planted within the 300 planter boxes to
be installed within the protected bikeway medians along the corridor, adding further
“greening” to the route.
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Traffic Calming Elements
Maintaining low vehicle speeds is an important design objective when planning a
neighborhood greenway and provides an environment that is comfortable for all roadway
users. This is particularly important along the segments of the greenway running where
cyclists share travel lanes with motor vehicles, such as along Broad Street where the
previously installed speed humps have not been effective at reducing auto speeds below
30 mph. The project includes reconstruction of the existing speed humps on Broad Street
to meet current City specifications, which has been effective at reducing speeds to 25
mph or less on similar streets in the City. The project also features lane width narrowing
and the addition of street trees as other proven countermeasures to reduce vehicle
speeds.
Public Art
With the assistance of RRM Design Group, a Cerro San Luis Neighborhood Greenway
Public Art Plan was prepared for the greenway to celebrate the themes and forms
throughout the corridor, including the sun, topography and shadows, as well as trails and
wildlife. This construction project will include public art elements specific to the Chorro
Street/US 101 underpass, which was identified by the community as a high priority
location for safety lighting and beautification. The public art will include a backlit
decorative panel fencing and painted murals on the columns along either side of the
underpass.
Figure 2: Concept of integrated mural along underpass using custom metal panels and
painted concrete columns.
Refinements from Concept Designs in the 2018 Anholm Bikeway Plan
As project engineering progressed with greater detail on sight constraints and additional
requirements of the Urban Greening Grant funding, some details in the final construction
plans have been refined from what is included in the 2018 Anholm Bikeway Plan planning
study.
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The 2018 Plan identified the northern terminus of the project at Foothill and Ferrini
intersection. Subsequently, the 2021 Active Transportation Plan extended the proposed
greenway route further north to Highland Drive, to provide full connectivity to the entrance
to the Cal Poly campus. Thus, the Cerro San Luis Greenway Project Plans extend the
project route north along Ferrini all the way to Highland. This extension also improves
connectivity to Pacheco Elementary, Cal Poly, and the Cerro Romauldo Greenway, which
leads to Bishop Peak Elementary School. This is a low-cost connection consistent with
the Active Transportation Plan and area’s Safe Routes to School Plan. This portion of the
route already features traffic calming elements, so only additional signage and pavement
markings are necessary to complete the connection.
Another refinement reflected in the final plans that was not explicitly discussed in the 2018
planning study is the addition of approximately 65 street trees. These additional trees
were an opportunity realized through the Urban Greening Grant, which is funding 100%
of the new trees throughout the corridor and is consistent with the City’s recently
established goal to plant 10,000 new trees by 2035.
One last design feature to note that wasn’t specifically detailed in the 2018 Plan is the
inclusion of an all-way stop-controlled intersection at the intersection of Peach and
Chorro. This intersection had been previously identified as a high collision location in
various Traffic Safety Reports having 6 reported broadside collisions within a one-year
period. Further investigation of the intersection sight triangles, as well as consideration of
the multimodal roadway users at this intersection, an all-way-stop control is warranted at
this location. As part of the project, the intersection will be striped and posted as an all -
way-stop, hi-visibility crosswalks will be striped at all legs of the intersection and new curb
ramps with bulbouts onto Peach Street will be constructed.
Public Art Sole Source Justification
The City’s Public Art Policy includes an option to select artwork via a sole source
purchase. This approach reflects the fact that public art is fundamentally different from
most other types of public works in that the selection considers an individual expression
or unique idea, not price comparisons for one plan or idea. This approach requires Council
approval and needs to clearly justify as to why competitive selection is not needed or
desirable, and how sole sourcing will better meet the City's objectives for the project.
A sole source purchase is requested for the Chorro Underpass public art elements for the
selection of artist and fence fabricator for the following reasons:
The entirety of the art fence and mural will be located within Caltrans right of way.
Public art within Caltrans right of way is required to go through Caltrans’
Transportation Art Process. The program has specific guidelines and requirements
the art must adhere to. The recommended fabricator and art muralist have been
selected in part due to the ability to meet these requirements. Additionally, Caltrans
requires a demonstration that the artwork is community-driven and supported.
While the concepts of the Public Art Plan were based on discussion with residents
of the neighborhood, to further demonstrate the support for the elements within the
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Chorro Street underpass, staff is collaborating with San Luis Obispo Museum of
Arts (SLOMA) to lead an art jury (consistent with the City’s Public Art Program1).
The fence materials and murals must be selected strategically to be consistent
with the concept and design identified in the Public Art Plan. The two elements
need to work together and play off each other for a cohesive overall installation.
Sole source selecting both the fence fabricator and muralist will lead to an overall
unified art piece. The recommended artist for the art design is Marmalade Mural,
Co. Marmalade Mural Co. who is local to San Luis Obispo County and has installed
other murals for the City of SLO through the public art program. RRM Design
Group has worked closely with Marmalade Mural, Co. to refine the concept of the
Chorro underpass mural and fence to bring to life the concept consistent with the
Public Art Plan. The engineering requirements for the art piece limit the pool of
potential fabricators, therefore RRM and Marmalade Mural, Co will select an
fabricator capable of producing the final pieces.
The Public Art Plan identifies additional art elements and features along the corridor;
however, these features are not planned for implementation at this time due to the
available funding. These elements include a gateway frame on the northern project area,
mural opportunities, wayfinding elements, and proposed sculptures framing the view of
Cerro San Luis Mountain. Construction of the subject project will not preclude future
installment of the remaining elements at a later time when funding allows.
Previous Council or Advisory Body Action
1. August 15, 2017 – City Council adopted final Bishop Peak and Pacheco
Elementary Safe Routes to School Plan
2. May 17, 2018 – Active Transportation Committee reviewed the final Anholm
Bikeway Plan
3. August 14, 2018 – Planning Commission reviewed the final Anholm Bikeway Plan
4. September 4, 2018 – City Council adopted final Anholm Bikeway Plan
5. February 5, 2019 – City Council approved formal name change to Anholm
Neighborhood Greenway Plan
6. June 1, 2021 – City Council approved 2021-23 Financial Plan allocating funding to
implement the greenway
7. December 6, 2018 – City Council approved easement agreement with Church of
Jesus Christ of Latter-Day Saints to secure land for the shared use path between
Foothill Boulevard and Ramona Street
8. October 20, 2020 – City Council approved a Cooperative Agreement with the San
Luis Obispo Council of Governments (SLOCOG), which included acceptance of
$200,000 in grant funding for the Project (Reso. 11172)
9. February 2, 2021 – City Council approved the application for $1.7M in grant
funding from the California Natural Resources Agency to be used for the Project
(Reso. 11220)
1 Public Art Program policies available on the City’s website:
https://www.slocity.org/home/showdocument?id=16187
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Public Engagement
Council and staff received public and written testimony on this project during an extensive
outreach process that included the following:
1. A petition in 2015 from parents requesting bicycle and pedestrian safety
improvements along north-south route connecting to Pacheco and Bishop’s Peak
Elementary Schools
2. Project-specific websites for both the Greenway and Safe Routes to School
planning efforts
3. 2 community surveys with both online and direct mailer participation
4. 5 community meetings specific to the Greenway Plan
5. 2 community meetings specific to the Bishop’s Peak and Pacheco Safe Routes to
School Plan
6. 1 Active Transportation Committee meeting
7. 1 Planning Commission meeting
8. 4 City Council meetings
Additionally, the City has contracted with JPW Communications to oversee and manage
communication efforts prior to and during construction of the Project. Communication
strategies include a media release, e-newsletters, direct mailers, signage along the
corridor, social media engagement, and a dedicated project webpage.
CONCURRENCE
This project has been reviewed and has concurrence from the Public Works Department
(Transportation Manager, Active Transportation Manager, Parking Manager, SLO Transit
Manager and City Engineer), City Attorney’s Office and Finance Department. Additionally,
the project has been reviewed and has concurrence from the SLO City Fire Department.
The City’s Communications Manager has also reviewed the project and is working with
the project team to implement the communications plan.
In addition, the Active Transportation Committee has listed completing the Anholm
Neighborhood Greenway as the highest priority request for the 2021 -23 Financial Plan
and has identified this project in the “Tier 1” project list in the Active Transportation Plan,
which represents the highest-priority pedestrian and bikeway projects.
ENVIRONMENTAL REVIEW
This project is categorically exempt from environmental review pursuant to section 15301
of the CEQA Guidelines (Existing Facilities) and section 15304 (Minor Alterations to Land)
since the project will be constructed within the City street right-of-way and private property
easements that do not contain native habitat or habitat supporting special-status species
and are not located in agricultural areas. A Notice of Exemption was filed through the
Community Development Department April 28, 2022.
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Additionally, the project is consistent with the Anholm Bikeway Plan (2018), the Active
Transportation Plan (2021), and the Land Use and Circulation Element (2014), therefore
consistent with the environmental review of those documents. No additional
environmental review is necessary.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2021-22
Funding Identified: Yes
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $241,331 $236,813 $0 $
Local Revenue
Measure
$51,205 $51,205 $0
Regional
(SLOCOG Grant)
$200,000 $200,000 $0
State SB1 $189,558
$254,956
$189,558
$254,956
$0
State Urban
Greening Grant
$1,625,225 $1,625,225 $0
Infrastructure
Investment Fund
(Cerro San Luis
Greenway
Project Budget)
$1,223,000 $1,223,000* $0
CIP Reserve 2,901,708 $1,000,000* $1,901,708
Total $6,782,465 $4,605,580 $0 $
*Request for new appropriation.
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The 2021-22 Financial Plan allocated $3,085,455 for this project. There is currently a
balance of $2,307,318 in the project account. Project expenditures to date have included
the design and environmental services, PG&E and Caltrans coordination costs, as well
as an encumbrance for construction management contract services. An additional
$1,948,000 is needed to fully fund the project.
Staff has identified additional funding sources to support the total project costs:
1. Staff recommends using the remaining funds from the Anholm Neighborhood
Greenway Phase 1 Project which included the installation of the Pedestrian Hybrid
Beacon at Foothill and Ferrini. This project is complete and has a remaining
balance of $254,956.
2. Staff recommends appropriating $1,223,000 from the Infrastructure Investment
Fund to the greenway project. When the $1.7 million Urban Greening Grant was
initially secured for the greenway project, an equivalent amount in local funding
was temporary held in the Infrastructure Investment Fund with intent to hold for a
future high-priority active transportation project. This action was reflected in the
resolution approving the 2021-23 Financial Plan (City Council Resolution No.
11251). Approximately $477,000 of this funding was appropriated at the 2021 -22
Mid-Year Budget to fund design of the Higuera Complete Street project and
Anholm
Neighborhood
Greenway Plan -
Phase 1 (91619)
Area 6&7
Curb Ramp
Capital
Outlay
Local
Revenue
Measure
SB1
SLOCOG
Safe
Routes to
School
Grant
Urban
Greening
Grant
SB1
Local
Revenue
Measure
Construction Estimate $236,813 $51,205 $189,558 $200,000 $1,625,225 $254,956 $100,000 $437,726 $4,516 $3,100,000
Contingencies $620,000 $620,000
Total Construction Estimate $236,813 $51,205 $189,558 $200,000 $1,625,225 $254,956 $100,000 $1,057,726 $4,516 $3,720,000
Construction Support Services $100,000 $100,000
Materials Testing $10,000 $10,000
Planter Box Installation $155,274 $194,726 $350,000
Grant Signage $400 $400
Tree Maintenance $10,000 $10,000
PG&E Service $13,180 $13,180
Public Art $400,000 $400,000
Printing & Advertising $2,000 $2,000
Total Project Estimate $236,813 $51,205 $189,558 $200,000 $1,625,225 $254,956 $100,000 $1,223,000 $724,822 $4,605,580
Available Project Balance $236,813 $51,205 $189,558 $200,000 $1,625,225 $254,956 $100,000 $1,223,000 $2,901,708 $6,782,465
Additional Requested Funds $0 $0 $0 $0 $0 $0 $0 $1,223,000 $725,000 $1,948,000
Additional Requested Funds
(Due to unforseen cost increases)$0 $0 $0 $0 $0 $0 $0 $0 $275,000 $275,000
Remaining Balance $0 $0 $0 $0 $0 $0 $0 $0 $1,901,708 $1,901,708
ESTIMATED PROJECT COST BY FUNDING SOURCES
Cerro San Luis Neighborhood Greenway, Specification No. 1000036
Anholm Neighborhood Greenway Plan - Phase 2 (100036)
Availabe Funding Requested Funding
Project Total
Costs
Infrastructure
Investment
Fund (CLS
Greenway
Project
Budget)
CIP Reserve
Fund
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construction of the 2022 Pedestrian Crossing Improvements project. Staff
recommends appropriating the remainder of this initial $1.7 million ($1 ,223,000) to
the greenway project, which was the ATC’s top funding priority for the 2021-23
funding cycle. The Infrastructure Investment Fund has a current budget of
$1,223,000 identified for the Cerro San Luis Greenway.
3. Staff recommends appropriating $1,000,000 from the Capital Projects Reserve
Fund in order to fully fund the project. This fund has a current unobligated balance
of $2,901,708, with $1,901,708 remaining after approval of this requested
appropriation.
4. Due to the significant number of curb ramp improvements included in the project,
staff recommends use of any funds that may remain following completion of the in-
construction Area 6 & 7 Curb Ramps Project to supplement the Cerro San Luis
Greenway project. There is currently $100,000 remaining in construction
contingency funding for the Area 6 & 7 Curb Ramps project. Staff requests Council
authorization to transfer any remaining funding from that project account (No.
1000558) to the Cerro San Luis Greenway project account (No. 1000036) following
completion of the curb ramp project.
The increase in project cost and need for additional funding can be attributed to several
factors. The first being an expanded project scope from when the project was originally
budgeted, specifically an increase in the total number of curb ramp upgrades. The original
project scope and cost estimate for the project at the time of the 2021 -23 Financial Plan
adoption assumed that the project would only be able to support curb ramp upgrades at
approximately 20 locations. As the design continued, the adjacent community continued
to express interest in additional pedestrian accessibility improvements along the corridor.
Staff recognizes this need and supports these improvements consistent with the Cerro
San Luis Neighborhood Greenway Plan and the Active Transportation Plan, which
prioritize pedestrian mobility along these streets. The final project design includes 46
accessible curb ramps. Based on recent City curb ramp projects, curb ramp
reconstruction costs about $20,000-$30,000 per ramp.
Additionally, recent City construction projects have seen an increase in construction costs
which can be attributed to the rising cost of construction materials and labor, which have
seen cost increases of approximately 25% over the last calendar year (April 2021 -April
20222). Many of the construction materials required for the project, such as a sphalt
emulsion for roadway slurry seal, have increased exponentially due to recent spikes in oil
prices. As recent City bids continue to see these increases rather than a leveling off, staff
is recommending an additional $275,000 from the CIP Reserve Fund , as indicated in the
table above, to offset unforeseen price increases between the time of this report and
receiving bids on the project.
2 DGS California Construction Cost Index CCCI. https://www.dgs.ca.gov/RESD/Resources/Page-
Content/Real-Estate-Services-Division-Resources-List-Folder/DGS-California-Construction-Cost-Index-
CCCI
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Finally, the cost of the public art piece at the Chorro/US 101 Undercrossing is greater
than originally anticipated. Costs of public art can vary significantly, and it can be
challenging to adequately estimate the cost of a piece based on early concepts. As the
concept of the art installation became more defined and an artist and fence fabricator
have been selected, a more accurate cost of the artwork is now available, with the total
cost now estimated at approximately $400,000. The primary variable in the piece is the
custom backlit fence, as costs for custom metal work have also seen significant increases
in price over the past year.
Any remaining budget at the close out of the project will be returned to the CIP Reserve
account. For reference, the following table is an estimate of project construction costs
separated out by mode of transportation.
Mode of
Transportation
% of Total
Construction
Cost
Components
Pedestrian 45% Curb ramps, sidewalks, crosswalks, pedestrian
lighting, RRFB, portions of public art & landscaping
Bicycle 26%
Protected bikeways, bikeway striping & pavement
markings, guide signage, bikeway landscaping,
portion of roadway improvements, landscaping
and public art.
Motor Vehicle 26% Roadway improvements, roadway signing &
striping
TOTAL: 100%
ALTERNATIVES
1. Deny authorization to advertise. The City Council may choose not to authorize
project advertisement. Staff does not recommend this alternative because this could
risk forfeiture of $1.9M in grant funding, including refund of funds already used for
design. Additionally, this project is the Active Transportation Committee’s highest
priority request for the 2021-23 Financial Plan.
2. Deny the proposed name change and select a new name. The City Council may
choose not to approve the proposed name of “Cerro San Lui s Neighborhood
Greenway” and instead select from the following staff-suggested options or direct staff
to solicit naming suggestions from the public:
North Chorro Greenway
The Downtown Connection
The Chorro Connection
Neighborhood Forest Greenway
Car-free Neighborhood Connection
Green Commute Route
Parks to Plaza Greenway
Page 428 of 753
Item 7a
If this action is pursued, staff would have sufficient time to update any guide signs
or branding included in the plans accordingly without delaying advertisement of the
project for construction.
3. Deny the proposed name change and continue evaluation of a new name before
proceeding with construction. The City Council may choose not to approve the
proposed name of “Cerro San Luis Neighborhood Greenway” and could direct staff to
continue developing a name. Staff does not recommend this alternative as this would
cause an unnecessary delay in the project which could jeopardize the $1.9M in grant
funding. Capital project names are primarily for the purposes of tracking the project
internal to the City. The printed name will be limited to the use of signage along the
route. If the Council chooses to direct staff to proceed with a comprehensive
community outreach campaign to select a new name, this would divert staff time away
from other high-priority active transportation projects, such as the planning for the
Foothill Boulevard Complete Streets project.
ATTACHMENTS
A – Project Plans (1000036)
B – Project Specifications (1000036)
C – Draft Resolution Approving Name Change
D – Draft Resolution Authorizing funds to support Cerro San Luis Neighborhood Greenway
E – Route and Design Element (Summary from Urban Greening Grant Application)
Page 429 of 753
Page 430 of 753
CITY LIMITSCITY LIMITSCIVIL:C-1.1TITLE SHEET, VICINITY MAP, SHEET SUMMARYC-1.2GENERAL NOTES, LEGEND, SHEET INDEXC-1.3 KEY MAPC-2.1 TO C-2.2 DEMOLITION PLANSC-3.1 TO C-3.16STREETS, SIGNAGE & STRIPPING - PLAN & PROFILESC-4.1 TO C-4.49 CURB RETURNSC-5.1 TO C-5.2 DETAILSELECTRICAL:E-0.1ELECTRICAL NOTES, LEGEND AND SINGLE LINE DIAGRAMSE-1.1ELECTRICAL PLAN - BIKE PATHE-1.2 ELECTRICAL PLAN - CHORRO UNDERPASSLANDSCAPE:LP001 TO LP502 PLANTING PLANS AND DETAILSLI001 TO LI502 IRRIGATION PLANS AND DETAILSSTRUCTURAL:S-101SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTION & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILSNOTES:1.FOR FULL CIVIL SHEET INDEX LIST SEE SHEET C-1.32.FOR CIVIL KEY MAP SEE SHEET C-1.3HORIZONTAL CONTROL FOR POINTS 8029 & 8026 AS PUBLISHEDIN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROLNETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 195 WITH AN ELEVATIONOF 252.72 L&T 12± WEST OF EASTERLY DRIVE APPROACH TOSHELL STATION AT FOOTHILL & BROAD AS PUBLISHED IN THECITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'SBENCHMARK SYSTEM IS BASED ON THE NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD88).Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 EditionDATUM:SAN LUIS OBISPO COUNTY, CALIFORNIACERRO SAN LUIS GREENWAYAPPROVED BYSPECIFICATION NO. DATE SHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateJUNE 2, 20221000036FILE NO./LOCATIONNo. C 79870BRIAN A. NELSO N CIVILC-1.1TOPOGRAPHIC SURVEYPREPARED BY:RRM DESIGN GROUPDATE:NOVEMBER 10, 2021PROJECT No.: 1417-05-CU211417-05-CU21SHEET SUMMARYPage 431 of 753
XX>>^^^^SDPROPERTY/RIGHT-OF-WAY LINECENTER LINEEASEMENT LINERETAINING WALLFENCE LINEFLOW LINEGRADE BREAKSAWCUT AND CONFORM LINESTRIPINGTYPE II SLURRY SEALCONCRETE (PCC) PAVEMENTASPHALT (HMA) PAVEMENTCLASS II AGGREGATE BASE SHOULDERSTORM DRAINSTORM DRAIN LINEWSSSDOHEXISTING DRIVEWAYEXISTING VALVEEXISTING FIRE HYDRANTEXISTING CLEANOUTEXISTING OVERHEAD POWER POLEEXISTING MANHOLEEXISTING SIGNEXISTING WATEREXISTING SEWEREXISTING STORM DRAINEXISTING OVERHEAD LINESEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR315315SDSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036ABBREVIATIONSAB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVEBCR BEGIN CURVEBW BACK OF WALKCB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETEDBH DIAMETER AT BREAST HEIGHT [OF A TREE]DI DRAIN INLETDIP DUCTILE IRON PIPEEG EXISTING GRADEEX. EXISTINGELEV ELEVATIONFDC FIRE DEPARTMENT CONNECTIONFG FINISHED GRADEFL FLOWLINEFS FINISHED SURFACEFP FINISHED PADFW FIRE WATERHP HIGH POINTIPS IRON PIPE SIZEJT JOINT TRENCHLP LOW POINTEL. MAXIMUMMIN. MINIMUMNTS NOT TO SCALEPL PROPERTY LINEPCL PARCELPCC PORTLAND CEMENT CONCRETEPOC POINT OF CURVE/POINT OF CONNECTIONPOT POINT OF TANGENTPRC POINT OF REVERSE CURVEROW RIGHT OF WAYRET. WALL RETAINING WALLRP REDUCED PRESSURERW RECYCLED WATERSD STORM DRAINSFM SEWER FORCE MAINSL STREET LIGHT/SERVICE LATERALSS SANITARY SEWERSTA STATIONSTD. STANDARDTBD TO BE DETERMINEDTBM TEMPORARY BENCHMARKTC TOP OF CURBTF TOP OF FOOTINGTP TOP OF PAVEMENTTG TOP OF GRATETYP. TYPICALTW TOP OF WALLUON UNLESS OTHERWISE NOTEDWWATERWSE WATER SURFACE ELEVATIONPCRS:THE PROJECT CONSISTS OF:xROAD AND PARKING SURFACE REPAIRxSIDEWALK AND BIKE PATHxCURB AND GUTTER IMPROVEMENT OR REPLACEMENTxTRAILS AND PATHWAYSxCURB RAMP IMPROVEMENTSTHE PROJECT IS SUBSEQUENTLY EXEMPT FROM CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032. REFER TOPROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.STORMWATER COMPLIANCEGENERAL NOTESC-1.2RAW EARTHWORK QUANTITIES (BIKE PATH)AREA OF DISTURBANCE:26,000 SQUARE FEETMAXIMUM CUT HEIGHT: 4.0 FEETMAXIMUM FILL HEIGHT: 1.0 FEETRAW CUT:1,150 CUBIC YARDSRAW FILL:920 CUBIC YARDSADJUSTED FILL:(ASSUMED 25% SHRINKAGE)1,150 CUBIC YARDSNET QUANTITY:0 CUBIC YARDSTHE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCE CALCULATED BETWEEN THE PROPOSEDSUBGRADE AND EXISTING GRADE SURFACE, AND ARE SUBJECT TO CHANGE. THESE ESTIMATES DO NOT INCLUDE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO:SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO ACTUAL FIELDCONDITIONS AND THE FINAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.APPROXIMATE QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUALQUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE HINGE POINTS IN ORDERTO PROVIDE GRADED PAD AREA ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES, TRANSFORMERS, AND ABOVE GROUND UTILITY INFRASTRUCTURE.APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN ABOVE FOR BIKE PATH AREA BETWEEN FOOTHILL BLVD AND RAMONA DRIVE ONLY. APPROXIMATE RAWEARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORKQUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OFBIDDING, COST ESTIMATES AND CONSTRUCTION.PROJECT SOILS REPORTPREPARED BY:EARTH SYSTEMS PACIFIC4378 OLD SANTA FE ROADSAN LUIS OBISPO, CA 93401DATE:November 12, 2021UPDATED:N/AREPORT NAME:GEOTECHNICAL ENGINEERING REPORTANHOLM NEIGHBORHOOD GREENWAYSAN LUIS OBISPO, CALIFORNIAPREPARER:Robert Down, PELICENSE: PE 70206SKYBLMSKY1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONSPREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), ANDLATEST EDITION OF CALIFORNIA MUTCD.2.3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUNDSERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATEAGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.4. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN ANDDURING THE ENTIRE LENGTH OF THE CONTRACT.5. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORKSUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION INTHE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEER.6. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE INA MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING INAN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMINGOF ANY VEGETATION.7. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING ANDCONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.8. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURINGCONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.9. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALLBE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.10. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREAPRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIESAFFECTED BY CONSTRUCTION.11. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE ACORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTINGMONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECTBENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26.12. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACEDSURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORINGMONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALLINCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.13. 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 BEPROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.14. ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OFPAVING WORK.15. CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.16. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD4910.17. ALL PAVEMENT MARKINGS, STRIPING, AND SIGN LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TOINSTALLATION.18. ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, GREEN BIKE LANE COATING,ETC. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION.19. WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS OBSTRUCTED BY VEGETATION,CONTRACTOR SHALL TRIM BACK VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TOIMPROVEMENTS.20. GREEN PAINT AT BIKE LANES SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED EQUIVALENT PERSECTION 84-6.01.21. HYDRANT MARKERS MUST BE INSTALLED PER STD. 2920, DO NOT INSTALL IN BIKE LANES.22. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.23. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOTFORM. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TOAPPLICATION.GENERAL NOTES:LEGEND:1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTIONTECHNIQUES WHENEVER POSSIBLE. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOWNECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY.2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWINGTECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES:a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREESb. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENTc. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREESd. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY.TREE PROTECTIONPER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT: 1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTORE AREAS IMPACTEDBY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATED ON THE CHURCH OF JESUS CHRISTOF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TO PRE-CONSTRUCTION CONDITION UPON COMPLETIONOF CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT ANDMATERIALS; REPAIR OF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.2.DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANY ACTIVITIES THATCREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOT LIMITED TO NOISES, ODORS,LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE, EXPLOSION, OR HAZARDOUS MATERIALS.3.ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITY FENCE, OR ACOMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD AND FOR THE LENGTH OF THEPROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEW EASEMENT AREA.4.ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THE CONTRACTOR PLANT EIGHTTREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENT LOCATED ON THE GRANTOR'S PROPERTY.5. CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED AND RIGHT OF WAYAGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BID DOCUMENTS.LDS BIKE PATH NOTES1. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH ENGINEER PRIOR TOSAWCUTTING AND DIG.2. FIELD VERIFY WITH ENGINEER PRIOR TO REMOVAL OF BASE FAILURES. DIGOUTS OF BASE FAILURES SHALLBE REMOVED AND REPLACED PRIOR TO FIRST LIFT. DEPTH OF BASE DIGOUT TO BE DETERMINED BYGEOTECHNICAL ENGINEER.3. ASSUMED CLASS II AGGREGATE BASE SUBGRADE ASSUMED TO BE SUFFICIENT AND TO BE PROTECTED INPLACE. PRIOR TO CONSTRUCTION, ANY CHANGE IN DEPTH OF HMA OR CLASS II AGGREGATE BASESUBGRADE MATERIAL TO BE COORDINATED WITH CITY AND GEOTECHNICAL ENGINEER.4. PLACE 10" U.O.N. MIN HOT MIX ASPHALT (HMA) TYPE "A" IN LIFTS PER STATE STANDARD SPECIFICATIONS.THE INITIAL LIFT MUST BE 3-INCHES THICK (1/2" MAX AGGREGATE) AND FINAL LIFT BE 3-INCHES THICK (1/2"MAX AGGREGATE).5. MILLING AND FILLING WITH THE INITIAL LIFT OF 3-INCHES MUST BE COMPELTED ON THE SAME WORK SHIFT.THE INITIAL LIFT OF 3-INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THEDESIGNATED AREA BEFORE THE FINAL LIFT CAN BE COMPLETED.6. CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT SAWCUT LINE.7. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5%MINIMUM AND 3.0% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE CITY AND/OR ENGINEER.8. HMA AGGREGATE SIZE MUST COMPLY WITH CITY SPECIFICATIONS SECTION 39-3.01.AC MILL AND FILL NOTESPage 432 of 753
C-3.2C-3.2C-3.3C-3.4C-3.6C-3.6C-3.7C-3.7C-3.8C-3.8C-3.9
C-3.9
