Agenda packet — San Luis Obispo City Council, July 19, 2022 (part 4 of 7)

Item 7a
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 allway-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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Item 7a
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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Item 7a
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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Item 7a
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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Item 7a
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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Item 7a
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 inconstruction 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 asphalt 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/PageContent/Real-Estate-Services-Division-Resources-List-Folder/DGS-California-Construction-Cost-IndexCCCI

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Item 7a
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 Luis 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

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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)

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CITY LIMITS

CITY LIMITS
CIVIL:C-1.1 TITLE SHEET, VICINITY MAP, SHEET SUMMARYC-1.2 GENERAL NOTES, LEGEND, SHEET INDEXC-1.3 KEY MAPC-2.1 TO C-2.2 DEMOLITION PLANSC-3.1 TO C-3.16 STREETS, SIGNAGE & STRIPPING - PLAN & PROFILESC-4.1 TO C-4.49 CURB RETURNSC-5.1 TO C-5.2 DETAILS ELECTRICAL:E-0.1 ELECTRICAL NOTES, LEGEND AND SINGLE LINE DIAGRAMSE-1.1 ELECTRICAL PLAN - BIKE PATHE-1.2 ELECTRICAL PLAN - CHORRO UNDERPASSLANDSCAPE:LP001 TO LP502 PLANTING PLANS AND DETAILSLI001 TO LI502 IRRIGATION PLANS AND DETAILS STRUCTURAL:S-101 SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTION & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILS NOTES:

1.FOR FULL CIVIL SHEET INDEX LIST SEE SHEET C-1.32.FOR CIVIL KEY MAP SEE SHEET C-1.3 HORIZONTAL CONTROL FOR POINTS 8029 & 8026 AS PUBLISHED
IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL
NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.

VERTICAL CONTROL BENCHMARK NO. 195 WITH AN ELEVATION
OF 252.72 L&T 12± WEST OF EASTERLY DRIVE APPROACH TO

SHELL STATION AT FOOTHILL & BROAD AS PUBLISHED IN THE
CITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'S

BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88).

Reference Documents:

City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition DATUM:

SAN LUIS OBISPO COUNTY, CALIFORNIA

CERRO SAN LUIS GREENWAY

APPROVED BY
SPECIFICATION NO. DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date JUNE 2, 2022
1000036 FILE NO./LOCATION
No. C 79870
BRIA N A. NELSON

C I V I L
C-1.1

TOPOGRAPHIC SURVEY
PREPARED BY: RRM DESIGN GROUP
DATE: NOVEMBER 10, 2021
PROJECT No.: 1417-05-CU21
1417-05-CU21

SHEET SUMMARY

Page 439 of 783 ends

X X
> >
^ ^ ^ ^
SD

PROPERTY/RIGHT-OF-WAY LINE

CENTER LINE

EASEMENT LINERETAINING WALLFENCE LINEFLOW LINE

GRADE BREAK

SAWCUT AND CONFORM LINESTRIPINGTYPE II SLURRY SEAL

CONCRETE (PCC) PAVEMENT

ASPHALT (HMA) PAVEMENT

CLASS II AGGREGATE BASE SHOULDER

STORM DRAINSTORM DRAIN LINE
W
SS
SD
OH

EXISTING DRIVEWAYEXISTING VALVEEXISTING FIRE HYDRANTEXISTING CLEANOUTEXISTING OVERHEAD POWER POLEEXISTING MANHOLEEXISTING SIGNEXISTING WATEREXISTING SEWEREXISTING STORM DRAINEXISTING OVERHEAD LINESEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR 315315
S SD
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY

AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036

ABBREVIATIONS

AB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVE

BCR BEGIN CURVEBW BACK OF WALK
CB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETE DBH 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 POINT

IPS IRON PIPE SIZE

JT JOINT TRENCH
LP LOW POINTEL. MAXIMUM
MIN. MINIMUM
NTS 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 WATER SD 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 WALL

UON UNLESS OTHERWISE NOTED

W WATERWSE WATER SURFACE ELEVATION
PCRS:

THE PROJECT CONSISTS OF:
x ROAD AND PARKING SURFACE REPAIRx SIDEWALK AND BIKE PATHx CURB AND GUTTER IMPROVEMENT OR REPLACEMENTx TRAILS AND PATHWAYSx CURB RAMP IMPROVEMENTS THE PROJECT IS SUBSEQUENTLY EXEMPT FROM CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032. REFER TO PROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.