C-3.10C-3.10C-3.11C-3.11C-3.13C-3.13C-3.14C-3.15C-3.1C-3.11PROPOSED SHEETNUMBERS, TYP.C-3.1C-3.16CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet5001" = 250'250750KEYMAP1" = 250' HORIZONTAL SCALEKEYMAPC-1.3SKYBLMSKYCIVIL SHEET INDEX LISTSHEET NUMBER SHEET TITLEC-1.1 TITLE SHEETC-1.2 GENERAL NOTESC-1.3 KEYMAPC-2.1EXISTING CONDITIONS BIKE PATH [10+00 - 13+50]C-2.2EXISTING CONDITIONS CHORRO [33+25 - 42+25]C-3.1 FERRINIC-3.2 FERRINIC-3.3BIKE PATH [10+00 - 13+50]C-3.4BIKE PATH [13+50 - 15+32]C-3.5 BIKE PATH RETAINING WALLC-3.6RAMONA [10+00 - 17+86]C-3.7BROAD [10+00 - 18+75]C-3.8BROAD [18+75 - 27+60]C-3.9MISSION [11+00 - 18+25]C-3.10CHORRO [10+00 - 17+50]C-3.11CHORRO [17+50 - 26+50]C-3.12LINCOLN [6+05 - 9+00]C-3.13CHORRO [26+50 - 29+50]C-3.14CHORRO [29+50 - 38+00]C-3.15CHORRO [38+00 - 41+50]C-3.16CHORRO [41+50 - 45+00]C-4.1 FELTON CURB RETURNSC-4.2 FELTON CURB RETURNSC-4.3 CERRO ROMAULDO CURB RETURNSC-4.4 CERRO ROMAULDO CURB RETURNSC-4.5 RAMONA CURB RETURNSC-4.6 RAMONA CURB RETURNSC-4.7 RAMONA CURB RETURNSC-4.8 MEINECKE CURB RETURNSC-4.9 MEINECKE CURB RETURNSC-4.10 MEINECKE CURB RETURNSC-4.11 MURRAY CURB RETURNSC-4.12 MURRAY CURB RETURNSC-4.13 MURRAY CURB RETURNSC-4.14 MURRAY CURB RETURNSC-4.15 BROAD CURB RETURNSC-4.16 BROAD CURB RETURNSC-4.17 ALMOND CURB RETURNC-4.18 MISSION CURB RETURNSC-4.19 MISSION CURB RETURNSC-4.20 MISSION CURB RETURNSC-4.21 MISSION CURB RETURNSC-4.22 MISSION CURB RETURNSC-4.23 VENABLE CURB RETURNSC-4.24 VENABLE CURB RETURNSC-4.25 CENTER CURB RETURNSC-4.26 CENTER CURB RETURNSC-4.27 CENTER CURB RETURNSC-4.28 CENTER CURB RETURNSC-4.29 MOUNTAIN VIEW CURB RETURNSC-4.30 MOUNTAIN VIEW CURB RETURNSC-4.31 MOUNTAIN VIEW CURB RETURNSC-4.32 MOUNTAIN VIEW CURB RETURNSC-4.33 MOUNTAIN VIEW CURB RETURNSC-4.34 LINCOLN CURB RETURNSC-4.35 LINCOLN CURB RETURNSC-4.36 LINCOLN CURB RETURNSC-4.37 LINCOLN CURB RETURNSC-4.38 WALNUT CURB RETURNSC-4.39 WALNUT CURB RETURNSC-4.40 WALNUT CURB RETURNSC-4.41 WALNUT CURB RETURNSC-4.42 PEACH CURB RETURNSC-4.43 PEACH CURB RETURNSC-4.44 PEACH CURB RETURNSC-4.45 PEACH CURB RETURNSC-4.46 MILL CURB RETURNSC-4.47 MILL CURB RETURNSC-4.48 MILL CURB RETURNSC-4.49 MILL CURB RETURNSC-5.1 DETAILSC-5.2 DETAILSPage 433 of 753
SDSDSDSDSDSDSDSDSDSDSDSDSDSD^^^^^^10+0011+0012+0013+0014+0015+0015+6911+0012+00
245
245245243244235
235236
20' EASEMENT20' EASEMENT20' EASEMENT20' EASEMENT240245238239241242
24324420' TEMPORARYCONSTRUCTIONEASEMENT20' TEMPORARYCONSTRUCITONEASEMENTNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POSTCAN BE SALVAGED PER CITY STD 7215.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY.12345612345678910111213PROTECT AND PRESERVEEXISTING PILASTERS, FENCE ANDCONCRETE MOW STRIP, U.O.N.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]EXISTING CONDITIONS BIKE PATH [10+00 - 13+50]C-2.1SKYBLMSKY61630"x24"CAL FRESH SHOPPING CENTER(NOT A PART)PROTECT AND PRESERVEEXISTING WALL (TYP)2REMOVE EXISTING PILASTERAND FOUNDATIONREMOVE EXISTING FENCE ANDCONCRETE MOW STRIP (APPROX 25 LF)6PROTECT AND PRESERVEEXISTING PILASTER11111LDS CHURCH(NOT A PART)6228"521REMOVE EXISTING PILASTERAND FOUNDATIONPROTECT AND PRESERVEEXISTING WALL (TYP)266REMOVE EXISTING FENCE ANDCONCRETE MOW STRIP (APPROX 50 LF).REMOVE ALL EXISTING VEGETATIONLOCATED BETWEEN EXISTING BACK OFWALK AND ROW.REMOVE EXISTING MOWSTRIP (APPROX 20 LF)REMOVE EXISTING PILASTERAND FOUNDATIONPROTECT AND PRESERVEEXISTING PILASTER62211REMOVE AND REPLACEEXISTING DAMAGEDCONCRETE PANEL111112"4"11111212121212131112"111111118"116"13116"Page 434 of 753
SSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^38+0039+0040+0041+0042+0010+00INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03222223224221222222223223NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POSTCAN BE SALVAGED PER CITY STD 7215.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY.12345612345678910111213SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^34+0035+0036+0037+0038+10+00
10+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.96200205 210215198199201202203204206
207 208209211212213214216217218219 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 42+25]MATCHLINE - SEE ABOVEEXISTING CONDITIONS CHORRO [33+25 - 42+25]C-2.2SKYBLMSKY2511226132462926661162430"X24"99225959SEE AC MILL AND FILL NOTES FOR AREA WITHINEXISTING ROADWAY BETWEEN EXISTING CURBS962296225462969220feet401" = 20'2060CHORRO [33+25 - 38+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW5145544324211246455553666423222246614226666666266626122REMOVER AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD 4030 AND4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE AND REPLACE WITH10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (12" MAX AGGREGATE).PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CITY ANDCITY ARBORIST IF ADJACENT PINE TREE, WHICH IS SUSPECTED TO BE UPROOTINGTHE PAVEMENT, WILL BE IMPACTED BY HMA AND DIGOUT REPAIRS665230"X24"2211230"X24"2212Page 435 of 753
GREENWAYGREEN
WAY
^^^^^
^^10+0011+0012+0013+00265270275280285266267268269271272273274276277 278279281282283
284
286 YELLOW HI-VIS CROSSWALKPER ENG STD 735035 LFDETAIL 2280 LFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SFDETAIL 2247 LFSEE SHEET C-4.2 FOR CURB RETURNSEE SHEET C-4.1 FOR CURB RETURNDETAIL 1393 LF CONT.DETAIL 22,35 LF"STOP" LEGEND22 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYP12" WHITE25 LF12" WHITE18 LF12" WHITE15 LF'HUMP" LEGEND25 SF, TYP'SCHOOL"LEGEND35 SF, TYPNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011GREEN
WAY
GREENWAYGREEN
WAY7+858+009+00SEE LANDSCAPEPLANS FOR THIS AREADETAIL 2253 LFDETAIL 2233 LFDETAIL 1104 LFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN.22 SFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPYELLOW HI-VIS CROSSWALK PERCITY STD 7350 (65 LF)GREENWAY SIGN WITHRIGHT TURN ARROWON 12' PUNCH POSTGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPTYPE IV ARROW (R)12" WHITE25 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SF12" WHITE17 LF12" WHITE17 LFDETAIL 22, 27 LFCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWFERRINIC-3.1SKYBLMSKYMATCHLINE - SEE BELOW0feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEETMATCHLINE - SEE ABOVE7777744663310Page 436 of 753
SSSSSSSSSSSSSSSSSSSSSSSSGREENWAY10+0011+0021+0019+0020+0012+0013INTERSECTION DATASTA=12+00.00 FOOTHILLSTA=20+99.91 FERRININ=2303965.31E=5763829.42245245250246248249251245
BIKE SYMBOL &ARROW, 10.5 SF TYP.GREENWAY SIGN ON 12'PUNCH POST IN PARKWAY.PROTECT AND PRESERVEEXISTING HI-VIS CROSSWALKDETAIL 22, 60 LFXXXXXXXGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPPROTECT AND PRESERVEEXISTING CROSSING, STRIPINGAND APPURTENANCESDETAIL 1272 LF CONT.STOP LEGEND ANDLIMIT LINE, 22 SFCURVE WARNINGSIGN (W1-2 R)GREENWAY SIGN WITH DUAL ARROW ON12' PUNCH POST, WITH "NO MOTORVEHICLES SIGN" (R5-3). INSTALL AT ANANGLE FOR VISIBILITY IN BOTH DIRECTIONS.GREENWAY SIGN WITH RIGHTARROW AND 18" STOP SIGNON 12' PUNCH POST.SEE ELECTRICALPLANS (TYP)INTERSECTION DATASTA=11+85.11 38' R FOOTHILLSTA=10+00.00 BIKE PATHN=2303927.75E=5763813.481/2 SCALE STOP LEGENDBIKE / PED SYMBOLPER DTL I ON C-5.44" SOLID YELLOW STRIPE(APPROX 30 LF)4" SOLID YELLOW STRIPE ALONG CENTERLINE,3-FT LONG WITH 9-FT GAPS BETWEEN (TYP)4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)STA=11+12.70 6.0' (L)245.80 FS245.69 FSMATCH EXISTING245.70 FSMATCH EXISTING245.10 FSMATCH EXISTING245.28 FSMATCH EXISTINGPROTECT AND PRESERVE EXISTINGCONCRETE MEDIAN. RELOCATEAND REPLACE EXISTING PLANTERBOXES AFTER SEALINGGREENWAY SIGN WITH RIGHT ARROWON 12' PUNCH POST FACINGWESTBOUND BIKE/PEDS ON PATHSEE ELEPLASEE ELECTRICALPLANS (TYP)12" WHITE, 10 LFPROPOSED 1" IRRIGATION LINE.PROVIDE 1' MIN VERTICAL CLEARANCEBETWEEN ALL EXISTING UTILITIES.S28°30'57"E 7.02'Δ=60°00'00" R=10.00' L=10.47'N88°30'57"W 103.71'20' TEMPORARYCONSTRUCTION EASEMENTINSTALL LEFT-TURN BIKEBOX PER DETAIL DSTRIPED BUFFERPER DETAIL A7'15'SDSDSDSDWMGREENWAYGREEN
WAY
^^
^^^^^^^^^^^^14+0015+0016+0017+0018+00255260252253254256257258259261262263264YELLOW HI-VIS CROSSWALKPER ENG STD 7350. 51 LF.DETAIL 2280 LFDETAIL 2256 LFSEE SHEET C-4.4 FOR CURB RETURNSEE SHEET C-4.3 FOR CURB RETURNGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 1272 LF CONT.GRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN.MAINTAINEXISTINGDETAIL 1DETAIL 1393 LF CONT.DETAIL 2235 LF"HUMP" LEGEND25 SF, TYP12" WHITE15 LF"HUMP" LEGEND25 SF, TYP"SCHOOL" LEGEND35 SF, TYPNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910110feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEETFERRINIC-3.2SKYBLMSKY74677773364824"X24"1010Page 437 of 753
ELEVATION225.0230.0235.0240.0245.0250.0255.0245.12245.110+00245.56245.4245.85245.511+00245.40245.2244.65244.512+00243.90243.8243.15243.113+00242.40242.420.0' VCPVI STA = 11+14.66PVI ELEV = 245.94K = 9.62BVC = 11+04.66ELEV = 245.88EVC = 11+24.66ELEV = 245.78HIGH PT STA: 11+10.20HIGH PT ELEV: 245.89BVC = 13+48.70ELEV = 242.42PVI STA = 10+00.00PVI ELEV = 245.12PVI STA = 10+07.02PVI ELEV = 245.17PVI STA = 10+17.49PVI ELEV = 245.28PVI STA = 10+23.49PVI ELEV = 245.410.70%1.00%2.22%0.58%-1.50%20.0' VCPVI STA = 11+14.66PVI ELEV = 245.94K = 9.62BVC = 11+04.66ELEV = 245.88EVC = 11+24.66ELEV = 245.78HIGH PT STA: 11+10.20HIGH PT ELEV: 245.89BVC = 13+48.70ELEV = 242.42EXISTING GRADEPROPOSED PATHCENTERLINE ELEVATIONSDSDSDSDSDSDSDSSMH RIM=246.66'SSSSSSSSS10+0011+0012+0013+0021+0012+0013+00 245245246245243244243245243244XXXXXXXXXXXXXXXXXXXXXXXXXXB-BCURVE WARNINGSIGN (W1-2 L)CURVE WARNINGSIGN (W1-2 R)GREENWAY SIGN WITH DUAL ARROW ON12' PUNCH POST, WITH "NO MOTORVEHICLES SIGN" (R5-3). INSTALL AT ANANGLE FOR VISIBILITY IN BOTH DIRECTIONS.GREENWAY SIGN WITH RIGHTARROW AND 18" STOP SIGNON 12' PUNCH POST.SEE ELECTRICALPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE ELECTRICALPLANS (TYP)INTERSECTION DATASTA=11+85.11 38' R FOOTHILLSTA=10+00.00 BIKE PATHN=2303927.75E=5763813.481/2 SCALE STOP LEGENDBIKE / PED SYMBOLPER DTL I ON C-5.44" SOLID YELLOW STRIPE(APPROX 30 LF)4" SOLID YELLOW STRIPE(APPROX 30 LF)4" SOLID YELLOW STRIPE ALONG CENTERLINE,3-FT LONG WITH 9-FT GAPS BETWEEN (TYP)4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)STA=11+17.70 6.0' (L)245.85 FSSTA=11+12.70 6.0' (L)245.80 FS245.69 FSMATCH EXISTING245.70 FSMATCH EXISTINGA-A245.10 FSMATCH EXISTING245.28 FSMATCH EXISTINGSTA=12+54.53 6.0' (R)243.74 FSSTA=12+44.03 6.0' (R)243.90 FS4.5'10.5'PCC PANELGREENWAY SIGN WITH RIGHT ARROWON 12' PUNCH POST FACINGWESTBOUND BIKE/PEDS ON PATHSEE ELECTRICALPLANS (TYP)SEE ELECTRICALPLANS (TYP)S28°30'57"E 7.02'Δ=60°00'00" R=10.00' L=10.47'N88°30'57"W 103.71'Δ=90°32'06" R=6.00' L=9.48'N2°01'09"E 438.31'20'20' TEMPORARYCONSTRUCTION EASEMENT20' TEMPORARYCONSTRUCTION EASEMENTXXXCENTERLINESEC A-A: BIKE PATH6'6'4:1 MAX4:1 MAX SLOPE TOEXISTING GRADE20' EASEMENTEXISTING FENCETO REMAINEXISTINGGRADEEXISTINGGRADECONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)1.50%1.50%1'1'EXISTING SIDEWALK,CURB AND GUTTERFOOTHILL BLVDROWTEMPORARY 20'CONSTRUCTION EASEMENT0.7'4.1'5.3'1.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910111.50%CENTERLINE1.50%SEC B-B: BIKE PATH6'6'4:1 MAX4:1 MAX20' EASEMENTEXISTINGGRADEEXISTINGGRADE1.5% SLOPE TO EXISTINGFACE OF WALLEXISTING WALL SEENOTE 1 BELOW2'1'CONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)EXISTING GRADE1'XXXPROPOSED FENCEPER LANDSCAPETEMPORARY 20'CONSTRUCTION EASEMENT3.5'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 13+50]1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMATCHLINE - SEE NEXT SHEETBIKE PATH [10+00 - 13+50]C-3.3SKYBLMSKY9NOTES:1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING.¬ PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING.¬ CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE.¬ INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.9NOTE:1. ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP)Page 438 of 753
225.0230.0235.0240.0245.0250.0255.0242.40242.4240.78241.614+00238.38240.6235.98239.315+00234.8234.815+6820.0' VCPVI STA = 15+16.13PVI ELEV = 235.20K = 6.06BVC = 15+06.13ELEV = 235.68EVC = 15+26.13ELEV = 235.05LOW PT STA: 15+26.13LOW PT ELEV: 235.0550.0' VCPVI STA = 13+73.70PVI ELEV = 242.04K = 15.17BVC = 13+48.70ELEV = 242.42EVC = 13+98.70ELEV = 240.84HIGH PT STA: 13+48.70HIGH PT ELEV: 242.42PVI STA = 15+32.99PVI ELEV = 234.95-1.50%-4.80%20.0' VCPVI STA = 15+16.13PVI ELEV = 235.20K = 6.06BVC = 15+06.13ELEV = 235.68EVC = 15+26.13ELEV = 235.05LOW PT STA: 15+26.13LOW PT ELEV: 235.0550.0' VCPVI STA = 13+73.70PVI ELEV = 242.04K = 15.17BVC = 13+48.70ELEV = 242.42EVC = 13+98.70ELEV = 240.84HIGH PT STA: 13+48.70HIGH PT ELEV: 242.42EXISTING GRADEPROPOSED PATHCENTERLINE ELEVATIONSDSDSDSDSDSDSD^^^^^^>>>>>>>>>>C-C
14+0015+0015+6911+0012+00
3240238
239
241242243235
235236
240236237238239241242XXXXXXXXXXXXXXXXXXXXXX X X
D-D
2+801+002+00SEE PRECISE GRADING ANDSTORMWATER TREATMENTAREA DETAIL, SHEET C-5.5SEE LANDSCAPEPLANS (TYP)STA 11+81.20 30.9' L RAMONA =STA 1+00 RETAINING WALL (W)N=2303511.48E=5763878.70SEE SHEET C-3.5 FORRETAINING WALL PROFILEINTERSECTION DATASTA=12+23.19 RAMONASTA=15+58.99 BIKE PATHN=2303479.42E=5763919.78BIKE / PED SYMBOLPER DTL I ON C-5.41/2 SCALE STOP LEGENDWITH LEFT TURN ARROW4" SOLID YELLOW STRIPE(APPROX 20 LF)4" SOLID YELLOW STRIPE ALONG CENTERLINE,3-FT LONG WITH 9-FT GAPS BETWEEN (TYP)4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)STA=13+70.12 6.0' (R)241.85 FSSTA=13+59.62 6.0' (R)242.12 FS10.5'4.5'INSTALL GREENWAY SIGN WITHLEFT ARROW ON 12' PUNCH POSTNO VEHICLES SIGN ON12' PUNCH POSTBIKE SYMBOL ANDARROW, 10.5 SF TYPINSTALL STOP SIGN ON12' PUNCH POSTPAINT CURB RED, 40 LFINSTALL R4-11, R7-9 AND "END"PLAQUE ON 12' PUNCH POSTPROVIDE CENTER YELLOW DIAMONDSTRIPING PER MUTCD FIGURE 9C-8.INSTALL PEXCO FLEX POST MODEL EACDELINEATOR, 36" WHITE WITH 2 GREY WRAPS.20'20' TEMPORARYCONSTRUCTION EASEMENTNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910111.50%CENTERLINE1.50%SEC D-D: BIKE PATH6'6'20' EASEMENTDRAINAGE SWALE / LANDSCAPEAREA WITH 3"-6" ROUNDEDDECORATIVE COBBLE, 1' DEEP0.5'EXISTINGGRADE1'3'0.5'EXISTINGGRADEEXISTING WALL SEENOTE 1 BELOWXXCONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)EXISTINGGRADEPROPOSED FGPL2'2'TEMPORARY 20'CONSTRUCTION EASEMENTPROPOSED RETAINING WALL ANDFENCE. REFER TO STRUCTURALAND LANDSCAPE PLANS.SEC C-C: BIKE PATH1.50%CENTERLINE1.50%6'6'20' EASEMENTDRAINAGE SWALE /LANDSCAPE AREA0.5'EXISTINGGRADE1'3'0.5'EXISTINGGRADEEXISTING WALL SEENOTE 1 BELOWXXPROPOSED RETAINING WALL ANDFENCE. REFER TO STRUCTURALAND LANDSCAPE PLANS.CONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)EXISTINGGRADEPROPOSED FGPL2'2'TEMPORARY 20'CONSTRUCTION EASEMENTCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [13+50 - 15+32]1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATIONMATCHLINE - SEE PREVIOUS SHEETBIKE PATH [13+50 - 15+32]C-3.4SKYBLMSKY713NOTES:1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING.¬ PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING.¬ CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE.¬ INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.NOTES:1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING.¬ PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING.¬ CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE.¬ INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.PER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT:¬1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTOREAREAS IMPACTED BY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATEDON THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TOPRE-CONSTRUCTION CONDITION UPON COMPLETION OF CONSTRUCTION ACTIVITIES. THISINCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT AND MATERIALS; REPAIROF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.2.DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANYACTIVITIES THAT CREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOTLIMITED TO NOISES, ODORS, LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE,EXPLOSION, OR HAZARDOUS MATERIALS.3.ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITYFENCE, OR A COMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD ANDFOR THE LENGTH OF THE PROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEWEASEMENT AREA.4.ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THECONTRACTOR PLANT EIGHT TREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENTLOCATED ON THE GRANTOR'S PROPERTY.5. CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED ANDRIGHT OF WAY AGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BIDDOCUMENTS.NOTE:1. ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP)Page 439 of 753
^^^^^^>>>>>>>>>>14+0015+00243240238
239241242243 240236237238239241242XXXXXXXXXXXXXXXXXXXXXXXXXX2+801+002+0010.5'ELEVATION225.0230.0235.0240.0245.0250.0225.0230.0235.0240.0245.0250.0236.44236.91+00235.39239.0237.78240.72+00240.18241.7241.51242.22+80FG AT FACEEG AT BACKSTA: 1+00.00ELEV: 237.50STA: 1+32.19ELEV: 237.50ANGLE POINTSTA: 1+54.00ELEV: 240.00STA: 2+80.00ELEV: 243.00STA: 1+00.00ELEV: 235.00STA: 1+04.00ELEV: 234.00STA: 1+52.00ELEV: 234.00STA: 1+64.00ELEV: 234.50STA: 1+76.00ELEV: 235.00STA: 2+60.00ELEV: 239.00STA: 2+72.00ELEV: 239.50STA: 2+80.00ELEV: 240.00STA: 2+48.00ELEV: 238.50STA: 2+36.00ELEV: 237.50STA: 2+24.00ELEV: 237.00STA: 2+12.00ELEV: 236.50STA: 2+00.00ELEV: 236.00STA: 1+88.00ELEV: 235.50CONCRETE ENERGYDISSIPATION STRUCTURE PERDETAIL 1 ON SHEET C-5.2PROPOSED TOPOF WALLPROPOSED TOP OF FOOTING,PROVIDE 1' COVER MINPROPOSED FG AT BACKOF WALL, 4:1 MAXREFER TO STRUCTURAL DETAIL 12 ON S-311REFER TO STRUCTURALDETAIL 14 ON S-311CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036BIKE PATH RETAINING WALLC-3.5SKYBLMSKY0feet401" = 20'2060RETAINING WALL(W)1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATIONPage 440 of 753
^^^^^^^^^^
^^^
^^^^^^^^^240245
237238239241
242
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246 24624610+0015+0016+0017+0017+86INTERSECTION DATASTA=10+00.00 BROADSTA=17+86.19 RAMONAN=2303463.15E=5764482.55BIKE SYMBOL ANDARROW, 10.5 SF TYPINSTALL (12) GREENBACK CHEVRONS PDETAIL 22, 50 LFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGENDIN RELOCATED LOCATION PERPLAN. 22 SF.GREENWAY SIGN WITH LEFTARROW PLAQUE ON 12' PUNCHPOST IN PARKWAY. SEE DETAIL AGREENWAY SIGN ON 12' PUNCH POST PERDETAIL A. INSTALL "SPEED HUMPS AHEAD"(W84-CA) SIGN AND "COMMERCIALVEHICLES OVER 3 TONS PROHIBITED"(R36-CA) SIGNS ON SAME POST.RELOCATE STOP SIGN ANDPUNCH POST IN PARKWAY1' DOWELED IN CURB PER DETAIL J243244
DOWELED IN CURBPER DETAIL JSEE SHEET C-4.5 FOR RAMONA DRIVEWAYSEE SHEET C-4.6FOR CURBRETURNSEE SHEET C-4.7FOR CURBRETURN17.5'10'8.5'5'10'17'REMOVE NO STOPPINGANYTIME AND BEGIN SIGNFROM EXISTING PUNCH POST8.5'10'17.5'3.8'REMOVE EXISTING COMMERCIAL LOADINGSIGN FROM EXISTING PUNCH POST. INSTALLR7-9 SIGN ON 12' PUNCH POSTREMOVE EXISTING SHARE THE ROAD SIGNFROM EXISTING PUNCH POST. INSTALLGREENWAY SIGN ON EXISTING PUNCH POSTINSTALL 3' WIDE YELLOWSTRIPING PER DETAIL 28 WITHZICLA SEPARATORS PER DETAIL GRELOCATE EXISTING STOP SIGN ANDPUNCH POST.INSTALL NEW STREET NAME SIGN BLADESPER CITY STD 7250 ON SAME POST.EXISTING FIRE HYDRANTREPLACE 40' OF YELLOW CURBWITH STANDARD GREY CURBREMOVE EXISTING IN-ROADFLASHER CANNISTERS AND POLEFURNISH AND INSTALL RAPID RECTANGULARFLASHING BEACON SYSTEM (RRFB) (CARMANAHR920-F OR APPROVED EQUAL), PEDESTRIANPUSH BUTTON AND SOLAR KIT ON NEW TYPE 1CPOLE.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2AND W16-7P) ON BOTH SIDES OF PUCH POST.SIGNS SHALL BE FLOURESCENT YELLOW/GREEN"XING" LEGEND21 SF, TYP"PED" LEGEND18 SF, TYPEDGE GRINDBIKE SYMBOL ANDARROW, 10.5 SF TYPDETAIL 22570 LF (CONT.)4" WHITE PARKINGLANE LINE. 200 LFINSTALL PEXCO FLEX POST MODELEAC DELINEATOR, 36" WHITE WITH2 GREY WRAPS, 10' O.C."STOP" LEGEND22 SF, TYP.12" WHITE10 LFHI-VIS CROSSWALK PERCITY STD 7350 (40 LF)HI-VIZ CROSSWALK PERCITY STD 7350 (30 LF)12" WHITE, 15 LFHI-VIS CROSSWALK PERCITY STD 7350 (27 LF)REMOVE EXISTING SIGNS AND INSTALLNEW GREENWAY SIGN PER DETAIL ABIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 32'BIKE SYMBOL AND ARROW, 10.5 SF TYP1/2 SCALE STOP LEGENDWITH LEFT TURN ARROWSDSD SD
SD^^^^^^>>>>15+0015+6910+0011+0012+0013+0014+00240236236237238239241235235236DOWELED IN CURB PER DETAIL J7.5'10'17.5'4.5'DETAIL 22570 LF (CONT.)INSTALL R4-11, R7-9 AND "END"PLAQUE ON 12' PUNCH POSTGREENWAY SIGN WITHLEFT ARROW PLAQUEEDGE GRINDBIKE SYMBOL AND ARROW, 10.5 SF TYP"XING" LEGEND 21 SF, TYP"PED" LEGEND 18 SF, TYPINSTALL PEXCO FLEX POST MODELEAC DELINEATOR, 36" WHITE WITH2 GREY WRAPS, 10' O.C.4" WHITE PARKINGLANE LINE. 245 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 340' RED PAINTED CURBNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060RAMONA [10+00 - 14+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060RAMONA [14+25 - 17+86]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEBIKE PATH - SEE PREVIOUS SHEETMATCHLINE - SEE NEXT SHEETRAMONA [10+00 - 17+86]C-3.6SKYBLMSKY7647364437773Page 441 of 753
SDSDGREENWAYGREENWAY^^^^^^^^^^^^^^15+0016+0017+0018+0010+0011+00INTERSECTION DATASTA=17+06.40 BROADSTA=10+00.00 MURRAYN=2302757.01E=5764463.06DOWELED IN CURB PER DETAIL J.STRIPED BUFFER PER DETAIL AYIELD LINEBIKE SYMBOL AND ARROW, 10.5 SF TYPDETAIL 22, 50 LFYIELD LINEGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPHI-VIS CROSSWALKPER ENG STD 7350. 26 LFDETAIL 22, 50 LFREMOVE EXISTINGTIME PARKING SIGNAND PUNCH POSTPEDESTRIAN CROSSING WARNING SIGN ON NEWPUNCH POST (W11-2 WITH W16-7P ARROW PLAQUE)PEDESTRIAN CROSSING WARNING SIGN ON NEWPUNCH POST (W11-2 WITH W16-7P ARROW PLAQUE)SEE SHEET C-4.11FOR CURBRETURNSEE SHEET C-4.12FOR CURBRETURNSEE SHEET C-4.13FOR CURBRETURNSEE SHEET C-4.14FOR CURBRETURNON EXISTING PUNCH POST: REMOVEBIKE MAY USE FULL LANE SIGN.INSTALL R7-9 AND END PLAQUE"SPEED HUMPAHEAD" SIGNW84(CA)REMOVE EXISTING TIMEDPARKING SIGN AND PUNCH POSTDETAIL 1362 LF CONT.GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYP'HUMP" LEGEND25 SF, TYPINSTALL STOP LEGENDAND LIMIT LINE. 22 SF.12" WHITE, 17 LFHI-VIS CROSSWALKPER ENG STD 7350. 26 LFHI-VIS CROSSWALKPER ENG STD 7350. 34 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 36" CONCRETE CURBSTOPS, BACK TO BACK6" CONCRETE CURBSTOPS, BACK TO BACKINSTALL PEXCO FLEX POSTMODEL EAC DELINEATOR, 36"WHITE WITH 2 GREY WRAPS.INSTALL PEXCO FLEX POSTMODEL EAC DELINEATOR, 36"WHITE WITH 2 GREY WRAPS.BIKE SYMBOL AND ARROW, 10.5 SF TYPINSTALL PREFORMED THERMOPLASTIC SHEETS, COBBLE PATTERN, DARK BRICKRED COLOR, ENNIS-FLINT BY PPG TRAFFIC PATTERNS OR APPROVED EQUAL.¬CONTRACTOR SHALL CONFIRM PATTERN AND COLOR PRIOR TOINSTALLATION.WVGREENWAY^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^GREEN
WAY
10+0011+0012+0013+0014+0010+0011+00
1717+86 INTERSECTION DATASTA=11+38.73 BROADSTA=10+00.00 MEINECKEN=2303324.48E=5764478.34INTERSECTION DATASTA=10+00.00 BROADSTA=17+86.19 RAMONAN=2303463.15E=5764482.55STRIPED BUFFER WITHARMADILLOS PER DETAIL F.GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPHI-VIS CROSSWALKPER ENG STD 7350 (41 LF)BIKE SYMBOLAND ARROWINSTALL DETAIL 29 W/6"YELLOW ANGLED HATCHESSPACED AT 5' INTERVALSINSTALL (12) GREENBACKCHEVRONS PER DETAIL KDETAIL 2275 LFGRIND STOP BAR AND LEGEND. INSTALL STOP BAR ANDLEGEND IN RELOCATED LOCATION PER PLAN. 22 SFGREENWAY SIGN ON 12' PUNCH POST IN PARKWAY.DETAIL 22, 50 LF.DRIVEWAY MARKING,TYPICAL. SEE DETAIL H.GREENWAY SIGNON 12' PUNCHPOST. SEE DETAIL HRELOCATE STOP SIGN AND PUNCH POST IN PARKWAYDOWELED INCURB PERDETAIL JDETAIL 22, 50 LFREMOVE AND RECONSTRUCT SPEED HUMPPER CITY STANDARDS 7320 / 21 (TYPE 1)REPLACE EXISTING SPEED HUMP SIGNWITH W84 (CA) "SPEED HUMPS AHEAD"SIGN ON EXISTING PUNCH POSTSEE SHEET C-4.6FOR CURBRETURNSEE SHEET C-4.7FOR CURBRETURNSEE SHEET C-4.9FOR CURBRETURNSEE SHEET C-4.8FOR CURBRETURNSEE SHEET C4.10FOR CURBRETURN10.6'4'17.9'PEDESTRIAN CROSSING WARNING SIGN ON NEWPUNCH POST (W11-2 WITH W16-7P ARROW PLAQUE)GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPREPLACE EXISTING25 MPH SPEEDLIMIT SIGNREMOVE AND REINSTALLEXISTING STOP SIGNREMOVE AND REINSTALLEXISTING "PARKING BYCITY PERMIT ONLY SIGN"12" WHITE, 10 LF12" WHITE15 LFHI-VIS CROSSWALKPER ENG STD 7350 (31 LF)'HUMP" LEGEND25 SF, TYPDETAIL 1362 LF CONT.GRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SF12" WHITE9 LFINSTALL STOP LEGENDAND LIMIT LINE. 22 SF.NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060BROAD [10+00 - 14+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060BROAD [14+25 - 18+75]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMATCHLINE - SEE NEXT SHEETMATCHLINE - SEE PREVIOUS SHEETMATCHLINE - SEE PREVIOUS SHEETBROAD [10+00 - 18+75]C-3.7SKYBLMSKY86677343436444367476368348634463430"X24"60"X24"18"X18"10634Page 442 of 753
///X/////////GREENWAYGREENWAY^^^^^^^^^^^^^^^^^^^^^24+0025+0026+0027+0027+6010+0011+0INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.30DOWELED IN CURBPER DETAIL JSTRIPED BUFFERPER DETAIL F230235231232233234237
238239INSTALL R7-9 AND ENDPLAQUE ON EXISTINGPUNCH POSTSEE SHEET C-4.15FOR CURBRETURNSEE SHEET C-4.16FOR CURBRETURNDETAIL 2250 LFINSTALL GREENWAY SIGN ON 14' PUNCH POST. SEEDETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPINSTALL (11) GREENBACKCHEVRONS PER DETAIL KGREENWAY SIGN WITHRIGHT ARROW PLAQUEON 12' PUNCH POST. SEEDETAIL H12" WHITE, 18 LFINSTALL GREENWAY SIGN ON 14' PUNCH POST IN PARKWAY.SEE DETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.DETAIL 2250LFRELOCATE EXISTING STOPSIGN AND ALL WAY PLAQUEONTO NEW PUNCH POSTGREENWAY SIGN ANDLEFT ARROW PLAQUEON 12' PUNCH POSTREMOVE AND RELOCATEEXISTING SPEED LIMIT SIGNREMOVE "ALL WAY" PLAQUE ANDREPLACE WITH W4-4P CROSSTRAFFIC DOES NOT STOP17.8'10.1'4'DETAIL 1488 LF CONT.GEND TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SF12" WHITE15 LFDETAIL 2212 LFGRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SFGRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SF12" WHITE16 LF239.50 TC239.00 FL9.05238.75FS239.13FS5± (R)STA=23+11.17OFFSET=16.9± (R)STA=23+43.08OFFSET=19.0± (R)STA=23+74.99OFFSET=19.0± (R)BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2ON FROMO 6" CURBND REINSTALLMP (TYPE 2) PER320 & 7321///////////////////////////////////////XXXXXXX^^^^^^^^^^^^^^^^^^19+0020+0021+0022+0023+00DETAIL 22, 50 LFBIKE SYMBOL AND ARROW, 10.5 SF TYPDOWELED IN CURB PER DETAIL JDOWELED IN CURB PER DETAIL J230235
227228229231
232
233
234
236237238239 240238239DOWELED IN CURBPER DETAIL J17.3'12.1'4.6'INSTALL R7-9 AND BEGIN PLAQUEUNDER W84 (CA) ON 12' PUNCH POSTDETAIL 1488 LF CONT.PER'HUMP" LEGEND25 SF, TYP'HUMP" LEGEND25 SF, TYP236.16 TC235.66 FLMATCH EX.237.37 TC235.37 FL240.08 TC238.08 FL240.49 TC238.49 FL240.49 TC239.99 FLMATCH EX.240.53 TC240.03 FLMATCH EX.240.58 TC238.58 FL240.86 TC238.86 FL241.02 TC239.02 FL241.10 TC239.10 FL241.02 TC239.02 FL239.50 TC239.00 FL239.05FSSTA=21+40.50OFFSET=16.5± (R)STA=21+46.74OFFSET=16.9± (R)STA=22+23.39OFFSET=16.9± (R)STA=22+30.51OFFSET=24.1± (R)STA=22+43.83OFFSET=24.1± (R)STA=22+46.95OFFSET=15.2± (R)STA=22+58.40OFFSET=16.9± (R)STA=22+53.40OFFSET=15.2± (R)STA=22+78.68OFFSET=16.9± (R)STA=22+83.49OFFSET=13.9± (R)STA=22+93.94OFFSET=13.9± (R)STA=22+98.85OFFSET=16.9± (R)STA=23+11.17OFFSET=16.9± (R)STA=23+11.17OFFSET=19.0± (R)BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 3TRANSITION FROM2' TO 6" CURB240.52 TC238.52 FLTRANSITION FROM2' TO 6" CURBTRANSITION FROM2' TO 6" CURBW, 10.5 SF TYPREMOVE AND REINSTALLSPEED HUMP (TYPE 2) PERCITY STD. 7320 & 7321REMOVE AND REINSTALLSPEED HUMP (TYPE 2) PERCITY STD. 7320 & 7321PROTECT ANDPRESERVE EXISTINGSEWER CLEANOUTPROTECT AND PRESERVEEXISTING SIGNPROTECT ANDPRESERVEEXISTING TREEPROTECT AND PRESERVEEXISTING MAILBOX,POWER POLE, AND SIGNREFER TO STRUCTURAL DETAIL 24ON SHEET S-311REFER TO STRUCTURAL DETAIL 24ON SHEET S-311NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060BROAD [18+75 - 23+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060BROAD [23+25 - 27+60]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMATCHLINE - SEE NEXT SHEETMATCHLINE - SEE PREVIOUS SHEETBROAD [18+75 - 27+60]C-3.8SKYBLMSKY637777774634840"X24"10Page 443 of 753
SDSDSSSSSSSSSSSSSS10+0011+00
+0015+0016+0017+0018+00INTERSECTION DATASTA=10+00.00 CHORROSTA=16+75.63 MISSIONN=2301989.58E=5765140.20INSTALL GREENWAY SIGN ON 14' PUNCH POST. SEEDETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.GREENWAY SIGN AND RIGHT ARROW PLAQUE ON 12' PUNCH POST. SEE DETAIL AGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 22, 50 LFBIKE SYMBOL AND ARROWDOWELED IN MEDIAN PER DETAIL J10'10'8'3'12 SCALE STOP LEGENDSEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.18 FOR CURB RETURNSEE SHEET C-4.22FOR CURBRETURNSEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURNSDGREENWAY^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^INSTALL BACK TO BACK SIGNS: R7-9SIGN FACING SOUTHBOUND, 18"R1-1 FACING NORTHBOUND ON 12'PUNCH POSTSTOP LEGEND & LIMIT LINE, 22 SF19.7'19.6'9'STOP LEGEND & LIMIT LINE 22 SF12" WHITE, 11 LF12" WHITE, 18 LF12" WHITE, 18 LFDETAIL 22, 11 LFDETAIL 22, 9 LFSSSSSSSSSSSS
SS
SS
+0012+0013+0014+11+00
10+00INTERSECTION DATASTA=12+87.98 MISSIONSTA=10+00.00 ALMONDN=2301939.22E=5764755.84220225219221222223224226227228229ALMOND
A
L
L
E
YSEE SHEET C-4.17FOR CURBRETURNDETAIL 1108 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAYGREEN
WAY
>>>^^^^
^Y SYMBOL PERHEET C-5.1N ON 12'E DETAIL AGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060MISSION [11+00 - 14+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060MISSION [14+00 - 18+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMISSION [11+00 - 18+25]C-3.9SKYBLMSKY3477777636343663446325MATCHLINE - SEE PREVIOUS SHEETPage 444 of 753
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011SD^^^^^^^^
^^^
^^^^^^^^^^^^^^^^^^^^10+0011+0014+0015+0016+0017+0010+0011+00INTERSECTION DATASTA=17+09.04 CHORROSTA=10+00.00 CENTERN=2301310.85E=5765345.30INTERSECTION DATASTA=13+54.79 CHORROSTA=10+00.00 VENABLEN=2301650.02E=5765243.044" WHITE EDGE LINEDETAIL 22, 50 LFEDGE GRINDDOWELED IN MEDIAN PER DETAIL JBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'DOWELED IN MEDIAN WITH PLANTER PER DETAIL J4" YELLOW LINE, 3' WITH 9' GAPDOWELED IN MEDIAN WITHPLANTER PER DETAIL J12 SCALE STOP LEGENDSTOP BARBIKE SYMBOL AND ARROWHI VIS CROSSWALKPER ENG STD 7350. 37 LF.STOP LEGEND & LIMIT LINE12 SCALE STOP LEGENDAND LIMIT LINE"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.23FOR CURBRETURNSEE SHEET C-4.24FOR CURBRETURNSEE SHEET C-4.26FOR CURBRETURNSEE SHEET C-4.25FOR CURBRETURNBIKE CROSSING PER CITYSTANDARD 7360, CASE 3SEE SHEET C-4.28
FOR CURB
RETURNSEE SHEET C-4.27FOR CURBRETURN4" YELLOW APPROX 25'DETAIL 2250 LFDETAIL 1151 LFINSTALL R7-9 ON 12'PUNCH POSTINSTALL R7-9 AND END PLAQUE ON 12' PUNCH POSTINSTALL R7-9 AND BEGINPLAQUE ON EXISTINGPUNCH POST WITHSTREET NAME SIGNS.7.9'10'10'4.5'3.9'12" WHITE19 LF12" WHITE16 LFSTOP LEGEND & LIMIT LINE12" WHITE10 LFHI VIS CROSSWALKPER ENG STD 7350. 38 LF.12" WHITE18 LFDETAIL 22, 50 LFSDSDSSSSGREENWAY^^^^^^^^^^^^^^^^^^^^^^10+0011+0012+0013+0016+0017+00INTERSECTION DATASTA=10+00.00 CHORROSTA=16+75.63 MISSIONN=2301989.58E=5765140.20DOWELED IN MEDIAN WITH PLANTER PER DETAIL JR4-11 ON 12' PUNCHPOST IN PARKWAYSTOP BAR AND LEGEND4" WHITE EDGE LINEDETAIL 2250 LFHI VIS CROSSWALK PERENG STD 7350. 37 LFBIKE CROSSING PER DETAIL KTWO (2) BACK TO BACK GREENWAY SIGNS ON 12' PUNCH POST IN PAVERS. SEE DETAIL BINSTALL R7-9 SIGN UNDER SOUTHBOUND GREENWAY SIGNBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'4" YELLOW LINE, 3' WITH 9' GAPEDGE GRINDBIKE BUFFER PER DETAIL ADOWELED IN MEDIAN WITH PLANTER PER DETAIL J12 SCALE STOP LEGENDSTOP BARDETAIL 1, 185 lfSEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.22FOR CURBRETURNSEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURNINSTALL "NO PARKING BIKELANE" SIGN (R4-9) ON NEWPUNCH POST8.1'10'10'4.5'3.9'INSTALL 18" R1-1 SIGN ON 12' PUNCH POSTCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO [10+00 - 17+50]C-3.10SKYBLMSKY0feet401" = 20'2060CHORRO [10+00 - 13+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060CHORRO [13+00 - 17+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVE767777776336334636464464646433638827"x44.5"(24"X36"OPENING)42"X30"Page 445 of 753
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011>>>>>>^^^^^^^^^^