STORMWATER COMPLIANCE

GENERAL NOTES
C-1.2

RAW EARTHWORK QUANTITIES (BIKE PATH)
AREA OF DISTURBANCE: 26,000 SQUARE FEET
MAXIMUM CUT HEIGHT: 4.0 FEET
MAXIMUM FILL HEIGHT: 1.0 FEET
RAW CUT: 1,150 CUBIC YARDS
RAW FILL: 920 CUBIC YARDS
ADJUSTED FILL:
(ASSUMED 25% SHRINKAGE) 1,150 CUBIC YARDS
NET QUANTITY: 0 CUBIC YARDS
THE 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 FIELD CONDITIONS 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 ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE HINGE POINTS IN ORDER TO 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 RAW EARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORK QUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF BIDDING, COST ESTIMATES AND CONSTRUCTION.

PROJECT SOILS REPORT
PREPARED BY:

EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE ROAD
SAN LUIS OBISPO, CA 93401
DATE: November 12, 2021
UPDATED: N/A
REPORT NAME:

GEOTECHNICAL ENGINEERING REPORT

ANHOLM NEIGHBORHOOD GREENWAY

SAN LUIS OBISPO, CALIFORNIA
PREPARER: Robert Down, PE
LICENSE: PE 70206
SKY
BLM
SKY

1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.

2. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY 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 AND DURING THE ENTIRE LENGTH OF THE CONTRACT.

5. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE

CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN

THE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.

6. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING INAN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.

7. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.

8. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.

9. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL

BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.

10. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION.

11. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE A

CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECTBENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26.

12. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.

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 BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.

14. ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OF PAVING WORK.

15. CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.16. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.

17. ALL PAVEMENT MARKINGS, STRIPING, AND SIGN LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION.

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 TO IMPROVEMENTS.

20. GREEN PAINT AT BIKE LANES SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED EQUIVALENT PER SECTION 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 NOT FORM. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION.

GENERAL NOTES:

LEGEND:

1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY.

2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES:
a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREES b. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENT c. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREES d. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY.

TREE PROTECTION
PER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT:

1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTORE AREAS IMPACTED

BY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATED ON THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TO PRE-CONSTRUCTION CONDITION UPON COMPLETIONOF CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT AND MATERIALS; 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 THAT

CREATE 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 A

COMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD AND FOR THE LENGTH OF THE PROPERTY 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 EIGHT TREES 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 WAY AGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BID DOCUMENTS.

LDS BIKE PATH NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH ENGINEER PRIOR TO SAWCUTTING AND DIG.

2. FIELD VERIFY WITH ENGINEER PRIOR TO REMOVAL OF BASE FAILURES. DIGOUTS OF BASE FAILURES SHALL BE REMOVED AND REPLACED PRIOR TO FIRST LIFT. DEPTH OF BASE DIGOUT TO BE DETERMINED BY GEOTECHNICAL ENGINEER.

3. ASSUMED CLASS II AGGREGATE BASE SUBGRADE ASSUMED TO BE SUFFICIENT AND TO BE PROTECTED IN PLACE. PRIOR TO CONSTRUCTION, ANY CHANGE IN DEPTH OF HMA OR CLASS II AGGREGATE BASE SUBGRADE 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 THE DESIGNATED 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 NOTES

Page 440 of 783 ends

C-3.2
C-3.2
C-3.3 C-3.4 C-3.6
C-3.6
C-3.7
C-3.7
C-3.8
C-3.8
C-3.9
C-3.9
C-3.10
C-3.10
C-3.11
C-3.11
C-3.13
C-3.13
C-3.14
C-3.15
C-3.1
C-3.11
PROPOSED SHEET NUMBERS, TYP. C-3.1
C-3.16
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY

AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
0 500 feet
1" = 250'
250 750
KEYMAP
1" = 250' HORIZONTAL SCALE
KEYMAP
C-1.3
SKY
BLM
SKY