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^^^^^^^^^^^^^^^^^^^^^22+0023+0024+0025+0026+0010+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.424" YELLOW LINE, 3' WITH 9' GAPDOWELED IN MEDIAN PER DETAIL JDOWELED IN MEDIAN WITHPLANTER PER DETAIL JTWO (2) BACK TO BACK GREENWAY SIGNSON 12' PUNCH POST IN PAVERS. SEE DETAIL AREMOVE R4-11 SIGN AND PUNCH POSTINSTALL (11) GREENBACK CHEVRONS PER DETAIL KBIKE SYMBOLAND ARROW, 10.5 SF4" YELLOW APPROX 25'4" WHITE EDGE LINEDETAIL 1151 LFHI VIS CROSSWALKPER ENG STD 7350, 37 LF12 SCALE STOP LEGENDDOWELED IN MEDIAN PER DETAIL JEDGEGRINDEDGE GRINDSTOP LEGEND & LIMIT LINEDETAIL 2250 LFINSTALL GREENWAY SIGN ON 12'PUNCH POST AND MODIFIED R10-15SIGN "LEFT/RIGHT TURN YIELD TO BIKES"STOP LEGEND& LIMIT LINEBIKE SYMBOL AND ARROW, 10.5 SF TYPGREENWAY SIGN AND R7-9 SIGN ON 12' PUNCH POSTSTRIPED BUFFER WITH ZICLA ZEBRASEPARATORS PER DETAIL G.GRIND EXISTING STRIPING ON CONCRETEBRIDGE DECK AND RESTRIPE PER PLANSTOP BARSEE SHEET C-4.34FOR CURBRETURNSEE SHEET C-4.35FOR CURBRETURNSEE SHEET C-4.36FOR CURBRETURNSEE SHEET C-4.37FOR CURBRETURNGREEN BACK SHARROWPER DETAIL CGREENWAY SIGN ON 12' PUNCH POSTGREENWAY SIGN ON 12' PUNCH POSTSTOP LEGEND& LIMIT LINER7-9 SIGN AND END PLAQUEON 12' PUNCH POSTREMOVE AND REPLACE CURB, GUTTER ANDSIDEWALK PER CITY STD 4030 AND 4110. ASPHALTPAVEMENT DIGOUT REPAIR. REMOVE AC/BASE ANDREPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT(HMA) TYPE "A" (1/2" MAX AGGREGATE).7.5'10.1'11.7'4.5'2.9'6.3'10.5'10.5'6.1'DETAIL 1372 LF CONTHI VIS CROSSWALKPER ENG STD 7350, 35 LF12" WHITE, 14 LF12" WHITE, 19 LF12" WHITE, 11 LFDETAIL 2250 LFHI VIS CROSSWALKPER ENG STD 7350, 40 LFHI VIS CROSSWALKPER ENG STD 7350, 40 LFSTA=26+04.43ME=198.22±STA=25+81.81ME=197.93±±197.7 TC±196.8 FLMATCHEXISTING±198.2 TC±197.2 FLMATCHEXISTINGDETAIL 2216 LFBIKE SYMBOLAND ARROW, 10.5 SF>>>>>>>>^^^^^^^^^^
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^^^^^^^^^^^^^^^^^18+0019+0020+0021+0022+0010+0011+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.13DOWELED IN MEDIAN WPLANTER PER DETAIL J4" YELLOW LINE,3' WITH 9' GAPEDGE GRINDBIKE SYMBOL AND ARROWBIKE SYMBOLAND ARROW4" WHITE EDGE LINEDETAIL 1204 LFDOWELED IN MEDIAN PER DETAIL JBIKE SYMBOL AND ARROW, 10.5 SF TYP4" YELLOW APPROX 25'DOWELED IN MEDIAN WITH PLANTER PER DETAIL J4" YELLOW LINE, 3' WITH 9' GAPDOWELED IN MEDIAN WITH PLANTER PER DETAIL J12' PUNCH POST WITH NORTHBOUNDFACING R1-1 (18" x 18").DOWELED IN MEDIAN PER DETAIL J"LEFT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.30FOR CURBRETURNSEE SHEET C-4.29FOR CURBRETURNSEE SHEET C-4.31FOR CURBRETURNSEE SHEET C-4.33FOR CURBRETURNSEE LANDSCAPEPLANSSTOP LEGEND & LIMIT LINEBIKE CROSSING PER CITY STD. 7360, CLASS 3INSTALL R7-9 SIGN AND ENDPLAQUE ON 12' PUNCH POST4" YELLOW APPROX 25'INSTALL R7-9 SIGN ON12' PUNCH POST18'10'4.5'4.3'12" WHITE18 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO [17+50 - 26+50]C-3.11SKYBLMSKY0feet401" = 20'2060CHORRO [21+75 - 26+50]1" = 20' HORIZONTAL SCALEMATCHLIN
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NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910116+057+008+009+00GREEN BACK SHARR
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XXXXXXXXXXXXX27+0028+0029+0030+0010+00DETAIL 22, 50 LFSTOP BAR ANDLEGEND, 22 SFDETAIL 2250 LFBIKE SYMBOL ANDARROW, 10.5 SF TYP10' BREAK IN MEDIANFOR STORM DRAIN12' BREAK IN MEDIAN FORSTORM DRAIN & EXISTING SSMHDETAIL 1372 LF CONTDOWELED IN MEDIAN PER DETAIL JCALTRANS RIGHT-OF-WAYCALTRANS RIGHT-OF-WAYCALTRANS RIGHT-OF-WAYPRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-031BIKE SYMBOL AND ARROW, 10.5 SF TYPREMOVE EXISTING R7-9SIGN AND PUNCH POSTREMOVE AND REPLACEEXISTING FENCE, 257 LF. REFERTO LANDSCAPE PLANS.REMOVE AND REPLACEEXISTING FENCE, 243 LF.REFER TO LANDSCAPE PLANS.SEE SHEET C-4.38FOR CURBRETURNREMOVE EXISTING PUNCH POSTAND RELOCATE R7-9 UNDEREXISTING SPEED LIMIT SIGNREMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD4030 AND 4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVEAC/BASE AND REPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT (HMA)TYPE "A" (1/2" MAX AGGREGATE).STA=26+46.49ME=197.92±STA=26+63.46ME=197.78±±197.6 TC±197.1 FLMATCHEXISTING±198.0 TC±197.5 FLMATCHEXISTINGREMOVE AND REPLACEEXISTING FENCE, 23 LF. REFERTO LANDSCAPE PLANS.SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE ELECTRICALPLANS (TYP)PROTECT AND PRESERVEEXISTING FENCESEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE ELECTRICALPLANS (TYP)REMOVE AND REPLACEEXISTING FENCE, 21 LF.REFER TO LANDSCAPE PLANS.PROTECT AND PRESERVEEXISTING FENCEREMOVE AND REPLACEEXISTING FENCE, 19 LF.REFER TO LANDSCAPE PLANS.SEE ELECTRICALPLANS (TYP)SEE LANDSCAPEPLANS (TYP)STRIPED BUFFER WITH ZICLAZEBRA SEPARATORS PER DETAIL GPROTECT AND PRESERVEEXISTING FENCEREMOVE AND REPLACEEXISTING FENCE, 22 LF. REFERTO LANDSCAPE PLANS.PROTECT AND PRESERVEEXISTING FENCE6'10'10'6'4'4'REMOVE ANDREPLACE EXISTINGSIDEWALK TO NEARESTJOINTSTA=28+06.64ME=194.72±STA=28+26.64ME=194.33±±194.7 TCMATCHEXISTING±194.2 TCMATCHEXISTING12" WHITE, 12 LFNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [26+50 - 29+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE CHORRO [21+75 - 26+50]MATCHLINE - SEE NEXT SHEETCHORRO [26+50 - 29+50]C-3.13SKYBLMSKY77Page 448 of 753
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10+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.96BIKE LANE MARKINGS PER CITY DETAIL 7360, CASE 3EDGE GRINDHI VIS CROSSWALKPER ENG STD 7350. 29 LFEDGE GRINDDOWELED IN MEDIAN PER DETAIL JBIKE SYMBOL AND ARROW, 10.5 SF TYPDETAIL 22, 50 LFYELLOW "SLOW" LEGEND, 21 SF TYPYELLOW "SCHOOL"LEGEND. 35 SF, TYPYELLOW "XING" LEGEND21 SF, TYPREMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD 4030AND 4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE ANDREPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (1/2" MAXAGGREGATE).FURNISH AND INSTALL RAPID RECTANGULAR FLASHINGBEACON SYSTEM (RRFB) (CARMANAH R920-F ORAPPROVED EQUAL), PEDESTRIAN PUSH BUTTON ANDSOLAR KIT ON NEW TYPE 1C POLE.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 ANDW16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BEFLOURESCENT YELLOW/GREENEDGEGRINDEDGE GRINDYIELD LINEBIKE SYMBOL ANDARROW, 10.5 SF TYPBIKE SYMBOL AND ARROW, 10.5 SF TYPDOWELED IN MEDIANPER DETAIL JDOWELED IN MEDIAN PER DETAIL JYIELD LINEDETAIL 1180 LFREMOVE R26(CA) ANDD11-1 SIGN FROMEXISTING PUNCH POST.INSTALL R7-9 AND R3-17SIGN ON EXISTINGPUNCH POST.REPLACE IN ROADWAY PEDESTRIAN CROSSING SIGNSYELLOW HI VIS CROSSWALKPER ENG STD 7350INSTALL R1-1 PUNCH POST WITH TWO RED RETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND A STRIP OF RED RETROREFLECTIVEMATERIAL PLACED FOR THE FULL LENGTH OF THE PUNCH POST FROM THE BOTTOM MOST SIGNTO 2 FEET ABOVE THE EDGE OF THE ROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDER THE STOP SIGN.HI VIS CROSSWALKPER ENG STD 7350. 25 LFFURNISH AND INSTALL RAPID RECTANGULAR FLASHINGBEACON SYSTEM (RRFB) (CARMANAH R920-F ORAPPROVED EQUAL), PEDESTRIAN PUSH BUTTON ANDSOLAR KIT ON NEW TYPE 1C POLE.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 ANDW16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BEFLOURESCENT YELLOW/GREENSEE SHEET C-4.42FOR CURBRETURNSEE SHEET C-4.43FOR CURBRETURNSEE SHEET C-4.44FOR CURBRETURNSEE SHEET C-4.45FOR CURBRETURNSEE SHEET C-4.47FOR CURBRETURNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.49FOR CURBRETURNSEE SHEET C-4.46FOR CURBRETURN30REMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR3-17 SIGN ON EXISTING PUNCH POST.STOP BAR AND LEGEND, 22 SF7.5'10.2'9.8'6'REMOVE AND REPLACEEXISTING STOP SIGN.REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN ANDADD "ALL WAY" PLAQUEUNDER STOP SIGNREMOVE AND REPLACEEXISTING STOP SIGN.REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN ANDADD "ALL WAY" PLAQUEUNDER STOP SIGNINSTALL R1-1 PUNCH POST WITH TWO REDRETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND ASTRIP OF RED RETROREFLECTIVE MATERIAL PLACED FORTHE FULL LENGTH OF THE PUNCH POST FROM THEBOTTOM MOST SIGN TO 2 FEET ABOVE THE EDGE OF THEROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDERTHE STOP SIGN.DETAIL 2250 LFDETAIL 22, 50 LFHI VIS CROSSWALKPER ENG STD 7350. 39 LFHI VIS CROSSWALKPER ENG STD 7350. 40 LF12" WHITE, 11 LFSTOP BAR ANDLEGEND, 22 SF12" WHITE,12 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 3BIKE LANEMARKINGS PERCITY DETAIL 7360,CASE 227'34'37'BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2STA=36+28.75ME=212.87±STA=35+95.75ME=210.35±±209.3 TC±208.8 FLMATCHEXISTING±212.2 TC±211.7 FLMATCHEXISTING12" WHITE, 11 LF12" WHITE, 11 LFSTOP BAR AND LEGEND, 22 SFSTOP BAR AND LEGEND, 22 SF12" WHITE, 15 LF12" WHITE, 19 LFSTOP BAR ANDLEGEND, 22 SFSTOP BAR ANDLEGEND, 22 SF±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_ChorroX
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^^^^^^^^^^^^^^^^^XXXXX30+0031+0032+0033+0010+00INTERSECTION DATASTA=30+30.98 CHORROSTA=10+00.00 WALNUTN=2300167.64E=5765983.33HI VIS CROSSWALKPER ENG STD 7350, 50 LFDETAIL 22, 50 LFSTOP BAR ANDLEGEND, 22 SFBIKE LANE MARKINGS PER CITY DETAIL 7360, CASE 3DETAIL 2250 LFDOWELED IN MEDIAN PER DETAIL JDOWELED IN MEDIANPER DETAIL JBIKE SYMBOL ANDARROW, 10.5 SF TYPBIKE SYMBOL AND ARROW12' BREAK IN MEDIAN FORSTORM DRAIN & EXISTING SSMHPRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-031"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.38FOR CURBRETURNSEE SHEET C-4.40FOR CURBRETURN7'10.5'10.5'5.8'8.6'10'10.5'6.5'DETAIL 2250 LFDETAIL 1180 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2REMOVE AND REPLACEXISTING FENCE, 23 LF. REFERTO LANDSCAPE PLANS.CAPE(TYP)SEE LANDSCAPEPLANS (TYP)PROTECT AND PRESERVEEXISTING FENCEREMOVE AND REPLACEEXISTING FENCE, 19 LF.REFER TO LANDSCAPE PLANS.PROTECT AND PRESERVEEXISTING FENCE12" WHITE, 12 LFSTA=31+48.95 17.70' LSTA=31+69.10 18.17' LBEGIN MEDIAN TRANSITIONEND MEDIAN TRANSITIONNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [33+25 - 38+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALEMATCHLINE - SEE NEXT SHEET0feet401" = 20'2060CHORRO [29+50 - 33+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE ABOVEMATCHLINE - SEE BELOWCHORRO [29+50 - 38+00]C-3.14SKYBLMSKY37746446337637773666444464434336633446335830"X24"99Page 449 of 753
SSSSSSSSSSGREENWAYGREEN
WAY
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^E-E 4444441138+0039+0040+0041+0010+00 INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03DETAIL 1, 127 LFYELLOW "SLOW" LEGENDBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2DETAIL 8TYPE IV ARROW (L)TYPE II (R) ARROWGREENWAY SIGN ON12' PUNCH POSTBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2YIELD LINEBIKE SYMBOL ANDARROW, 10.5 SF TYP"BIKE LANE ENDS" SIGN & "BIKEMAY USE FULL LANE" SIGNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.49FOR CURBRETURNSTA=40+07.71ME=222.91±STA=40+79.02ME=223.54±STA=40+14.84ME=222.08±STA=40+26.78ME=222.22±7373330"X24"STA=39+28.71ME=221.23±STA=39+79.41ME=221.78±STA=39+51.64ME=221.47±STA=39+31.72ME=221.25±SEE AC MILL AND FILL NOTESFOR AREA WITHIN EXISTINGROADWAY BETWEEN EXISTINGCURBSHI-VIS CROSSWALK PERENG STD 7350. 36 LF6'10'10'6'25 MPH SIGN ON 12'PUNCH POSTREMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR3-17 SIGN ON EXISTING PUNCH POST.DETAIL 22, 50 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 2295 LFHI-VIS CROSSWALK PERENG STD 7350. 38 LFHI-VIS CROSSWALK PERENG STD 7350. 32 LFHI-VIS CROSSWALK PERENG STD 7350. 30 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2BIKE LANEMARKINGS PERCITY DETAIL 7360,CASE 2222.64 TC221.96 FLMATCH EX.223.43 TC222.95 FLMATCH EX.WHITE, 19 LFSTOP BAR ANDLEGEND, 22 SFSTOP BAR ANDLEGEND, 22 SFYELLOW "SCHOOL" LEGEND, 35 SFYELLOW "XING" LEGEND, 21 SFBIKE SYMBOL ANDARROW, 10.5 SF TYPREMOVE ANDREPLACE TREEE WELLPER CITY STD 8130REMOVE ANDREPLACE TREEE WELLPER CITY STD 8130STA=40+71.23STA=40+81.51ME=222.7±222.2± FLME=222.2± LIPELEVATION210.0215.0220.0225.0230.0235.0240.0210.0215.0220.0225.0230.0235.0240.0PVI STA = 37+92.88PVI ELEV = 221.24PVI STA = 40+71.24PVI ELEV = 222.710.53%221.137+75221.28221.338+00221.54221.6221.81221.839+00222.07222.0222.33222.340+00222.60222.5222.740+75CENTERLINEOFFSET = -15.2' (L)1.5%CENTERLINEOFFSET = 15.2' (R)3.0%4.5" MIN HOT MIX ASPHALT (HMA)TYPE "A" PER STATE STANDARDSPECIFICATIONS; 1/2" MAXAGGREGATE, TYP.12" MIN SUBGRADE AT 95% MINRELATIVE COMPACTION (ASTM TESTMETHOD D1557 OR CAL 216)14.5" MIN CLASS 2 AGGREGATE BASEPER STATE STANDARD SPECIFICATIONSSEC E-E: CHORRO RECONSTRUCTION STA: 37+63.26 TO 40+79.02PER SOILS REPORT BY EARTH SYSTEMS PACIFIC:R-VALUE = 19TRAFFIC INDEX = 8.0NOTE:THERE ARE EXISTING SHALLOW UTILITIES WITHINPROPOSED WORK AREA. CONTRACTOR SHALL PROTECTAND PRESERVE EXISTING UTILITIES IN PLACER ANDCOORDINATE WITH GEOTECHNICAL ENGINEER.MIN.MAX.1.50%EXISTING SIDEWALK TOREMAIN UNLESS WHERESHOWN PER PLANEXISTING SIDEWALKTO REMAIN UNLESSWHERE SHOWN PERPLANRIGHT-OF-WAYRIGHT-OF-WAY50' RIGHT-OF-WAY3.0%MAX.1.5%MIN.1.50%ADD NEW CURB AND GUTTERPER CITY STD 4030ADD NEW CURB AND GUTTERPER CITY STD 4030 (TYP)NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 41+50]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO [38+00 - 41+50]C-3.15SKYBLMSKY8MATCHLINE - SEE NEXT SHEETPage 450 of 753
GREEN
WAYGREENWAY45+0042+0043+0044+00GREENWAY LEGEND PERDETAIL BGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPINSTALL LEFT-TURN BIKEBOX PER DETAIL DGREENWAY SIGN ON 12'PUNCH POSTGREENWAY SIGN ON 12'PUNCH POSTYELLOW DETAIL 2231 LFGRIND EXISTINGSTRIPING ANDREPLACE AS NOTEDGRIND EXISTINGSTRIPING ANDREPLACE AS NOTED15'4.3'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 1” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [41+50 - 45+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALECHORRO [41+50 - 45+00]C-3.16SKYBLMSKYPage 451 of 753
ELEVATION274.0276.0278.0280.0274.0280.0-1.57%3.33%-5.22%-1.70%2.78%0+90278.22277.6278.20277.81+25277.95277.9277.87277.9278.03277.6277.99277.51+501+51L = 27.01'-5.00%-1.57%3.11%-1.70%0.77%PVI STA = 1+18.96PVI ELEV = 278.21PVI STA = 1+29.96PVI ELEV = 277.95PVI STA = 1+34.97PVI ELEV = 277.87PVI STA = 1+40.97PVI ELEV = 278.06PVI STA = 1+45.97PVI ELEV = 277.97PVI STA = 1+23.96PVI ELEV = 278.25-5.00%-1.57%3.11%-1.70%0.77%PVI STA = 1+18.96PVI ELEV = 277.61PVI STA = 1+34.97PVI ELEV = 277.87PVI STA = 1+29.96PVI ELEV = 277.95PVI STA = 1+40.97PVI ELEV = 277.56PVI STA = 1+45.97PVI ELEV = 277.47PVI STA = 1+23.96PVI ELEV = 277.75PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADENOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910^
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^^^^^^^^^^^^^^^^^^^^0+901+001+51Δ=77°21'31"R=20.00'L=27.00'Δ=81°52'32" R=20.00' L=28.58'±278.0 TC±277.5 FLMATCHEXISTING278.06 TC277.56 FL277.87 TC277.87 FL279.66 TC279.12 FL±278.5 FS SAWSTA=0+91.86 5.5±279.0 FS SAWCUT AP MATCH EXISTSTA=1+13.04 6.97± (R) CR_Felton(NW)±277.9 FS SAWCUT AP MATCH EXISTSTA=10+16.73 43.97± (R) CL_Ferrini±278.4 FS SAWCUT AP MATCH EXISTSTA=10+21.51 22.65± (R) CL_Ferrini±278.0 FS SAWCUT AP MATCH EXISTSTA=10+29.84 17.16± (R) CL_Ferrini1.5%1.7%±278.2 FSMATCHEXISTING278.13TC/FS4.6%1.8%278.67 TC278.67 FL278.74 TC278.74 FL277.95 TC277.95 FL278.25 TC277.75 FL±278.2 TC±277.6 FLMATCHEXISTING112.2%1.0%8.6%8.7%1.0%1.5%0.2%3.1%7.9%5.0%1.0%1.0%±278.3 FSMATCHEXISTING278.29TC/FS278.45 TC277.95 FS278.63 TC278.13 FS1.6%3.8%1.4'2'1.5'2'1.2'STA=10+32.56 21.3± (R) CL_FerriniSTA 1+18.96 CR_Felton(SW)N = 2305015.27E = 5763714.701564360.6%2
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'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101"=5'515FERRINI | FELTON (SW)1"=5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEFELTON - SEE NEXT SHEETFERRINIFELTON CURB RETURNSC-4.1SKYBLMSKYPage 452 of 753
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^^^^^^^^^^^^^^^^^^^^^^^^^^^10+000+901+001+511+51Δ =7 7 °2 1 '3 1 "R =2 0 .0 0 'L =2 7 .Δ=81°52'32" R=20.00' L=28.58'±278.9 TC±278.3 FLMATCHEXISTING±278.0 TC±277.5 FLMATCHEXISTING278.06 TC277.56 FL277.87 TC277.87 FL278.96 TC278.46 FL279.66 TC279.12 FL±278.5 FS SAWCUT AP MATCH EXISTSTA=0+91.86 5.50± (R) CR_Felton(NW)±279.0 FS SAWCUT AP MATCH EXISTSTA=1+13.04 6.97± (R) CR_Felton(NW)±279.6 FS SAWCUT AP MATCH EXISTSTA=9+96.60 17.53± (R) CL_Ferrini±277.9 FS SAWCUT AP MATCH EXISTSTA=10+16.73 43.97± (R) CL_Ferrini±278.4 FS SAWCUT AP MATCH EXISTSTA=10+21.51 22.65± (R) CL_Ferrini1.5%1.7%±278.2 FSMATCHEXISTING278.13TC/FS4.6%1.8%278.67 TC278.67 FL278.74 TC278.74 FL±279.9 TC±279.4 FLMATCHEXISTING277.95 TC277.95 FL278.25 TC277.75 FL0.7%0.7%0.3%1.5%1.5%12.2%1.0%278.99TC/FS279.26 TC278.76 FS±279.9 FSMATCHEXISTING±279.0 FSMATCHEXISTING3.5%8.6%0.3%8.7%1.0%%3.1%7.9%
5.0%1.0%1.0%278.29TC/FS278.45 TC277.95 FS278.63 TC278.13 FS1.6%3.8%1.2'1.4'2'2'1.2'15156423460.6%2279.33 TC278.83 FS12.2%1.4%STA=9+93.27 22.1± (R) CL_FerriniSTA 1+23.18 CR_Felton(NW)N = 2305061.61E = 5763709.3744.3'23.32'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910ELEVATION276.0278.0280.0282.0276.0280.01.50%4.76%4.04%2.59%278.20+90278.38278.3278.54278.41+00278.67278.5278.75278.8278.99278.9279.22279.2279.51+25280.0280.3280.6281.0281.31+50281.41+51L = 31.31'-3.66%1.50%0.44%8.40%-3.66%1.50%0.44%8.40%PVI STA = 0+91.86PVI ELEV = 278.26PVI STA = 0+96.86PVI ELEV = 278.46PVI STA = 1+04.86PVI ELEV = 278.67PVI STA = 1+09.87PVI ELEV = 278.74PVI STA = 1+23.17PVI ELEV = 279.38PVI STA = 0+91.86PVI ELEV = 278.94PVI STA = 0+96.86PVI ELEV = 278.96PVI STA = 1+04.86PVI ELEV = 278.67PVI STA = 1+09.87PVI ELEV = 278.74PVI STA = 1+23.17PVI ELEV = 279.86PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515FERRINI | FELTON (NW)1"= 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEFELTON - SEE PREVIOUS SHEETFERRINIFELTON CURB RETURNSC-4.2SKYBLMSKYRAMP EXCEPTIONPage 453 of 753
ELEVATION252.0254.0256.025-1.50%-8.29%-1.50%1.80%1.59%254.20+95254.2254.21+00254.3254.43254.4254.52254.8254.60255.0254.68254.61+25254.67254.5254.38254.3253.97254.4253.82253.8253.71+50253.5253.4253.2253.21+66L = 36.23'PVI STA = 1+09.92PVI ELEV = 254.93PVI STA = 1+14.92PVI ELEV = 255.02PVI STA = 1+26.92PVI ELEV = 254.71PVI STA = 1+31.94PVI ELEV = 254.64PVI STA = 1+41.15PVI ELEV = 254.37PVI STA = 1+46.15PVI ELEV = 254.30-2.58%-1.50%-2.86%1.80%-1.50%PVI STA = 1+09.92PVI ELEV = 254.93PVI STA = 1+14.92PVI ELEV = 255.02PVI STA = 1+26.92PVI ELEV = 254.71PVI STA = 1+31.94PVI ELEV = 254.64PVI STA = 1+41.15PVI ELEV = 254.37PVI STA = 1+46.15PVI ELEV = 254.30-2.58%-1.50%-2.86%1.80%-1.50%PVI STA = 1+09.92PVI ELEV = 254.43PVI STA = 1+14.92PVI ELEV = 254.52PVI STA = 1+26.92PVI ELEV = 254.71PVI STA = 1+31.94PVI ELEV = 254.64PVI STA = 1+41.15PVI ELEV = 253.87PVI STA = 1+46.15PVI ELEV = 253.80PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADES
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^^^^^^^^^^16+001+660+951+00Δ=102°19'53" R=20.00' L=35.72'Δ=89°13'35" R=20.00' L=31.15'±254.9 TC±254.4 FLMATCHEXISTING±254.3 TC±253.8 FLMATCHEXISTING255.41 TC255.41 FL255.50 TC255.50 FL254.64 TC254.64 FL254.37 TC253.87 FL±255.1 FS SAWCUT AP MATCH EXISTSTA=16+03.33 28.31± (R) CL_Ferrini±254.1 FS SAWCUT AP MATCH EXISTSTA=16+25.21 43.09± (R) CL_Ferrini±254.9 FS SAWCUT AP MATCH EXISTSTA=16+25.37 27.43± (R) CL_Ferrini±255.2 FS SAWCUT AP MATCH EXISTSTA=16+39.52 13.38± (R) CL_Ferrini±254.8 FS SAWCUT AP MATCH EXISTSTA=16+50.26 13.34± (R) CL_Ferrini1.5%2.8%1.5%±254.4 FSMATCHEXISTING0.2%1.8%1.5%254.71 TC254.71 FL255.02 TC254.52 FL2.5%2.9%1.5%3.7%1.4%2.3%1.8%1.8%1.4%1.5%255.22 TC254.72 FS255.29 TC254.79 FS254.58TC/FS255.03FS±255.0 FSMATCHEXISTING255.09FS1.4'1.4'STA=16+50.29 18.3± (R) CL_Ferrini155
1
4662STA 1+09.91 CR_Cerro Romauldo(SE)N = 2304415.26E = 5763822.474SNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CERRO ROMAULDO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036FERRINICERRO ROMAULDO CURB RETURNSC-4.3SKYBLMSKYFERRINI | CERRO ROMAULDO (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE0feet101" = 5'515EXISTING GRADEPROPOSED GRADEPage 454 of 753
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^0+901+001+55Δ=102°19'53" R=20.00' L=35.72'±254.3 TC±253.8 FLMATCHEXISTING±254.4 TC±253.9 FLMATCHEXISTING254.74 TC254.24 FL255.41 TC255.41 FL255.50 TC255.50 FL254.37 TC253.87 FL±258.4 FS SAWCUT AP MATCH EXISTSTA=15+51.80 0.00± () CL_Ferrini±257.4 FS SAWCUT AP MATCH EXISTSTA=15+80.72 0.00± () CL_Ferrini±255.1 FS SAWCUT AP MATCH EXISTSTA=16+03.33 28.31± (R) CL_Ferrini±254.2 FS SAWCUT AP MATCH EXISTSTA=15+98.63 49.37± (R) CL_Ferrini±254.1 FS SAWCUT AP MATCH EXISTSTA=16+25.21 43.09± (R) CL_Ferrini1.5%2.8%FSCHNG0.2%1.5%2
1.4'256.77 TC256.27 FL±257.6 TC±257.1 FLMATCHEXISTING315146641.5%5.2%1.5%1.5%8.2%11.7%7.5%1.8%10.4%5.1%4.0%1.5%255.99 TC255.49 FS256.08 TC255.58 FS254.84TC/FS256.85TC/FS±254.8 FSMATCHEXISTING5.7%±257.9 FSMATCHEXISTING8.4%0.3%256.62 TC256.12 FL5.0%44STA 1+00.00 CR_Cerro Romauldo(NW)N = 2304470.10E = 5763787.50STA=15+82.04 45.7± (R) CL_FerriniELEVATION253.0254.0256.0258.0253.01.71%5.95%8.98%4.37%5.00%8.26%253.60+90253.6253.89253.91+00254.18254.2254.61254.5255.06254.8255.43255.2255.54255.71+25255.76256.1255.98256.4256.22256.6256.59256.8257.01257.01+50257.31+55L = 50.98'PVI STA = 1+00.00PVI ELEV = 254.57PVI STA = 1+05.90PVI ELEV = 254.74PVI STA = 1+18.97PVI ELEV = 255.41PVI STA = 1+24.00PVI ELEV = 255.50PVI STA = 1+37.05PVI ELEV = 256.57PVI STA = 1+41.05PVI ELEV = 256.77PVI STA = 1+50.98PVI ELEV = 257.762.90%5.16%1.71%8.20%5.00%9.97%PVI STA = 1+00.00PVI ELEV = 254.57PVI STA = 1+05.90PVI ELEV = 254.74PVI STA = 1+18.97PVI ELEV = 255.41PVI STA = 1+24.00PVI ELEV = 255.50PVI STA = 1+37.05PVI ELEV = 256.57PVI STA = 1+41.05PVI ELEV = 256.77PVI STA = 1+50.98PVI ELEV = 257.762.90%5.16%1.71%8.20%5.00%9.97%PVI STA = 1+00.00PVI ELEV = 253.89PVI STA = 1+24.00PVI ELEV = 255.50PVI STA = 1+05.90PVI ELEV = 254.24PVI STA = 1+18.97PVI ELEV = 255.41PVI STA = 1+37.05PVI ELEV = 256.07PVI STA = 1+41.05PVI ELEV = 256.27PVI STA = 1+50.98PVI ELEV = 257.09PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADENOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515FERRINI | CERRO ROMAULDO (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECERR
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OUS SHEETFERRINICERRO ROMAULDO CURB RETURNSC-4.4SKYBLMSKYPage 455 of 753
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^15+000+901+001+55±237.0 TC±236.5 FLMATCHEXISTING±237.5 TC±237.0 FLMATCHEXISTING±237.3 FS SAWCUT AP MATCH EXISTSTA=14+86.28 -9.48± (L) CL_Ramona237.14 TC236.64 FL236.71 TC236.71 FL236.76 TC236.76 FL237.36 TC236.86 FL±236.8 FS SAWCUT AP MATCH EXISTSTA=14+41.39 -17.65± (L) CL_Ramona237.30 TC236.80 FS237.35 TC236.85 FS237.21FS237.40FS237.5±FS MATCHEXISTING237.0±FS MATCHEXISTING±237.5 FS SAWCUT AP MATCH EXISTSTA=14+72.01 -10.95± (L) CL_Ramona±237.4 FS SAWCUT AP MATCH EXISTSTA=14+59.90 -10.99± (L) CL_RamonaN88°10'30"W 44.86'STA 1+00.00 Ramona Raised BikewayN = 2303451.12E = 5764182.21STA=14+86.33 20.7± (R) CL_Ramona7.3%0.9%1.0%5.9%1.5%
1.5%0.7%1.2%
0.4%±237.3 FS SAWCUT AP MATCH EXISTSTA=14+78.46 -9.58± (L) CL_Ramona±237.0 FS SAWCUT AP MATCH EXISTSTA=14+51.04 -13.31± (L) CL_Ramona237.5±FS MATCHEXISTING237.4±FS MATCHEXISTING4445516647'4.17'8'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910ELEVATION234.0236.0238.0240.0234.0240.0PVI STA = 1+00.00PVI ELEV = 237.00PVI STA = 1+44.86PVI ELEV = 236.45PVI STA = 1+00.00PVI ELEV = 237.46PVI STA = 1+23.41PVI ELEV = 236.71PVI STA = 1+30.41PVI ELEV = 237.13PVI STA = 1+44.86PVI ELEV = 236.95PVI STA = 1+11.24PVI ELEV = 237.36PVI STA = 1+19.24PVI ELEV = 236.76237.09237.10+90237.05237.1237.01237.01+00237.44237.4237.37237.4237.22237.2237.16237.21+25237.10237.1237.05237.0236.98237.0236.45236.4236.41236.41+50236.36236.41+55MATCH EXISTINGMATCH EXISTINGMATCH EXISTINGMATCH EXISTING-0.78%-0.87%PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADERAMONACITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515RAMONA RAISED BIKEWAY1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALERAMONA CURB RETURNSC-4.5SKYBLMSKYRELOCATE EXISTING BENCHTO EAST AS SHOWNRELOCATED BENCHNOTE: PROFILE VIEWSTATIONING IS LEFT TORIGHT. PLAN VIEWSTATION IS RIGHT TO LEFT.PROTECT AND PRESERVEEXISTING CONCRETE GUTTERPROTECT AND PRESERVEEXISTING WALKWAYPROTECT AND PRESERVEEXISTING DRIVEWAYPROTECT AND PRESERVEEXISTING BULBOUTEXISTING GRADEPROPOSED GRADEPage 456 of 753
ELEVATION242.0244.0246.0248.0242.0PVI STA = 1+00.00PVI ELEV = 245.28PVI STA = 1+30.92PVI ELEV = 244.43PVI STA = 1+21.01PVI ELEV = 244.64PVI STA = 1+26.00PVI ELEV = 244.46PVI STA = 1+05.00PVI ELEV = 245.09PVI STA = 1+16.00PVI ELEV = 244.71-0.70%-1.52%-3.47%-3.90%-3.39%245.50+90245.4245.28245.31+00245.09245.2244.92245.0244.75244.9244.65244.8244.50244.61+25244.44244.5244.2244.0244.01+40L = 30.17'-1.70%-7.94%-1.52%0.85%-1.73%-1.70%-7.94%-1.52%0.85%-1.73%PVI STA = 1+00.00PVI ELEV = 245.67PVI STA = 1+05.00PVI ELEV = 245.59PVI STA = 1+16.00PVI ELEV = 244.71PVI STA = 1+21.01PVI ELEV = 244.64PVI STA = 1+26.00PVI ELEV = 244.68PVI STA = 1+30.92PVI ELEV = 244.59PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADE^^^^^^^^^^^^^^10+0017+86INTERSECTION DATASTA=10+00.00 BROADSTA=17+86.19 RAMONAN=2303463.15E=5764482.551+400+901+00N1°29'12"E 5.00'±244.6 TC±244.4 FLMATCHEXISTING244.68 TC244.53 FL245.59 TC245.09 FL244.71 TC244.71 FL244.64 TC244.64 FL±245.4 FS SAWCUT AP MATCH EXISTSTA=10+11.24 -12.03± (L) CL_Broad±244.6 FS SAWCUT AP MATCH EXISTSTA=10+42.11 -12.30± (L) CL_Broad245.64TC/FS244.74TC/FS0.8%7.9%8.0%0.7%0.7%1.0%1.6%1.6%4.1%1.4%1.0%1.9%±245.7 TC±245.3 FLMATCHEXISTING1.0%1.0%245.27 TC244.77 FS245.21 TC244.71 FS11'5'5'±245.7 FSMATCHEXISTINGSTA 1+00.00 CR_Ramona(SE)N = 2303451.41E = 5764499.72STA=10+11.21 17.5± (L) CL_Broad5166442.4%±244.9 FSMATCHEXISTING1.5'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | RAMONA (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD - SEE NEXT SHEETRAMONA CURB RETURNSC-4.6SKYBLMSKY2'1.5'EXISTING WALLPage 457 of 753
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^17+001+400+901+002+002+03N1°29'12"E 5.00'N88°11'28"W 5.00'N88°11'28"W 12.00'N1°21'43"E 24.05'Δ=39°56'43" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=89°33'11" R=20.00' L=31.26'±244.6 TC±244.4 FLMATCHEXISTING±243.8 TC±243.3 FLMATCHEXISTING±243.4 TC±243.0 FLMATCHEXISTING243.59 TC243.09 FL244.04 TC243.54 FL244.43 TC243.93 FL244.91 TC244.41 FL244.81 TC244.81 FL244.86 TC244.86 FL245.23 TC244.73 FL245.13 TC244.63 FL245.08 TC244.58 FL244.68 TC244.53 FL±243.2 FS SAWCUT AP MATCH EXISTSTA=17+13.53 7.38± (R) CL_Ramona±245.1 FS SAWCUT AP MATCH EXISTSTA=17+63.59 7.51± (R) CL_Ramona±245.3 FS SAWCUT AP MATCH EXISTSTA=10+19.56 10.50± (R) CL_Broad±243.7 FS SAWCUT AP MATCH EXISTSTA=10+57.45 10.24± (R) CL_Broad1.0%1.0%5.2%2.7%1.1%0.0%1.1%4.4%7.5%1.0%1.0%1.0%1.0%244.04FS244.01FS±244.0 FSMATCHEXISTING244.14FS243.42FS±243.4 FSMATCHEXISTING243.45FS244.39FS244.89FS244.94FS244.94FS±244.6 FS SAWCUT AP MATCH EXISTSTA=10+42.11 -12.30± (L) CL_Broad0.7%0%1.6%1.0%2.9%4.1%244.93FS4.1%4.4%1+574.1%STA=17+13.50 20.4± (R) CL_RamonaSTA 1+00.00 CR_Ramona(SW)N = 2303444.88E = 5764409.302'
1.5'244.89FS0.0%6551466245.4%3.4%3.1%5.9%4.0%4.0%4444±2449FS1.
5
'ELEVATION242.0244.0246.0242.0-5.27%1.11%2.74%4.53%242.60+90242.8242.95243.0243.09243.2243.23243.4243.39243.7243.59243.9243.82244.11+25244.04244.2244.27244.3244.50244.5244.68244.6244.74244.71+50244.80244.8244.86244.8244.78244.7244.52244.4244.26244.11+75243.99243.8243.73243.8243.47243.4243.2243.12+00243.02+03L = 93.23'2.96%4.06%-5.27%-5.92%1.11%3.75%PVI STA = 1+00.00PVI ELEV = 242.95PVI STA = 1+93.23PVI ELEV = 243.30PVI STA = 1+00.00PVI ELEV = 243.42PVI STA = 1+15.00PVI ELEV = 243.86PVI STA = 1+48.67PVI ELEV = 245.23PVI STA = 1+93.23PVI ELEV = 243.80PVI STA = 1+55.78PVI ELEV = 244.81PVI STA = 1+60.79PVI ELEV = 244.86PVI STA = 1+67.90PVI ELEV = 245.1310.0' VCPVI STA = 1+15.00PVI ELEV = 243.36K = 5.57BVC = 1+10.00ELEV = 243.23EVC = 1+20.00ELEV = 243.595.0' VCPVI STA = 1+44.00PVI ELEV = 244.68K = 1.46BVC = 1+41.50ELEV = 244.57EVC = 1+46.50ELEV = 244.714.4' VCPVI STA = 1+63.00PVI ELEV = 244.89K = 0.69BVC = 1+60.79ELEV = 244.86EVC = 1+65.21ELEV = 244.77PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADENOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | RAMONA (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD - SEE PREVIOUS SHEETRAMONARAMONA CURB RETURNSC-4.7SKYBLMSKY1.5'Page 458 of 753
ELEVATION240.0242.0244.0240.01.13%1.13%4.01%-0.69%-0.69%242.50+90242.3242.13242.1242.10242.0242.06241.9242.03242.1241.99242.0241.96242.01+25242.01242.0242.07242.1242.19242.2242.39242.4242.59242.51+50242.79242.8242.99243.0243.2243.4243.51+72L = 62.06'-0.69%1.13%7.76%-6.34%4.01%3.40%PVI STA = 1+00.00PVI ELEV = 242.13PVI STA = 1+20.97PVI ELEV = 241.99PVI STA = 1+25.22PVI ELEV = 241.96PVI STA = 1+30.29PVI ELEV = 242.01PVI STA = 1+37.83PVI ELEV = 242.10PVI STA = 1+62.06PVI ELEV = 243.07PVI STA = 1+00.00PVI ELEV = 242.37PVI STA = 1+20.97PVI ELEV = 242.23PVI STA = 1+25.22PVI ELEV = 241.96PVI STA = 1+30.29PVI ELEV = 242.01PVI STA = 1+37.83PVI ELEV = 242.60PVI STA = 1+57.06PVI ELEV = 243.37PVI STA = 1+62.06PVI ELEV = 243.54PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADEWV^^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^11+00 10+00INTERSECTION DATASTA=11+38.73 BROADSTA=10+00.00 MEINECKEN=2303324.48E=5764478.341+720+90 1+000+901+00Δ=39°56'40" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'3'N1°50'5
7"
E
1
8.
9
0'N88°14'49"W 5.00'Δ=90°05'46" R=10.00' L=15.72'Δ=42°50'00" R=10.00' L=7.48'Δ=42°50'00" R=20.00' L=14.95'±243.5 TC±243.1 FLMATCHEXISTING±242.4 TC±242.1 FLMATCHEXISTING242.23 TC241.99 FL241.96 TC241.96 FL242.01 TC242.01 FL242.60 TC242.10 FL243.37 TC242.87 FL±242.0 TC±241.7 FLMATCHEXISTING241.18 TC240.68 FL241.54 TC241.04 FL241.08 TC240.58 FL±242.5 FS SAWCUT AP MATCH EXISTSTA=11+01.01 -14.41± (L) CL_Broad±243.0 FS SAWCUT AP MATCH EXISTSTA=10+53.27 -4.00± (L) CL_Meinecke±241.6 FS SAWCUT AP MATCH EXISTSTA=10+14.35 -4.00± (L) CL_Meinecke5.1%0.3%0.3%1.0%1.0%2.2%5.1%1.0%3.3%1.7%6.0%0.7%242.68FS242.69FS±242.9 FSMATCHEXISTING242.67FS243.43FS±243.7 FSMATCHEXISTING243.41FS%2.8%1.0%18%±241.9 FS SAWCUT AP MATCH EXISTSTA=11+04.63 9.99± (R) CL_Broad240.44 TC239.94 FL240.63 TC240.63 FL240.72 TC240.72 FL241.92 TC241.42 FL±241.1 FS SAWCUT AP MATCH EXISTSTA=10+15.17 12.53± (R) CL_Meinecke±242.3 FS SAWCUT AP MATCH EXISTSTA=10+47.47 12.53± (R) CL_MeineckeSTA 1+00.00 CR_Meineke(NE)N = 2303361.64E = 5764497.39STA=11+01.01 17.9± (L) CL_Broad2'242.80 TC242.30 FL242.64FS242.63FS5.9%7.8%7.5%7.5%2.8%
8.0%1.0%6615245
5213.7%3.4%0.7%STA=10+47.43 24.5± (R) CL_MeinSTA 1+00.00 CR_Meineke(SE)N = 2303298.55E = 5764525.023.4%5.4%47'5'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEMEINECKE - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NE)1" = 5' HORIZONTAL SCALE1" = 1 VERTICAL SCALEBROAD MEINECKE CURB RETURNSC-4.8SKYBLMSKY1.3 Page 459 of 753
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^^^^^^^^^^^^^^^^^^^^^12+00+901+001+54N1°45'39"E 7.00'Δ=39°56'40" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=90°08'52"R=10.00'L=15.73'N88°14'49"W 5.00'Δ=42°50'00" R=10.00' L=7.48'Δ=42°50'00" R=20.00' L=14.95'242.01 TC242 01 FL242.60 TC242.10 FL243.37 TC242.87 FL±242.0 TC±241.7 FLMATCHEXISTING±239.3 TC±238.8 FLMATCHEXISTING240.13 TC239.63 FL241.18 TC240.68 FL241.54 TC241.04 FL241.01 TC240.51 FL241.08 TC240.58 FLT AP MATCH EXIST± (L) CL_Meinecke±241.6 FS SAWCUT AP MATCH EXISTSTA=10+14.35 -4.00± (L) CL_Meinecke7.5%5.8%5.4%7.8%0+90±241.1 FS SAWCUT AP MATCH EXISTSTA=10+15.17 12.53± (R) CL_Meinecke±242.3 FS SAWCUT AP MATCH EXISTSTA=10+47.47 12.53± (R) CL_Meinecke±238.8 FS SAWCUT AP MATCH EXISTSTA=11+73.22 -15.05± (L) CL_Broad242.80 TC242.30 FL7.8%239.97TC/FS239.91TC/FS64514222
2
42
3.7%3.4%STA=10+47.43 24.5± (R) CL_MeineckeSTA 1+00.00 CR_Meineke(SE)N = 2303298.55E = 5764525.021.4%6.0%13.9%11.7%239.0±FS MATCHEXISTING239.4±FS MATCHEXISTING3.4%5.4%ELEVATION238.0240.0242.0244.0238.0240.0-4.78%-1.41%-11.96%242.10+90241.9241.68241.7241.44241.4241.21241.1240.97240.9240.73240.8240.56240.71+25240.43240.7239.83240.3239.23239.5238.7238.41+50238.11+54L = 43.65'-1.41%-11.82%PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 242.03PVI STA = 1+29.42PVI ELEV = 240.50PVI STA = 1+29.43PVI ELEV = 241.00PVI STA = 1+43.65PVI ELEV = 239.31PVI STA = 1+22.96PVI ELEV = 240.59PVI STA = 1+13.94PVI ELEV = 241.52PVI STA = 1+22.95PVI ELEV = 241.09STA: 1+00.00ELEV: 241.68STA: 1+43.65ELEV: 238.79-1.41%5290.52%-11.82%-17813.65%-3.70%-4.78%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910MEINECKE - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (SE)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMEINECKE CURB RETURNSC-4.9SKYBLMSKYPage 460 of 753
^^^^^^^^^^^^^^^^^00+901+001+571.0%0.9%1.7%2.8%1.0%1.8%8.0%1.0%4.4%2.7%1.9%±240.3 FS SAWCUT AP MATCH EXISTSTA=11+41.99 9.92± (R) CL_Broad±241.9 FS SAWCUT AP MATCH EXISTSTA=11+04.63 9.99± (R) CL_Broad240.44 TC239.94 FL240.63 TC240.63 FL240.72 TC240.72 FL241.92 TC241.42 FL±240.3 TC±239.8 FLMATCHEXISTING±242.0 TC±241.5 FLMATCHEXISTING2.8%8.0%1.0%240.69TC/FS240.78TC/FS240.50TC/FS241.98TC/FS±240.5 FSMATCHEXISTING±242.2 FSMATCHEXISTING5226162STA 1+00.00 CR_Meineke(NW)N = 2303321.66E = 5764462.33STA=11+41.98 15.9± (R) CL_Broad442.7%7'5'15'ELEVATION238.0240.0242.0244.01.73%1.50%9.83%4.67%2.57%1.73%1.50%9.83%4.67%2.57%2.73%8.00%1.73%1.50%2.86%2.73%8.00%1.73%1.50%2.86%PVI STA = 1+00.00PVI ELEV = 239.85PVI STA = 1+05.00PVI ELEV = 239.93PVI STA = 1+12.17PVI ELEV = 240.63PVI STA = 1+17.17PVI ELEV = 240.72PVI STA = 1+32.17PVI ELEV = 241.42PVI STA = 1+37.38PVI ELEV = 241.55PVI STA = 1+00.00PVI ELEV = 240.35PVI STA = 1+05.00PVI ELEV = 240.43PVI STA = 1+12.17PVI ELEV = 240.63PVI STA = 1+17.17PVI ELEV = 240.72PVI STA = 1+32.17PVI ELEV = 241.92PVI STA = 1+37.38PVI ELEV = 242.06239.30+90239.6239.85239.91+00239.93240.1240.42240.4240.68240.6240.85240.9241.08241.11+25241.32241.3241.49241.5241.7PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADEL = 37.38'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910MEINECKE - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NW)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMEINECKE CURB RETURNSC-4.10SKYBLMSKYPage 461 of 753
ELEVATION222.0224.0226.0228.0222.0-3.07%-0.10%-0.52%-0.51%-0.52%224.50+90224.44224.4224.42224.3224.39224.4224.37224.3224.31224.2224.15224.1224.05224.11+25224.1224.31+3536.3'-0.52%-6.97%-0.52%7.70%-0.10%-0.52%-6.97%-0.52%7.70%-0.10%PVI STA = 0+91.92PVI ELEV = 224.46PVI STA = 0+98.22PVI ELEV = 224.43PVI STA = 1+08.75PVI ELEV = 224.37PVI STA = 1+13.75PVI ELEV = 224.35PVI STA = 1+23.22PVI ELEV = 224.06PVI STA = 1+28.22PVI ELEV = 224.05PVI STA = 0+91.92PVI ELEV = 225.14PVI STA = 0+98.22PVI ELEV = 225.11PVI STA = 1+08.75PVI ELEV = 224.37PVI STA = 1+13.75PVI ELEV = 224.35PVI STA = 1+23.22PVI ELEV = 225.08PVI STA = 1+28.22PVI ELEV = 225.07EXISTING GRADEFLOWLINETOP OF CURBSDSD^^^^^^^^^^^^^0+901+001+35N4°03'45"E 5.00'N1°32'31"E 20.17'±225.1 TC±224.1 FLMATCHEXISTING±225.1 TC±224.5 FLMATCHEXISTING224.37 TC224.37 FL224.35 TC224.35 FL225.04 TC224.43 FL±224.6 FS SAWCUT AP MATCH EXISTSTA=16+56.07 -12.50± (L) CL_Broad±224.7 FS SAWCUT AP MATCH EXISTSTA=16+24.13 -12.55± (L) CL_Broad1.0%7.7%1.0%7.7%7.2%1.5%1.6%3.1%3.3%1.6%2.5%7.5%224.92 TC224.42 FS225.14TC/FS225.15TC/FS±225.3 FSMATCHEXISTING±225.2 FSMATCHEXISTING225.08 TC224.06 FL2'1.5'10.5'5'9.5'STA=16+24.22 17.2± (L) CL_BroadSTA 0+91.92 CR_Murray(NE)N = 2302838.70E = 5764482.512541461.0%224.88 TC224.38 FS4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE NEXT SHEETBROADMURRAY CURB RETURNSC-4.11SKYBLMSKYPage 462 of 753
ELEVATION222.0224.0226.0228.0222.0-1.03%225.30+90225.3225.22225.2225.17225.41+00225.12225.4225.06225.1225.01225.3224.96225.2224.91224.91+25225.01+30PVI STA = 0+94.08PVI ELEV = 225.58PVI STA = 1+00.00PVI ELEV = 225.52PVI STA = 1+07.45PVI ELEV = 225.09PVI STA = 1+12.50PVI ELEV = 225.04PVI STA = 1+19.95PVI ELEV = 225.30PVI STA = 1+25.85PVI ELEV = 225.24-1.03%-5.75%-1.03%3.52%-1.03%-1.03%-5.75%-1.03%3.52%-1.03%EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 0+94.08PVI ELEV = 225.23PVI STA = 1+25.85PVI ELEV = 224.90SDSDSDSDSDSDSDSDSD^^^^^^^^^^^^^^^^^^^^^^^INTERSECTION DATASTA=17+06.40 BROADSTA=10+00.00 MURRAYN=2302757.01E=5764463.061+30
0+901+000+91Δ=56°34'48" R=10.00' L=9.88'Δ=56°34'36" R=10.00' L=9.87'Δ=33°56'33" R=10.00' L=5.92'Δ=33°47'09" R=10.00' L=5.90'±225.2 TC±224.9 FLMATCHEXISTING±225.6 TC±225.2 FLMATCHEXISTING225.30 TC224.96 FL225.52 TC225.17 FL225.09 TC225.09 FL225.04 TC225.04 FL6.7%6.7%5.5%7.8%0.6%1.8%1.1%1.0%1.0%1.1%225.58FS225.63FS225.68FS225.63FS1.2%1.1%1.2%±225.6 FSMATCHEXISTING±225.5 FSMATCHEXISTING±22MEXI2'1.5'1.5'±225.2 FS SAWCUT AP MATCH EXISTSTA=10+35.10 -13.05± (L) CL_Murray±225.1 FS SAWCUT AP MATCH EXISTSTA=10+17.98 -13.18± (L) CL_Murray±225.1 FS SAWCUT AP MATCH EXISTSTA=10+18.02 13.28± (R) CL_Murray±224.9 FS SAWCUT AP MATCH EXISTSTA=10+35.26 13.15± (R) CL_MurraySTA 0+94.08 CR_Murray(E)N = 2302766.05E = 5764498.42STA=10+35.08 10.0± (L) CL_MurraySTA=17+48.27STA 1+051246231124NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (E)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE PREVIOUS SHEETMURRAY - SEE NEXT SHEETBROADMURRAY CURB RETURNSC-4.12SKYBLMSKYPage 463 of 753
ELEVATION222.0224.0226.0228.0222.01.42%1.42%1.42%224.40+91224.5224.61224.61+00224.68224.7224.75224.8224.82224.8224.90224.9224.97224.91+25224.8224.7224.71+3625.17'-4.83%1.42%7.14%0.89%-4.83%1.42%7.14%0.89%PVI STA = 0+99.17PVI ELEV = 224.60PVI STA = 1+07.17PVI ELEV = 224.71PVI STA = 1+12.17PVI ELEV = 224.78PVI STA = 1+26.00PVI ELEV = 224.98PVI STA = 0+99.17PVI ELEV = 225.10PVI STA = 1+07.17PVI ELEV = 224.71PVI STA = 1+12.17PVI ELEV = 224.78PVI STA = 1+21.00PVI ELEV = 225.42PVI STA = 1+26.00PVI ELEV = 225.46EXISTING GRADEFLOWLINETOP OF CURBSD^^^^^^^^^^^^^^1+360+911+00N0°59'01"E 21.00'N3°23'42"E 5.00'±225.5 TC±224.9 FLMATCHEXISTING±225.2 TC±224.8 FLMATCHEXISTING224.73 TC224.73 FL224.80 TC224.80 FL225.42 TC225.54 FL±224.9 FS SAWCUT AP MATCH EXISTSTA=17+47.49 -9.36± (L) CL_Broad±225.2 FS SAWCUT AP MATCH EXISTSTA=17+73.20 -9.42± (L) CL_Broad4.5%7.7%7.9%0.8%1.7%224.86TC/FS4.6%7.9%225.53FS1.0%0.8%±225.4 FSMATCHEXISTING225.42TC/FS±225.6 FSMATCHEXISTING2'1.5'1.5'8'5'8'STA=17+48.27 17.0± (L) CL_BroadSTA 1+00.84 CR_Murray(SE)N = 2302714.70E = 5764478.91521621.0%1.0%1.1%225.30 TC224.80 FS225.36 TC224.86 FSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEMURRAY - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEBROADMURRAY CURB RETURNSC-4.13SKYBLMSKYPage 464 of 753
ELEVATION222.0224.0226.0228.0222.0-0.73%-0.73%-0.73%224.60+95224.6224.53224.51+00224.50224.5224.46224.5224.42224.5224.39224.4224.35224.41+25224.31224.3224.28224.3224.2224.1224.11+4536.17'-7.34%-0.73%7.70%-0.39%-2.54%-1.50%-7.34%-0.73%7.70%-0.39%-2.54%-1.50%PVI STA = 1+00.00PVI ELEV = 224.53PVI STA = 1+18.00PVI ELEV = 224.40PVI STA = 1+23.00PVI ELEV = 224.36PVI STA = 1+36.17PVI ELEV = 224.27PVI STA = 1+00.00PVI ELEV = 225.19PVI STA = 1+05.00PVI ELEV = 225.06PVI STA = 1+10.00PVI ELEV = 224.99PVI STA = 1+18.00PVI ELEV = 224.40PVI STA = 1+23.00PVI ELEV = 224.36PVI STA = 1+31.00PVI ELEV = 224.98PVI STA = 1+36.17PVI ELEV = 224.96EXISTING GRADEFLOWLINETOP OF CURBSD SD
^^^^^^^^^^^^^^^17+0010+000+951+001+45N1°24'05"E 35.17'±224.8 TC±224.3 FLMATCHEXISTING±225.2 TC±224.5 FLMATCHEXISTING224.40 TC224.40 FL224.36 TC224.36 FL224.98 TC224.52 FL224.99 TC224.46 FL±224.4 FS SAWCUT AP MATCH EXISTSTA=16+90.39 13.39± (R) CL_Broad±224.7 FS SAWCUT AP MATCH EXISTSTA=17+26.45 13.19± (R) CL_Broad1.5%7.8%7.5%1.8%1.0%1.0%7.8%7.5%224.92 TC224.42 FS224.95 TC224.45 FS224.42TC/FS±225.1 FSMATCHEXISTING224.45TC/FS225.13FS1.0%2.9%0.6%1.2%3.4%1.9%2.6%1.4%225.06 TC224.50 FL1.0%±225.3 FSMATCHEXISTINGSTA 1+00.00 CR_Murray(W)N = 2302737.42E = 5764445.82STA=17+26.46 16.7± (R) CL_Broad1.5'
2'
1.5'8'8'54462225'0.5%4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (W)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMURRAY CURB RETURNSC-4.14SKYBLMSKYPage 465 of 753
ELEVATION232.0234.0236.0232.0-1.70%-3.34%-12.73%236.1236.0235.84235.8235.67235.8235.51235.7235.35235.4235.16234.9234.52234.4233.9233.5233.0233.0L = 28.52'PVI STA = 1+00.00PVI ELEV = 236.45PVI STA = 1+14.00PVI ELEV = 235.37PVI STA = 1+19.00PVI ELEV = 235.29PVI STA = 1+28.52PVI ELEV = 234.73-1.70%-7.70%-5.90%-1.70%-7.70%-5.90%PVI STA = 1+00.00PVI ELEV = 235.84PVI STA = 1+14.00PVI ELEV = 235.37PVI STA = 1+19.00PVI ELEV = 235.29PVI STA = 1+28.52PVI ELEV = 234.08TOP OF CURBFLOWLINEEXISTING GRADE^
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^^^^^^^^^^^^^^^^^^^10+00INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.300+901+001+40N22°16'47"W 7.07'N82°28'31"E 9.82'Δ=75°14'42" R=10.00' L=13.13'±236.5 TC±235.8 FLMATCHEXISTING±234.7 TC±234.1 FLMATCHEXISTING2235.29 TC235.29 FL235.37 TC235.37 FL235.91 TC235.61 FL±236.4 FS SAWCUT AP MATCH EXISTSTA=25+36.97 -0.10± (L) CL_Broad±236.2 FS SAWCUT AP MATCH EXISTSTA=25+58.09 -0.03± (L) CL_Broad±234.7 FS SAWCUT AP MATCH EXISTSTA=10+26.66 0.00± (L) CL_Mission655
41642Δ=107°02'57" R=20.00' L=37.37'STA=25+37.66 16.6± (L) CL_BroadSTA 1+00.00 CR_Broad(NE)N = 2301936.39E = 5764472.67447.0%7.3%1.6%±234.8 FSMATCHEXISTING±236.1 FSMATCHEXISTING1.5%1.5%5.3%8.0%8.0%2.3%7.4%±235.6 TCMATCHEXISTING±236.0 TCMATCHEXISTING±234.8 TCMATCHEXISTING±236.1 TCMATCHEXISTING235.37FS235.45FS235.22 TC235.13 FL±236.1 FS SAWCUT AP MATCH EXISTSTA=25+78.09 0.00± () CL_Broad±235.7 FS SAWCUT AP MATCH EXISTSTA=10+10.00 0.00± () CL_MissionNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MISSION (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSION - SEE NEXT SHEETBROADBROAD CURB RETURNSC-4.15SKYBLMSKYPage 466 of 753
ELEVATION230.0232.0234.0236.0230.09.46%1.80%13.48%231.10+90231.4231.71+00232.12232.1232.80232.7233.47233.3234.14233.9234.27234.41+25234.72235.1235.19235.5235.67235.8235.8235.91+50235.9235.91+56L = 38.52'PVI STA = 1+03.00PVI ELEV = 232.49PVI STA = 1+41.53PVI ELEV = 236.44PVI STA = 1+25.35PVI ELEV = 234.28PVI STA = 1+20.34PVI ELEV = 234.6967958343.29%10.27%1.80%12.69%-204133426.62%67958343.29%10.27%1.80%12.69%-204133426.62%PVI STA = 1+03.00PVI ELEV = 231.85PVI STA = 1+20.34PVI ELEV = 234.19PVI STA = 1+25.35PVI ELEV = 234.28PVI STA = 1+41.53PVI ELEV = 235.81TOP OF CURBFLOWLINEEXISTING GRADE^
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^^^^^^^^^^^^^^^^^^^^^^^^^^26+00INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.301+560+901+001+40N82°28'31"E 9.82'N82°32'59"E 4.16'N24°29'58"W 4.16'±234.7 TC±234.1 FLMATCHEXISTING±232.4 TC±231.9 FLMATCHEXISTING±236.3 TC±235.8 FLMATCHEXISTING234.78 TC234.28 FL234.69 TC234.19 FL±234.7 FS SAWCUT AP MATCH EXISTSTA=10+26.66 0.00± (L) CL_Mission541436622Δ=107°02'57" R=20.00' L=37.37'4STA 0+92.40 CR_Broad(SE)N = 2301890.13E = 5764534.55STA=10+62.19 19.9± (R) CL_Mission±234.8 FSMATCHEXISTING53
2.3%235.22 TC±236.1 FS SAWCUT AP MATCH EXISTSTA=26+21.08 0.00± () CL_Broad235.61 TC235.11 FL±232.6 FS SAWCUT AP MATCH EXISTSTA=10+51.59 0.00± (R) CL_Mission1.5%1.5%1.8%11.7%14.2%14.2%11.7%12.0%16.1%16.1%12.0%7.5%7.5%234.59FS234.68FS234.62TC/FS234.53TC/FS±232.6 FSMATCHEXISTING±232.6 FSMATCHEXISTING±236.4 FSMATCHEXISTING±236.6 FSMATCHEXISTING12.0%233.49FS233.64FS235.67FS235.86FS±236.1 FS SAWCUT AP MATCH EXISTSTA=25+78.09 0.00± () CL_Broad±235.7 FS SAWCUT AP MATCH EXISTSTA=10+10.00 0.00± () CL_MissionSTA=26+21.08 16.4± (L) CL_BroadSTA 1+41.53 CR_Broad(SE)N = 2301860.48E = 5764507.291.3%0.0%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101"=5'515BROAD | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSION - SEE PRE
VI
OUS SHEETBROADBROAD CURB RETURNSC-4.16SKYBLMSKYRAMP EXCEPTIONPage 467 of 753
ELEVATION218.0220.0222.0218.0220.0L = 30.9'PVI STA = 1+00.00PVI ELEV = 219.65PVI STA = 1+06.03PVI ELEV = 219.73PVI STA = 1+19.10PVI ELEV = 219.66PVI STA = 1+24.16PVI ELEV = 220.07PVI STA = 1+30.90PVI ELEV = 220.00345.89%-0.50%1.35%-0.53%-1.03%345.89%-0.50%1.35%-0.53%-1.03%TOP OF CURBFLOWLINEEXISTING GRADE-0.50%-1.03%1.35%3.30%-0.50%-1.03%1.35%3.30%PVI STA = 1+00.00PVI ELEV = 219.15PVI STA = 1+06.03PVI ELEV = 219.23PVI STA = 1+19.10PVI ELEV = 219.66PVI STA = 1+24.03PVI ELEV = 219.64PVI STA = 1+30.90PVI ELEV = 219.57218.72218.70+90219.23219.2219.15219.1219.24219.2219.44219.4219.59219.6219.67219.7219.60219.61+25219.57219.6219.60219.6219.41219.4219.39219.41+41SSSSSS>>>>>>>>>>>>>^
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^^^^^^^^^^^0+901+001+41N81°20'58"E 2.95'Δ=80°05'06"R=20.00'L=27.95'±219.6 TC±219.1 FLMATCHEXISTING±220.0 TC±219.6 FLMATCHEXISTING220.07 TC219.64 FL219.73 TC219.23 FL219.66 TC219.66 FL±220.5 FS SAWCUT AP MATCH EXISTSTA=13+11.77 15.21± (R) CL_Mission±219.2 FS SAWCUT AP MATCH EXISTSTA=13+42.49 16.58± (R) CL_Mission±220.5 FS SAWCUT AP MATCH EXISTSTA=13+09.84 23.66± (R) CL_Mission±220.0 FS SAWCUT AP MATCH EXISTSTA=13+15.00 38.94± (R) CL_Mission2.7%3.9%1.5%1.5%0.5%0.6%1.2%1.1%0.5%1.5%±219.8 FLMATCHEXISTING±220.3 FLMATCHEXISTING220.29FL220.26 TC219.76 FS220.23 TC219.73 FS219.80TC/FS219.73FS1.3%220.42FS±219.1 FLMATCHEXISTING8'5'2.9'13.4'STA=13+42.47 20.2± (R) CL_MissionSTA 1+00.00 CR_Almond(SE)N = 2301926.30E = 5764812.4951436622220.37FS2.7%4.2%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515MISSION | ALMOND (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSIO
N ALMONDALMOND CURB RETURNC-4.17SKYBLMSKYPage 468 of 753
ELEVATION214.0216.0218.0220.0214.0220.0215.20+90215.3215.37215.41+00215.48215.6215.65215.8215.87216.0216.09216.2216.29216.41+25216.48216.5216.64216.7216.79216.8216.95216.9216.99217.01+50217.04217.1217.09217.1217.2217.4217.41+71L = 60.73'PVI STA = 1+00.00PVI ELEV = 216.00PVI STA = 1+45.00PVI ELEV = 217.45PVI STA = 1+60.73PVI ELEV = 217.760.55%4.65%3.06%2.00%10.0' VCPVI STA = 1+08.00PVI ELEV = 216.04K = 2.44BVC = 1+03.00ELEV = 216.02EVC = 1+13.00ELEV = 216.28LOW PT STA: 1+03.00LOW PT ELEV: 216.0220.0' VCPVI STA = 1+25.00PVI ELEV = 216.83K = 12.58BVC = 1+15.00ELEV = 216.37EVC = 1+35.00ELEV = 217.14HIGH PT STA: 1+35.00HIGH PT ELEV: 217.140.55%4.65%3.06%2.00%10.0' VCPVI STA = 1+08.00PVI ELEV = 216.04K = 2.44BVC = 1+03.00ELEV = 216.02EVC = 1+13.00ELEV = 216.28LOW PT STA: 1+03.00LOW PT ELEV: 216.0220.0' VCPVI STA = 1+25.00PVI ELEV = 216.83K = 12.58BVC = 1+15.00ELEV = 216.37EVC = 1+35.00ELEV = 217.14HIGH PT STA: 1+35.00HIGH PT ELEV: 217.14PVI STA = 1+00.00PVI ELEV = 215.37PVI STA = 1+45.00PVI ELEV = 216.95PVI STA = 1+60.73PVI ELEV = 217.102.22%0.97%4.65%3.06%TOP OF CURBFLOWLINEEXISTING GRADESDSDSDSDS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^14+001+710+901+00N82°11'28"E 18.09'Δ=39°56'40" R=10.00' L=6.97'Δ=39°56'40"R=20.00'L=13.94'Δ=39°57'37"R=20.00'L=13.95'Δ=40°22'20" R=10.00' L=7.05'216.07 TC215.57 FL216.66 TC216.16 FL217.28 TC216.78 FL217.62 TC217.03 FL±216.0 TC±215.3 FLMATCHEXISTING±217.8 TC±217.2 FLMATCHEXISTING±218.0 FS SAWCUT AP MATCH EXISTSTA=14+03.95 0.00± () CL_Mission±215.8 FS SAWCUT AP MATCH EXISTSTA=14+70.53 0.00± () CL_Mission216.01 TC215.51 FS217.58 TC217.08 FS3.2%0.2%3-3C-5.54-4
C-5.5
6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.01 FT/FT MIN)12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE8" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)12" MIDSTATE CONCRETE CATCHBASIN (CB 12" x 12", OR APPROVEDEQUAL) JUNCTION STRUCTURE,WITH SOLID TRAFFIC RATED LID215.8 TG211.3 INVSEE 2' CURB CUTDETAIL, SHEET C-6.5SEE 2' CURB CUTDETAIL, SHEET C-6.5217.71 TC217.21 FSSTA 1+00.00 CR_Mission BulboutN = 2301943.00E = 5764935.26STA=14+66.37 19.6± (R) CL_Mission516668" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)215.87 TC215.37 FLSTA=14+70.53 19.6± (R) CL_Mission4.8'53.6'Δ=49°19'29" R=5.62' L=4.84'2.2'4.4'217.60 TC217.10 FLSTA=14+03.93 19.9± (R) CL_MissionNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910SD12" MIDSTATE CONCRETE CATCHBASIN (CB 12" x 12", OR APPROVEDEQUAL) JUNCTION STRUCTURE,WITH SOLID TRAFFIC RATED LID8" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)CONNECT TO EXISTING DI203.07 INVCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515MISSION BULBOUT1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSIONMISSION CURB RETURNSC-4.18SKYBLMSKYCONTINUED57.5'Page 469 of 753
ELEVATION214.0216.0218.0220.0214.0220.01.50%3.56%1.50%216.40+95216.41+00216.52216.5216.59216.6216.77216.7216.91216.8216.98217.21+25217.06217.4216.9216.7216.8217.11+50217.11+55L = 27.13'PVI STA = 1+05.00PVI ELEV = 217.16PVI STA = 1+10.00PVI ELEV = 217.23PVI STA = 1+18.00PVI ELEV = 216.88PVI STA = 1+32.13PVI ELEV = 217.09PVI STA = 1+32.23PVI ELEV = 217.531.50%-4.46%1.50%440.00%1.50%-4.46%1.50%440.00%PVI STA = 1+05.00PVI ELEV = 216.52PVI STA = 1+10.00PVI ELEV = 216.59PVI STA = 1+18.00PVI ELEV = 216.88PVI STA = 1+32.13PVI ELEV = 217.09TOP OF CURBFLOWLINEEXISTING GRADESDSDSDSDSDSDSDSSSSSSSSSSSS^^^^^^^
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^^^^^^^^^^^^^^^^^^^^^^^^^0+951+001+55N82°32'11"E 5.00'42°27'08"R=10.00'R=20.00' L=14.82'N82°43'31"E 18.00'Δ=92°30'13"R=10.00'L=16.14'±217.2 TC±216.5 FLMATCHEXISTING±217.5 TC±217.1 FLMATCHEXISTING216.88 TC216.88 FL217.58TC/FS217.53TC/FS217.49 TC216.99 FS±217.6 FSMATCHEXISTING±217.6 FSMATCHEXISTING217.54 TC217.04 FS217.19TC/FS1.7%1.0%5.4%4.5%±216.8 FS SAWCUT AP MATCH EXISTSTA=16+31.48 -11.59± (L) CL_Mission±217.3 FS SAWCUT AP MATCH EXISTSTA=16+54.13 -11.51± (L) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.92 -21.17± (L) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.60 -28.68± (L) CL_MissionCH EXISTL_Mission±216.6 FS SAWCUT AP MATCH EXISTSTA=16+29.26 6.50± (R) CL_Mission0.9%6.2%1.7%1.0%1.0%1.0%1.2%0.9%1.4%1.7%217.23 TC216.59 FL217 17 TC2.0%±217.3 FSMATCHEXISTING2'
1.
2
'8'9'STA=16+31.51 19.6± (L) CL_MissionSTA 1+05.00 CR_Mission(NW)N = 2302003.27E = 5765093.9144526124216.86 TC216.36 FL217.10 TC216.60 FL1.4'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETMISSIONMISSION CURB RETURNSC-4.19SKYBLMSKYPage 470 of 753
ELEVATION214.0216.0218.0220.0214.0220.0-1.30%217.50+90217.3217.51+00217.53217.7217.47217.6217.40217.5217.3217.21+25217.31+29L = 16.76'PVI STA = 1+02.92PVI ELEV = 217.81PVI STA = 1+19.67PVI ELEV = 218.03PVI STA = 1+03.02PVI ELEV = 217.56PVI STA = 1+19.57PVI ELEV = 217.35SDSDSDSDSDSD^
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^^^^^^^^^^^^^^^^17+001+290+901+00N82°23'55"E 13.00'Δ=99
L=16.14'Δ=84°49'57"R=10.00'L=14.81'±217.5 TC±217.1 FLMATCHEXISTING±218.1 TC±217.3 FLMATCHEXISTING±217.8 TC±217.6 FLMATCHEXISTING216.99 TC216.99 FL217.4216.217.41 TC216 91 FS1.0%5.8%6.8%±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.92 -21.17± (L) CL_Mission4 FS SAWCUT AP MATCH EXIST6+62.60 -28.68± (L) CL_Mission±217.8 FS SAWCUT AP MATCH EXISTSTA=16+86.47 -22.93± (L) CL_Mission±217.6 FS SAWCUT AP MATCH EXISTSTA=16+96.26 -14.14± (L) CL_Mission±217.6 FS SAWCUT AP MATCH EXISTSTA=17+09.52 -14.41± (L) CL_Mission±217.3 FS SAWCUT AP MATCH EXISTSTA=17+01.85 14.62± (R) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=17+23.77 14.60± (R) CL_Mission0.9%217.43 TC217.06 FLSTA 1+00.00 CR_MN = 2E = 5STA=17+23.78 20.1± (RSTA 1+02.51 CR_Mission(NE)N = 2302018.27E = 5765155.71STA=16+94.77 26.4± (L) CL_Mission9'10'2'445511
422166222
240.5%7.3%1.3%7.0%0.5%0.7%1.5%1.5%6.9%6.9%1.5%0.8%0.8%1.3%±218.1 FSMATCHEXISTING218.01 TC217.51 FS217.98 TC217.48 FS217.92 TC217.42 FS218.17TC/FS±218.1 FSMATCHEXISTING218.03 TC217.53 FS±218.2 FSMATCHEXISTING±218.2 FSMATCHEXISTING218.21FSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.123456123456789100feet101" = 5'515CHORRO | MISSION (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMISSION - SEE NEXT SHEETMISSION CURB RETURNSC-4.20SKYBLMSKYCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036EXISTING GRADEFLOWLINETOP OF CURBPage 471 of 753
ELEVATION214.0216.0218.0220.0214.0220.0-0.86%-1.63%217.20+90217.1217.10217.11+00217.06217.1217.02217.0216.96217.0216.88216.9216.79216.81+25216.71216.7216.7216.6216.5216.51+50216.51+53L = 30.89'-0.86%-5.45%-1.63%266.65%0.00%-0.86%-5.45%-1.63%266.65%0.00%PVI STA = 1+00.00PVI ELEV = 217.10PVI STA = 1+13.00PVI ELEV = 216.99PVI STA = 1+31.01PVI ELEV = 216.70PVI STA = 1+00.00PVI ELEV = 217.47PVI STA = 1+05.00PVI ELEV = 217.43PVI STA = 1+13.00PVI ELEV = 216.99PVI STA = 1+30.39PVI ELEV = 216.71PVI STA = 1+30.89PVI ELEV = 217.04TOP OF CURBFLOWLINEEXISTING GRADE^
^^^^^^^^^^^^^^^^^^^^17+000+901+001+53N82°23'55"E 13.00'N17°15'54"W 13.00'Δ=99°39'48"R=10.00'L=17.39'±217.5 TC±217.1 FLMATCHEXISTING±217.2 TC±216.7 FLMATCHEXISTING±218.1 TC±217.3 FLMATCHEXISTING216.99 TC216.99 FL217.42 TC216.92 FS217.33 TC216.83 FS217.47TC/FS216.97FS217.03TC/FS±217.1 FSMATCHEXISTING±217.0 FSMATCHEXISTING217.41 TC216.91 FS217.43FS±217.5 FSMATCHEXISTING1.0%1.0%2.4%1.4%1.3%1.0%5.8%0.8%1.0%0.8%2.5%6.8%±217.6 FS SAWCUT AP MATCH EXISTSTA=17+09.52 -14.41± (L) CL_Mission±217.1 FS SAWCUT AP MATCH EXISTSTA=10+24 73 8 00± (R) CL Chorro±216.9 FS SAWCUT AP MATCH EXISTSTA=10+36.02 -14.33± (L) CL_Chorro±217.2 FS SAWCUT AP MATCH EXISTSTA=10+26.60 -14.26± (L) CL_Chorro±217.3 FS SAWCUT AP MATCH EXISTSTA=17+01.85 14.62± (R) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=17+23.77 14.60± (R) CL_Mission217.28 TC216.78 FS1.5%217.43 TC217.06 FL1.0%1.2%8'8'2'1.5'STA 1+00.00 CR_Mission(SE)N = 2301975.97E = 5765190.57STA=17+23.78 20.1± (R) CL_Mission551666224NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSI
ON - SEE PREVI
OUS SHEETMISSION CURB RETURNSC-4.21SKYBLMSKYPage 472 of 753
ELEVATION214.0216.0218.0220.0214.0220.01.00%-1.66%-3.65%1.89%1.88%216.40+90216.5216.51216.5216.61216.6216.70216.7216.77216.8216.75216.8216.66216.71+25216.48216.6216.29216.3216.11216.1215.93215.9215.81+50215.61+59L = 48.94'1.88%1.00%5.15%-4.92%-3.65%-3.35%1.88%1.00%5.15%-4.92%-3.65%-3.35%PVI STA = 1+00.00PVI ELEV = 216.51PVI STA = 1+04.88PVI ELEV = 216.61PVI STA = 1+12.23PVI ELEV = 216.74PVI STA = 1+17.28PVI ELEV = 216.79PVI STA = 1+24.63PVI ELEV = 216.67PVI STA = 1+48.94PVI ELEV = 215.79PVI STA = 1+00.00PVI ELEV = 217.01PVI STA = 1+04.88PVI ELEV = 217.11PVI STA = 1+12.23PVI ELEV = 216.74PVI STA = 1+17.28PVI ELEV = 216.79PVI STA = 1+24.63PVI ELEV = 217.17PVI STA = 1+34.12PVI ELEV = 216.83PVI STA = 1+48.94PVI ELEV = 216.33TOP OF CURBFLOWLINEEXISTING GRADE^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^10+00
0+90
1+00 1+59N17°46'21"W 7.80'N82°32'11"E 5.00'Δ =79°41'28"R=10.00'L=13.91'Δ=42°27'08"R=10.00'L=7.41'Δ=42°27'07" R=20.00' L=14.82'±216.3 TC±215.8 FLMATCHEXISTING±217.0 TC±216.5 FLMATCHEXISTING217.15FS217.20FS217.08FS217.13FS1.7%1.5%1.5%1.0%1.0%±216.4 FSMATCHEXISTING±216.2 FS SAWCUT AP MATCH EXISTSTA=16+23.26 12.50± (R) CL_Mission±216.6 FS SAWCUT AP MATCH EXISTSTA=16+29.26 6.50± (R) CL_Mission±217.5 FS SAWCUT AP MATCH EXISTSTA=16+68.59 6.50± (R) CL_Mission±217.1 FS SAWCUT AP MATCH EXISTSTA=10+24.73 8.00± (R) CL_ChorroEXISTChorro4.4%4.4%5.4%5.1%0.6%0.3%217.17 TC216.67 FL217.11 TC216.61 FL4.8%4.6%1.5%0.5%217.11FS±216.8 FSMATCHEXISTING±216.8 FSMATCHEXISTING217.05TC/FS216.79 TC216.79 FL216.74 TC216.74 FLSTA=10+24.92 20.2± (R) CL_ChorroSTA 1+00.00 CR_Mission(SW)N = 2301959.87E = 5765128.082'1.5'2'5132661216.86 TC216.36 FL217.10 TC216.60 FL3.4%3.5%2.6%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE P
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ELEVATION210.0212.0214.0210.01.43%212.90+90212.8212.7212.6212.6212.58212.7212.66212.8212.73212.81+25212.8213.0213.0212.9213.01+50213.01+51L = 16.31'PVI STA = 1+12.50PVI ELEV = 213.03PVI STA = 1+28.31PVI ELEV = 212.77PVI STA = 1+28.81PVI ELEV = 213.07PVI STA = 1+12.50PVI ELEV = 212.55PVI STA = 1+28.81PVI ELEV = 212.78FLOWLINETOP OF CURBEXISTING GRADE827435212.403FD N&T IN MON WELL^
^^^^^^^^^^^^^^^
^
^
^
^
^
^
^^^^^13+0010+00INTERSECTION DATASTA=13+54.79 CHORROSTA=10+00.00 VENABLEN=2301650.02E=5765243.040+901+001+51Δ=81°37'05"R=10.00'L=14.25'Δ=100°02'29"R=10.00'L=17.46'±213.0 TC±212.5 FLMATCHEXISTING±213.1 TC±212.8 FLMATCHEXISTING±212.8 FS SAWCUT AP MATCH EXISTSTA=13+27.91 -11.73± (L) CL_Chorro±212.7 FS SAWCUT AP MATCH EXISTSTA=13+36.52 -11.69± (L) CL_Chorro±212.5 FS SAWCUT AP MATCH EXISTSTA=10+17.83 -12.11± (L) CL_Venable±212.6 FS SAWCUT AP MATCH EXISTSTA=10+26.37 -12.21± (L) CL_Venable1.2%1.2%1.0%1.0%7.5%7.4%1.0%1.6%7.5%7.5%1.5%1.5%213.17 TC212.67 FS213.19 TC212.69 FS213.12 TC212.62 FS213.33TC/FS213.31TC/FS213.36FS213.41FS213.22TC/FS213.27TC/FS213.29FS213.35FS213.19 TC212.69 FS±212.2 FS SAWCUT AP MATCH EXISTSTA=10+26.32 14.86± (R) CL_Venable±212.4 FS SAWCUT AP MATCH EXISSTA=10+48.12 15.00± (R) CL_Venable1.3%1.1.3%1.0%0.5%2.7%1.0%2.7%0.8%±213.6 FSMATCHEXISTING±213.5 FSMATCHEXISTING1.1%4.0%3.3%2.7%±213.6 FSMATCHEXISTING±213.6 FSMATCHEXISTING212.54 TC212.04 FS8'8'2'2'STA 1+12.50 CR_Venable(NE)N = 2301681.43E = 5765254.15STA=13+27.95 19.7± (L) CL_Chorro21
514422
3
221.2%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | VENABLE (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEVENABLE - SEE NEXT SHEETCHORROVENABLE CURB RETURNSC-4.23SKYBLMSKYPage 474 of 753
ELEVATION208.0210.0212.0214.0216.0208.0210.0-1.63%-2.12%-1.32%212.40+90212.3212.32212.3212.21212.3212.11212.3212.02212.2211.95212.2211.89212.11+25211.82211.9211.74211.7211.66211.6211.6211.51+50211.51+53L = 44.16'PVI STA = 1+00.00PVI ELEV = 212.82PVI STA = 1+30.59PVI ELEV = 212.31PVI STA = 1+12.87PVI ELEV = 212.54PVI STA = 1+44.16PVI ELEV = 212.09PVI STA = 1+00.00PVI ELEV = 212.32PVI STA = 1+13.00PVI ELEV = 212.04PVI STA = 1+30.46PVI ELEV = 211.81PVI STA = 1+44.16PVI ELEV = 211.59FLOWLINETOP OF CURBEXISTING GRADE-1.79%-0.81%^
^^^^^^^^^^^^^^^^^^^^^^14+000+901+001+53Δ=100°02'29"R=10.00'L=17.46'±212.8 TC±212.3 FLMATCHEXISTING±212.1 TC±211.6 FLMATCHEXISTING±212.2 FS SAWCUT AP MATCH EXISTSTA=10+26.32 14.86± (R) CL_Venable±212.4 FS SAWCUT AP MATCH EXISTSTA=10+48.12 15.00± (R) CL_Venable±212.2 FS SAWCUT AP MATCH EXISTSTA=13+81.26 -14.70± (L) CL_Chorro±211.7 FS SAWCUT AP MATCH EXISTSTA=14+03.06 -14.87± (L) CL_Chorro1.3%1.0%7.3%6.6%3.0%3.0%1.0%1.0%1.5%1.5%212.17FS212.23FS212.18TC/FS212.12TC/FS212.44 TC211.94 FS212.45 TC211.95 FS212.75TC/FS212.72TC/FS±212.8 FSMATCHEXISTING±212.8 FSMATCHEXISTING1.3%1.0%1.3%1.2%0.7%0.8%±212.3 FSMATCHEXISTING±212.1 FSMATCHEXISTING0.9%0.5%2.7%S212.31 TC211.81 FS212.54 TC212.04 FS2'2'STA=10+48.09 20.0± (R) CL_VenableSTA 1+00.00 CR_Venable(SE)N = 2301636.50E = 5765293.3411'8'51213112NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | VENABLE (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEVENABLE - SEE PREVIOUS SHEETCHORROVENABLE CURB RETURNSC-4.24SKYBLMSKYPage 475 of 753
ELEVATION204.0206.0208.0204.03.48%1.50%205.51+10205.56205.6205.64205.8205.71206.01+25205.83206.0206.01206.2206.18206.3206.35206.4206.53206.51+50206.61+51L = 37.29'PVI STA = 1+13.40PVI ELEV = 206.21PVI STA = 1+27.91PVI ELEV = 206.26PVI STA = 1+45.81PVI ELEV = 206.88PVI STA = 1+50.69PVI ELEV = 206.951.50%1.41%503.87%3.48%-671.76%1.50%1.41%503.87%3.48%-671.76%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+13.50PVI ELEV = 205.54PVI STA = 1+27.81PVI ELEV = 205.75PVI STA = 1+50.69PVI ELEV = 206.55SD
SD
SD
SD
SDSD
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^^^^^^^^^^^^^^^^^^^^^^^^10+0017+00INTERSECTION DATASTA=17+09.04 CHORROSTA=10+00.00 CENTERN=2301310.85E=5765345.301+000+901+001+51Δ=84°49'45"R=10.00'L=14.81'°12'03"R=10.00'L=14.17'±207.1 TC±206.6 FLMATCHEXISTING206.92 TC206.37 FSΔ =9 7 °4 2 '2 6 "R=10.00'L=17.05'N65°34'51"E 13.00'205.93 TC205.43 FL205.38 TC205.38 FL±207.1 FS SAWCUT AP MATCH EXISTSTA=16+60.82 8.96± (R) CL_Chorro±206.5 FS SAWCUT AP MATCH EXISTSTA=16+92.86 8.86± (R) CL_Chorro±206.2 FS SAWCUT AP MATCH EXISTSTA=9+82.09 -7.73± (L) CL_Center±206.1 FS SAWCUT AP MATCH EXISTSTA=9+72.94 -8.16± (L) CL_Center±207.0 FS SAWCUT AP STA=16+70.85 -10.95± ±206.6 FS SAWCUT AP MATCH EXISTSTA=16+92.29 -10.84± (L) CL_Chorro±205.8 FS SAWCUT AP MATCH EXISTSTA=9+52.73 11.11± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=9+76.18 11.15± (R) CL_Center±206.2 TC±205.5 FLMATCHEXISTING4.5%4.6%1.5%1.5%7.7%7.7%1.0%1.0%3.1%±206.5 FSMATCHEXISTING206.30TC/FS±206.2 FSMATCHEXISTING206.41 TC205.91 FS206.40 TC205.90 FS206.90TC/FS206.83TC/FS0.4%7.7%1.0%4.0%4.9%0.5%1205.85 TC205.35 FS1.5%1.5%1.5%±206.2 FSMATCHEXISTING4.2%0.6%3.6%1.5%1.4%5.1%3.0%±207.2 FSMATCHEXISTING±207.0 FSMATCHEXISTING206.88FS206.95FS1.5%221.5%1.5%0%206.25 TC205.75 FL205.70 TC205.20 FS2'206.33 TC205.83 FS206.33 TC205.83 FS8.5'13'1
5
'2'STA=16+70.90 20.0± (L) CL_ChorroSTA 1+00.00 CR_Center(NE)N = 2301353.13E = 5765353.398'8'2'5
5466112341
2
22644STA 1+13.00 CR_Center(NW)N = 2301317.18E = 5765313.15STA=9+73.37 19.1± (L) CL_Center205.83 TC205.33 FSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTERCENTER CURB RETURNSC-4.25SKYBLMSKYPage 476 of 753
ELEVATION204.0206.0208.0210.0204.0210.0-2.90%-1.50%206.90+90206.8206.72206.7206.58206.6206.43206.5206.33206.4206.25206.4206.18206.31+25206.10206.1206.1206.1206.2206.21+50206.31+53L = 31.35'FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 206.72PVI STA = 1+12.17PVI ELEV = 206.37PVI STA = 1+30.85PVI ELEV = 206.09PVI STA = 1+00.00PVI ELEV = 207.22PVI STA = 1+30.85PVI ELEV = 206.09PVI STA = 1+31.35PVI ELEV = 206.68PVI STA = 1+12.05PVI ELEV = 206.87SDSDSD^^^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^17+000+901+001+53Δ=81°12'03"R=10.00'L=14.17'±207.2 TC±206.7 FLMATCHEXISTING206.92 TC206.37 FS±206.7 TC±206.1 FLMATCHEXISTING±207.1 FS SAWCUT AP MATCH EXISTSTA=16+60.82 8.96± (R) CL_Chorro±207.0 FS SAWCUT AP MATCH EXISTSTA=16+70.85 -10.95± (L) CL_Chorro±206.6 FS SAWCUT AP MATCH EXISTSTA=16+92.29 -10.84± (L) CL_Chorro±206.6 FS SAWCUT AP MATCH EXISTSTA=10+16.88 -10.72± (L) CL_Center±206.5 FS SAWCUT AP MATCH EXISTSTA=10+27.92 -10.76± (L) CL_Center±205.9 FS SAWCUT AP MATCH EXISTSTA=10+35.40 13.20± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=10+25.85 13.18± (R) CL_Center0.4%1.5%7.7%7.7%7.4%7.4%1.0%1.0%1.0%206.73 TC206.23 FS207.01FS206.95FS206.90TC/FS206.97TC/FS1.5%1.5%1.5%206.73 TC206.23 FS1.3%1.5%4.7%0.9%3.4%6.0%0.3%4.2%±206.9 FSMATCHEXISTING±207.2 FSMATCHEXISTING±207.5 FSMATCHEXISTING±207.6 FSMATCHEXISTING1.5%206.78 TC206.28 FS2'15'10'2'2'STA=16+70.90 20.0± (L) CL_ChorroSTA 1+00.00 CR_Center(NE)N = 2301353.13E = 5765353.39STA 1+13.00 CR_Center(SE)N = 2301295.44E = 5765383.02STA=10+35.39 20.2± (R) CL_Center5664541
11264207.44TC/FS207.51TC/FSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETCENTER - SEE NEXT SHEETCENTER CURB RETURNSC-4.26SKYBLMSKYPage 477 of 753
ELEVATION202.0204.0206.0208.0202.0-1.64%205.60+90205.6205.61+00205.6205.5205.51205.6205.42205.6205.34205.51+25205.26205.3205.1205.0204.8204.71+50204.71+53L = 18.35'FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+12.50PVI ELEV = 205.55PVI STA = 1+30.85PVI ELEV = 205.25PVI STA = 1+12.50PVI ELEV = 206.09PVI STA = 1+30.35PVI ELEV = 205.25PVI STA = 1+30.85PVI ELEV = 205.63SDSDSD^
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^0+901+001+53±206.7 TC±206.1 FLMATCHEXISTING±206.1 TC±205.5 FLMATCHEXISTING±205.6 TC±205.3 FLMATCHEXISTINGΔ=99°25'10"R=10.00'L=17.35'±205.4 TC±205.1 FLMATCHEXISTING±206.5 FS SAWCUT AP MATCH EXISTSTA=10+27.92 -10.76± (L) CL_Center±205.9 FS SAWCUT AP MATCH EXISTSTA=10+35.40 13.20± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=10+25.85 13.18± (R) CL_Center±205.8 FS SAWCUT AP MATCH EXISTSTA=17+35.02 -13.00± (L) CL_Chorro±205.5 FS SAWCUT AP MATCH EXISTSTA=17+44.56 -13.00± (L) CL_Chorro±205.9 FS SAWCUT AP MATCH EXISTSTA=17+35.26 8.44± (R) CL_Chorro±205.6 FS SAWCUT AP MATCH EXISTSTA=17+44.03 8.46± (R) CL_Chorro7.4%06.95206.90TC/FS2.4%1.5%±205.4 FSMATCHEXISTING3.6%3.7%0.1%0.0%1.5%1.5%7.5%7.5%0.1%1.4%205.62TC/FS205.70TC/FS205.63FS205.70FS205.90 TC205.40 FS205.90 TC205.40 FS206.14TC/FS206.07TC/FS±206.1 FSMATCHEXISTING±206.1 FSMATCHEXISTING1.5%1.5%1.5%0.2%1.7%1.4%0.3%2.1%3.3%±205.5 FSMATCHEXISTING±205.7 FSMATCHEXISTING205.83 TC205.33 FS205.96 TC205.46 FSSTA 1+13.00 CR_Center(SE)N = 2301295.44E = 5765383.02STA=10+35.39 20.2± (R) CL_Center2'9'8'8
2'STA=17+44.01 20.0± (R) CL_ChorroSTA 1+12.50 CR_Center(SW)N = 2301271.60E = 5765336.3255
44414
6114NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTER - SEE PREVIOUS SHEETCENTER CURB RETURNSC-4.27SKYBLMSKYPage 478 of 753
ELEVATION202.0204.0206.0208.0202.00.62%-0.98%1.50%205.01+10205.15205.2205.23205.3205.30205.41+25205.38205.5205.41205.4205.41205.4205.4205.31+50205.31+53L = 30.16'PVI STA = 1+12.90PVI ELEV = 205.41PVI STA = 1+30.05PVI ELEV = 205.38PVI STA = 1+38.05PVI ELEV = 205.69PVI STA = 1+43.05PVI ELEV = 205.64FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+13.00PVI ELEV = 205.12PVI STA = 1+30.05PVI ELEV = 205.38PVI STA = 1+38.05PVI ELEV = 205.43PVI STA = 1+43.05PVI ELEV = 205.381.50%3.91%-0.98%-290.00%SDSDSDSDSD^^^^^
^^^^^^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^
^0+901+001+531+00±205.6 TC±205.3 FLMATCHEXISTINGΔ=97°42'26"R=10.00'L=17.05'±205.9 TC±205.4 FLMATCHEXISTING±205.4 TC±205.1 FLMATCHEXISTINGN65°34'51"E 13.00'205.93 TC205.43 FL205.38 TC205.38 FL±206 2 FS SAWCUT AP MATCH EXIST±206.1 FS SAWCUT AP MATCH EXISTSTA=9+72.94 -8.16± (L) CL_Center±205.8 FS SAWCUT AP MATCH EXISTSTA=17+35.02 -13.00± (L) CL_Chorro±205.5 FS SAWCUT AP MATCH EXISTSTA=17+44.56 -13.00± (L) CL_Chorro±205.8 FS SAWCUT AP MATCH EXISTSTA=9+52.73 11.11± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=9+76.18 11.15± (R) CL_Center±205.9 FS SAWCUT AP MATCH EXISTSTA=17+35.26 8.44± (R) CL_Chorro±205.6 FS SAWCUT AP MATCH EXISTSTA=17+44.03 8.46± (R) CL_Chorro±206.2 FSMATCHEXISTING1.0%4.0%4.9%2.4%2.4%0.2%1.5%0.5%1.5%205.85 TC205.35 FS205.76 TC205.26 FS205.74TC/FS205.45TC/FS±205.4 FSMATCHEXISTING205.44FS±205.3 FSMATCHEXISTING±205.7 FSMATCHEXISTING0.3%%1.5%4.2%0.6%1.5%1.5%2.4%1.0%1.6%205.70 TC205.20 FS.83 TC5.33 FS28'8'2'2'1.5'STA=17+44.01 20.0± (R) CL_ChorroSTA 1+12.50 CR_Center(SW)N = 2301271.60E = 5765336.325446
66123426
144STA 1+13.00 CR_Center(NW)N = 2301317.18E = 5765313.15STA=9+73.37 19.1± (L) CL_Center205.83 TC205.33 FS1.4%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" =5'515CHORRO | CENTER (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVI
OUS SHEETCENTERCENTER CURB RETURNSC-4.28SKYBLMSKYPage 479 of 753
ELEVATION198.0200.0202.0204.0198.0200.01.80%2.18%200.50+90200.6200.70200.7200.79201.2200.88201.1200.97201.2201.08201.2201.19201.21+25201.3201.3201.31+38L = 27.81'PVI STA = 1+00.00PVI ELEV = 200.70PVI STA = 1+15.64PVI ELEV = 200.98PVI STA = 1+27.81PVI ELEV = 201.25PVI STA = 1+00.00PVI ELEV = 201.35PVI STA = 1+27.81PVI ELEV = 201.561.80%0.62%STA: 1+15.64ELEV: 201.48EXISTING GRADEFLOWLINETOP OF CURB>
>^^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^21+0010+00
INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.131+00+901+001+38Δ =8 2 °5 1 '4 7 "R =10 .0 0'L=R=10.00'L=14.14'Δ=80°38'16"R=10.00'L=14.07'±201.6 TC±201.2 FLMATCHEXISTING±201.4 TC±200.7 FLMATCHEXISTING±202.5 TC±202.2 FLMATCHEXISTING200.57 TC200.57 FL±201.2 FS SAWCUT AP MATCH EXISTSTA=9+71.68 -10.77± (L) CL_MountainView±201.8 FS SAWCUT AP MATCH EXISTSTA=9+82.40 -9.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=20+84.05 10.52± (R) CL_Chorro±201.9 FS SAWCUT AP MATCH EXISTSTA=20+61.33 10.46± (R) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=20+71.57 -16.92± (L) CL_Chorro±202.3 FS SAWCUT AP MATCH EXISTSTA=20+81.12 -16.83± (L) CL_ChorroMATCH EXISTR) CL_MountainView8.0%1.4%1.6%1.5%1.7%201.35 TC200.85 FS201.77TC/FS201.79TC/FS±201.8 FSMATCHEXISTING±201.7 FSMATCHEXISTING1.1%7.5%1.0%1.0%5.5%5.5%2%202.66TC/FS202.69 TC202.19 FS0.5%202.10FS2'11'1.8%0.4%201.43 TC200.93 FS8.
5
'1.5'STA 1+00.00 CR_Mountain View(NW)N = 2300943.63E = 5765425.17STA=9+73.17 20.0± (L) CL_MountainViewSTA=20+71.60 19.9± (L) CL_ChorroSTA 1+12.10 CR_Mountain View(NE)N = 2300969.56E = 5765469.295441141
4
2
2
625
6NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETMOUNTAIN VIEWMOUNTAIN VIEW CURB RETURNSC-4.29SKYBLMSKYPage 480 of 753
ELEVATION200.0202.0204.0200.0-0.24%0.50%1.72%2.43%202.20+90202.2202.21+00202.2202.1202.13202.3202.12202.1202.17202.11+25202.25202.1202.37202.3202.49202.4202.54202.5202.61+50202.7202.81+57L = 34.88'PVI STA = 1+12.10PVI ELEV = 202.51PVI STA = 1+22.11PVI ELEV = 202.12PVI STA = 1+31.22PVI ELEV = 202.27PVI STA = 1+41.22PVI ELEV = 202.88PVI STA = 1+46.98PVI ELEV = 202.916.07%0.50%EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 1+12.10PVI ELEV = 202.14PVI STA = 1+22.11PVI ELEV = 202.12PVI STA = 1+31.22PVI ELEV = 202.27PVI STA = 1+41.22PVI ELEV = 202.52PVI STA = 1+47.04PVI ELEV = 202.55>>>>>>>>>>>>>>>>>>
>
>
^^^^^^^^^^^^^^^^^^^^^^^^^
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^
^21+0010+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.130+901+001+57N82°07'40"E 18.96'Δ=80°59'39"R=10.00'L=14.14'Δ =8 0 °3 8 '1 6 "R =10 .0 0'±202.9 TC±202.5 FLMATCHEXISTING±201.6 TC±201.2 FLMATCHEXISTING±202.5 TC±202.2 FLMATCHEXISTING202.27 TC202.27 FL202.88 TC202.52 FL±202.1 FS SAWCUT AP MATCH EXISTSTA=20+84.05 10.52± (R) CL_Chorro±201.9 FS SAWCUT AP MATCH EXISTSTA=20+61.33 10.46± (R) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=20+71.57 -16.92± (L) CL_Chorro±202.3 FS SAWCUT AP MATCH EXISTSTA=20+81.12 -16.83± (L) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=10+25.94 -16.96± (L) CL_MountainView±202.5 FS SAWCUT AP MATCH EXISTSTA=10+44.45 -17.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=10+41.61 20.87± (R) CL_MountainView8.0%1.7%201.79TC/FS1.1%7.5%1.0%1.0%1.0%4.0%6.0%7.5%1.1%0.5%4.2%5.5%5.5%1.0%0.5%0.5%0.9%1.2%3.7%3.0%0.2%±202.7 FSMATCHEXISTING±202.9 FSMATCHEXISTING202.66TC/FS202.69 TC202.19 FS202.73 TC202.23 FS202.77 TC202.27 FS±203.1 FSMATCHEXISTING202.83 TC202.33 FS202.70TC/FS202.68FS202.73FS203.08TC/FS0.5%1.8%0.5%201.87FS202.10FS2'11'201.43 TC200.93 FS8.5'10'3'3'1.5'1.5'3'3'STA=20+71.60 19.9± (L) CL_ChorroSTA 1+12.10 CR_Mountain View(NE)N = 2300969.56E = 5765469.295
54632
161422552.2%3.9%4.4%2.0%202.00FS201.93FS202.20FS202.15FS201.87FS0.5%4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUNTAIN VIEW - SEE NEXT SHEETMOUNTAIN VIEW CURB RETURNSC-4.30SKYBLMSKYPage 481 of 753
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^^^^^21+002210
11+00 1+930+90 1+001+57 0+901+00Δ=82°51'47"R =10 .0 0 'L =1 4 .4 6 'N34°09'02"W 10.00'Δ=42°50'00" R=20.00' L=14.95'Δ=42°50'0 0 "R =10 .0 0 'L =7 .4 8 'Δ=116°38'03"R=30.00'L=61.07'N82°07'40"E
1
8.96'Δ=80°59'39"R=10.00'L=14.14'±202.9 TC±202.5 FLMATCHEXISTING±204.0 TC±203.6 FLMATCHEXISTING±202.2 TC±201.7 FLMATCHEXISTING±201.2 TC±200.7 FLMATCHEXISTING202.27 TC202.27 FL202.88 TC202.52 FL202.76 TC202.26 FL202.52 TC202.02 FL202.12 TC202.12 FL202.20 TC202.20 FL203.41 TC202.97 FL203.58 TC203.16 FL202.24 TC201.74 FL±201.8 FS SAWCUT AP MATCH EXISTSTA=21+80.05 -14.55± (L) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=10+25.94 -16.96± (L) CL_MountainView±202.5 FS SAWCUT AP MATCH EXISTSTA=10+44.45 -17.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=10+41.61 20.87± (R) CL_MountainView±203.2 FS SAWCUT AP MATCH EXISTSTA=10+77.06 6.18± (R) CL_MountainView±203.6 FS SAWCUT AP MATCH EXISTSTA=11+00.13 16.61± (R) CL_MountainView±202.0 FS SAWCUT AP MATCH EXISTSTA=21+13.52 10.46± (R) CL_Chorro±201.4 FS SAWCUT AP MATCH EXISTSTA=21+27.05 10.55± (R) CL_Chorro4.0%1.5%0.8%7.8%7.8%1.9%1.0%0.7%201.02TC/FS201.20 TC200.70 FS201.17 TC200.67 FS201.29TC/FS201.26TC/FS±201.3 FSMATCHEXISTING±201.4MATCEXISTIN1.0%1.0%4.0%6.0%
7.5%1.1%
0.5%4.2%5.5%1.2%202.69 TC202.19 FS202.73 TC202.23 FS202.77 TC202.27 FS±203.1 FSMATCHEXISTING202.83 TC202.33 FS202.70TC/FS203.08TC/FS0.5%1.8%0.5%2.7%0.4%201.87FS203.18 TC202.68 FL202.10FS0.4%8.2%5.6%2.3%1.5%1.0%1.0%2.9%1.0%2.0%2.7%±202.5 FSMATCHEXISTING±202.4 FSMATCHEXISTING203.51FS±204.1 FSMATCHEXISTING202.72FS202.85FS202.77FS202.98FS10'3'3'1.5'2'8'1.5'1.5'3'3'STA 0+97.17 CR_Mountain View(SE)N = 2300931.10E = 5765560.02STA=11+00.13 20.0± (R) CL_MountainView1.4%0.8%1.5%7.5%7.5%202.80FS2.9%55
4
4
6
6551632121222
552.2%3.9%4.4%2.0%202.00FS201.93FS202.20FS202.15FS201.87FS0.5%4202.22 TC201.72 FL2.3%0.1%2.2%2.5%2.4%STA=21+26.98 20.1± (R) CL_ChorroSTA 1+11.67 CR_Mountain View(SW)N = 2300903.18E = 5765457.40REFER TO LANDSCAPE PLANSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CHORROCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515MOUNT
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HEETMOUNTAIN VIEW CURB RETURNSC-4.31SKYBLMSKYCHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEPage 482 of 753
ELEVATION199.0200.0202.0204.0206.0199.0200.0-2.39%-1.00%-1.50%-1.50%-2.67%-0.50%10.0' VCPVI STA = 1+81.37PVI ELEV = 201.72K = 4.60BVC = 1+76.37ELEV = 201.85EVC = 1+86.37ELEV = 201.69LOW PT STA: 1+86.37LOW PT ELEV: 201.690+90203.6203.50203.51+00203.38203.4203.26203.2203.14203.2203.02203.2202.90203.11+25202.78202.9202.66202.8202.54202.7202.42202.6202.31202.41+50202.23202.3202.17202.1202.10201.9202.02201.8201.89201.81+75201.77201.8201.70201.7201.67201.7201.71+93L = 95.55'PVI STA = 0+97.17PVI ELEV = 203.98PVI STA = 1+51.83PVI ELEV = 202.76PVI STA = 1+58.38PVI ELEV = 202.20PVI STA = 1+63.39PVI ELEV = 202.12PVI STA = 1+69.94PVI ELEV = 202.52PVI STA = 1+81.37PVI ELEV = 202.22PVI STA = 1+92.72PVI ELEV = 202.23EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 0+97.17PVI ELEV = 203.57PVI STA = 1+51.83PVI ELEV = 202.26PVI STA = 1+58.38PVI ELEV = 202.20PVI STA = 1+63.39PVI ELEV = 202.12PVI STA = 1+69.94PVI ELEV = 202.02PVI STA = 1+92.72PVI ELEV = 201.66-2.23%-8.63%-1.50%6.13%-2.67%0.12%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMOUNTAIN VIEW CURB RETURNSC-4.32SKYBLMSKYPage 483 of 753
ELEVATION198.0200.0202.0198.0200.0-2.25%-1.20%-0.56%200.70+90200.7200.71+00200.7200.7200.66201.1200.63200.7200.60200.61+25200.57200.6200.48200.5200.38200.4200.3200.21+50200.11+54L = 32.17'EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 1+12.17PVI ELEV = 200.67PVI STA = 1+31.21PVI ELEV = 200.57PVI STA = 1+39.21PVI ELEV = 200.39PVI STA = 1+44.21PVI ELEV = 200.33PVI STA = 1+12.04PVI ELEV = 201.17PVI STA = 1+31.21PVI ELEV = 200.57PVI STA = 1+39.21PVI ELEV = 200.89PVI STA = 1+44.21PVI ELEV = 200.76-2.60%4.00%>>>>>>>^^^^^^^^^^^^^^^^^^^^^^
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^^^^^^^^^^^^^^^^^^21+0010+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.130+901+001+540+901+00N63°15'17"E 15.71'Δ=82°51'47"R=10.00'L=14.46'8'16"R=10.00'L=14.07'±200.8 TC±200.3 FLMATCHEXISTING±201.2 TC±200.7 FLMATCHEXISTING±201.4 TC±200.7 FLMATCHEXISTING200.89 TC200.39 FL200.57 TC200.57 FL±201.2 FS SAWCUT AP MATCH EXISTSTA=9+71.68 -10.77± (L) CL_MountainView±201.8 FS SAWCUT AP MATCH EXISTSTA=9+82.40 -9.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=10+41.61 20.87± (R) CL_MountainView±200.5 FS SAWCUT AP MATCH EXISTSTA=9+57.94 16.05± (R) CL_MountainView±202.0 FS SAWCUT AP MATCH EXISTSTA=21+13.52 10.46± (R) CL_Chorro±201.4 FS SAWCUT AP MATCH EXISTSTA=21+27.05 10.55± (R) CL_Chorro1.5%%201.35 TC200.85 FS4.0%1.8%1.6%4.0%1.5%0.8%7.8%7.8%1.9%1.0%0.7%±200.9 FSMATCHEXISTING201.02TC/FS201.20 TC200.70 FS201.17 TC200.67 FS201.29TC/FS201.26TC/FS±201.3 FSMATCHEXISTING±201.4 FSMATCHEXISTING201.43 TC200 93 FS
2'8'8'3'3'STA 1+00.00 CR_Mountain View(NW)N = 2300943.63E = 5765425.17STA=9+73.17 20.0± (L) CL_MountainView1.4%1.5%1.6%0.8%54
1
144666
2%2.0%202.00FS201.93FSSTA=21+26.98 20.1± (R) CL_ChorroSTA 1+11.67 CR_Mountain View(SW)N = 2300903.18E = 5765457.40NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUNTAIN VIEWMOUNTAIN VIEW CURB RETURNSC-4.33SKYBLMSKYPage 484 of 753
ELEVATION198.0200.0202.0198.0200.0-1.82%1.91%1.64%1.64%1.64%199.10+90199.2199.29199.31+00199.37199.4199.45199.6199.53199.5199.61199.7199.70199.81+25199.80199.8199.89199.8199.99199.8199.97199.9199.88199.91+50199.91+52L = 50'PVI STA = 1+00.00PVI ELEV = 199.84PVI STA = 1+05.00PVI ELEV = 199.92PVI STA = 1+18.32PVI ELEV = 199.59PVI STA = 1+23.33PVI ELEV = 199.67PVI STA = 1+42.05PVI ELEV = 200.57PVI STA = 1+50.00PVI ELEV = 200.42-1.82%1.64%1.64%-2.53%4.79%-1.82%1.64%1.64%-2.53%4.79%PVI STA = 1+00.00PVI ELEV = 199.29PVI STA = 1+05.00PVI ELEV = 199.37PVI STA = 1+18.32PVI ELEV = 199.59PVI STA = 1+23.33PVI ELEV = 199.67PVI STA = 1+42.05PVI ELEV = 200.03PVI STA = 1+50.00PVI ELEV = 199.88FLOWLINETOP OF CURBEXISTING GRADE>
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^24+0010+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.420+901+001+491+520+901+00N34°09'38"W 7.98'Δ=82°18'2 9 "R =1 0 .0 0 'L=14.37'N63°13'46"E 12.12'Δ =8 2 °5 1'4 4 "R=10.00'L=14.46'N64°00'27"E 5.00'N34°23'39"W 2.67'Δ=98°28'41"R=20.00'L=34.38'±199.5 TC±199.3 FLMATCHEXISTING±201.1 TC±200.6 FLMATCHEXISTING±200.4 TC±199.9 FLMATCHEXISTING±199.8 TC±199.3 FLMATCHEXISTING199.42 TC199.42 FL199.48 TC199.36 FL199.59 TC199.59 FL199.67 TC199.67 FL200.56 TC200.06 FL199.92 TC199.37 FL201.08 TC200.56 FL200.62 TC200.62 FL1.0%1.0%5.8%1.4%4.7%4.7%0.5%0.6%1.6%1.5%200.23 TC199.73 FS200.14 TC199.64 FS±199.9 FSMATCHEXISTING0.2%1.8%1.8%1.2%0.7%0.2%0.6%0.4%0.9%1.8%199.91 TC199.41 FS199.82 TC199.32 FS199.51TC/FS199.34TC/FS2.5%3.4%1.3%1.9%1.8%1.7%±200.3 FSMATCHEXISTING1.9%1.7%1.5%0.8%5.3%6.3%721.0%0.5%201.22 TC200.72 FS201.21 TC200.71 FS±199.4 FS SAWCUT AP MATCH EXISTSTA=9+48.77 -12.41± (L) CL_Lincoln±199.9 FS SAWCUT AP MATCH EXISTSTA=9+68.25 -12.36± (L) CL_Lincoln±200.4 FS SAWCUT AP MATCH EXISTSTA=24+26.40 12.58± (R) CL_Chorro±200.4 FS SAWCUT AP MATCH EXISTSTA=24+01.23 12.65± (R) CL_Chorro±200.9 FS SAWCUT AP MATCH EXISTSTA=24+24.34 -15.29± (L) CL_Chorro0.6%1.8%200.53FL±199.5 FS SAWCUT AP MATCH EXISTSTA=9+61.80 10.47± (R) CL_Lincoln±199.9 FS SAWCUT AP MATCH EXISTSTA=9+82.12 10.25± (R) CL_Lincoln±199.8 FS SAWCUT AP MATCH EXISTSTA=24+75.82 10.36± (R) CL_Chorro199.96TC/FS200.44TC/FS2'
1.
5
'1.5'STA=9+48.79 19.9± (L) CL_LincolnSTA 1+00.00 CR_Lincoln(NW)N = 2300636.25E = 5765605.68201.21TC/FSSTA 1+00.00 CR_Lincoln(N = 2300679.98E = 5765657.88STA=24+24.34 19.8± (3'3'1.5'8'8'8'2'1.5'455
134666
14221
6.2%6.2%200.70FS200 70200.51FLNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETLINCOLNLINCOLN CURB RETURNSC-4.34SKYBLMSKYPage 485 of 753
ELEVATION198.0200.0202.0198.0200.0-0.78%200.60+90200.6200.60200.61+00200.56200.6200.60200.6200.64200.7200.67200.7200.71200.71+25200.75200.7200.79200.8200.9200.9201.01+47L = 36.76'PVI STA = 1+00.00PVI ELEV = 201.12PVI STA = 1+05.00PVI ELEV = 201.08PVI STA = 1+13.24PVI ELEV = 200.62PVI STA = 1+23.75PVI ELEV = 200.70PVI STA = 1+31.76PVI ELEV = 201.28PVI STA = 1+36.76PVI ELEV = 201.327.24%0.75%-0.78%-5.54%0.75%7.24%0.75%-0.78%-5.54%0.75%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 200.60PVI STA = 1+05.00PVI ELEV = 200.56PVI STA = 1+31.76PVI ELEV = 200.76PVI STA = 1+36.76PVI ELEV = 200.80>>>>>>>>>>>>>>>>>>
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^10+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.421+470+901+00N63°57'06"E 3.42'Δ =9 8 °2 0 '1 0
N34°09'38"W 7.98'N63°31'53"E 14.41'Δ=82°18'29"R=10.00'L=14.37'±201.3 TC±200.8 FLMATCHEXISTING±201.1 TC±200.6 FLMATCHEXISTING200.90 TC200.36 FL200.09 TC200.09 FL200.17 TC200.17 FL199.59 TC199 59 FL199.67 TC199.67 FL201.08 TC200.56 FL200.70 TC200.70 FL200.62 TC200.62 FL201.28 TC200.76 FL1.9%1.7%1.5%0.8%5.3%6.3%7.2%1.6%1.9%0.8%0.5%7.2%1.0%0.5%201.22 TC200.72 FS201.21 TC200.71 FS±201.3 FSMATCHEXISTING±200.4 FS SAWCUT AP MATCH EXISTSTA=24+26.40 12.58± (R) CL_ChorroEXISTorro±200.9 FS SAWCUT AP MATCH EXISTSTA=24+24.34 -15.29± (L) CL_Chorro±200.8 FS SAWCUT AP MATCH EXISTSTA=10+22.26 -16.60± (L) CL_Lincoln±201.0 FS SAWCUT AP MATCH EXISTSTA=10+40.43 -16.69± (L) CL_Lincoln±200.4 FS SAWCUT AP MATCH EXISTSTA=10+27.02 16.97± (R) CL_Lincoln±200.6 FS SAWCUT AP MATCH EXISTSTA=10+49.44 17.03± (R) CL_Lincoln0.6%1.8%1.1%200.53FL200.13FL1.0%1.0%5.7%201.21TC/FS201.30TC/FS±201.4 FSMATCHEXISTINGSTA 1+00.00 CR_Lincoln(NE)N = 2300679.98E = 5765657.88STA=24+24.34 19.8± (L) CL_Chorro3'3'1.5'1.5'3'3'8'8'STA=10+49.43 20.0± STA 1+00.00 CR_N = E = 5
545662
21555.2%1.9%6.2%6.2%1.0%200.70FS200.20FS200.30FS200.70FS200.14FS200.51FLNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETLINCOLN - SEE NEXT SHEETLINCOLN CURB RETURNSC-4.35SKYBLMSKYPage 486 of 753
ELEVATION198.0200.0202.0198.0200.0-1.50%-1.50%-1.50%-5.69%-1.50%200.60+90200.5200.44200.4200.36200.4200.29200.4200.21200.3200.14200.1200.00200.01+25199.71200.0199.43199.8199.30199.4199.23199.2199.11+50199.11+51L = 46.52'PVI STA = 1+00.00PVI ELEV = 200.98PVI STA = 1+05.01PVI ELEV = 200.90PVI STA = 1+17.69PVI ELEV = 200.17PVI STA = 1+23.46PVI ELEV = 200.09PVI STA = 1+36.16PVI ELEV = 199.92PVI STA = 1+46.52PVI ELEV = 199.76-1.50%-5.78%-1.50%-1.34%-1.50%-1.50%-5.78%-1.50%-1.34%-1.50%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 200.44PVI STA = 1+05.01PVI ELEV = 200.36PVI STA = 1+17.69PVI ELEV = 200.17PVI STA = 1+23.46PVI ELEV = 200.09PVI STA = 1+36.16PVI ELEV = 199.36PVI STA = 1+46.52PVI ELEV = 199.21>>>>>>>>>>>>>>>>>>>>>>>>>>>>^^^^^^^^^^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^25+0010+000+901+001+511+00N63°57'06"E 3.42'N34°23'04"W 3.42'Δ=98°20'10"R=20.00'L=34.33'N63°31'53"E 14.41'Δ=82°18 '2 9 "R =1 0 .0 0 'L =14.37'N33°54'30"W 12.12'Δ=82°51'44"R=10.0 0 'L =1 4 .4 6 '±199.3 TC±198.9 FLMATCHEXISTING±199.8 TC±199.2 FLMATCHEXISTING±201.0 TC±200.4 FLMATCHEXISTING±201.3 TC±200.8 FLMATCHEXISTING200.90 TC200.36 FL200.09 TC200.09 FL200.17 TC200.17 FL199.92 TC199.36 FL199.84 TC199.34 FL199.22 TC199.22 FL199.34 TC198.93 FL200.70 TC200.70 FL200.62 TC200.62 FL201.28 TC200.76 FL0.2%1.8%1.8%1.2%1.3%0.2%0.0%1.4%1.8%199.91 TC199.41 FS199.82 TC199.32 FS199.34TC/FS1.7%5.3%6.3%7.2%1.6%1.9%0.8%0.5%7.2%1.0%0.5%201.22 TC200.72 FS201.21 TC200.71 FS±200.8 FS SAWCUT AP MATCH EXISTSTA=10+22.26 -16.60± (L) CL_Lincoln±201.0 FS SAWCUT AP MATCH EXISTSTA=10+40.43 -16.69± (L) CL_Lincoln±200.4 FS SAWCUT AP MATCH EXISTSTA=10+27.02 16.97± (R) CL_Lincoln±200.6 FS SAWCUT AP MATCH EXISTSTA=10+49.44 17.03± (R) CL_Lincoln±199.4 FS SAWCUT AP MATCH EXISTSTA=25+12.92 -14.29± (L) CL_Chorro0.6%1.8%1.1%3.4%200.53FL200.13FL7.6%1.5%1.8%1.4%1.0%1.0%5.7%1.0%1.6%0.5%1.2%1.0%1.6%1.3%1.8%±199.9 FS SAWCUT AP MATCH EXIST±199.8 FS SAWCUT AP MATCH EXISTSTA=24+75.82 10.36± (R) CL_Chorro±199.3 FS SAWCUT AP MATCH EXISTSTA=24+96.13 10.50± (R) CL_Chorro0.3%201.21TC/FS201.30TC/FS3'3'1.5'3'3'1.5'1.5'200.64 TC200.14 FS200.71 TC200.21 FS200.94TC/FS199.96TC/FS±199.8 FSMATCHEXISTING±201.0 FSMATCHEXISTING8'8'9.6'9.6'STA=10+49.43 20.0± (R) CL_LincolnSTA 1+00.00 CR_Lincoln(SE)N = 2300644.80E = 5765713.62STA 1+00.00 CR_Lincoln(SW)N = 2300598.29E = 5765665.41STA=24+96.07 20.0± 8'2'1.5'4255
2141
6622
2
555.2%1.9%6.2%6.2%1.0%200.70FS200.20FS200.30FS200.70FS200.14FS200.51FLNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALELINCOLN - SEE PREVI
OUS SHEETLINCOLN CURB RETURNSC-4.36SKYBLMSKYPage 487 of 753
ELEVATION196.0198.0200.0202.0196.0200.03.67%1.50%1.50%-0.69%-0.69%198.50+90198.7198.86198.9198.93199.0199.11199.2199.25199.4199.33199.4199.40199.51+25199.39199.3199.35199.3199.3199.1198.91+49L = 38.7'PVI STA = 1+00.00PVI ELEV = 199.27PVI STA = 1+05.00PVI ELEV = 199.34PVI STA = 1+13.00PVI ELEV = 199.22PVI STA = 1+25.70PVI ELEV = 199.42PVI STA = 1+33.70PVI ELEV = 199.49PVI STA = 1+38.70PVI ELEV = 199.46-1.51%1.50%0.99%-0.69%1.50%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 198.86PVI STA = 1+05.00PVI ELEV = 198.93PVI STA = 1+13.00PVI ELEV = 199.22PVI STA = 1+25.70PVI ELEV = 199.42PVI STA = 1+33.70PVI ELEV = 199.36PVI STA = 1+38.70PVI ELEV = 199.33>>>>>>>>>^
^
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^^^^^^^^^^^^^^^^^^25+0010+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.421+490+901+0098°2 0 '1 0 "R =2 0 .0 0 'L =3 4 .3 3 'N33°54'30"W 12.12'N63°13'46"E 12.12'Δ=82°51'44"R=10.00'L=14.46'N64°00'2Δ =9 8 °±199.5 TC±199.3 FLMATCHEXISTING±199.3 TC±198.9 FLMATCHEXISTING200.09 TC200.09 FL200.17 TC200.17 FL.92 TC.36 FL199.42 TC199.42 FL199.22 TC199.22 FL199.34 TC198.93 FL199.48 TC199.36 FL199.59 TC199.59 FL199.67 TC199 67 FL0.2%1.8%1.8%1.2%0.7%1.3%0.2%0.0%1.4%1.8%0.6%0.4%0.9%1.8%199.91 TC199.41 FS199.82 TC199.32 FS±199.6 FSMATCHEXISTING199.51TC/FS199.34TC/FS±199.9 FS SAWCUT AP MATCH EXISTSTA=9+68.25 -12.36± (L) CL_LincolnWCUT AP MATCH EXIST2 -14.29± (L) CL_Chorro3.4%200.13FL%%±199.5 FS SAWCUT AP MATCH EXISTSTA=9+61.80 10.47± (R) CL_Lincoln±199.9 FS SAWCUT AP MATCH EXISTSTA=9+82.12 10.25± (R) CL_Lincoln±199.8 FS SAWCUT AP MATCH EXISTSTA=24+75.82 10.36± (R) CL_Chorro±199.3 FS SAWCUT AP MATCH EXISTSTA=24+96.13 10.50± (R) CL_Chorro0.3%±199.3 FSMATCHEXISTING2'3'STA 1+00.00 CR_Lincoln(SW)N = 2300598.29E = 5765665.41STA=24+96.07 20.0± (R) CL_Chorro8'8'2'1.5'1.5'25
51
2146622255.2%1.9%200.20FS200.14FSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETLINCOLNLINCOLN CURB RETURNSC-4.37SKYBLMSKYPage 488 of 753
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D
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^5-5C-
5
.
55-5C-5.56-6C-5.56-6C-5.530+0010+0011+0INTERSECTION DATASTA=30+30.98 CHORROSTA=10+00.00 WALNUTN=2300167.64E=5765983.332+170+901+002+001+0N34°19'45"W 5.00'N34°18'56"W 23.42'N56°03'39"E 20.23'N55°50'33"E 5.00'Δ=89°37'25" R=20.00' L=31.28'Δ=42°46'48" R=10.00' L=7.47'Δ=42°46'50" R=20.00' L=14.93'N55°53'50"E 12.25'N55°53'50"E 11.33'Δ=90°07'27" R=20.00' L=31.46'±193.1 TC±192.6 FLMATCHEXISTING±195.6 TC±195.1 FLMATCHEXISTING193.46 TC193.46 FL193.54 TC193.54 FL194.17 TC193.67 FL193.81 TC193.31 FL193.17 TC192.67 FL195.49 TC194.99 FL195.13 TC194.63 FL194.86 TC194.36 FL194.31 TC193.81 FL193.68 TC193.18 FL194.12 TC194.12 FL194.19 TC194.19 FL195.19 TC194.69 FL194.91 TC194.41 FL±193.1 FS SAWCUT AP MATCH EXISTSTA=29+69.61 -8.17± (L) CL_Chorro±195.8 FS SAWCUT AP MATCH EXISTSTA=10+85.26 0.00± () CL_Walnut±195.6 FS SAWCUT AP MATCH EXISTSTA=10+80.20 0.00± () CL_Walnut6.1%1.5%1.0%1.5%1.0%3.8%1.5%4.9%194.07FS195.60FS194.00FS194.02FS195.85FS195.65FS194.79FS1.8%2.6%0.1%4.0%2.9%3.2%1.0%5.0%4.8%2.7%7.5%7.5%0.3%8.6%3.3%194.71FS194.79FS194.71FS0.0%0.0%1.8%194.23FS195.36 TC194.86 FL6.8%6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.02 FT/FT MIN)12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE8" HDPE STORM DRAIN(S = 0.02 FT/FT MIN)6" PERFORATED SDR35 PVC SLOPED
UNDERDRAIN (S = 0.01 FT/FT MIN)
12" MIDSTATE CONCRETE CATCH BASIN
(CB 12" x 12", OR APPROVED EQUAL)
OVERFLOW / OUTLET STRUCTURE
8" HDPE STORM DRAIN
(S = 0.01 FT/FT MIN)
SEE 2' CURB CUT
DETAIL, SHEET C-6.5
SEE 2' CURB CUTDETAIL, SHEET C-6.5193.50 TG189.00 INV193.60 TG
189.1 INV
ATE PARCELPN: 002-293-01552
54421
662
52225
4.6%1.7%1.7%8.8%2.2%2.2%2.1%2.7%1.7%1.7%1.7%3.9%6.1%193.95FSSTA=29+69.61 19.8± (L) CL_ChorroSTA 1+00.00 CR_Walnut(NE)N = 2300229.49E = 5765965.09STA 1+00.00 CR_Walnut(SE)N = 2300197.07E = 5766060.31STA=10+80.20 19.0± (R) CL_WalnutREFER TO LANDSCAPE PLANSNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515WALNUTCHORROWALNUT CURB RETURNSC-4.38SKYBLMSKYCHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEPage 489 of 753
ELEVATION190.0192.0194.0196.0198.0190.04.47%2.17%1.50%2.16%1.90%2.20%5.0' VCPVI STA = 1+75.00PVI ELEV = 194.14K = 2.20BVC = 1+72.50ELEV = 194.09EVC = 1+77.50ELEV = 194.25LOW PT STA: 1+72.50LOW PT ELEV: 194.09192.50+90192.5192.56192.6192.67192.6192.78192.7192.89192.8193.00193.0193.10193.21+25193.21193.4193.32193.5193.43193.6193.51193.7193.60193.71+50193.70193.8193.81193.9193.92194.1194.03194.3194.16194.41+75194.36194.4194.56194.5194.70194.6194.81194.6194.91194.82+00195.02195.0195.2195.4195.52+17L = 107.33'PVI STA = 1+00.00PVI ELEV = 193.06PVI STA = 1+34.45PVI ELEV = 193.81PVI STA = 1+41.56PVI ELEV = 193.46PVI STA = 1+46.57PVI ELEV = 193.54PVI STA = 1+53.68PVI ELEV = 194.17PVI STA = 2+02.33PVI ELEV = 195.47PVI STA = 2+07.33PVI ELEV = 195.731.50%4.47%2.16%-4.87%8.93%2.20%2.17%5.30%10.0' VCPVI STA = 1+85.00PVI ELEV = 195.09K = 4.35BVC = 1+80.00ELEV = 194.86EVC = 1+90.00ELEV = 195.20HIGH PT STA: 1+90.00HIGH PT ELEV: 195.20PVI STA = 1+00.00PVI ELEV = 193.06PVI STA = 1+34.45PVI ELEV = 193.81PVI STA = 1+41.56PVI ELEV = 193.46PVI STA = 1+46.57PVI ELEV = 193.54PVI STA = 1+53.68PVI ELEV = 194.17PVI STA = 2+02.33PVI ELEV = 195.47PVI STA = 2+07.33PVI ELEV = 195.731.50%4.47%2.16%-4.87%8.93%2.20%2.17%5.30%5.0' VCPVI STA = 1+75.00PVI ELEV = 194.64K = 2.20BVC = 1+72.50ELEV = 194.59EVC = 1+77.50ELEV = 194.75LOW PT STA: 1+72.50LOW PT ELEV: 194.5910.0' VCPVI STA = 1+85.00PVI ELEV = 195.09K = 4.35BVC = 1+80.00ELEV = 194.86EVC = 1+90.00ELEV = 195.20HIGH PT STA: 1+90.00HIGH PT ELEV: 195.20PVI STA = 1+00.00PVI ELEV = 192.56PVI STA = 1+41.56PVI ELEV = 193.46PVI STA = 1+46.57PVI ELEV = 193.54PVI STA = 1+53.68PVI ELEV = 193.67PVI STA = 2+07.33PVI ELEV = 195.07EXISTING GRADEFLOWLINETOP OF CURBNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.39SKYBLMSKYPage 490 of 753
SDSDSDSDSDSD^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^5-5C-5.55-5C-5.56-6C-5.56-6C-5.531+0010+002+340+901+002+00N56°03'39"E 20.23'Δ=89°37'25" R=20.00' L=31.28'2°46'50" R=20.00' L=14.93'N55°53'50"E 12.25'N55°53'50"E 11.33'N34°13'37"W 49.41'Δ=36°52'12" R=20.00' L=12.87'Δ=36°52'12" R=10.00' L=6.44'Δ=90°07'27" R=20.00' L=31.46'±195.4 TC±194.9 FLMATCHEXISTING±196.7 TC±196.2 FLMATCHEXISTING193.46 TC193.46 FL193.54 TC193.54 FL95.13 TC94.63 FL194.86 TC194.36 FL194.48 TC193.98 FL194.12 TC194.12 FL194.19 TC194.19 FL194.82 TC194.32 FL195.19 TC194.69 FL194.91 TC194.41 FL195.02 TC194.52 FLMATCH EXIST() CL_Walnut±196.4 FS SAWCUT AP MATCH EXISTSTA=31+13.23 -8.06± (L) CL_Chorro6.1%1.5%1.0%1.5%1.0%194.07FS194.00FS194.02FS194.79FS1.8%3.6%2.6%0.1%4.0%3.0%2.9%3.2%1.0%5.0%4.8%2.7%7.5%7.5%0.3%8.6%3.3%3.2%194.71FS194.79FS194.71FS0.0%0.0%1.8%194.23FS195.36 TC194.86 FL194.18 TC193.68 FL3.5%6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.02 FT/FT MIN)6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.01 FT/FT MIN)12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE8" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)SEE 2' CURB CUTDETAIL, SHEET C-6.5193.60 TG189.1 INV5441622622254.6%1.7%1.7%8.8%2.7%1.7%3.9%6.1%193.95FSSTA 1+00.00 CR_Walnut(SE)N = 2300197.07E = 5766060.31STA=10+80.20 19.0± (R) CL_WalnutNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CHORROCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515WALNUT - SEE PREVIOUS SHEETWALNUT CURB RETURNSC-4.40SKYBLMSKYCHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEPage 491 of 753
190.0192.0194.0196.0198.0200.0190.0200.03.24%-2.01%-3.84%0.00%4.93%1.92%1.50%1.75%195.30+90195.1194.94194.9194.84194.8194.73194.8194.58194.7194.39194.5194.19194.31+25194.00194.1193.81194.1193.65194.1193.79194.0194.00194.11+50194.10194.3194.18194.5194.26194.5194.38194.6194.54194.81+75194.70194.8194.86194.9195.02195.1195.18195.3195.35195.52+00195.51195.6195.67195.8195.83195.9195.99196.0196.12+25196.2196.32+34L = 123.75'PVI STA = 1+00.00PVI ELEV = 195.55PVI STA = 1+12.00PVI ELEV = 195.19PVI STA = 1+39.22PVI ELEV = 194.15PVI STA = 1+42.22PVI ELEV = 194.15PVI STA = 1+49.00PVI ELEV = 194.48PVI STA = 1+56.11PVI ELEV = 194.12PVI STA = 1+61.12PVI ELEV = 194.19PVI STA = 1+68.23PVI ELEV = 194.82PVI STA = 2+23.75PVI ELEV = 196.60-2.97%-3.84%0.00%4.93%-5.11%1.50%8.78%3.21%-2.97%-3.84%0.00%4.93%-5.11%1.50%8.78%3.21%PVI STA = 1+00.00PVI ELEV = 194.94PVI STA = 1+12.00PVI ELEV = 194.69PVI STA = 1+39.22PVI ELEV = 193.65PVI STA = 1+42.22PVI ELEV = 193.65PVI STA = 1+49.00PVI ELEV = 193.98PVI STA = 1+56.11PVI ELEV = 194.12PVI STA = 1+61.12PVI ELEV = 194.19PVI STA = 1+68.23PVI ELEV = 194.32PVI STA = 2+23.75PVI ELEV = 196.12EXISTING GRADEFLOWLINETOP OF CURBNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.41SKYBLMSKYPage 492 of 753
ELEVATION196.5198.0200.0196.5200.01.54%1.54%0.68%1.54%1.54%197.20+90197.2197.18197.2197.26197.2197.34197.2197.41197.5197.49197.3197.57197.41+25197.64197.7197.72197.9197.77198.1197.81198.0197.84198.01+50197.87197.9197.91197.9198.01+751+78L = 62.43'PVI STA = 1+00.00PVI ELEV = 197.68PVI STA = 1+17.66PVI ELEV = 197.95PVI STA = 1+24.77PVI ELEV = 197.56PVI STA = 1+29.78PVI ELEV = 197.64PVI STA = 1+36.89PVI ELEV = 198.22PVI STA = 1+62.43PVI ELEV = 198.381.52%-5.44%1.54%8.15%0.64%1.52%-5.44%1.54%8.15%0.64%PVI STA = 1+00.00PVI ELEV = 197.18PVI STA = 1+29.78PVI ELEV = 197.64PVI STA = 1+36.89PVI ELEV = 197.75PVI STA = 1+62.43PVI ELEV = 197.92PVI STA = 1+17.66PVI ELEV = 197.45PVI STA = 1+24.77PVI ELEV = 197.56EXISTING GRADEFLOWLINETOP OF CURB>>>>>>>>>>>>>>>>
>
>>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^10+00INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.960+901+001+781+00N34°23'42"W 5.00'Δ =90 °15 'Δ=39°56'42" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=89°28'47"R=20.00'L=31.23'N34°05'02"W 10.00'Δ=90°17'22"R=20.00'L=31.52'Δ=39°56'40" R=10.00' L=6.97'Δ=39°56'40" R=20.00' L=13.94'±197.3 TC±196.6 FLMATCHEXISTING±197.7 TC±197.2 FLMATCHEXISTING±198.4 TC±197.9 FLMATCHEXISTING±198.7 TC±198.2 FLMATCHEXISTING198.08 TC198.08 FL198.02 TC198.02 FL198.56 TC198.06 FL198.58 TC198.08 FL198.60 TC198.13 FL198.29 TC197.83 FL198.25 TC197.78 FL198.22 TC197.75 FL197.64 TC197.64 FL197.56 TC197.56 FL197.95 TC197.45 FL197.76 TC197.26 FL196.51 TC196 51 FL197.04 TC196.54 FL2.5%1.5%0.5%1.6%3.0%2.0%1.4%1.6%5.1%2.5%1.0%1.5%1.0%1.5%0.2%198.08FS198.38FS197.85FS±197.8 FSMATCHEXISTING198.16FS198.24FS198.29FS198.21FS0.6%1.0%197.84 TC197.34 FL1.7%1.5%1.0%2.5%8.0%7.5%1.2%1.0%7.5%7.5%7.5%198.68FS198.62FS198.67FS198.73FS1.0%198.54FS198.58FS197.31FS197.11FS1.4%0.8%7.2%2.0%3.5%1.2%197.43FL1.8%0.5%1.9%1.0%±198.4 FS SAWCUT AP MATCH EXISTSTA=10+58.08 -9.73± (L) CL_Peach±197.6 FS SAWCUT AP MATCH EXISTSTA=10+23.25 -9.67± (L) CL_Peach±197.5 FS SAWCUT AP MATCH EXISTSTA=33+48.23 -11.38± (L) CL_Chorro±197.2 FS SAWCUT AP MATCH EXISTSTA=33+53.27 8.14± (R) CL_Chorro±197.1 FS SAWCUT AP MATCH EXISTSTA=33+70.90 8.10± (R) CL_Chorro±197.8 FS SAWCUT AP MATCH EXISTSTA=10+23.22 10.16± (R) CL_Peach±198.6 FS SAWCUT AP MATCH EXISTSTA=10+57.89 10.08± (R) CL_Peach0.8%0.1%197.45FL197.19 TC196.58 FL2.0%2.0%0.7%0.3%0.8%±198.5 FSMATCHEXISTING2.5%7.9%0.6%0.7%0.8%198.36FS7.2%5.2%3.5%2.5%7.5%197.90FS197.60FS197.55FS197.75FS197.67FLSTA=33+48.25 18.8± (L) CL_ChorroSTA 1+00.00 CR_Peach(NE)N = 2299915.98E = 5766177.44STA 1+00.N = 22998E = 576624STA=10545
421662
224145NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEPEACH - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | PEACH (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORROPEACH CURB RETURNSC-4.42SKYBLMSKYPage 493 of 753
ELEVATION196.0198.0200.0196.0200.0-0.54%-0.54%1.24%1.24%1.24%198.20+90198.2198.2198.16198.2198.14198.3198.11198.4198.08198.4198.05198.31+25198.03198.2198.06198.0198.12197.9198.18198.3198.24198.21+50198.30198.3198.5198.7198.81+67L = 57.14'PVI STA = 1+00.00PVI ELEV = 198.66PVI STA = 1+24.75PVI ELEV = 198.56PVI STA = 1+31.86PVI ELEV = 198.02PVI STA = 1+36.87PVI ELEV = 198.08PVI STA = 1+43.98PVI ELEV = 198.67PVI STA = 1+57.14PVI ELEV = 199.00-0.41%-7.63%1.24%8.27%2.52%-0.41%-7.63%1.24%8.27%2.52%PVI STA = 1+00.00PVI ELEV = 198.19PVI STA = 1+24.75PVI ELEV = 198.06PVI STA = 1+31.86PVI ELEV = 198.02PVI STA = 1+36.87PVI ELEV = 198.08PVI STA = 1+43.98PVI ELEV = 198.17PVI STA = 1+57.14PVI ELEV = 198.33EXISTING GRADEFLOWLINETOP OF CURB>
>
>
>
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^34+0010+001+670+901+00N34°23'42"W 5.00'Δ=89°58'0
N33°53'42"W 4.99'Δ=39°56'42" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=89°28'47"R=20.00'L=31.23'Δ =9 0 °17 '2 2 "R=20.00'L=31.52'Δ=39°56'40" R=10.00' L=6.97'Δ=39°56'40" R=20.00' L=13.94'±198.2 TC±197.8 FLMATCHEXISTING±198.4 TC±197.9 FLMATCHEXISTING±198.7 TC±198.2 FLMATCHEXISTING±199.0 TC±198.3 FLMATCHEXISTING197.59 TC197.27 FL198.08 TC198.08 FL198.02 TC198.02 FL198.67 TC198.17 FL198.56 TC198.06 FL198.58 TC198.08 FL198.60 TC198.13 FL198.29 TC197.83 FL198.25 TC197.78 FL198.22 TC197.75 FL197.64 TC197.64 FL197.56 TC197.56 FL2.0%5.1%2.5%1.0%1.5%1.0%1.5%0.2%198.38FS198.16FS198.24FS198.29FS198.21FS0.6%1.0%1.7%1.5%1.0%2.5%8.0%7.5%3.4%1.2%1.0%7.5%7.5%7.5%198.68FS198.62FS198.67FS198.73FS1.0%198.96FS198.54FS198.58FS197.75FS1.9%5.9%1.2%197.43FL1.8%1.9%1.0%±198.4 FS SAWCUT AP MATCH EXISTSTA=10+58.08 -9.73± (L) CL_Peach±197.6 FS SAWCUT AP MATCH EXISTSTA=10+23.25 -9.67± (L) CL_Peach±197.8 FS SAWCUT AP MATCH EXISTSTA=34+13.04 10.18± (R) CL_Chorro±198.3 FS SAWCUT AP MATCH EXISTSTA=34+29.02 10.14± (R) CL_Chorro±198.4 FS SAWCUT AP MATCH EXISTSTA=34+28.95 -11.23± (L) CL_Chorro±197.8 FS SAWCUT AP MATCH EXISTSTA=10+23.22 10.16± (R) CL_Peach±198.6 FS SAWCUT AP MATCH EXISTSTA=10+57.89 10.08± (R) CL_Peach0.8%198.87 TC198.27 FL0.1%3.0%±198.8 FSMATCHEXISTING±199.2 FSMATCHEXISTING75%197.45FL197.96 TC197.63 FL4.7%2.5%2.6%0.7%
0.3%0.8%2.5%7.9%0.6%0.7%0.8%198.36FS7.2%5.2%3.5%2.5%7.5%2.9%197.90FS197.60FS197.55FS197.75FS197.67FLSTA 1+00.00 CR_Peach(SE)N = 2299886.06E = 5766245.13STA=10+57.91 20.1± (R) CL_PeachSTA 1+00.00 CR_PeacN = 22998E = 576655
626141454NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHORRO - SEE NEXT SHEETPEACH CURB RETURNSC-4.43SKYBLMSKYPage 494 of 753
ELEVATION196.0198.0196.0-1.73%-4.42%-1.73%-2.14%-2.14%198.40+90198.1197.85197.81+00197.62197.6197.40197.4197.24197.2197.15197.2197.06197.11+25196.96197.0196.85196.9196.74196.8196.63196.7196.53196.51+50196.42196.4196.31196.31+74L = 63.64'PVI STA = 1+00.00PVI ELEV = 198.17PVI STA = 1+13.01PVI ELEV = 197.59PVI STA = 1+20.13PVI ELEV = 197.15PVI STA = 1+25.13PVI ELEV = 197.06PVI STA = 1+32.25PVI ELEV = 197.41PVI STA = 1+63.64PVI ELEV = 196.90-4.42%-6.31%-1.73%4.99%-1.64%-4.42%-6.31%-1.73%4.99%-1.64%PVI STA = 1+00.00PVI ELEV = 197.85PVI STA = 1+25.13PVI ELEV = 197.06PVI STA = 1+13.01PVI ELEV = 197.27PVI STA = 1+20.13PVI ELEV = 197.15PVI STA = 1+32.25PVI ELEV = 196.91PVI STA = 1+63.64PVI ELEV = 196.24EXISTING GRADEFLOWLINETOP OF CURB>>>>^^^^^^^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^34+001+01+740+901+00N55°50'22"E 1.08'Δ=39°57'29" R=20.00' L=13.95'Δ=39°57'42" R=10.00' L=6.97'31.51'N34°23'42"W 5.00'Δ=89°58'09"R=20.00'L=31.41'Δ=39°56'15" R=10.00' L=6.97'Δ=39°56'47" R=20.00' L=13.94'31.23'±196.9 TC±196.3 FLMATCHEXISTING±198.2 TC±197.8 FLMATCHEXISTING0 TC3 FLHNG197.59 TC197.27 FL197.06 TC197.06 FL197.15 TC197.15 FL197.41 TC196.91 FL197.35 TC196.82 FL197.23 TC196.67 FL198.67 TC198.17 FL196.90 TC196.40 FL196.47 TC196.47 FL196.85 TC196.35 FL196.78 TC196.28 FL8.0%197.65FS197.67FS197.97FS±198.3 FSMATCHEXISTING197.71FS197.80FS197.75FS197.66FS197.09FS197 121.5%17.5%2.0%5.7%3.3%0.5%1.9%4.0%1.8%1.0%1.0%1.8%7.5%1.9%2.9%5.9%±197.0 FS SAWCUT AP MATCH EXISTSTA=9+75.95 -4.18± (L) CL_Peach±196.5 FS SAWCUT AP MATCH EXISTSTA=9+42.97 -4.29± (L) CL_Peach±196.6 FS SAWCUT AP MATCH EXISTSTA=9+43.48 10.04± (R) CL_Peach±197.2 FS SAWCUT AP MATCH EXISTSTA=9+77.78 10.01± (R) CL_Peach±197.8 FS SAWCUT AP MATCH EXISTSTA=34+13.04 10.18± (R) CL_Chorro±198.3 FS SAWCUT AP MATCH EXISTSTA=34+29.02 10.14± (R) CL_Chorro±198.4 FS SAWCUT AP MATCH EXISTSTA=34+28.95 -11.23± (L) CL_Chorro198.87 TC198.27 FL7.5%197.96 TC197.63 FL4.7%4.2%%1.2%1.1%1.2%4.5%1.5%1.8%2.3%±197.1 FSMATCHEXISTING2.9%±198.2 FSMATCHEXISTING2.2%2.9%STA=34+29.04 17.1± (R) CL_ChorroSTA 1+00.00 CR_Peach(SW)N = 2299828.96E = 5766193.19STA 1+00.00 CR_Peach(NW)N = 2299854.25E = 5766127.75STA54
3
421662NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEPEACH - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORR
O - SEE PREVI
OUS SHEETPEACH CURB RETURNSC-4.44SKYBLMSKYPage 495 of 753
ELEVATION195.0196.0198.0195.01.06%0.51%1.06%0.65%0.51%196.00+90196.1196.12196.11+00196.17196.2196.22196.3196.28196.4196.33196.5196.38196.61+25196.44196.6196.48196.6196.51196.5196.54196.6196.56196.71+50196.59196.6196.6196.6196.61+69L = 58.51'PVI STA = 1+00.00PVI ELEV = 196.62PVI STA = 1+26.41PVI ELEV = 196.90PVI STA = 1+33.52PVI ELEV = 196.47PVI STA = 1+38.53PVI ELEV = 196.51PVI STA = 1+45.64PVI ELEV = 197.04PVI STA = 1+58.51PVI ELEV = 197.291.06%-5.97%0.65%7.54%1.93%1.06%-5.97%0.65%7.54%1.93%PVI STA = 1+00.00PVI ELEV = 196.12PVI STA = 1+26.41PVI ELEV = 196.40PVI STA = 1+58.51PVI ELEV = 196.61PVI STA = 1+33.52PVI ELEV = 196.47PVI STA = 1+38.53PVI ELEV = 196.51PVI STA = 1+45.64PVI ELEV = 196.54EXISTING GRADEFLOWLINETOP OF CURB>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
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^^^^1+690+901+00N55°50'22"E 1.08'N34°23'42"W 5.00'Δ=39°57'29" R=20.00' L=13.95'Δ=39°57'42" R=10.00' L=6.97'Δ=90°15'34"R=20.00'L=31.51'Δ
Δ=39°56'15" R=10.00' L=6.97'Δ=39°56'47" R=20.00' L=13.94'N34°05'02"W 10 0±196.6 TC±196.1 FLMATCHEXISTING±196.9 TC±196.3 FLMATCHEXISTING±197.3 TC±196.6 FLMATCHEXISTING±197.7 TC±197.2 FLMATCHEXISTING197.06 TC197.06 FL197.41 TC196.91 FL197.35 TC196.82 FL197.23 TC196.67 FL197.76 TC197.26 FL196.90 TC196.40 FL196.51 TC196.51 FL196.47 TC196.47 FL197.04 TC196.54 FL196.85 TC196.35 FL196.78 TC196.28 FL1.4%197.84 TC197.34 FL197.65FS197.71FS197.66FS±196.8 FSMATCHEXISTING197.09FS197.09FS197.31FS±197.5 FSMATCHEXISTING197.07FS197.12FS197.11FS197.16FS1.4%0.0%1.5%2.6%0.8%1.0%0.8%1.0%7.5%2.0%0.8%7.2%5.7%2.0%3.5%3.3%%2.9%±197.5 FS SAWCUT AP MATCH EXISTSTA=33+48.23 -11.38± (L) CL_Chorro±197.2 FS SAWCUT AP MATCH EXISTSTA=33+53.27 8.14± (R) CL_Chorro±197.1 FS SAWCUT AP MATCH EXISTSTA=33+70.90 8.10± (R) CL_Chorro±197.0 FS SAWCUT AP MATCH EXISTSTA=9+75.95 -4.18± (L) CL_Peach±196.5 FS SAWCUT AP MATCH EXISTSTA=9+42.97 -4.29± (L) CL_Peach±196.6 FS SAWCUT AP MATCH EXISTSTA=9+43.48 10.04± (R) CL_Peach±197.2 FS SAWCUT AP MATCH EXISTSTA=9+77 78 10 01± (R) CL Peach7.5%197.19 TC196.58 FL2.0%2.0%1.2%
1.1%1.2%4.5%1.5%1.8%2.3%FSCHNG2.9%STA 1+00.00 CR_PeaN = 229E = 576STA 1+00.00 CR_Peach(NW)N = 2299854.25E = 5766127.75STA=9+43.02 19.8± (L) CL_Peach5
4
44324211666224NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHORROPEACH CURB RETURNSC-4.45SKYBLMSKYPage 496 of 753
ELEVATION215.5216.0218.0220.0215.5220.01.50%11.16%-1.04%-3.32%9.67%215.70+90216.2216.61+00217.12217.1217.61217.6218.16218.1218.34218.4218.29218.31+25218.1217.9217.7217.5217.31+49L = 24.03'PVI STA = 1+05.00PVI ELEV = 217.12PVI STA = 1+10.31PVI ELEV = 217.64PVI STA = 1+16.06PVI ELEV = 218.28PVI STA = 1+20.27PVI ELEV = 218.34PVI STA = 1+26.03PVI ELEV = 218.28PVI STA = 1+29.03PVI ELEV = 218.18PVI STA = 1+05.00PVI ELEV = 217.74PVI STA = 1+10.31PVI ELEV = 218.20PVI STA = 1+16.06PVI ELEV = 218.28PVI STA = 1+20.27PVI ELEV = 218.34PVI STA = 1+26.03PVI ELEV = 218.78PVI STA = 1+29.03PVI ELEV = 218.681.50%1.31%7.64%-3.32%8.73%EXISTING GRADEFLOWLINETOP OF CURBSDSSSSSSSSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^
^^^^^^37+0010+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.731+490+901+00Δ=90°06'54"R=10.00'L=15.73'±217.7 TC±217.1 FLMATCHEXISTING±218.7 TC±218.2 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.14 TC217.64 FL218.78 TC218.28 FL1+00Δ=90°00'38"R=10.00'L=15.71'Δ =9 0 °0 5 '3 5 "R =10.00'L=15.72'±219.28 TC±218.62 FLMATCHEXISTING218.99 TC218.99 FL218.01TC/FS218.19FS218.25FS3.0%0.8%1.5%1.4%9.2%0.0%1.6%0.0%1.5%0.5%5.0%1.5%1.1%.33FS±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_Chorro±217.6 FS SAWCUT AP MATCH EXISTSTA=37+63.23 39.74± (R) CL_Chorro±218.8 FS SAWCUT AP MATCH EXISTSTA=37+29.20 15.31± (R) CL_Chorro±218.6 FS SAWCUT AP MATCH EXISTSTA=37+34.20 20.30± (R) CL_Chorro±217.3 FS SAWCUT AP MATCH EXISTSTA=37+34.21 33.63± (R) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_Chorro±219.1 FS SAWCUT AP MATCH EXISTSTA=37+08.17 0.00± (L) CL_Chorro220.11 TC220.11 FL3.6%1.5%7.7%7.7%11.6%220220219.46 TC218.96 FL220.07 TC220.07 FL220.32LIP220.36LIP8'16.1'5.9'STASTA 1+05.00 CR_Mill(NW)N = 2299569.93E = 5766349.647.4%2.5%218.75 TC218.25 FS8.4%3.3%±218.4 FS SAWCUT AP MATCH EXISTSTA=37+18.17 15.34± (R) CL_Chorro7.5%1.5%5.9%5.3%STA=9+66.39 20.1± (L) CL_Mill5.0%8.1%15'7'7.5'9.
2
'244
553664
24222
1
22124
42NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILLMILL CURB RETURNSC-4.46SKYBLMSKYPage 497 of 753
ELEVATION216.0218.0220.0216.0220.0-5.87%-1.80%-4.14%-720.00%-5.78%220.10+90220.1219.98220.11+00219.69220.0219.39219.9219.18220.2219.09220.2219.00219.41+25218.05218.6217.76218.1217.47217.5217.0216.61+49L = 42.8'PVI STA = 0+98.00PVI ELEV = 220.39PVI STA = 1+13.00PVI ELEV = 219.22PVI STA = 1+25.79PVI ELEV = 218.99PVI STA = 1+40.80PVI ELEV = 218.02-7.80%-1.80%-6.44%PVI STA = 0+98.00PVI ELEV = 220.10PVI STA = 1+13.00PVI ELEV = 219.22PVI STA = 1+25.79PVI ELEV = 218.99PVI STA = 1+26.71PVI ELEV = 218.95PVI STA = 1+26.81PVI ELEV = 218.23PVI STA = 1+40.80PVI ELEV = 217.42EXISTING GRADEFLOWLINETOP OF CURBSD SDSDSSSSSSSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^38+0010+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73Δ=90°06'54"R=10.00'L=15.73'±217.7 TC±217.1 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.14 TC217.64 FL0+901+001+49Δ=89°56'05" R=10.00' L=15.70'Δ=90°05'35"R=10.00'L=15.72'220.7±LIP MATCHEXISTING221 3±219.22 TC219.22 FL218.99 TC218.99 FL±220.4 TC±220.1 FLMATCHEXISTING±218.0 TC±217.4 FLMATCHEXISTING218.1FS218.FS3.0%0.8%1.5%1.4%9.2%0.0%1.6%0.0%10.8%5.0%1.5%1.1%8.0%6.3%±218.6 FSMATCHEXISTING219.33FS219.36FS±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_Chorro±217.6 FS SAWCUT AP MATCH EXISTSTA=37+63.23 39.74± (R) CL_Chorro±218.6 FS SAWCUT AP MATCH EXISTSTA=37+34.20 20.30± (R) CL_Chorro±217.3 FS SAWCUT AP MATCH EXISTSTA=37+34.21 33.63± (R) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_ChorroSTA 1+05N = 22995E = 57663STA=37+94.95 16.7± (R) CL_ChorroSTA 0+98.00 CR_Mill(SW)N = 2299526.78E = 5766399.597.4%2.5%8.4%STA=9220.56TC/FS2.4%5.0%8.1%15'15'7'7.5'2
555
3
246142266130"X24"22
1
2
22221.59 TC221.59 FL221.67 TC221.67 FL1.5%1.5%1.6%1.6%4.5%7.0%7.6%2.4%6.6%1.2%7.7%0.0%221.66FS221.75FS.7 FSATCHTING221.91FS0.6%22.9%±220.2 FLMATCHEXISTING±221.2 FLMATCH0.5%3.3%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | MILL (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMILL - SEE NEXT SHEETMILL CURB RETURNSC-4.47SKYBLMSKYPROTECT AND PRESERVEEXISTING UNDERDRAINPage 498 of 753
ELEVATION220.0222.0224.0220.0-26.75%22.84%-4.37%-1.50%-6.23%223.20+90222.9222.5222.1221.5221.52221.2221.77221.5221.63220.81+25221.43220.6220.77220.3220.3221.0221.01+50221.0221.01+58L = 23.44'PVI STA = 1+13.53PVI ELEV = 221.18PVI STA = 1+16.73PVI ELEV = 221.91PVI STA = 1+22.32PVI ELEV = 221.67PVI STA = 1+27.37PVI ELEV = 221.59PVI STA = 1+33.31PVI ELEV = 221.22PVI STA = 1+36.97PVI ELEV = 220.24EXISTING GRADEFLOWLINES
D
SDS
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^
^^^
^
^^^
^^^^^^^^38+0010+001+000+901+001+580.00'L=15.71'Δ=89°56'05" R=10.00' L=15.70'Δ=90°05'35"R=10 .0 0 'L =1 5 .7
2.14 TC.51 FLCHTING220.7±LIP MATCHEXISTING221.3±LIP MATCHEXISTING219.22 TC219.22 FL±220.4 TC±220.1 FLMATCHEXISTING0.5%1.5%1.1%8.0%6.3%219.33FS219.36FS±221.8 FS SAWCUT AP MATCH EXISTSTA=37+63.29 -33.14± (L) CL_Chorro±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_ChorroSAWCUT AP MATCH EXIST.22 -41.04± (L) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_Chorro220.11 TC220.11 FL12.4%220.36LIPSTA=3STA 0+98N = 2299E = 57662.4%15'7'7.5'9.2'55
432224661
2
6622130"X24"22
42221.59 TC221.59 FL221.67 TC221.67 FL1.5%1.5%1.6%1.6%4.5%7.0%7.6%2.4%6.6%1.2%7.7%0.0%221.66FS221.75FS±221.7 FSMATCHEXISTING221.95FS221.91FS20.6%22.9%±220.2 FLMATCHEXISTING±221.2 FLMATCHEXISTING0.5%±222.0 FSMATCHEXISTING±222.3 FSMATCHEXISTING3.3%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILL - SEE PREVIOUS SHEETMILL CURB RETURNSC-4.48SKYBLMSKYPage 499 of 753
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910S
D
SDSDSDSSSSSSSSSSSSSS^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^37+0010+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN 2299572 28Δ=90°06'54"R=10.00'L=15.73'±218.7 TC±218.2 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.78 TC218.28 FL0+901+001+51Δ=90°00'38"R=10.00'L=15.71'Δ=89°56'05" R=10.00' L=15.70'±219.28 TC±218.62 FLMATCHEXISTING±222.14 TC±221.51 FLMATCHEXISTING221.3±LIP MATCHEXISTING218.19FS218.25FS30.8%1.5%1.4%9.2%0.0%1.6%0.0%1.5%0.5%±221.8 FS SAWCUT AP MATCH EXSTA=37+63.29 -33.14± (L) CL_Cho±218.8 FS SAWCUT AP MATCH EXISTSTA=37+29.20 15.31± (R) CL_Chorro±218.6 FS SAWCUT AP MATCH EXISTSTA 37 34 20 20 30 (R) CL Ch±222.5 FS SAWCUT AP MATCH EXISTSTA=37+51.22 -41.04± (L) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_Chorro±219.1 FS SAWCUT AP MATCH EXISTSTA=37+08.17 0.00± (L) CL_Chorro222.02 FSMATCH EXISTING220.11 TC220.11 FL219.48 FSMATCH EXISTING3.7%1.0%3.6%1.5%7.7%7.7%11.6%12.4%220.66 TC220.16 FS219.46 TC218.96 FL219.53TC/FS1.3%220.07 TC220.07 FL220.32LIP220.36LIP8'16.1'5.9'STA=37+08.12 18.9± (L) CL_ChorroSTA 1+00.00 CR_Mill(NE)N = 2299618.58E = 5766380.082.5%8.4%3.3%±218.4 FS SAWCUT AP MATCH EXISTSTA=37+18.17 15.34± (R) CL_Chorro9.2'2445
5642322
2
6
62
2211
242
221.59 TC221.67 TC221.67 FL1.5%15%1.6%1.6%4.5%7.6%2.4%6.6%1.2%0.0%221.75FS221.91FS20.6%±221.2 FLMATCHEXISTING0.5%±222.3 FMATCHEXISTING3.3%ELEVATION217.0218.0220.0222.0217.0220.00.39%13.87%6.85%7.56%10.24%218.10+90218.4218.62218.6218.96218.9219.65219.1220.08219.4220.10219.7220.15220.21+25220.52220.4220.91220.9221.42221.4221.8222.21+50222.31+51L = 40.88'PVI STA = 1+00.00PVI ELEV = 219.28PVI STA = 1+24.59PVI ELEV = 220.11PVI STA = 1+13.00PVI ELEV = 220.07PVI STA = 1+05.00PVI ELEV = 219.46PVI STA = 1+40.88PVI ELEV = 222.140.39%7.62%3.60%12.43%PVI STA = 1+00.00PVI ELEV = 218.62PVI STA = 1+05.00PVI ELEV = 218.96PVI STA = 1+13.00PVI ELEV = 220.07PVI STA = 1+24.59PVI ELEV = 220.11PVI STA = 1+34.71PVI ELEV = 220.88PVI STA = 1+40.88PVI ELEV = 221.51EXISTING GRADEFLOWLINETOP OF CURBCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMILLMILL CURB RETURNSC-4.49SKYBLMSKYRAMP EXCEPTIONPage 500 of 753
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036NOTE: MARKINGS SHALL BE MELT-DOWNTHERMOPLASTIC SHEETS (ENNIS FLINT ORCITY-APPROVED EQUIVALENT PRODUCT).WHITE ARROW WITH 1.5"BLACK BORDER2.5" YELLOW CIRCLE, BLACKBACKGROUND WITH WHITE PEDSYMBOL2.5" GREENCIRCLE, BLACKBACKGROUNDWITH WHITE BIKESYMBOL16"40"18"7"22"30"30"6"DETAILSBIKE BUFFERFNOT TO SCALETRAVEL6" WHITE Typ.WIDTHPER PLANCLEDGE OF PAVEMENT5'DIRECTION OF TRAVELWHITE SHARROWGREEN BIKE LANE COATINGPER SPECIAL PROVISIONS9'3'3'3"GREENBACK SHARROWCNOT TO SCALEBIKE BUFFER AT DRIVEWAYHNOT TO SCALE45°, 10 O.C. (U.O.N.)DIRECTION OF TRAVELDRIVEWAY6" WHITEWHITE TYPE IV LEFT TURN ARROWPER CALTRANS STD. AT HALF SIZE(7.5 SF)WHITE BIKE LANE SYMBOL WITHOUTPERSON PER CALTRANS STD. (7 SF)GREEN BIKE LANE COATING PERPROJECT SPECIAL PROVISIONS(105 SF) U.O.N.8' U.O.N.10' U.O.N.LEFT-TURN BIKE BOX DNOT TO SCALEBIKE/PED DIRECTIONAL SYMBOLSNOT TO SCALEE4"10"AREA = 45.5 SQFTWHITE MARKINGSGREEN WAY SYMBOLBNOT TO SCALENOTE: (1) GREEN WAY STENCIL FURNISHED BY CITY8"8"ZICLA ZEBRA GNOT TO SCALEC-5.14.25'WIDTH PER PLANZICLA ZEBRA CYCLE TRACK LANE SEPARATORSSIZE: ZEBRA9, COLOR: WHITEBIKE BUFFERPER DETAIL F6" CONCRETE(CLASS 3)INSTALLATION NOTES:RECTANGULAR CAST IRONPIPE (ALHAMBRA A-470, SOUTHBAY FOUNDRY A9000 ORAPPROVED EQUAL) TO BEINSTALLED 10' MINIMUM FROMNOSE END OF CURBED MEDIANAND AT 20' MINIMUM SPACINGTYPE A3 CURB PER CALTRANS2015 RSP A87A, DOWELLED INTO EXISTING PAVEMENTSURFACE.CLASS 3 CONCRETE WITHEXPANSION JOINTS ANDWEAKENED PLANE JOINTS PERCITY STD 4110.#4 REBAR AT 4'-0" OC, 12" MIN.LENGTH, DRIVEN IN PLACE#4 LONGITUDINAL BARMEDIAN WORK SHALLCONFORM TO TO THEPROVISIONS IN SECTION 73, OFTHE STANDARDSPECIFICATIONS.12345PER PLAN
3'4AA36"6''3PAVEMENTLAYOUTSECTION A-A#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARCONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALEDIRECTIONOF TRAVELJSLOPE TOWARDSGUTTER (1%-2%)R1.25'223GREENWAY SIGNNOT TO SCALEA24"x36" SIGN VARIES PER STREET,BACKGROUND:GREEN, LEGEND:WHITECITY WILL PROVIDE GRAPHIC FILESBACKGROUND:GREENLEGEND & BORDER:WHITERIGHT ARROW PLAQUELEFT ARROW PLAQUEDOUBLE ARROW PLAQUE24'6"24"36"6" CONCRETE(CLASS 3)415"3PAVEMENT#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARSLOPE TOWARDSGUTTER (1%-2%)223PER PLAN
1.25'GUTTER LIPPERPLANSIDEWALKBBLAYOUTDIRECTIONOF TRAVELCURB FACER0.6256"SECTION B-B12"3' WIDE CONCRETE MEDIAN1.25' WIDE CONCRETE MEDIANGUTTER LIPPERPLANSIDEWALKCURB FACE116BIKE BUFFERPER DETAIL FCONCRETEMEDIAN PERDETAIL J10'WIDTH VARIESPER PLAN10'BIKE LANE WIDTHVARIES PER PLAN2'6'PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAPPEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAP6" WHITE Typ.GREEN AREA = 20 SQFTWHITE MARKINGS = 5.92 SQFT8" GRIDGREENBACK CHEVRONKNOT TO SCALEPage 501 of 753
BIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS3:1 MAXPROPOSED GUTTER,FG PER PLANREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGHDEEPENED CURB6"6"2'2' MIN3" MULCH12" CURB WITHDEEPENED FOOTINGFG PER PLANPROPOSED VERTICALCONCRETE CHECK DAM6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS3:1 MAXPROPOSED GUTTER,FG PER PLANREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGH DEEPENEDCURB IF NECESSARY6"6"2'2' MIN3" MULCHREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311PROPOSED GUTTER,FG PER PLAN3:1 MAXPROPOSED VERTICALCONCRETE CHECK DAM6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONSFG PER PLANREFER TO STRUCTURALDETAIL 22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGH DEEPENEDCURB IF NECESSARY6"6"2'2'3" MULCHREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311FG PER PLAN6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGSDSDSDSDSDSDSDSD
SDSD^^^^^^^^^^^^^^^^^^^^^^^^12+001-1C-5.21C-5.22-2
C-5.2
12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)234.1 TG231.5 INV8" HDPE SD @0.5% MINSIDEWALK UNDERDRAINPER CITY STD 3420INSTALL 3"-6" ROUNDEDDECORATIVE COBBLEENERGY DISSAPATOR,MINIMUM DEPTH = 12"SEE SHEET C-3.4 FOR BIKEPATH, PROFILE, AND SECTION2' CURBCUTEXISTING SDMHRIM = 234.91INV = 231.3CONNECT TO EXISTING234.94 FS234.90 FS235.00BSW235.01BSW235.12BSW235.04BSW235.10 BSWMATCH EXIST235.03 TC234.53 FL234.50 TC/FL234.35 TC/FL234.83 TC234.33 FL235.04 FS233.6 FG234.3 ROCK234.86 FS234.96BSW234.82 TC234.14 FL234.84 TC234.12 FL233.6 FG234.89 TC234.04 FLMATCH EXIST235.10 TC234.60 FLMATCH EXIST234.86 SAWCUT APMATCH EXIST234.65 SAWCUT APMATCH EXISTSTA=11+89.44 19.0± (L)CL_RamonaSTA=11+89.44 9.7± (L)CL_RamonaSTA=11+89.44 25.0± (L)CL_RamonaSTA=12+42.00 9.7± (L)CL_RamonaSTA=12+42.01 18.9± (L)CL_RamonaSTA=12+42.13 25.3± (L)CL_RamonaSD233.9FG6" PERFORATED SDR35PVC SD @0.5% MIN234.86 TC234.36 FL234.92 TC234.42 FLSEE CONCRETE ENERGYDISSIPATION STRUCTUREDETAIL, THIS SHEET234.92BSWPROPOSED 2' CURB CUTPROPOSED 18" CURB ANDGUTTER PER CITY STD 4030INSTALL RIVER ROCK ENERGYDISSAPATOR WITH 4"-8" STONEMINIMUM DEPTH = 12"PROPOSED WATER QUALITYTREATMENT FACILITYTRANSITION FROM6" TO 0" CURBPROPOSED 18" CURB ANDGUTTER PER CITY STD 40302'6"PROPOSED 12" CURBCONCRETE LINED BOTTOM6" WIDE CONCRETE WEIR, ORSTAINLESS STEEL WEIR PLATE,OR APPROVED EQUAL4.17'1'6"(7) #4 BARS(1) #4 BARPROPOSED 12" CURBPROPOSED 6" WIDECONCRETE WEIR, ORSTAINLESS STEEL WEIRPLATE, OR APPROVEDEQUAL. SEE SECTION VIEW100.00 FG99.75 FG99.50 FGFLOWROCK LINED SWALEPROPOSED SIDEWALKUNDERDRAIN3"-6" ROUNDED DECORATIVECOBBLE, 6" DEEPPROPOSED RETAININGWALLCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 20221417-05-CU211000036DETAILSC-5.2WALNUT STORMWATER TREATMENT SECTION5-5NOT TO SCALEWALNUT STORMWATER TREATMENT SECTION6-6NOT TO SCALEMISSION STORMWATER TREATMENT SECTION3-3NOT TO SCALEMISSION STORMWATER TREATMENT SECTION4-4NOT TO SCALERAMONA STORMWATER TREATMENT SECTION1-1NOT TO SCALERAMONA STORMWATER TREATMENT SECTION2-2NOT TO SCALERAMONA BIKE PATH DRIVEWAY GRADING AND STORMWATER TREATMENT DETAILSCALE: 1" = 5'2' CURB CUT DETAILNOT TO SCALEWEIR SECTIONNOT TO SCALECONCRETE ENERGY DISSIPATION STRUCTURENOT TO SCALE1Page 502 of 753
C1CKT-5C2C3C4PWRCKT-7TIME CLOCKDMX512 CONTROLLER120VAC IN24VDC POWER SUPPLYCOMM+24VDCCOMM+24VDCSPARESPARESPAREDMX-OUTCKT-3DMX512 SPLITTERCOMM+24VDCDMX-INDMX-OUT1DMX-OUT2METER PEDESTALFOR FUTUREFENCE LIGHTPULL BOXPULL BOXPOLELIGHTPOLELIGHTPULL BOXFUTURE LEDDRIVER FORFENCE LIGHTSPULL BOXPOLELIGHTPOLELIGHTPULL BOXPULL BOXPOLELIGHTPOLELIGHTPULL BOX PULL BOX PULL BOX PULL BOX PULL BOXDDFUTURE LEDDRIVER FORFENCE LIGHTSDDFUTURE LEDDRIVER FORFENCE LIGHTSDFUTURE LEDDRIVER FORFENCE LIGHTSDDFUTURE LEDDRIVER FORFENCE LIGHTSDDFUTURE LEDDRIVER FORFENCE LIGHTSD12354678971010101081010101087777777779TYPOTTO ELECTRICAL, INC.SAN LUIS OBISPO, CAGOTTO@OTTOELECTRICAL.COM805.459.4329CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 2022ELECTRICAL NOTES, LEGEND, AND SINGLE LINE DIAGRAME-0.1GENERAL NOTES1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITHCODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTIONAND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OFTHE FOLLOWING PUBLICATIONS:A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE,2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTSAS APPLICABLE.2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFEAND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT ISENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES ASWELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS,TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OFNEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS ANDOTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATEDPLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLYLABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITSTERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL ANDSPLICE BOXES).4. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISENOTED.5. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVETERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALLFEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPETHWN/THHN.6. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELDVERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS,FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITHOTHER EQUIPMENT.(R)UCUGUON(TBR)TYPNICNLPPOLEMSBMTTB(N) NEWABBREVIATIONSAMPEREAMP FUSE RATINGABOVE FINISH FLOORABOVE FINISH GRADEAMPERES INTERRUPT CAPACITYAMP SWITCH RATINGBELOW FINISH GRADECIRCUIT BREAKERCIRCUITCONDUITEXISTINGELECTRICAL CONTRACTOREXHAUST FANCA. ELECTRICAL CODE(E) IN (N) LOCATION(E) TO BE (R)FIRE ALARMFIRE ALARM CONTROL PANELGROUNDING CONDUCTORGENERAL CONTRACTORGROUNDGALVANIZED RIGID STEELMECHANICAL CONTRACTORISOLATED GROUNDGANGED WITH SWITCHMAIN CIRCUIT BREAKERLIGHTINGMAIN LUGS ONLYFUTUREGROUND FAULT CKT INTERRUPTER(E) POWER HOMERUNPOWER/COMM.SINGLE RECEPT.DUPLEX RECEPT.DUPLEX- HALF SWITCHEDDOUBLE DUPLEXSPECIAL CONFIGURATIONDUPLEX- FLOOR OUTLETLETTER ADJACENT INDICATESFIXTURE TYPEARECESSED FLUOR.SURFACE FLUOR.FLUOR. STRIP UONTRACK LIGHTDIRECTIONAL FLOODEXIT LIGHT- WALLEMERGENCY FIXTUREPOLE LIGHTPOLE LIGHT- DECORATIVETANDEM-WIRED LAMPS(ARROW INDICATES DIRECTION)EXIT LIGHT- CEILINGBOLLARDFA2DPSTOCCUPANCY SENSOR W/THERMAL OVERLOADDUAL LEVEL SWITCHINGSWITCHLEG DESIGNATIONPW/PILOT LIGHTKEY OPERATED,aOSK3-WAY4-WAYDIMMERTIMER SWITCHDT34MCMCBMLOIGGWSLTGGFIGNDGRSGFACPGCCONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAYSWITCHESSPSTCONDUIT SEALLOW VOLTAGELV(E)(EXN)(EXR)(F)ECEF-#CECCKTCASBFGCBNOTE: INTERPRET IN CONTEXTLIGHT FIXTURESCEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASHLEGENDPENDANT MOUNTNEW POWER HOMERUN(3 HOTS & NEUT SHOWN)EXISTING TO REMAINCONDUIT/WIREISOLATED GROUNDENEWAFFAFGAICAAFUNDERGROUNDPHONE/DATA COMBO OUTLETGROUND FAULT CIRCUIT INTERRUPTGFIMOUNTED ABOVE COUNTER*MOUNTED ABOVE COUNTER*CONDUIT ONLYC.O.PV PHOTOVOLTAICJJUNCTION BOXMAIN SWITCHBOARDNOT IN CONTRACTNIGHT LIGHTRELOCATE(D)TO BE REMOVEDTYPICALUNDERCABINETUNDERGROUNDVOLT AMPERESWATT, WIREWEATHERPROOF (NEMA 3R)UNLESS OTHERWISE NOTEDMAIN TELEPHONE TERMINAL BOARDFUSIBLE SWITCHØGROUNDPHASETELEPHONE OUTLETDATA OUTLETSAFETY DISCONNECTTELEVISION OUTLETMISCELLANEOUSCIRCUIT BREAKERTHERMOSTATTMOTORTVVOLTVWPVAWSINGLE LINE DIAGRAM NOTES'MP' METER PEDESTAL100A, 120/240, 1PH, 3W, NEMA 3RTC100A2PG#620A1PCHORRO UNDERPASS SINGLE LINE DIAGRAMREFERENCE NOTES1. 3" C.O. FOR PG&E SECONDARY. ROUTE EXISTINGWOOD POLE. CONFIRM WITH PG&E HANDOUTPACKAGE.2. METER PEDESTAL. 316 STAINLESS STREET.MYERS MEUG32-S OR EQUAL.3. 4 CIRCUIT ASTRONOMIC TIME CLOCK ANDLIGHTING CONTACTOR. INTERMATIC ET2845CP.4. FENCE BACK LIGHTING 24VDC POWER SUPPLYAND CONTROLLER WITH DMX COLOR CONTROL.FRESCO PART # FCS-7-DMX.5. #3-1/2 PULL BOX PER CITY STANDARDS.6. 2"C - 2#10 THWN & 1#10 GND7. 2"C.O. WITH PULL ROPE.8. 1"C - 1.5PR#16 TSP FOR BACKLIGHT DMX SIGNAL &1PR#16 FOR 24VDC POWER TO DPI BOX9. 1"C - SPARE (PULL ROPE ONLY)10. IRRIGATION CONTROLLER PER LANDSCAPEPLANS11. 2"C FOR IRRIGATION CONTROL CABLES.12. SEE WIRING BLOCK DIAGRAM FROM ADDITIONALCONDUIT DETAILS.X1INSTALL PERMANENT LABELS AT ALL NEWAND MODIFIED SWITCHBOARDS,DISTRIBUTION AND BRANCH PANELBOARDSAND DISCONNECT SWITCHES.MAXIMUM AVAILABLEFAULT CURRENTXX.XXXKAICDATE: M/D/YRACTUALCALCULATED FAULTCURRENTACTUAL DATE OFFAULT CURRENTCALCULATION1. PER NEC 110.24 AND 110.21 PROVIDE LABELS ONELECTRICAL SERVICE EQUIPMENT INDICATING MAXIMUMAVAILABLE FAULT CURRENT AND DATE OF FAULT CURRENTCALCULATION. REFER TO LABELING DETAILS, THIS SHEET.2. PER NEC 110.16 AND 110.21 PROVIDE LABELS ANDMARKINGS ON ELECTRICAL DISTRIBUTION EQUIPMENT (I.E.SWITCHBOARDS, PANELBOARDS) INDICATING POTENTIALARC FLASH HAZARDS. REFER TO LABELING DETAILS, THISSHEET.ARC FLASH LABEL NOTESN#6GFI RECEPT.220A1PPS/LC15A1P20A1PPOLELIGHTSFUTUREFENCELIGHTS345585676IC1110- ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISE NOTED.- EXPOSED CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BURIED CONDUIT MAY BE SCHEDULE 80 PVC AS ALLOWED BY CEC.- ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTEDAND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ONUSE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN.- ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).- PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE BEEN MADE FOR DESEGREGATION OF THE ELECTRICALCIRCUITS. THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.876715A1P9912CHORRO UNDERPASS LIGHTING CONTROL BLOCK DIAGRAMADREFERENCE NOTES1. 4 CIRCUIT ASTRONOMIC TIME CLOCK AND LIGHTING CONTACTOR. INTERMATIC ET2845CP.2. FENCE BACK LIGHTING 24VDC, 20W POWER SUPPLY.3. DMX512 CONTROLLER WITH COLOR CONTROL. FRESCO PART # FCS-7-DMX.4. CAT6 ETHERNET CABLE. 300VAC RATED INSULATION.5. DPI512 4-WAY SPLITTER. HYDREL PART # DPI4WHYD.6. #3-1/2 PULL BOX PER CITY STANDARDS. TYPICAL.7. 2"C - 2#10 THWN & 1#10 GND8. 2"C.O. WITH PULL ROPE.9. (2)1"C - FOR FUTURE BACKLIGHT DMX SIGNAL AND SPARE. PROVIDE PULL ROPE IN EACH.10. 2"C & (2)1"C SPARE CONDUITS WITH PULL ROPES.XPage 503 of 753
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STOPW1"C - 2#12 THWN & 1#12 GNDIRRIGATIONCONTROLLER PERLANDSCAPE PLANS(E) METER PEDESTAL. USE EXISTING20A/1P BREAKER LABELED"IRRIGATION" TO FEED NEWIRRIGATION CONTROLLER. USEEXISTING 20A/1P "SPARE" BREAKERTO FEED PATHWAY LIGHTS. RE-LABELAS "PATH LIGHTING".(E) PULL BOX AND 2"C CONDUIT.ROUTE NEW CIRCUITS THROUGHPULL BOX AND SPARE CONDUIT.NEW PATHWAY LIGHTS PER CITYSTANDARD 7905. TYPICAL OF 6.2"C - 2#10 THWN & 1#10 GND.2"C - SPARE (PULL ROPE ONLY).TYPICAL.A-SDSDSDSDSD SD SD SD SD SD SD SD
SDSDSDPPWMEBEBSTOPA-NEW PATHWAY LIGHTS PER CITYSTANDARD 7905.NEW PATHWAY LIGHTS PER CITYSTANDARD 7905.2"C - 2#10 THWN & 1#10 GND.2"C - SPARE (PULL ROPE ONLY).TYPICAL.24" MINTRACER WIREWARNINGTRACER TAPE2" CONDUIT POLELIGHTS2" SPARE CONDUIT2" MIN2" MIN11" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.OTTO ELECTRICAL, INC.SAN LUIS OBISPO, CAGOTTO@OTTOELECTRICAL.COM805.459.4329CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 2022ELECTRICAL PLANS - BIKE PATHE-1.1NORTHSCALE:BIKE PATH1"=20'-0"MATCHLINE - SEE SHEET RIGHTMATCHLINE - SEE SHEET LEFTNORTHSCALE:BIKE PATH1"=20'-0"LIGHTING CIRCUIT TRENCH DETAILNOT TO SCALEA-Page 504 of 753
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STOPMETER PEDESTAL. FOUNDATION ANDANCHOR PER CITY STANDARD 7510(2)2"C & (2)1"C PER SINGLE LINEDIAGRAM AND LIGHTING CONTROLDIAGRAM ON E-0.13"C.O. FOR PG&E SECONDARY. TRENCHALONG BUFFER AREA UNLESSADDITIONAL CLEARANCE IS REQUIREDTO AVOID EXISTING UTILITIES.STUB CONDUIT UP AT EXISTING PG&EPOLE WITH TRANSFORMER FOR NEWSERVICE RISER.#3-1/2 PULL BOX(TYP)#3-1/2 PULL BOX (TYP)NEW LIGHTS PER CITY STANDARD7905. PLACE CENTER OF NEW POLEFOUNDATION APPROXIMATELY 36"BEHIND NEW CURBTYPICAL OF 4.NEW LIGHTS PER CITY STANDARD 7905.SUBSTITUTE WITH 16FT POLE AND BOTTOMOF LUMINAIRE MOUNTED AT 14FT. PLACECENTER OF NEW POLE FOUNDATIONAPPROXIMATELY 36" BEHIND NEW CURB2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - FOR IRRIGATION CABLES PERLANDSCAPE PLANS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.B-A-C-~25'±~25'±~25'±~25'±1"C FOR FUTURE DMXSIGNAL CABLEBETWEEN FUTURE LEDDRIVERS. TYPICAL.ALL SPARE CONDUITSSHALL STUB OUT ATBACK OF NEW CURBAPPROXIMATELY 6"ABOVE GRADE. CAPCONDUITS.CONTRACTOR TO ROUTE CONDUITS EITHERIN FRONT OF EXISTING FREEWAY SUPPORTPILLARS AND NEW CURB OR BEHIND BASEDON FIELD CONDITIONS. TYPICAL.TRACER WIREWARNINGTRACER TAPE3" PG&E SECONDARYCONDUIT. REFER TO PG&EGREENBOOK FORADDITIONAL REQUIREMENTS2" MIN7" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.24" MIN24" MINTRACER WIREWARNINGTRACER TAPE1" CONDUITS FOR FUTUREFENCE LIGHTING2" CONDUIT FOR POLELIGHTS2" SPARE CONDUIT2" MIN2" MIN11" MIN2" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.24" MINTRACER WIREWARNINGTRACER TAPE1" CONDUITS FOR FUTUREFENCE LIGHTING2" CONDUIT FOR POLELIGHTS2" SPARE CONDUIT2" MIN2" MIN14' MIN2" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.2" IRRIGATION VALVECONTROL CONDUITOTTO ELECTRICAL, INC.SAN LUIS OBISPO, CAGOTTO@OTTOELECTRICAL.COM805.459.4329CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYAS NOTEDJUNE 2, 2022ELECTRICAL PLAN - CHORRO UNDERPASSE-1.2NORTHSCALE:CHORRO UNDERPASS1"=20'-0"SECONDARY TRENCH DETAILNOT TO SCALEB-LIGHTING CIRCUIT TRENCH DETAILNOT TO SCALEA-CHORRO CROSSING TRENCH DETAILNOT TO SCALEC-Page 505 of 753
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DETAIL REFERENCE BUBBLE WITH LEADERDRAG STRUT CONNECTIONMOMENT CONNECTIONWIDE FLANGE STEEL COLUMNNUMBER OF EVENLY SPACEDSTEEL HSS TUBE COLUMNWELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACEINDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYERNORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLEBEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACESTEEL IN CROSS SECTIONFULL HEIGHT STIFFENER CONNECTIONSTEPPED FOOTINGTOP/BOTTOM OF ELEVATIONSTOP OF STEEL ± ELEVATIONMEMBER SPLICESTEEL HSS OR PIPE COLUMN(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSIONANGLE BRACESHEAR STUDSSTEEL DETAILS-S-BOT OFEL = (-X'-X")BOTTOM STEPPED FOOTINGWOOD POSTXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULEINDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENTINDICATES TOP PLATE SPLICE NAILING PER SCHEDULEINDICATES PAD FOOTING TYPE PER SCHEDULE1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULEXF1SHEET INDEX, LEGEND &ABBREVIATIONINDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVEINDICATES PLYWOOD SIDE FOR SHEARWALLINDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALLKSIFOOTINGHEIGHTINCLUDEINFORMATIONINCLINFOJSTINSPINTJOINTJOISTKIPS IDI-JSTINIFHTINCHGRADE BEAMHORIZONTALGROUNDHIGH POINTH or HORIZHPGBGRNDFACE OF MASONARYFOOT; FEETFOMFJELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENTEXIST or (E)FDNEWELEVESEQUIPEQSTRUCTURAL STEEL SHAPESWT, ST, MTMC AMERICAN STD CHANNEL SHAPEMISC CHANNEL SHAPETHRUTHKT & GT & BTOCTOTBSTRUCTSTIFFSTLSWTHREADEDTEMPERATURE; TEMPORARYSTIFFENERSSTEELSTANDARDAMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELDDIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATIONEFELDWLEACHDIMDIAGCONTRACTORCONSTRUCTIONCUBIC FOOTPENNY (NAIL OR BAR DIA)CONNECTION; CONNECTCONCRETEDBLCU FTdDETAILCONSTRCONTRCJP CONTCONNCONCBEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNITCLRCOMPCMUCJCLBTWNBLOCKINGBNBMBLOCKBLDGASTMAITCSPECSSNSPCGSHTGSEPPSIPVMT#PSLSHEATHINGSHEETSECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOODORIGINALODPI LPCOPPNO or #OC MIN(N)MFRPONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULARADDLAPPROXIMATEARCHITECTURAL; ARCHITECTADJACENTARCHAPAAESSALUMALTADJANCHOR BOLTAMERICAN CONCRETE INSTITUTE ABLINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBERMACHINE BOLTMASONRYMATERIALLINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICALLFLT WTMASMAXMATLLVLLLVLLHAMERICAN PLYWOOD ASSOCIATION)KIPS PER SQUARE INCHFTGHORIZONTALLY SLOTTED HOLESHSHINSIDE DIAMETERINSIDE FACEI-JOISTINSPECTIONINTERIORJTKGALVANIZEDHANGERHEADERGLUED LAMINATED BEAMHGRHDRGRGLB GALVGAGRADEGAUGEFACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUDFTFRMGFOWFOSFNFOCFLGFLRFINFLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATIONEXTENGRENEMBEDTYPICALTYPPIPE-XPIPE-XXHSSCPIPE LWWWFWDWPW/OW/UNO VSH VERT UTDBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPEHOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPEANGLE SHAPEW SHAPEWELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITHVERTICAL SLOTTED HOLESULTRA-SONIC TESTUNLESS NOTED OTHERWISEVERTICALTOP or TTHRTOWTOSTOFTEMPSTIRRSYM SSSSLSTGRSTDSQ TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OFTIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLESSTAINLESS STEELSTAGGERSQUAREAWPAAMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONDOUGLAS FIR/LARCHDFDIMENSIONDIAGONALELECTRICALEXPANSION JOINTDWGELECEJEADIAPHDN DOWNCENTERDEPARTMENTDOUBLECOUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUSCTRDEPTDETCTSKBETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACECOLCIPBRGCAM OR CCANT CGCCBUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETYBLKBOT OR BBRCBLKGBRACEBEAMAWSSOG SIMSCHEDRFØSHTSECTREINFREFREQDPREFABPLYPTPWPSFPJPPROPSPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILARROUND; DIAMETERROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTYMECHANICALNEWNORTHON CENTERNOT TO SCALENUMBEROPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HANDMINIMUM; MINUTEOUTSIDE DIAMETERMISCELLANEOUSMANUFACTURERPARA OR //PLF PLPLCSP OR PL.PERPOPNGOSBORIGOHOFNTSMECHMISCNPLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLELARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THEANCHAPPROXAPPVDANSIAISCACILIGHTWEIGHTMAXIMUMLONG LEG HORIZONTALMBLPLSHLINLB(S) OR #DIA OR ØLAMINATED STRAND LUMBERLSLABOVE AND BELOWA & BRR ROOF RAFTERPOST ABOVEPAFLOOR TIE ABOVEFTAKING POSTKPWO WHERE OCCURSABOVEABVKING STUDKSTS TRIMMER STUDINDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1SHEET INDEXWALL TYPESSYMBOLSABBREVIATIONSS-101 SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTIONS & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYSKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036PRELIMINARYNOT FOR CONSTRUCTIONS-101Page 521 of 753
1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATESTREVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDINGTHE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE STARTOF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTPRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED INCONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THECONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERENO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BENOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THEDRAWINGS.5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTEDB. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESSNOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGSC. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETCD. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFINGG. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEELH. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FORMOTOR MOUNTS.7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:A. HEIGHT AND/OR ELEVATION OF:a. FINISHED SURFACEb. TOP OF WALLc. TOP OF GRADEd. FINISHED GRADEe. SLOPEB. SITE CONCRETE WALKWAYS, CURBS & PAVING8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOTINDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TOPROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE CONTRACTOR IS RESPONSIBLE FORPROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCHSYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTIONAND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BYTHE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTIONMEANS AND METHODS OR CONSTRUCTION SAFETY.9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HASACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS. BACKFILL SHALLNOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS,HAS ACHIEVED FULL DESIGN STRENGTH.10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALLMAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING,ETC..11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESSSPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BYOTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUTWHICH ARE LOCATED IN STRUCTURAL MEMBERS.12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR ASREFERENCED IN THE APPLICABLE DESIGN STANDARD.13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONSOR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND,THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOTEXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATESHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS,BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKINGDAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.17. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TOFABRICATION.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYSKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036PRELIMINARYNOT FOR CONSTRUCTION1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICALREPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BEAVAILABLE AT THE JOBSITE AT ALL TIMES.2. LATERAL EARTH PRESSURES:* APPLIES TO WALLS LESS THAN 6 FEET IN HEIGHT.3. SPREAD OR CONTINUOUS FOOTINGS:NOTES:A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OFSHORT DURATION SUCH AS WIND OR SEISMIC FORCES.B. THE ALLOWABLE CAPACITY IS BASED ON A FACTOR OF SAFETY OF 2.0.C. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCEAND PASSIVE RESISTANCE __________________________________________________________________.D. THE UPPER 1 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHENCALCULATING PASSIVE RESISTANCE.E. COMPACTED FILL SHOULD BE PREPARED PER SECTION 7.0 GEOTECHNICAL EVALUATION REPORTDATEDF. EXCAVATION DEEPENED TO ACHEIVE BEARING MATERIAL CAN BE REPLACED WITH CONTROLLEDLOW STRENGTH MATERIAL (CLSM).G. THE SUBGRADE MODULUS SHOWN IS BASED ON A UNIT SQUARE FOOT AREA AND SHOULD BEADJUSTED FOR LARGER MATS. ADJUSTED VALUES OF THE MODULUS OF SUBGRADE REACTION, K ,CAN BE OBTAINED FROM THE FOLLOWING EQUATION FOR MATS OF VARIOUS WIDTH:4. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALLCRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATERAND/OR SEEPAGE.6. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIORTO PLACING CONCRETE AND REINFORCING.7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLSBEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARECOMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.8. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLYCOMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT ANDAPPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TOSUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTOUNDISTURBED SOILS.11. GROUNDWATER WAS NOT ENCOUNTER DURING THE GEOTECHNICAL INVESTIGATION.ANTICIPATEDBEARINGMATERIALALLOWABLEBEARINGCAPACITY(PSF)ALLOWABLE LATERAL RESISTANCEPASSIVE RESISTANCE(PSF/FT BELOWGRADE)FRICTION RESISTANCE(COEFFICIENT OFFRICTION)RET WALL 2000 300 0.35REPORT/ADDENDUM TITLEPREPARED BY DATE PROJECT #GEOTECTNICAL ENGINEERING REPORTANHOLM NEIGHBORHOOD GREENWAYSAN LUIS OBISPO. CALIFORNIAEARTH SYSTEMS PACIFIC11/12/2021304833-001K = KK = UNIT SUBGRADE MODULUSK = REDUCED SUBGRADE MODULUSB = FOUNDATION WIDTHRB+1[2B]2RFOUNDATIONEXISTING CONDITIONS1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.EXISTING UNDERGROUND UTILITIES1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.MATERIAL ASTM STANDARDPORTLAND CEMENT (TYPE II)AC150CONCRETE AGGREGATES (HARDROCK)C33CONCRETE AGGREGATES (LIGHTWEIGHT)CC330WATERBC1602COAL FLY ASH OR POZOLLAN (CLASS F)C618NATURAL OR MANUFACTURED SAND C33SLAGC989CONCRETELOCATION IN STRUCTUREMINIMUM STRENGTH(PSI)DENSITY (PCF)MAX SLUMP(IN±1)MAXWATER/CEMENTRATIOSLAG/FLY ASHA(MAX)CONCRETE SLAB ONGRADE3,00015040.45 0.15STAIRS ON GRADE, CURBSAND OTHER NON-STRUCTURAL CONCRETE3,00015040.5 0.15SITE WALLS3,00015040.5 0.151. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14.2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENTRATIO BE EXCEEDED.C. PUMICE AGGREGATE SHALL NOT BE USED.3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCESACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVESTRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):A. AS MEASURED BY CEMENTITIOUS WEIGHT4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OFASTM C94 OF C685.5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 ANDPROJECT SPECIFICATIONS.6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED ANDROUGHENED TO 1/4" AMPLITUDE.7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE.8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9. PIPES EMBEDDED IN CONCRETE:A. CONCRETEa. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK.c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FORASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BYMORE THAN 18,000 PSI.B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN1.25.C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BEPERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDEDDEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS ANDALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTALBARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION ISMADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERINGGRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IFCONCURRENTLY PRESENT ON SITE.6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWSCERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TOTHE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE ISPLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTEDTOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPERDISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICEFOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THEARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OFCONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAPSPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACINGREQUIREMENTS OF ACI 318-14.10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TOPLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OFREINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDSOR REINFORCING STEEL.12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICESMUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTSINCLUDE:LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALLBE ASTM A706 PER IAPMO-ES 0129.ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMESAND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14SECTION 18.2.7 & 18.12.7.4THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH3B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER21 12"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS1 12"34"1 12"REINFORCING STEEL1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FORMASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THECODE.2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOADBEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THEFOLLOWING REQUIREMENTS:SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR. SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.9. ALL CELLS SHALL BE GROUTED SOLID.10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THEREQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"FOR REQUIREMENTS.11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAXGROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAYBE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:A. MASONRY HAS CURED FOR AT LEAST 4 HOURSB. GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHTD. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTINGPER TMS 602-16 ARTICLE 3.2F.13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELFCONSOLIDATING GROUT14. EMBEDDED PIPES AND CONDUITSA. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THEFOLLOWING REQUIREMENTS:a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTERb. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRYCOLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTIONc. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d. WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN.B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° Fb. UNDER PRESSURE IN EXCESS OF 55 PSIc. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZINGC. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMUCOMPONENT ASTM NOTESSAND ASTM C144LIME ASTM C207PORTLAND CEMENT ASTM C150TYPE I or II, LOW ALKALI, < 6 MONTHS OLDPEA GRAVEL ASTM C301MASONRYWALL DESIGN STRENGTHNET AREA COMPRESSIVE STRENGTH OFCONCRETE MASONRY UNITSDENSITYf'm = 2,000 PSI2,000 PSI MINIMUMMEDIUM WIEGHTf'm = 2,500 PSI3,250 PSI MINIMUMMEDIUM WIEGHTWALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTHf'm = 2,000 PSIS2,000 PSI MINIMUMf'm = 2,500 PSIM2,500 PSI MINIMUMWALL DESIGN STRENGTHCOMPRESSIVESTRENGTHGROUT 28 DAY MIX DESIGNf'm = 2,000 PSI2,000 PSI3 PARTS SAND2 PARTS PEA GRAVEL1 PART PORTLAND CEMENT8-11 INCH SLUMPf'm = 2,500 PSI- SUBMIT MIX DESIGNWALL THICKNESS REINFORCED CELL UN-REINFORECED CELL8"(2) 12" Ø(1) 34" Ø(3) 12" Ø(2) 34" Ø(1) 1" Ø12"(4) 12" Ø(3) 34" Ø(2) 1" Ø(1) 1 14" Ø(5) 12" Ø(4) 34" Ø(3) 1" Ø(2) 1 14" ØGENERAL1. WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :2. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):3. GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):REFER TO FOUNDATION GENERAL NOTESSITE AND OCCUPANCY PARAMETERSPARAMETERVALUEREFERENCERISK CATEGORY II 2019 CBC TABLE 1604.5SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S = 1.0512019 CBC 1613.2.1 S 1 = 0.388SITE CLASS2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS: S DS = 0.8412019 CBC 1613.2.4 S D1 = 0.495WIND DESIGN DATAPARAMETERVALUEREFERENCEULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 90 MPH2019 CBC FIG. 1609.3NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 91 MPH2019 CBC 1609.3.1EXPOSURE CATEGORY C 2019 CBC 1609.4.3INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18ASCE 7-16 TABLE 26.13-1DESIGN INFORMATIONACTIVE EARTH PRESSURE(CANTILEVER RETAININGWALLS)AT-REST EARTHPRESSURE(BRACED WALLS)50H35H(PCF)Ø**NATIVEENG65H50H(PCF)NATIVEENGS-102Page 522 of 753
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYSKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036PRELIMINARYNOT FOR CONSTRUCTION1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:A. GENERAL:a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCEWITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.B. OWNER REQUIREMENTS:a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TOPERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.C. SPECIAL INSPECTOR QUALIFICATIONS:a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUANTITIES.D. CONTRACTOR REQUIREMENTS:a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONSAND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALLOCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIALINSPECTOR.b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIREDREMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETIONOF THE REQUIRED SPECIAL INSPECTION.c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMICFORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OFSPECIAL INSPECTIONS.E. SPECIAL INSPECTOR REPORT REQUIREMENTS:a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONSb. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANDTO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK.f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.STATEMENT OF SPECIAL INSPECTIONS1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:A. STEEL INCLUDING MISC. METALSa. SHOP DRAWINGS FOR FABRICATION AND ERECTIONb. WPS's (INCLUDING PQR'S AS APPLICABLE)c. REINFORCING STEELd. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILARSUBMITTALS), THE CONTRACTOR SHALL HAVE:A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTSOF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING ANDVERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIEDPERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERSAND SIMILAR INFORMATIONC. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FORMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETYPRECAUTIONS AND PROGRAMS.D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTALROUNDS HAVE BEEN ADDRESSED.3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HASSATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'SREVIEW AND APPROVAL OF THAT SUBMITTAL.4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS SHALL BE ABSOLUTE:a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOTCONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS.b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS ORMODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THESUBMITTAL PRIOR TO SUBMISSION.5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEENREVIEWED AND APPROVED BY THE ENGINEER.SUBMITTALS1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS)a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIEDFABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURALSTEEL FABRICATORS (AISC 201-06).b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION.c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF COMPLIANCEMUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS SUPPLIED AND WORKPERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS.d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTIONREPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY.e.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVERTHE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.B. WOOD BUILDINGSa. WOOD STRUCTURAL PANELS (SHEATHING) SHALL BE IDENTIFIED BY THE APA TRADEMARK.SHOP FABRICATIONREQUIRED VERIFICATION AND INSPECTIONSCONCRETE CONSTRUCTIONCODE TABLE 1705.3SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICREFERENCEDSTANDARDCBC REFERENCE1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.___XACI 318: CH 20, 25.2,25.3, 26.6.1-26.6.31908.42. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS______XXX___AWS D1.4ACI 318: 26.6.4___3. INSPECT ANCHORS CAST IN CONCRETE___XACI 318:17.8.2___4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.XXACI 318: 17.8.2.4ACI 318: 17.8.2______5. VERIFY USE OF REQUIRED MIX DESIGN___XACI 318:CH. 19, 26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.36. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.X___ASTM C 172ASTM C 31ACI 318: 26.5, 26.121908.107. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUESX___ACI 318: 26.51908.6, 1908.7,1908.88. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.___XACI 318: 26.5.3-26.5.51908.99. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONSXX______ACI 318: 26.10___10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___X ACI 318: 26.9___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS___X ACI 318: 26.11.2___12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.___X___ SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.MASONRYLEVEL 2 QUALITY ASSURANCEMINIMUM TESTSPRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION INACCORDANCE WITH SPECIFICATION ARTICLE 1.5VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE INACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUTVERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODEMINIMUM SPECIAL INSPECTIONINSPECTION TASKFREQUENCY (a)REFERENCE FOR CRITERIACONT PERIODIC TMS 402 TMS 602XArt. 1.5a. PROPORTIONS OF SITE-PREPARED MORTARXArt. 2.1, 2.6 Ab. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGESXArt. 2.4 B, 2.4 Hc. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGESXArt. 3.4, 3.6Ad. PRESTRESSING TECHNIQUEXArt. 3.6 Be. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X (b)X (c)Art. 2.1 C f. SAMPLE PANEL CONSTRUCTIONX Art. 1.6 D3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. GROUT SPACEXArt. 3.2 D, 3.2 Fb. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGESXSEC. 10.8,10.9Art. 2.4, 3.6c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHOR BOLTSXSEC. 6.3.1,6.3.6, 6.3.7 Art. 3.2 E, 3.4,d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSXArt. 2.6 B,2.4 G.1.b4. VERIFY DURING CONSTRUCTION:a. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALSX Art. 1.5b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTIONX Art. 3.3 Bc. SIZE AND LOCATION OF STRUCTURAL ELEMENTSX Art. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTIONXSEC. 1.2.1(e),6.1.4.3, 6.2.1e. WELDING OF REINFORCEMENT XSEC. 6.1.6.2f. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F )XArt. 1.8 C,1.8 Dg. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEX Art. 3.6 Bh. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCEXArt. 3.5, 3.6 Ci. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTSX (b)X (c)Art. 3.3 B.9,3.3 F.1.b5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMSXArt.1.4 B.2.a.3,1.4 B.2.b.3,1.4 B.2.c.3,1.4 B.3,1.4 B.4(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THETASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE(b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRYSOILSCODE TABLE 1705.6SPECIAL INSPECTION OR TESTCONTINUOUSPERIODIC1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY___X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.___X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS___X4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X___5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.___XS-103REQUIRED VERIFICATION AND INSPECTIONSPage 523 of 753
NOTES:1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:A. GRADE 60 REINFORCEMENTB. NORMAL WEIGHT CONCRETEa. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3C. NON-EPOXY COATED REINFORCEMENTD. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARSa. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THANMINORCLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN dba. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5F. REINFORCEMENT NOT IN SHEAR WALLSa. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.252. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEMAX = LARGER OFCLASS B, UNOls/5 OR 6"REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULEBAR SIZEDEVELOPMENT LENGTH, ld(CLASS A LAP SPLICE)LAP SPLICE, ls(CLASS B LAP SPLICE)f'c (psi) f'c (psi)2,5003,000 4,0002,5003,000 4,000#3 1'-6"1'-5"1'-3" 2'-0" 1'-10"1'-7"#42'-0" 1'-10"1'-7"2'-8" 2'-5"2'-1"#5 2'-6"2'-4"2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2"#7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6"5'-11"5'-2"#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"#10 6'-5" 5'-10"5'-1"8'-3"7'-7"6'-7"#117'-1"6'-6"5'-7"9'-2" 8'-5" 7'-3"REINF DEVELOPMENT LENGTH AND SPLICESNTSBAR SIZE D#3 THRU #86d#9 THRU #11 8dNOTES:1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.2. MINIMUM SIDE COVER = 2 12".3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.STANDARD HOOK DEVELOPMENT LENGTH "ldh"BAR SIZE D "lh"NORMAL WEIGHT2,500 3,000 4,000#32 1/4"6" 0'-9" 0'-9" 0'-8"#43" 8" 1'-0" 0'-11" 0'-10"#53 3/4"10" 1'-3"1'-2"1'-0"#64 1/2"12"1'-6"1'-5"1'-3"#75 1/4"1'-2"1'-9" 1'-8"1'-5"#8 6"1'-4"2'-0" 1'-10"1'-7"#99 1/2" 1'-7 1/2"2'-3"2'-1"1'-10"#1010 3/4"1'-10" 2'-7"2'-4" 2'-1"#11 12"2'-0 1/2"2'-10" 2'-7" 2'-3"ldhdb4db2 12" MINDD12 db"l h"2" CLR MINHOOK DEVELOPMENT LENGTH(SEE SCHEDULE)FACE OFCONCRETEFOC OR POURJT @ STD HOOKdbREINF HOOK DEVELOPMENT LENGTH AND BENDSNTSdb6dbD6db *dbD135 HOOK90 HOOK** PROVIDE 10db EXTENSIONS IN LIEUOF 6db AT ALL FRAME COLUMNS,GIRDERS, SHEAR WALLS AND SHEARWALL BOUNDARY MEMBERSBAR SIZE D#3 1 12"#4 2"#5 2 12"OR 3" MINREINF TIES AND STIRRUPSNTS"SL" STEP LENGTH= 2 "SH""SH""SH""D" + "SL""D"DEPTH OF FTGFTG EL = SEE PLAN"SH" STEPHEIGHTTOP REINF WHERESHOWN PER PLAN"ls' LAP SPLICETYP"D" + "SL""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSSSTEP LONG REINF TO MATCHLONG REINF SIZE & SPCGSTEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCGFTG REINF PERPLAN & DETAILS"SH" STEPHEIGHTSSNOTE: "SH" = 1'-6" MAXLAP SPLICEDOWEL TO MATCHLONG REINF SIZE & SPCGPLANCALLOUTSTEP FOOTINGTIES AND STIRRUPSNTS1'-6"MIN9"FTG PIPEBACKFILLPER SPECSTRENCHEXCAVATION, TYP21 PIPEBOT OF TRENCH EXCAVATIONSHALL NOT EXTEND BELOW THISLINE UNLESS APPROVED BY THEGEOTECHNICAL ENGINEERGRADENOTES:1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONSWITH BUILDING FOUNDATION REQUIREMENTS.2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEPFOOTING PER TYPICAL "STEPPED FOOTING" DETAILS22-PIPES PARALLEL TO FOOTINGSNTS3'-0" MAX(SEE NOTE #1)4"MIN6" MIN1'-6" MINSLEEVE3D MIN"D"Ø OF SLEEVESTEM WALLFOOTINGNO PIPES PERMITTED IN THIS AREAELEVATIONSECTIONNOTES:1. FOOTINGS SHALL BE STEPPED PER DETAIL 22/- SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURINGFOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.238"SLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE #4)PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALLNTSLAP SPLICELAP SPLICELAP SPLICELAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE END0" TYP.0" TYP.0" TYP0" TYPDOWELS TO MATCH SIZE &SPCG OF HORIZ REINF, TYP90 DEG HOOK@ INT BARSPROVIDE 90 DEG STD HOOK, A U-BARMAY BE PROVIDED W/ LAP SPLICE TOHORIZ BARS IN LIEU OF END HOOKSNOTE:REINFORCEMENT SHOWN ON WALL ELEVATION(S), BOUNDARY REINFORCING DETAILS, AND OTHERSPECIFICALLY REFERENCED DETAILS SHALL TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE.DOUBLE MATLAP SPLICELAP SPLICELAP SPLICELAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE ENDPROVIDE 90 DEG STDHOOK @ SHEAR WALLS(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MINDOWELS TO MATCHSIZE & SPCG OFHORIZ REINF, TYPALT DOWEL DIRECTION@ INTERSECTIONSINGLE MATCONC REINF @ INTERSECTIONNTSSITE RETAINING WALLVARIES(9" MIN)DISTANCE TO SLOPENTSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYSKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036PRELIMINARYNOT FOR CONSTRUCTIONS-2011214212223243132344142434451525354Page 524 of 753
"db""6 db""D""6 db" *"db""D"135 HOOK90 HOOK*BAR SIZE D#3 1 12"#4 2"#5 2 12"OR 3" MIN"ldh""db""db""4 db"2 12" MIN"D""D""12 db"" l h"12"MINBAR SIZE D#3 THRU #86db#9 THRU #118dbHOOK DEVELOPMENT LENGTH(SEE SCHED)FACE OFMASONRYBAR SIZEDEVELOPMENT LENGTH (ld) ORLAP SPLICE LENGTH (ls)HOOKDEVELOPMENTLENGTH (le)Dln#3 2'-3" 0'-5" 2 145"#43'-0" 0'-7" 3 8"#5 3'-9" 0'-9"3 3410"#6 4'-6" 0'-10" 4 121'-0"#75'-3" 0'-12"5 141'-2"#8 6'-0" 1'-1" 61'-4"#9 6'-9" 1'-3"9 121'-7 12"NOTES:1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOTSHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS ANDDIMENSIONED ON THE DRAWINGS4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLERBARS5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENTWHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THEALLOWABLE STEEL TENSION STRESS, Fs6. D = FINISHED INSIDE BEND DIAMETER7. db = NOMINAL BAR DIAMETERCONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEPER SCHEDMAX = SMALLER OF"ls"/ 5" OR 8"LAP SPLICEPER SCHEDLAP SPLICEPER SCHEDLAP SPLICEPER SCHED"db"CLEARSPCGCLEARSPCGTYPICAL LAP SPLICESSTAGGERED SPLICINGFACE OF MASONRYOR JT @ STD HOOK212TYPICAL COLUMN BAR OFFSETMASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHEDNTSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYSKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036PRELIMINARYNOT FOR CONSTRUCTION1421222324313233344142434451525354S-211Page 525 of 753
* FOR K < 2'-0" tkey = 12"hwd ftgkt stem(IN)BCWREINFStoeMINS heelMAXØFTG TOP FTG BOTTOM WALLT L T L VERT "V" HORIZ "H"3'-0" 18"N/A80'-6"1'-4"3'-0"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24"6" 2'-0" 05'-0" 18"N/A81'-6"1'-4"3'-6"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12"4'-0" 07'-0" 18" 8" 8 2'-0"1'-4"4'-0"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12"6'-0" 0"B"FINISH GRADE" k "" W "3"CLR" hw "0"" t " stemØ 110CONC KEY WHERESPECIFIED INSCHED BELOWLAP SPLICE2"CLR3"CLR" ld "90° HOOK"V" REINF"H" REINF"H" BARS CONT @ TOW"L" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C "(IF C < 2'-0", PROVIDESTD 90° HOOK)"d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAX" t " key*PROPERTY LINEWHERE OCCURSFENCE WHEREOCCURSEQEQWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDEPERMEABLE MATERIAL"T" REINF, TOPWATERPROOFING PERARCH WHERE SPECIFIEDBIKE PATH CONCRETE WALL @ PROP LINE1/2" = 1'-0"Hwd ftgBCWREINFStoeMINS heelMAXTOP BOTTOM WALLT L T L HORIZ VERT4'-0"1'-6" 8 1'-6" 0'-10" 3'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16"#5 @ 12"N/A6"3'-0"0FINISH GRADEWALL DRAIN PIPE PER CIVIL DWGSWHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO 14"AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH3" CLR3"CLR"Hw"" B "WATERPROOFING PERARCH, WHERE SPECIFIEDPERMEABLE MATERIAL"S" heelMAX"C"(IF C < 2'-0", PROVIDESTD 90° HOOK)"S" toe"d" ftg" W "Ø ALT DOWEL DIR @ FTG90°HOOK"L" REINF, BOT" t " stem"H" REINF(2) "H" BARS CONT @ TOWEQEQFENCE WHERE OCCURS"T" REINF, BOT2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)BIKE PATH CONCRETE WALL1/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"hwd ftgkt stem(IN)BCWREINFStoeMINS heelMAXFTG TOP FTG BOTTOM WALLT L T L VERT "V" HORIZ "H"5'-6" 18" 12" 12 1'-9" 1'-4" 3'-9" #6 @ 12" #4 @ 12" #6 @ 12" #4 @ 12" #5 @ 12" #4 @ 24" 6" 5'-6""B"FINISH GRADE" k "" W "3"CLR" hw "0"" t " stem110CONC KEY WHERESPECIFIED INSCHED BELOWLAP SPLICE2"CLRWATERPROOFING PERARCH WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"CLR" ld "90° HOOKPERMEABLE MATERIAL"V" REINF"H" REINF(2) "H" BARSCONT @ TOW"T" REINF, TOP"L" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C "(IF C < 2'-0", PROVIDESTD 90° HOOK)"d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAX" t " key*2" CLRFINISH GRADERAMONA STORMWATER WALL1/2" = 1'-0"hwd ftgt stem(IN)BCWREINFStoeS heelMAXØFTG TOP FTG BOTTOM WALLT L T L HORIZ "H" VERT "V"2'-6"12"6 1'-6" 9" 2'-9"#6 @ 12" #5 @ 12" #6 @ 12"N/A#5 @ 16"N/A6" 2'-0" 34"B"FINISH GRADE" W "3"CLR" hw "" t " stemØ
2"CLRWATERPROOFING PERARCH WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"CLR90° HOOKPERMEABLE MATERIAL"H" REINF"H" BARS CONT @ TOW"T" REINF, TOP"T" REINF, BOT" C ""d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAXEQ"L" REINF, TOPEQCURB AND GUTTER WALL1/2" = 1'-0"INTEGRAL GUTTER PAN.SLOPE PER CITY STANDARDSAND CIVIL DRAWINGShwd ftgt stem(IN)BCWREINFStoeMINS heelMAXFTG TOP FTG BOTTOM WALLT L T L VERT "V" HORIZ "H"2'-8" 12" 8 1'-6" 1'-4" 3'-6" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 24" 8" 2'-4""B"FINISH GRADE" W "3"CLR" hw "" t " stem2"CLRWATERPROOFING PERARCH WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"CLR90° HOOKPERMEABLE MATERIAL"V" REINF"H" REINF"H" BARS CONT @ TOW"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C ""d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAXEQ"L" REINF, TOPFENCE WHEREOCCURSLANDSCAPE HIGH CURB1/2" = 1'-0"EQCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYSKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036PRELIMINARYNOT FOR CONSTRUCTION121422243233344142434451525354S-311POST @ CONC WALL 1/2" = 1'-0"18" MINEMBEDCL POST & CONC WALLDRILL 3" Ø HOLE FOR 1 12" Ø POST,DO NOT CUT REINFBLK OUT OR COREFENCE PER LANDSCAPE DRAWINGFILL HOLE W/ NON-SHRINK GROUTCONC WALL PER PLAN(2) #4 CONT HORIZ BARS@ TOP OF WALL2 12" MINAVOID THE WALL REINF WHEN EMBEDING FENCEPage 526 of 753
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Cerro San Luis Neighborhood Greenway
Specification No. 1000036
June 2022
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Page 527 of 753
Cerro San Luis Neighborhood Greenway
Specification No. 1000036
Approval Date: June XX, 2022
<<Engineer of Record Stamp>>
<<Signature Date>>
Brian Nelson
<<Signature Date>>
Page 528 of 753
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I
BID SUBMISSION ...................................................................................................................................... I
CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 ... I
BID DOCUMENTS .................................................................................................................................... II
PROJECT INFORMATION....................................................................................................................... III
QUALIFICATIONS .................................................................................................................................... III
AWARD ..................................................................................................................................................... V
ACCOMMODATION .................................................................................................................................. V
BID FORMS .................................................................................................................... A
BID ITEM LIST FOR CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO.
1000036 ..................................................................................................................................................... A
LIST OF SUBCONTRACTORS ................................................................................................................. F
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. H
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... H
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. H
LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... H
NON-COLLUSION DECLARATION .......................................................................................................... J
BIDDER ACKNOWLEDGEMENTS ........................................................................................................... K
QUALIFICATIONS ..................................................................................................................................... L
ATTACH BIDDER'S BOND TO ACCOMPANY BID ................................................................................. M
SPECIAL PROVISIONS .................................................................................................. 1
DIVISION I GENERAL PROVISIONS ....................................................................................................... 1
1 GENERAL ........................................................................................................................................... 1
2 BIDDING ............................................................................................................................................. 1
3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1
4 SCOPE OF WORK ............................................................................................................................. 2
6 CONTROL OF MATERIALS ............................................................................................................... 2
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 3
8 PROSECUTION AND PROGRESS ................................................................................................... 3
9 PAYMENT ........................................................................................................................................... 4
DIVISION II GENERAL CONSTRUCTION ............................................................................................... 4
13 WATER POLLUTION CONTROL ..................................................................................................... 4
15 EXISTING FACILITIES ..................................................................................................................... 4
DIVISION III EARTHWORK AND LANDSCAPE ....................................................................................... 6
20 LANDSCAPE AND IRRIGATION ..................................................................................................... 6
20-A SITE FURNISHINGS ...................................................... ERROR! BOOKMARK NOT DEFINED.
Page 529 of 753
DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 9
37 BITUMINOUS SEALS ....................................................................................................................... 9
39 ASPHALT CONCRETE .................................................................................................................. 10
DIVISION VIII MISCELLANEOUS CONSTRUCTION ............................................................................ 11
73 CONCRETE CURBS AND SIDEWALKS ....................................................................................... 11
DIVISION IX TRAFFIC CONTROL DEVICES......................................................................................... 16
84 MARKINGS ..................................................................................................................................... 16
DIVISION XIII APPENDICES .................................................................................................................. 17
APPENDIX A: Form of Agreement
APPENDIX B: Caltrans Encroachment Permit
APPENDIX C: School Zones
APPENDIX D: Bicycle Lane Coating
APPENDIX E: Project Soils Report
APPENDIX F: Temporary Construction Easement Exhibit
Page 530 of 753
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works
Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until
11:00 a.m. on July XX, 2022
at which time they will be publicly opened and read aloud. Public bid opening may be
accessed via Microsoft Teams video conference and conference call. In person
attendance will be permitted. Attendees are encouraged to wear and practice social
distancing. Use the following link:
INSERT LINK HERE
or join by phone with this number: INSERT NUMBER AND CONFERENCE ID #
Submit bid in a sealed envelope plainly marked:
CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO.
1000036
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.
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.
Page 531 of 753
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
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.
Contact the project manager, Jennifer Rice at 805-781-7058 or the Public Works
Department at (805) 781-7200 prior to bid opening to verify the number of addenda
issued.
You are responsible to verify your contact information is correct on the plan holders list
located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals.
Page 532 of 753
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
PROJECT INFORMATION
In general, the project consists of curb ramp construction, minor street reconstruction,
application of slurry seal, striping, pavement markings, and signage along the route
identified as the Cerro San Luis Neighborhood Greenway. Work ancillary to these
maintenance and rehabilitation treatments includes, but is not limited to striping, signage,
markings, and traffic control.
The project estimated construction cost is $2,423,744.00 (From grant application,
coordinate with city on final number.)
Contract time is established as 55 working days.
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 C12 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.
Two of the three reference projects must have been completed under contract with
a city, county, state or federal government agency as the prime contractor.
One of the three referenced projects must be for concrete work including ADA
curb ramp construction within the public right of way.
Page 533 of 753
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
Two of the three 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
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.
Page 534 of 753
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
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 using the TOTAL PROJECT BID.
As a condition to executing a contract with the City, two bonds each equal to one hundred
percent of the total contract price are required in compliance with Section 3-1.05 of the
Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with
the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact
Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805)
781-7107. Requests should be made as early as possible in the bidding process to allow
time for accommodation.
Page 535 of 753
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:
materials
labor
to complete all the required work satisfactorily in compliance with
plans
specifications
special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR CERRO SAN LUIS NEIGHBORHOOD GREENWAY,
SPECIFICATION NO. 1000036
Item Item Unit of Estimated Item
Price Total
No. SS(1) Description Measure Quantity (in
figures)
(in
figures)
1 7,
12 TRAFFIC CONTROL LS 1
2 15 DEMO EXISTING ROADWAY (CHORRO) SQFT 10,000
3 15,
73 DEMO EXISTING SIDEWALK SQFT 1,700
4 15 DEMO EXISTING INLET (SE CHORRO-
WALNUT) EA 1
5 15 CLEAR UNDERBRUSH / LIMB TREES
(CHORRO/101) LS 1
6 39 COMPACTED SUBGRADES (CHORRO) SQFT 10,000
7 39 COMPACTED SUBGRADES (SIDEWALKS) SQFT 1,700
8 19 ROUGH GRADING CUT / FILL CY 2,000
9 19 PRECISE GRADING SQFT 26,000
10 5 CONSTRUCTION SURVEY LS 1
11 73 CURB AND GUTTER LF 2,355
12 73
EXTENDED CURB & GUTTER RETAINING
WALL (BROAD ST - STA 21+40 TO 23+12) C-
3.8
SQFT 340
13 73 1.25' CONCRETE BIKE MEDIAN LF 1,600
14 73 3' CONCRETE BIKE MEDIAN LF 1,650
Page 536 of 753
BID FORMS
BID FORMS
B
15 73 PREFORMED THERMOPLASTIC SHEETS
(BROAD-MURRAY) C-3.7 SQFT 120
16 39 SPEED HUMP EA 7
17 73 SIDEWALKS SQFT 1,700
18 73 CROSS GUTTER LF 250
19 73 DRIVE APPROACHES SQFT 800
20 39 4.5" HOT ASPHALT PAVING (CHORRO) SQFT 10,000
21 39 14.5" CLASS II BASE (CHORRO) SQFT 10,000
22 39 10" HOT ASPHALT PATCHING SQFT 25,170
23 37 TYPE II SLURRY SEAL SQYD 30,440
24 82 PEXCO CITY POST MODEL EAC, 36" WHITE
WITH 2 GREY WRAPS EA 23
25 82 72" WHEEL STOP PER ENG. STD. 2260 EA 8
26 82
6" YELLOW TACTILE GUIDE STRIP,
VANGUARD ADA SYSTEMS OR APPROVED
EQUAL
LF 82
27 84 RED CURB PAINT LF 40
28 84 4" YELLOW STRIPING LF 1,300
29 84 DETAIL 1 LF 2,750
30 84 DETAIL 8 LF 50
31 84 DETAIL 22 LF 2,450
32 84 DETAIL 39 LF 3,750
33 84 BIKE BUFFER LF 1,360
34 84 BIKE BUFFER AT DRIVEWAY SQFT 1,140
35 84 HI-VIS CROSSWALK EA 35
36 84 STOP BAR STRIPING LF 465
37 84 STOP LEGEND EA 32
38 84 1/2 SCALE STOP LEGEND EA 7
39 84 BIKE / PED LEGEND EA 2
40 84 TYPE II ARROW EA 1
41 84 TYPE IV ARROW EA 1
42 84 HUMP LEGEND EA 12
43 84 PEDESTRIAN LEGEND EA 2
44 84 XING LEGEND EA 4
45 84 SLOW LEGEND EA 2
46 84 SCHOOL LEGEND EA 4
47 84 TURNING BIKE BOX EA 3
48 84 BIKE SYMBOL & ARROW EA 23
49 84 GREENBACK CHEVRON EA 25
50 84 GREEN BACK SHARROW EA 2
51 84 GREENWAY SYMBOL EA 22
52 84 GREEN BIKE LANE MARKINGS (CASE 1) LF 118
53 84 GREEN BIKE LANE MARKINGS (CASE 2) LF 286
54 84 GREEN BIKE LANE MARKINGS (CASE 3) LF 364
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C
55 84 GREEN SEALMASTER COLOR SAFE PAINT SF 5,640
56 84 YIELD LINE EA 5
57 84 ZICLA ZEBRA CYCLE TRACK LANE
SEPARATORS EA 46
58 82 12' PUNCH POST EA 45
59 82 14' PUNCH POST EA 3
60 82 PROVIDE & INSTALL R1-1 SIGN 18" EA 2
61 82 PROVIDE & INSTALL R1-1 SIGN 30" EA 4
62 82 PROVIDE & INSTALL R81 SIGN EA 3
63 82 PROVIDE & INSTALL R4-11 SIGN EA 7
64 82 PROVIDE & INSTALL R5-3 SIGN EA 2
65 82 PROVIDE & INSTALL R7-9 SIGN EA 18
66 82 PROVIDE & INSTALL MODIFIED R10-15
"YIELD TO BIKE" SIGN EA 5
67 82 PROVIDE & INSTALL W1-2L SIGN EA 2
68 82 PROVIDE & INSTALL W4-4P SIGN EA 1
69 82 PROVIDE & INSTALL W11-2 SIGN EA 8
70 82 PROVIDE & INSTALL W16-7P SIGN EA 8
71 82 PROVIDE & INSTALL W84-CA SIGN EA 3
72 82 PROVIDE & INSTALL W1-1 SIGN EA 2
73 82 PROVIDE & INSTALL R81A CA SIGN EA 2
74 82 PROVIDE & INSTALL R1-3P PLAQUE EA 4
75 82 PROVIDE & INSTALL R81B CA SIGN EA 5
76 82 PROVIDE & INSTALL CUSTOM ARROW
PLAQUE PER CIVIL DETAIL A EA 8
77 82 PROVIDE & INSTALL R1-2 "25" SIGN EA 1
78 82 PROVIDE & INSTALL GREENWAY SIGN EA 19
79 82 INSTALL EXISTING / RELOCATED SIGN EA 16
80 15 CLEAR AND GRUB (BIKE PATH AREA) SQFT 11,000
81 39 COMPACTED SUBGRADES (BIKE PATH
AREA) SQFT 11,000
82 39 BIKE PATH ROUGH GRADING CUT / FILL CY 300
83 39 BIKE PATH PRECISE GRADING SQFT 11,000
84 73 CONCRETE SQFT 6,600
85 73 CLASS II BASE SQFT 6,600
86 73 POURED IN PLACE RETAINING WALL SQFT 3,610
87 15 DEMO MISC. (FENCING, CONCRETE,
SIDEWALK, TREES ETC.) LS 1
88 73 CURB RAMP ALMOND-MISSION (E) C-4.17 LS 1
89 73 CURB RAMP BROAD-MISSION (E) C-4.16 LS 1
90 73 CURB RAMP BROAD-MISSION (N) C-4.15 LS 1
91 73 CURB RAMP CENTER-CHORRO (NE) C-4.26 LS 1
92 73 CURB RAMP CENTER-CHORRO (NW) C-4.25 LS 1
93 73 CURB RAMP CENTER-CHORRO (SE) C-4.27 LS 1
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D
94 73 CURB RAMP CENTER-CHORRO (SW) C-4.28 LS 1
95 73 CURB RAMP CERRO ROMAULDO-FERRINI
(NW) C-4.4 LS 1
96 73 CURB RAMP CERRO ROMAULDO-FERRINI
(SE) C-4.3 LS 1
97 73 CURB RAMP FELTON-FERRINI (NW) C-4.2 LS 1
98 73 CURB RAMP FELTON-FERRINI (SW) C-4.1 LS 1
99 73 CURB RAMP LINCOLN-CHORRO (NE) C-4.35 LS 1
100 73 CURB RAMP LINCOLN-CHORRO (NW) C-4.34 LS 1
101 73 CURB RAMP LINCOLN-CHORRO (SE) C-4.36 LS 1
102 73 CURB RAMP LINCOLN-CHORRO (SW) C-4.37 LS 1
103 73 CURB RAMP MEINEKE-BROAD (N) C-4.8 LS 1
104 73 CURB RAMP MEINEKE-BROAD (S) C-4.9 LS 1
105 73 CURB RAMP MEINEKE C-4.10 LS 1
106 73 CURB RAMP MILL-CHORRO (NW) C-4.46 LS 1
107 73 CURB RAMP MILL-CHORRO (NE) C-4.49 LS 1
108 73 CURB RAMP MILL-CHORRO (SE) C-4.48 LS 1
109 73 CURB RAMP MILL-CHORRO (SW) C-4.47 LS 1
110 73 CURB RAMP MISSION-CHORRO (NE) C-4.20 LS 1
111 73 CURB RAMP MISSION-CHORRO (NW) C-4.19 LS 1
112 73 CURB RAMP MISSION-CHORRO (SE) C-4.21 LS 1
113 73 CURB RAMP MISSION-CHORRO (SW) C-4.22 LS 1
114 73 CURB RAMP MISSION BULBOUT C-4.18 LS 1
115 73 CURB RAMP MOUNTAIN VIEW-CHORRO
(NE) C-4.30 LS 1
116 73 CURB RAMP MOUNTAIN VIEW-CHORRO
(NW) C-4.29 LS 1
117 73 CURB RAMP MOUNTAIN VIEW-CHORRO (SE)
C-4.31 LS 1
118 73 CURB RAMP MOUNTAIN VIEW-CHORRO
(SW) C-4.33 LS 1
119 73 CURB RAMP MURRAY-BROAD (E) C-4.12 LS 1
120 73 CURB RAMP MURRAY-BROAD (N) C-4.11 LS 1
121 73 CURB RAMP MURRAY-BROAD (S) C-4.13 LS 1
122 73 CURB RAMP MURRAY-BROAD (W) C-4.14 LS 1
123 73 CURB RAMP PEACH-CHORRO (SE) C-4.43 LS 1
124 73 CURB RAMP PEACH-CHORRO (NW) C-4.45 LS 1
125 73 CURB RAMP PEACH-CHORRO (SW) C-4.44 LS 1
126 73 CURB RAMP PEACH-CHORRO (NE) C-4.42 LS 1
127 73 CURB RAMP RAMONA-BROAD (E) C-4.6 LS 1
128 73 CURB RAMP RAMONA-BROAD (W) C-4.7 LS 1
129 73 CURB RAMP RAMONA CROSSING C-4.5 LS 1
130 73 CURB RAMP VENABLE-CHORRO (NE) C-4.23 LS 1
131 73 CURB RAMP WALNUT-CHORRO (SE) C-4.40 LS 1
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E
132 73 CURB RAMP WALNUT-CHORRO (SE) C-4.24 LS 1
133 73 CURB RAMP WALNUT-CHORRO (N) C-4.38 LS 1
134 64,
77 18" HDPE STORM DRAIN PIPE LF 70
135 77 STORMDRAIN DRAIN INLET (SDDI) EA 1
136 64,
77 CONNECT TO EXISTING INLET EA 1
137 77 REMOVE AND REPLACE SD INLET GRATE EA 17
138 64,
77 FILTEREXX STORMEXX FILTER EA 17
139 20 BENCHES (AT BIKE PATH AREA) EA 2
140 20 BENCH (IN UNIT PAVING) EA 1
141 20 TRASH CONTAINER (AT BIKE PATH AREA) EA 2
142 20 CONCRETE PAVERS SQFT 126
143 20 SECURITY FENCING (AT BIKE PATH AREA) LF 136
144 20 CHAINLINK FENCE (AT CHORRO /101) LF 297
145 20 CHAINLINK GATES (AT CHORRO /101) EA 6
146 73 CONCRETE TALL CURB (CHORRO/101) LF 123
147 20 RAMONA RRFB SOLAR CROSSWALK LS 1
148 20 MILL RRFB SOLAR CROSSWALK LS 2
149 86 BIKE PATH LIGHTING / CHORRO LIGHTING /
CHORRO PG&E SVC LS 1
150 20 SHRUB/TREE REMOVAL (CHORRO /101) LS 1
151 20 RAISE CROWN EXIST TREES (CHORRO/101) LS 1
152 20 SOIL PREPARATION (NON-BIORETENTION &
TREE PITS) CY 130
153 20 BIORETENTION AREA SOIL CY 90
154 20 NO. 2 GRAVEL / STONE TON 200
155 20 PLANTING (ALL AREAS) SQFT 10,846
156 20 TREES EA 63
157 20 TREE IRRIGATION (HIGHLAND) LS 1
158 20 IRRIGATION (BIKE PATH AREA AND
CHORRO/101) SQFT 10,045
159 20 IRRIGATION - CONTROLLERS EA 2
160 20 TREE WATERING BAGS (NON-IRRIGATED
TREES) EA 35
161 20 MULCH AT BIORETENTION CY 97
162 20 MULCH CONVENTIONAL PLANTING AREAS
& TREES CY 130
163 20 ESTABLISHMENT/MAINTENANCE ALL
TREES & PLANTS (1 YR) LS 1
164 20 HAND WATER NON-IRRIGATED TREES (1-
YR) EA 35
165 20 HAND WATER NON-IRRIGATED
UNDERSTORY PLANTINGS (1-YR) LS 1
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F
166 37 PNEUMATIC TIRE ROLLER COMPACTION LS 1
167 13 STREET SWEEPING IN SLURRY AREAS (1
DAY) LS 1
168 13 STREET SWEEPING IN SLURRY AREAS (30
DAYS) LS 1
169 12 TEMPORARY STRIPING AND PAVEMENT
MARKINGS LS 1
170 15 BIKE LANE EDGE GRIND LS 1
171 15 CURB RAMP EDGE GRIND LS 1
172 3 COMPLY WITH CALTRANS ENCROACHMENT
PERMIT LS 1
173 15 ADJUST STORMDRAIN MANHOLE TO
GRADE EA 6
174 15 ADJUST SANITARY SEWER MANHOLE TO
GRADE EA 3
175 15 ADJUST COMMUNICATION VAULT/MH/BOX
TO GRADE EA 36
176 15 ADJUST WATER METER TO GRADE EA 11
177 15 ADJUST WATER VALVE TO GRADE EA 12
Bid Total (or Base Bid) $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required
work.
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G
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the
standard specifications, the Bidder is required to furnish the following information for each
Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list
alternative subcontractors for the same work. Subcontracting must not total more than
fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard
specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars
($10,000) worth of work need not be mentioned. Subcontractors required to pay
prevailing wage, must be registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
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H
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the
bidder hereby declares under penalty of perjury under the laws of the State of California
that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not
____ been convicted within the preceding three years of any offenses referred to in that
section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in
violation of any state or federal antitrust law in connection with the bidding upon, award
of, or performance of, any public works contract, as defined in Public Contract Code
Section 1101, with any public entity, as defined in Public Contract Code Section 1100,
including the Regents of the University of California or the Trustees of the California State
University. The term "bidder" is understood to include any partner, member, officer,
director, responsible managing officer, or responsible managing employee thereof, as
referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank
spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature
portion constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under
penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a
proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented
from bidding on, or completing a federal, state, or local government project because of a
violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal
court has been issued against you within the immediately preceding two-year period
because of your failure to comply with an order of a federal court which orders you to comply
with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back
wages or related damages, interest, fines, or penalties pursuant to any final judgment,
order, or determination by a court or any federal, state, or local administrative agency,
including a confirmed arbitration award. Any judgment, order, or determination that is
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I
under appeal is excluded, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state
law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on
the signature portion constitute signature of this Statement and Questionnaire. Bidders are
cautioned that making a false certification may subject the certifier to criminal prosecution.
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J
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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K
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 546 of 753
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L
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 curb ramp
construction?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
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ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and
_______________________________________________________, AS SURETY, are held and firmly
bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to
said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we
bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by
these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above
bounden ______________________________________________________________________
to construct ___________________________________________________________________
(insert name of street and limits to be improved or project)
dated _____________________ is accepted by the City of San Luis Obispo, and if the above
bounden _______________________________________________________, his heirs, executors,
administrators, successors, and assigns shall duly enter into and execute a contract for such construction and
shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or
legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the
said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
Page 548 of 753
SPECIAL PROVISIONS
1
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of
the Standard Specifications. Each special provision begins with a revision clause that
describes or introduces a revision to the Standard Specifications. Any paragraph added
or deleted by a revision clause does not change the paragraph number of the Standard
Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of
Public Works:
1. Cerro San Luis Neighborhood Greenway Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards –
2020 edition
3. State of California, Department of Transportation Standard Specifications and
Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
2 BIDDING
Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General
with:
Furnish bid using blank forms provided in the Special Provisions. Bid must include all
forms and must be signed by the bidder.
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Caltrans Encroachment Permit 3-
1.18B Caltrans Encroachment Permit
Page 549 of 753
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2
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.
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 (during the day or night) involved to comply with all Caltrans
encroachment permit requirements. The contract price shall also include the application
fee of $1,400.00 for obtaining a double permit for Encroachment Permit (PENDING). See
Appendix B for additional information.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 3, 5, 6, 7, 8, 12, 14, 15, 19, 20, 37, 39, 56, 64, 73,
77, 82, 84, and 86 for general, material, construction, and payment specifics. Refer to
these Special Provisions for modifications to the above Sections.
Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage:
Maintain Revenue Enhancement Funding signage in work area. Return Revenue
Enhancement Funding signs at the end of the project or upon the Engineer’s request.
6 CONTROL OF MATERIALS
Add to Section 6-2.03 DEPARTMENT ACCEPTANCE:
The City will furnish Sales Tax signs mounted to moveable barricades. Maintain Sales
Tax signage in work area. Return Sales Tax signs at the end of the project or upon the
Engineer’s request.
The City will furnish one (1) GREEN WAY SYMBOL stencil as detailed on Sheet C-5.1 of
the project plans. Contractor can obtain additional stencil(s) at its own discretion and must
be approved by the Engineer prior to use for this project.
Sales Tax signs are stored at the City’s Corporation Yard on Prado Road. The contractor
is responsible to load and transport from City Corporation yard to job site.
Water to be used in the slurry seal emulsion must be potable water. The City will provide
a hydrant location for the slurry mix. The Contractor will be responsible to pay for the
potable water.
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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 Monday through Friday between 7:00
a.m. to 4:00 p.m. at all the affected streets.
Unless otherwise approved by Caltrans and the Engineer, work within Caltrans Right
of Way must be performed between the hours of 9:00 a.m. to 3:00 p.m Monday –
Thursday and 9:00 a.m. to 2:00 p.m. Friday.
CURB RAMPS
Where curb ramp improvements are proposed at multiple corners of the intersection, the
contractor shall provide a phasing plan showing schedule for demolition and construction
of ramps in a manner that retains pedestrian access on at least one side of the street at
all times. The construction phasing approach for these ramps shall be approved to the
satisfaction of the Engineer.
SCHOOL ZONES
All work within school zones (Appendix C) are limited to 9:00 a.m. to 2:00 p.m. (Tuesday
through Friday) and 9:30 a.m. to 2:00 p.m. on Mondays.
TRAFFIC CONTROL ZONES
Contractor shall provide traffic control plan and traffic control application at or before the
preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control
application may be obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.
Permittee is responsible to comply with all conditions of the traffic control plan. Complete
work using due diligence to restore free flowing of traffic.
8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work. A one week look ahead schedule shall be
provided to the Engineer before commencing the following week’s work. This requirement
shall be completed in order to continue construction work.
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4
9 PAYMENT
Add to Section 9-1.02A:
The lump sum price paid for “Ramona RRFB Solar Crosswalk”, include all labor and
material required for a complete installation per Sheet C-3.6.
The lump sum price paid for both “Mill RRFB Solar Crosswalks”, includes all labor and
material required for a complete installation per Sheet C-3.14.
The lump sum price paid for “BIKE PATH LIGHTING/CHORRO LIGHTING/CHORRO
PG&E SVC” include all labor and material required for a complete installation per Sheets
E-1.1 and E-1.2 of plans.
DIVISION II GENERAL CONSTRUCTION
13 WATER POLLUTION CONTROL
Add to Section 13-7.02 Street Sweeping
13-7.02C Construction
Street sweeping shall be performed 24 hours and 30 days after application of Type II
slurry seal. The Contractor must post streets for no parking in advance and during the 24
hour and 30-day street sweeping. The Contractor must submit a street sweeping schedule
for approval by the Engineer. Street sweeping must be done in a manner that street
parking is available within 600 ft from affected addresses, unless approved by the
Engineer.
13-7.02D Payment
The lump sum item price for Street Sweeping shall include full compensation for
furnishing all labor, materials, tools, equipment, personnel, “No Parking” notices, door
hangers, and incidentals, and for doing all the work involved with Street Sweeping and
no additional compensation therefor.
15 EXISTING FACILITIES
Add Section 15-2.01 Remove Pavement (Remove and Replace AC) - The
outline of the asphalt concrete pavement area to be removed must be cut on a neat line
with a power-driven diamond saw to a minimum depth of the existing asphalt concrete
(see coring log information) before removing all existing asphalt. As an alternative, the
Contractor may use a grinding device such as a “zipper” to remove the AC patch area. All
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5
areas of removal must be cut as marked in the field and must be uniform in pattern
(square, rectangle).
Paving is not to be done without the inspection of the Engineer.
A mechanical tamp is to be used for compacting the base or subgrade and bottom lifts of
the AC. A roller is to be used for the top lift of AC. Vibrating Plates are not allowed.
Any PCC to be used for pavement must be Class 1 mix per Engineering Standard 6040
General Note B to allow same day AC pave out and immediate traffic use. At each location
of roadway repair activity, removal and replacement of existing pavement materials are
to be performed on the same working day.
Additional AC patch repair areas and extents may be identified by the Engineer.
Pavement repair locations must be field verified by the Engineer before the start of work.
Pavement restoration must comply with section 19 and 77.
Add Section 15-2.02 Obliterate Roads, Detours, and Surfacing
Micro-milling must be utilized for bike lane and at existing curb ramps edge grinds
located in slurry pavement treatment.
Edge grinding at curb ramps must be the greater of the following:
• From beginning to end of curve return and bulbouts.
• Extend 10 feet, measured perpendicularly beyond the curb ramp landing in both
directions.
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 lump sum price for Bike Lane Edge Grind shall include full compensation for
furnishing all labor, materials, tools, equipment, personnel, and incidentals, and for doing
all the work involved with bike lane and at existing curb ramp edge grinds and no
additional compensation therefor.
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6
The lump sum price for Curb Ramp Edge Grind shall include full compensation for
furnishing all labor, materials, tools, equipment, personnel, and incidentals, and for doing
all the work involved with existing curb ramp edge grinds and no additional compensation
therefor.
Add Section 15-2.03 Remove Traffic Stripes and Pavement Markings
After existing traffic stripes and pavement markings have been removed, temporary
striping tabs must be installed and remain in place until slurry operations have begun.
The lump sum price paid for “Temporary Striping and Pavement Markings” include
payment for the following:
• Temporary striping and pavement markings to match proposed lane configuration
after existing traffic stripes and pavement markings have been removed.
• Temporary striping and pavement markings to match proposed lane configuration
after the application of slurry sealing.
DIVISION III EARTHWORK AND LANDSCAPE
20 LANDSCAPE AND IRRIGATION
Add to Section 20-1.01 General:
There are two types of landscape areas on this project:
1. Stormwater treatment areas
2. Conventional landscape areas
Bioretention areas receive a special soil mix and compost mulch not bark mulch, per plans
and specifications.
All other landscape areas that do not receive bioretention soil mix shall be amended with
compost per the specifications.
Add to Section 20-1.02 MATERIALS:
TREE WATERING BAGS:
1. Trees not served by irrigation to be installed with manual tree watering bags,
Treegator 20-gallon slow-release watering bag, or approved equal.
Replace Section 20-1.02D Organic Soil Amendments with:
FINE COMPOST
1. Compost for soil amendment and preparation to be a well decomposed, stable,
weed free organic matter source derived from waste materials including yard
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7
debris, wood wastes or other organic materials. Compost to have a dark brown
color and a soil like odor. Compost exhibiting a sour or putrid smell, containing
recognizable grass or leaves, or is hot (120f) upon delivery or rewetting is not
acceptable.
2. Compost facility and compost material must meet the following requirements:
Inspected and regulated by the local enforcement agency for CalRecycle. The past
3 inspection reports to be submitted verifying compliance with title14 requirements
of the process to further reduce pathogens (pfrp), fecal coliform and salmonella
testing and pathogen and epa, 40 cfr 503 regulations.
Certified through the uscc seal of testing assurance (sta) program (a compost
testing and information disclosure program).
Analyzed by a laboratory that is enrolled in the us composting council’s compost
analysis proficiency (cap) program and using approved test methods for the
evaluation of composting and compost (tmecc).
Facility must provide proof of compost testing within 120 calendar days prior to
delivery of material to project site.
Apply a four-inch lift of compost during cultivation.
Replace Section 20-1.02E Fertilizer:
AMENDMENTS AND MYCORRHIZAL FUNGI INOCULANT
Apply to all new planting holes, including bioretention areas:
Granular Tri-c myco Revival Plus applied at the manufacturer’s recommended rates
based on plant material container size.
Revise Section 20-1.03C(2) Remove Existing Plants:
Revise to increase removal depth: Removal of existing plants includes removing their
stumps and roots 2 inches or larger in diameter to a minimum depth of 24 inches
below finished grade.
Revise Section 20-1.03D Cultivation:
All planting areas, except bioretention areas to be cultivated.
Revise to increase cultivation depth: Repeat cultivation until the soil is loose to a
minimum depth of 12 inches.
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8
Add: Remove native soil as needed prior to adding amendments, to allow for addition
of compost amendment and mulch to achieve final grades.
Place compost amendment and till to a depth of twelve inches. Provide additional
amendments or adjust soil preparation if directed per the soil analysis (per 10.3.3 Soils
Management Report) recommendations and approved by owner/owner’s
representative.
Roll compact soil to achieve compaction of 85% of dry weight density in areas where
plantings are located.
After natural settlement and light rolling, the complete work to conform strictly to the
lines, grades and elevation indicated, under the contract without additional cost to the
City.
Finish grading of landscape areas: fine grade all prepared planting areas to lines and
grades shown on plans and as specified within this section. Finish grade to account
for placement of specified mulch.
Top of finished mulch surface to be 1/2” below adjacent pedestrian or bicycle paths
unless otherwise specified on civil grading plans.
Add to Section 20-1.04 PAYMENT:
Trees to be paid as each regardless of species.
Add to Section 20-3.01B(2) Plants:
1. Contractor to submit proof of acquisition of plant material within 60 days of
signed contract.
2. Any requests for plant material substitutions must be accompanied by
documentation of inability to locate plants, including a list of plant nurseries
contacted (minimum of three).
Substitutions may be denied if plant material is available at regional wholesale
nurseries.
Remove Section 20-5.03A(3)(c) Treatment of Soils:
Do not apply pre-emergent herbicide for weed control.
Contractor to carry out manual removal of weeds prior to planting.
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9
Add to Section 20-5.03 INERT GROUND COVERS AND MULCHES:
3. Mulch to be applied to all planting areas.
4. Mulch varies by area type:
Bioretention areas: 3” depth fine compost as specified in addition to Section 20-
1.02D.
All other planting areas: 3” depth walk on bark – fir bark mulch, 1” pieces and
smaller.
Submit samples approval.
Mulch to be free of weed seeds, or substances injurious to plant growth.
DIVISION V SURFACINGS AND PAVEMENTS
37 BITUMINOUS SEALS
Add to Section 37-3.02A General
Slurry seal must be Type II. Use Polymer Modified Asphaltic Emulsion with 2% latex
additive.
Add to Section 37-3.03A General
Not all frames, covers, grates, or manholes are shown on the Plans. The Contractor is
responsible for examining the site of work. A submission of a bid is conclusive evidence
that the bidder has investigated the local conditions to be encountered.
Add to Section 37-3.03(D)(2)(a) General
Locations of bike lane edge grind are identified on 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.
Payment shall be as described in Section 15-2.02B(7).
Replace Section 37-3.03D(4)(a)(i) General with:
Roll all seal material with a pneumatic tire roller, a minimum of three coverages, prior to
allowing traffic on the surfaced roads. After placement of seal material surfaced roads
must be opened to traffic no later than 3 hours after the seal material has been placed
and no later than 4:00 p.m. in the evening. Quantities of seal placed daily must be
adjusted to accommodate road-opening schedule.
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.
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10
Overlapping passes are part of the coverage being made and are not part of a subsequent
coverage. Do not start a coverage until completing the previous coverage.
Add to Section 37-3.03D(4)(b) Slurry Seal
Thru-traffic lanes must be spread in full lane widths only. Slurry seal must be spread at a
rate within the ranges shown in the following table for pounds of dry aggregate per square
yard:
Slurry Seal Type Location Spread Rate
(lb of dry aggregate/ sq yd)
Type II1 Full Lane Width 14+/-1
Notes:
1. For slurry seal over asphalt concrete pavement.
During slurry seal operations, You are responsible for:
1. Verifying that the slurry seal emulsion being used will allow for rolling within the
specified time frame.
2. Adjusting the mixture for changes in weather conditions, as appropriate.
3. Sweeping the surface approximately 24 hours and 30 days after placement and as
directed by the Engineer. See section 13-7.02 Street Sweeping.
4. Sweeping in such a manner as to remove loosened or shed aggregate particles
without damaging the new surface.
39 ASPHALT CONCRETE
Add to Section 39-1.0A Summary
Contractor must phase milling and pavement operations such that public traffic is not
directed to traverse milled surfaces, including remaining asphalt or base material.
Contractor must submit phasing plan for review and approval.
Add to Section 39-1.02B MATERIALS, Tack Coat
All vertical edges to be paved against shall be tack coated. These include, but are not
limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete
edges.
Replace Section 39-1.02F MATERIALS, Reclaimed Asphalt Pavement (RAP) of
City Specifications with:
Maximum of 15% RAP may be used in the pavement mix for the 3/4" HMA Mix base
course of paving operations. The final lift of 1/2" HMA Mix surface course and 3/8” HMA
Mix leveling course must use virgin asphalt concrete.
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11
Add to Section 39-1.03 HOT MIX ASPHALT DESIGN REQUIREMENTS
Mix voids to be targeted at 4.0%. TSR to be minimum 70 in accordance with CTM 371.
Replace the first and second sentence of Section 39-1.04F Density Cores with: To
determine density for Standard and QC/QA construction process projects, 4- or 6-inch
diameter density cores may be required by the Engineer at random locations up to 5
calendar days after placement. Frequency of density cores are at the discretion of the
Engineer.
Add to Section 39-6 Payment
The contract price paid per square foot of Remove and Replace AC (Detail I, Sheet 24)
patch repairs shall include full compensation for all labor, materials (including hot mix
asphalt), tools, equipment and incidentals for completing AC patch repairs to the length,
depth, and width shown on the plans. Work includes, but is not limited to, saw-cutting,
grinding, removal and disposal of existing pavement, compaction of underlaying
materials, tack coat, and placement and compaction of asphalt.
DIVISION VII DRAINAGE FACILITIES
71 EXISTING DRAINAGE FACILITIES
Add to Section 71-1.03 Construction
Contractor shall remove existing storm drain frame and cover and install new custom
dimension frame and custom dimension Type 18-8S/24-10S storm drain grate per
Caltrans Standard plans D77A & D77B to fit existing infrastructure. Contractor shall
modify the existing storm drain inlet to allow for the new frame and cover to fit flush with
the finished surface.
Add to Section 71-1.04 Payment
The contract each item price for “Modified Type 24-10S Storm Drain Grates” shall include
full compensation for furnishing all labor, materials, tools, equipment, personnel,
modifying existing drain inlet, removal of existing storm drain frame and cover, adjusting
new frame and grate to finish surface, incidentals, and for doing all the work involved with
the installation of the storm drain grate and no additional compensation therefor.
DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.03 Construction
You must meet with the Engineer for an average of 1.5 hours total per ramp to complete
the following coordination tasks:
1. Before saw-cutting to agree on the limits of demolition and removal.
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12
2. After formwork is set, to verify that grades meet those stated on the Plans.
3. Upon completion of new curb ramp installation to verify finished grades.
Curb ramps have been designed to comply with the current Caltrans Standard Plan detail
RSP A88A and City Std. 4440. Field modifications to the design plans, if approved by the
Engineer, must meet the dimensional and slope requirements of Standard Plan RSP
A88A. When measuring the ADA facility’s dimensions and slopes, consider the required
dimension or slope to have been met if the recorded individual measurements comply
with the following:
• Dimensional measurement does not exceed ½-inch from the dimension shown,
i.e. ½-inch less than a minimum dimension, or ½-inch greater than a maximum
dimension.
• Slope measurement does not exceed 0.2 percent from the slope shown.
You must give the City a 24-hour notice for inspection of formwork before pouring the
concrete.
You must calibrate all levels used in construction at the beginning of each workday. You
must ensure that new ramp flowlines do not create any "ponding" areas.
You cannot saw-cut and demolish more than 2 corners at any given intersection in order
to allow pedestrian travel.
Curb ramp spandrel design may vary from Engineering Standards, as directed by the
Engineer, in order to accommodate ramp landing.
You are responsible for storing existing signs and boxes for reuse.
Add to Section 73-1.04 Payment
As shown on the bid item list, each new curb ramp will be paid in lump sum for all work
shown on the plans for the individual corner, The lump sum price includes all work shown
on the Plans, as specified in the Standard Specifications and these Special Provisions.
For all corner curb ramps (not including those with a new bulbout), bid item shall include
all the work between curb returns within ramp area. For all new bulbouts, bid item shall
include all the work in the bulbout detail indicated. For all Case C type ramps, bid item
shall include all the work in the curb ramp detail indicated.
Lump sum for these items also includes work for:
1. public notices
2. layout
3. elevation control
4. tree protection
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13
5. protection of existing utilities and improvements
6. saw-cutting
7. demolition
8. removal and disposal of demolished material
9. formwork
10. curb painting
11. temporary cold mix
12. relocation of signs
13. furnishing and installation of new signs, post and sleeves
14. furnishing and installation of new pull boxes
15. installation of curbs, curb & gutter, cross gutter spandrel, sidewalk
16. reinstalling existing utility boxes, pull boxes, and mailboxes
17. furnishing and installing tree grate frames
18. adjustment of existing utility manholes, pull boxes, vaults, etc.
19. reinstalling sidewalk underdrains
20. adjustment of fire hydrant spools
21. landscape replacement, if applicable
22. repair of existing irrigation systems, if damaged & modifications as needed
23. protection of existing utilities and restoration of existing improvements
24. protection and restoration of existing benchmarks
25. cleanup
Payment for varying widths of “paveouts” per plans required by City Standards are
included in the applicable curb ramp replacement lump sum price.
Full compensation for concrete cross gutters is paid on a square footage basis as shown
in the bid item list and is identified as the portion of the cross gutter between gutter
spandrels.
Bid items 2, 3, 4, 6, 7, 8, 9, 11, 12, 18, 20, 21, 22 and 23 are measured outside of Curb
Ramp and Bulbout limits as described above.
77 LOCAL INFRASTRUCTURE
Add to Section 77-1.01 EXCAVATION AND RESTORATION, GENERAL;
Protection and restoration of survey monuments and benchmarks must comply with
Section 5-1.26 and 5-1.36.
Add Section 77-4.02 MATERIALS:
Honeycomb CalTrans 18-8S or 24-10S to be used to replace existing storm drain inlets
where called out by plan. New grate shall be installed per CalTrans standard D77B,
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SPECIAL PROVISIONS
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14
dimensions per plan. Install Filterexx Stormexx clean catch basin inlet filter, or approved
equal.
Add Section 77-7 MISC GRADING AND LANDSCAPING WORK:
Add Section 77-7.01 GENERAL:
If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ
from the existing grade by more than 1”, the contractor shall temporarily remove the
existing landscaping, irrigation systems or ground cover, grade to match to back of new
construction to the satisfaction of the engineer, then replace the landscaping, irrigation or
ground cover.
Any plantings, irrigation systems, ornamental ground covers or other items on private
property shall be protected or restored during these activities.
Temporary Easement Area (bike path area, Appendix F): The Contractor’s restoration
responsibilities shall include, but not be limited to: (i) removal of all improvements,
equipment or materials within the Temporary Easement Area;· (ii) mounding of the same
topsoil which was originally removed in the excavation process, in all areas excavated by
the Contractor such that the mounded areas shall settle to the approximate depth of the
surrounding surface after the construction activities; (iii) the filling in and repairing of all
other portions of the private property which are damaged, rutted or otherwise disturbed
as a result of the Contractor’s operations with the same topsoil existing prior to said
construction activities as necessary such that all disturbed areas are ready for re-
vegetation; (iv) compacting the soil after it is backfilled to a density acceptable to property
owner; (v) grading the areas in which the soils were removed and relocated; and (vi)
leaving the private property and the Temporary Easement Area in a condition which is
clean, free of debris and hazards which may be caused by the Contractor’s activities, and
subject to neither, environmental hazards, nor liens caused by the Contractor’s activities.
Add Section 77-7.04 PAYMENT:
The price per square foot of grading and landscaping work shall include the protection of
existing facilities, the grading activities and restoration of existing facilities once the
grading activities are complete. This item also includes the replacement of landscaping
and irrigation features as needed to complete work.
Add Section 77-8 MISC GRADING AND HOT MIX ASPHALT:
Add Section 77-8.01 GENERAL, Summary:
If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ
from the existing grade by more than 1”, and the adjacent material is a hot mix asphalt
driveway or alley, that material shall be removed and replaced to the satisfaction of the
engineer.
Page 562 of 753
SPECIAL PROVISIONS
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15
At least 5 foot of the existing hot mix asphalt facility must be sawcut and removed. The
contractor shall then grade between the existing facility and new construction, ensuring
slopes do not exceed 15%. Next, prime and place the hot mix asphalt per City standards,
ensuring a minimum of 5 inches of HMA.
Add Section 77-8.04 PAYMENT:
The price per square foot of grading and HMA work shall include sawcutting and removal
of the existing facilities, grading to ensure the finished slope between the existing facilities
and driveway does not exceed 15%, as well as the placement of new HMA.
Add Section 77-9 MISC GRADING AND CONCRETE:
Add Section 77-9.01 GENERAL:
If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ
from the existing grade by more than 1”, and the adjacent material is concrete, that
material shall be removed and replaced to the satisfaction of the engineer.
At least 4 foot or the first construction joint of the existing concrete facility must be sawcut
and removed. The contractor shall then grade between the existing facility and new
construction, ensuring slopes are reasonable for the connecting facility. Concrete shall
be Class 3 and 4 inches thick while conforming to City sidewalk details.
Add Section 77-9.04 PAYMENT:
The price per square foot of grading and concrete work shall include the removal of the
existing facility, re-grading to ensure reasonable slope between the new and existing
facility, as well as the placement of the concrete needed to re-connect these facilities.
Add Section 77-10 MISC GRADING AND CONCRETE DRIVEWAYS:
Add Section 77-10.01 GENERAL:
If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ
from the existing grade by more than 1”, and the adjacent material is a concrete driveway,
that material shall be removed and replaced to the satisfaction of the engineer.
At least 4 foot or the first construction joint of the existing concrete facility must be sawcut
and removed. The contractor shall then grade between the existing facility and new
construction, ensuring slopes are reasonable for the connecting facility. Concrete shall
be Class 3, 6 inches thick with reinforcement, and conform to City driveway details.
Add Section 77-10.04 PAYMENT:
The price per square foot of grading and concrete work shall include the removal of the
existing facility, re-grading to ensure reasonable slope between the new and existing
facility, as well as the placement of the concrete needed to re-connect these facilities.
Page 563 of 753
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16
DIVISION IX TRAFFIC CONTROL DEVICES
84 MARKINGS
Add to Section 84-2.01A Summary,
Traffic Striping to be applied shall be per Caltrans Standard Plans 2015.
Contractor shall install temporary reflective tape to crosswalks near schools and for
markings in speed bumps prior to opening to traffic.
New crosswalk markings shall not be installed until all crosswalk warning signage and
flashing beacon systems (if applicable) are installed and operational. Otherwise,
temporary signage must be installed to convey “CROSSWALK CLOSED” to the
satisfaction of the engineer.
Add to Section 84-2.03C Application of Stripes and Markings:
All striping requiring pavement markers (i.e. Detail 9, Detail 37B, etc.) on one-way streets
shall be Type C RED-CLEAR RETROREFLECTIVE per Caltrans Revised Standard Plans
2015.
Add to Section 84-2.04 Payment
Bike lane buffer is measured along the linear foot and accounts for all striping and cross
hatching regardless of width of buffer.
Green bike lane coating is measured by the square foot for the area applied.
Details containing white pavement markings and green pavement paint (greenback
sharrow, greenback chevron, etc.) will be paid per detail and no additional compensation
will be allowed.
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.
Preformed thermoplastic will be allowed only when approved by the Engineer. Preformed
thermoplastic will not be allowed for lane line markings.
Add Section 84-6 BIKE LANE MARKINGS
84-6.01 Bike Lane Coating:
Bike lane coating must be SealMaster Color Safe (Appendix D) or approved equal.
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.
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17
84-6.04 PAYMENT
Payment must comply with section 84-2.04.
DIVISION XIII APPENDICES
Add 100-1.01
Refer to Appendix A: Form of Agreement
Refer to Appendix B: Caltrans Encroachment Permit (PENDING)
Refer to Appendix C: School Zones
Refer to Appendix D: Bicycle Lane Coating
Refer to Appendix E: Project Soils Report
Refer to Appendix F: Temporary Construction Easement Exhibit (PENDING)
Page 565 of 753
APPENDIX
APPENDIX
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
CERRO SAN LUIS GREENWAY, SPEC NO. 1000036
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.
Page 566 of 753
APPENDIX
APPENDIX
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
Page 567 of 753
APPENDIX
APPENDIX
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: ____________________
Page 568 of 753
APPENDIX
APPENDIX
APPENDIX B – CALTRANS ENCROACHMENT PERMIT
Page 569 of 753
APPENDIX
APPENDIX
APPENDIX C – SCHOOL ZONES
Page 570 of 753
APPENDIX
APPENDIX
APPENDIX D – BICYCLE LANE COATING
Page 571 of 753
APPENDIX
APPENDIX
APPENDIX E – PROJECT SOILS REPORT
Page 572 of 753
APPENDIX
APPENDIX
APPENDIX F – TEMPORARY CONSTRUCTION EASEMENT EXHIBIT
Page 573 of 753
Page 574 of 753
R ______
RESOLUTION NO. _____ (2022 SERIES)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS
OBISPO, CALIFORNIA, RENAMING THE ANHOLM NEIGHBORHOOD
GREENWAY AS THE CERRO SAN LUIS NEIGHBORHOOD
GREENWAY
WHEREAS, on September 4, 2018, the City Council adopted the Anholm Bikeway
Plan; and
WHEREAS, on February 5, 2019, the City Council adopted Resolution No. 10978
amending the name of the Anholm Bikeway Plan to be the Anholm Neighborhood
Greenway; and
WHEREAS, on November 24, 2020, the City Council adopted Resolution No.
11191 to promote awareness and facilitate the ability of property owners throughout the
city to remove racist covenants that may exist in their property deeds ; and
WHEREAS, the City of San Luis Obispo prioritizes the commitment to make San
Luis Obispo a welcoming, inclusive, and safe community for everyone, and to promot e
free thought and speech, while condemning racism, hate speech, bigotry, violence, and
prejudice; and
WHEREAS, the Anholm neighborhood historically included restrictive covenants
limiting property ownership for non-white individuals; and
WHEREAS, the greenway route is along the base of Cerro San Luis Mountain;
and
WHEREAS, the Cerro San Luis Mountain is one of the most prominent natural
landmarks to San Luis Obispo; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis
Obispo as that:
SECTION 1. The Anholm Neighborhood Greenway is now titled “Cerro San Luis
Neighborhood Greenway.”
Page 575 of 753
Resolution No. _____ (2022 Series) Page 2
R ______
SECTION 2. Resolution Number 10978 (2019 Series) is hereby superseded to the
extent inconsistent herewith.
Upon motion of Council Member ___________, seconded by Council Member
___________, and on the following roll call vote:
AYES:
NOES:
ABSENT:
The foregoing resolution was adopted this _____ day of _______________ 20 22.
___________________________
Mayor Erica A. Stewart
ATTEST:
______________________
Teresa Purrington
City Clerk
APPROVED AS TO FORM:
______________________
J. Christine Dietrick
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the
City of San Luis Obispo, California, on ______________________.
___________________________
Teresa Purrington
City Clerk
Page 576 of 753
R ______
RESOLUTION NO. _____ (2022 SERIES)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS
OBISPO, CALIFORNIA, AUTHORIZING USE OF CAPITAL PROJECTS
RESERVE FUND AND INFRASTRUCTURE INVESTMENT FUND TO
SUPPORT CERRO SAN LUIS NEIGHBORHOOD GREENWAY,
SPECIFICATION NO. 1000036
WHEREAS, in June of 2021, the City Council approved 2021-23 Financial Plan –
Capital Improvement Program, which identified the Anholm Neighborhood Greenway
Phase 2 with a total budget of $3,085,455 to support implementation of the Anholm
Neighborhood Greenway; and
WHEREAS, to provide funding to support curb ramp construction work for the
Project, staff is recommending the City Council approve use of $1,000,000 from the Capital
Projects Reserve Fund and $1,223,000 from the Infrastructure Investment Fund; and
WHEREAS, a balance of approximately $2,901,708 is available from the Capital
Projects Reserve Fund; and
WHEREAS, a balance of approximately $1,223,000 is available from the
Infrastructure Investment Fund for the Cerro San Luis Greenway Project or other Active
Transportation Projects consistent with action taken with the 2021-23 Financial Plan (City
Council Resolution No. 11251); and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis
Obispo as follows:
Page 577 of 753
Resolution No. _____ (2022 Series) Page 2
R ______
SECTION 1. The City Council authorizes staff to transfer $1,000,000 from the
Capital Project Reserve Fund and $1,223,000 from the Infrastructure Investment Fund to
Cerro San Luis Neighborhood Greenway, Specification No. 1000036.
Upon motion of _______________________, seconded by
_______________________, and on the following roll call vote:
AYES:
NOES:
ABSENT:
The foregoing resolution was adopted this _____ day of _____________________ 2022.
___________________________
Mayor Erica A. Stewart
ATTEST:
__________________________
Teresa Purrington
City Clerk
APPROVED AS TO FORM:
__________________________
J. Christine Dietrick
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the
City of San Luis Obispo, California, on ___________________________.
___________________________
Teresa Purrington
City Clerk
Page 578 of 753
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Anholm Neighborhood Greenway
Total project mileage: 1.7 Miles
Entire map and project is in an AB1550 area Page 579 of 753
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Bikeway Designations & Pedestrian Facilities
Total Project Mileage: 1.7 Miles
CAL POLY
UNIVERSITY
Enhanced Hi-Visibility Crosswalk Intersection
Pedestrain Hybrid Beacon (Completed October 2019)
Mission San Luis Obispo de Tolosa
Class 3 On-Street Bike Route 3000 Feet
Class 4 Separated Bike Lane 8800 Feet
Class I Bike Path 550 Feet
Future Neighborhood Greenway
Railroad
Downtown
New Park
Schools
Parks
City Open Space
Cal Poly University
Page 580 of 753
Page 581 of 753
Page 582 of 753
Page 583 of 753
Urban Greening Grant Program
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Page 584 of 753
Urban Greening Grant Program
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Page 585 of 753
Urban Greening Grant
Anholm Neighborhood Greenway
Concept Images
Class 1 Bike Path (550 Feet)
Class 3 On-Street Bike Route (3000 Feet)
Class 4 Separated Bike Lane (8,800 Feet)
Self-Watering Planter Boxes (Approx. 66)
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Page 586 of 753
For more information visit slocity.org/sloinmotion
BIDDING:
CERRO SAN LUIS
NEIGHBORHOOD
GREENWAY
Your Safe Path from
Playground to Plaza
RECOMMENDATIONS
1.Approve the renaming of the former Anholm Neighborhood
Greenway to the Cerro San Luis Neighborhood Greenway; and
2.Approve the project plans and specifications for Cerro San Luis
Greenway, Specification Number 1000036; and
3.Authorize staff to advertise for bids; and
4.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 $3,375,000; and
For more information visit slocity.org/sloinmotion 2
RECOMMENDATIONS
5.Authorize the City Engineer to approve Contract Change Orders in excess of $200,000
and up to the available project budget.
6.Adopt a Resolution entitled, “A Resolution of the City Council of the City of San Luis
Obispo, California, renaming the ‘Anholm Neighborhood Greenway’ to the ’Cerro San
Luis Neighborhood Greenway’”.
7.Approve sole source purchases for a decorative art fence and mural and authorize the
Public Works Director to award contracts related to design and installation of the public
art features up to the available project budget; and
8.Adopt a Resolution entitled, “A Resolution of the City Council of the City of San Luis
Obispo, California, authorizing use of Capital Projects Reserve Fund and Infrastructure
Investment Fund to support Cerro San Luis Neighborhood Greenway, Specification No.
1000036”, and appropriate $1,000,000 from the Capital Projects Reserve Fund and
$1,223,000 from the Infrastructure Investment Fund to the Project Account 1000036.
For more information visit slocity.org/sloinmotion 3
APPROVED PROJECT
OVERVIEW
1.1.7-mile route prioritizing
bicycle and pedestrian travel
2.Accessible infrastructure
3.Traffic calming features
4.Street and safety lighting
5.Urban greening and
stormwater management
For more information visit slocity.org/sloinmotion 4
PROJECT BACKGROUND
For more information visit slocity.org/sloinmotion 5
Broad Street
Bicycle
Boulevard
Anholm
Bikeway
Anholm
Neighborhood
Greenway
Cerro San Luis
Neighborhood
Greenway
CURRENT OFFICIAL NAME OF THE GREENWAY
For more information visit slocity.org/sloinmotion 6
“Anholm
Neighborhood
Greenway”
Reflective of the primary
neighborhood the greenway
route travels
OPTIONS: GREENWAY OFFICIAL NAME
For more information visit slocity.org/sloinmotion 7
1.No name change (Anholm Neighborhood Greenway).
2.Select the working name, “Cerro San Luis
Neighborhood Greenway”, as the official name.
3.Direct staff to conduct further community outreach
and return to Council with further naming options (this
may delay progress with the Foothill Boulevard
Complete Streets Project and jeopardize grant funding
for current Greenway Project).
BICYCLE FACILTIES
SAFER ROUTE TO SCHOOLS SAFER ROUTE THAT
ENCOURAGES MORE USERS
CONNECTS WITH OTHER
EXISTING AND FUTURE
GREENWAY FACILITIES
For more information visit slocity.org/sloinmotion 8
PEDESTRIAN FACILITIES
PROJECT SCOPE INCLUDES
PEDESTRIAN
IMPORVEMENTS
HIGH VISIBILITY
CROSSWALKS
INCORPORATES DRAINAGE
AND SUSTAINABILITY
IMPROVEMENTS
For more information visit slocity.org/sloinmotion 9
PUBLIC ART
ADD SHORT DESCRIPTION
FOR IMAGE HERE
For more information visit slocity.org/sloinmotion 10
PROJECT FUNDING
Current
Current Budget:
$3,085,455
Requested
Requested Additional Budget:
$1,520,125
Total
Total Project Budget:
$4,605,580
11
Mode of
Transportation
% of Total
Construction
Cost
Components
Pedestrian 47% Curb ramps, sidewalks, crosswalks, pedestrian
lighting, RRFB, portions of public art & landscaping
Bicycle 27% Protected bikeways, bikeway striping & pavement
markings, guide signage, bikeway landscaping,
portion of roadway improvements, landscaping
and public art.
Motor Vehicle 26% Roadway improvements, roadway signing &
striping
TOTAL: 100%
QUESTIONS FROM AGENDA CORRESPONDENCE
A. Explain discrepancy between construction contract award amount cited in
Recommendation #4 and engineer’s cost estimate shown in Fiscal Impact Table.
For more information visit slocity.org/sloinmotion 12
4.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 $3,375,000; and
QUESTIONS FROM AGENDA CORRESPONDENCE
A. Explain discrepancy between construction contract award amount cited in
Recommendation #4 and engineer’s cost estimate shown in Fiscal Impact Table.
For more information visit slocity.org/sloinmotion 13
QUESTIONS FROM AGENDA CORRESPONDENCE
B. Provide more information about pedestrian accessibility ramp design at
Broad/Murray intersection. Will this impact drainage?
For more information visit slocity.org/sloinmotion 14
QUESTIONS FROM AGENDA CORRESPONDENCE
B. Provide more information about pedestrian accessibility ramp design at
Broad/Murray intersection. Will this impact drainage?
For more information visit slocity.org/sloinmotion 15
QUESTIONS FROM AGENDA CORRESPONDENCE
B. Provide more information about pedestrian accessibility ramp design at
Broad/Murray intersection. Will this impact drainage?
For more information visit slocity.org/sloinmotion 16
QUESTIONS FROM AGENDA CORRESPONDENCE
C. Please provide more information on the proposed retaining walls shown on the
project plans.
For more information visit slocity.org/sloinmotion 17
QUESTIONS FROM AGENDA CORRESPONDENCE
C. Please provide more information on the proposed retaining walls shown on the
project plans.
For more information visit slocity.org/sloinmotion 18
QUESTIONS FROM AGENDA CORRESPONDENCE
C. Please provide more information on the proposed retaining walls shown on the
project plans.
For more information visit slocity.org/sloinmotion 19
QUESTIONS FROM AGENDA CORRESPONDENCE
C. Please provide more information on the proposed retaining walls shown on the
project plans.
For more information visit slocity.org/sloinmotion 20
QUESTIONS FROM AGENDA CORRESPONDENCE
D. Can you please describe the planned neighborhood/public outreach and education campaign planned as part of the project to
educate neighbors and traveling public on the new facilities?
1.Direct Neighborhood Mailers
a)Project background, construction schedule, City contact information
b)Info on where to place waste bins next to protected bikeway
c)Info on how to safety turn into/out of driveways crossing sidewalk and bikeway
d)How to properly close bike lane for temporary home construction/deliveries w/ City approval
2.Public Outreach and Education –Using all City Media Channels & Advocacy Resources
a)Safety tips for drivers, peds, bikes navigating protected bikeways
b)Performance Monitoring Plan –Before and After Studies on multimodal traffic volumes, parking conditions,
collision trends, user survey (residents and peds/bikes navigating corridor)
For more information visit slocity.org/sloinmotion 21
QUESTIONS FROM AGENDA CORRESPONDENCE
E. What are the camera devices some neighbors have noticed lately around town?
For more information visit slocity.org/sloinmotion 22
QUESTIONS FROM AGENDA CORRESPONDENCE
F. Is the CSL Greenway consistent with the project descriptions and
bikeway facility definitions in the Active Transportation Plan?
For more information visit slocity.org/sloinmotion 23
QUESTIONS FROM AGENDA CORRESPONDENCE
H. How will bikeway turning movements work at the Chorro/Mission intersection?
For more information visit slocity.org/sloinmotion 24
RECOMMENDATIONS
1.Approve the renaming of the former Anholm Neighborhood
Greenway to the Cerro San Luis Neighborhood Greenway; and
2.Approve the project plans and specifications for Cerro San Luis
Greenway, Specification Number 1000036; and
3.Authorize staff to advertise for bids; and
4.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 $3,375,000; and
For more information visit slocity.org/sloinmotion 25
RECOMMENDATIONS
5.Authorize the City Engineer to approve Contract Change Orders in excess of $200,000
and up to the available project budget.
6.Adopt a Resolution entitled, “A Resolution of the City Council of the City of San Luis
Obispo, California, renaming the ‘Anholm Neighborhood Greenway’ to the ’Cerro San
Luis Neighborhood Greenway’”.
7.Approve sole source purchases for a decorative art fence and mural and authorize the
Public Works Director to award contracts related to design and installation of the public
art features up to the available project budget; and
8.Adopt a Resolution entitled, “A Resolution of the City Council of the City of San Luis
Obispo, California, authorizing use of Capital Projects Reserve Fund and Infrastructure
Investment Fund to support Cerro San Luis Neighborhood Greenway, Specification No.
1000036”, and appropriate $1,000,000 from the Capital Projects Reserve Fund and
$1,223,000 from the Infrastructure Investment Fund to the Project Account 1000036.
For more information visit slocity.org/sloinmotion 26
THANK YOU!