CIVIL SHEET INDEX LIST

SHEET NUMBER SHEET TITLE
C-1.1 TITLE SHEETC-1.2 GENERAL NOTESC-1.3 KEYMAPC-2.1 EXISTING CONDITIONS BIKE PATH [10+00 - 13+50]C-2.2 EXISTING CONDITIONS CHORRO [33+25 - 42+25]C-3.1 FERRINIC-3.2 FERRINIC-3.3 BIKE PATH [10+00 - 13+50]C-3.4 BIKE PATH [13+50 - 15+32]C-3.5 BIKE PATH RETAINING WALLC-3.6 RAMONA [10+00 - 17+86]C-3.7 BROAD [10+00 - 18+75]C-3.8 BROAD [18+75 - 27+60]C-3.9 MISSION [11+00 - 18+25]C-3.10 CHORRO [10+00 - 17+50]C-3.11 CHORRO [17+50 - 26+50]C-3.12 LINCOLN [6+05 - 9+00]C-3.13 CHORRO [26+50 - 29+50]C-3.14 CHORRO [29+50 - 38+00]C-3.15 CHORRO [38+00 - 41+50]C-3.16 CHORRO [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 DETAILS

Page 441 of 783 ends

SD SD SD SD SD SD SD SD SD SD SD SD
SD
^
^ ^ ^ ^ ^
10+00
11+00
12+00 13+00 14+00 15+00 15+69
11+00 12+00
245
245
245
244
243
235
235
236
20' EASEMENT
20' EASEMENT
20' EASEMENT
20' EASEMENT
240
245
241
239
238
242
243
244
20' TEMPORARY

CONSTRUCTION

EASEMENT
20' TEMPORARY

CONSTRUCITON

EASEMENT
NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO "UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES 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 NOTES
REMOVE 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 POST CAN BE SALVAGED PER CITY STD 7215.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

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. 123456
123456789
10111213

PROTECT AND PRESERVEEXISTING PILASTERS, FENCE AND
CONCRETE 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. / LOCATION

CERRO SAN LUIS GREENWAY

AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
BIKE PATH [10+00 - 15+32] 20 60
EXISTING CONDITIONS BIKE PATH [10+00 - 13+50]
C-2.1
SKY
BLM
SKY
6 1
6 30"x24"

CAL FRESH SHOPPING CENTER
(NOT A PART)

PROTECT AND PRESERVEEXISTING WALL (TYP)
2 REMOVE EXISTING PILASTER

AND FOUNDATION

REMOVE EXISTING FENCE AND
CONCRETE MOW STRIP (APPROX 25 LF)
6 PROTECT AND PRESERVEEXISTING PILASTER
1 1 1 1 1

LDS CHURCH
(NOT A PART)
6 2
2 8"
5 2
1 REMOVE EXISTING PILASTER

AND FOUNDATION

PROTECT AND PRESERVEEXISTING WALL (TYP)
2 6
6 REMOVE EXISTING FENCE AND
CONCRETE MOW STRIP (APPROX 50 LF).

REMOVE ALL EXISTING VEGETATION

LOCATED BETWEEN EXISTING BACK OF
WALK AND ROW.

REMOVE EXISTING MOW
STRIP (APPROX 20 LF)

REMOVE EXISTING PILASTER

AND FOUNDATION

PROTECT AND PRESERVE

EXISTING PILASTER
6 2 2
1 1

REMOVE AND REPLACEEXISTING DAMAGED

CONCRETE PANEL
11 11 12"
11 4"
11 12
12 12
12 12
13 12" 11
11 11
11 8" 11
11 6" 13
6" 11

Page 442 of 783 ends

SS SS SS SS SS
^ ^ ^ ^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
38+00 39+00 40+00 41+00 42+00 10+00

INTERSECTION DATA
STA=41+11.41 CHORROSTA=10+00.00 PALM
N=2299274.99E=5766592.03
222
223
224
221
222
222
223
223
NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

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. 123456
123456789
10111213

SS SS SS SS
SS SS

SS SS SS SS SS SS SS SS SS SS SS SS
^
^
^
^^
^
^
^
^
^
^^^^
^^
^
^
^
^
^
^
^
^ ^
^ ^
^
^^
^
^
^
^
^
^
^^ ^ ^
^ ^
^^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^ ^ ^
^
34+00 35+00 36+00 37+00 38+ 10+00
10+00

INTERSECTION DATA
STA=37+51.26 CHORRO
STA=10+00.00 MILL
N=2299572.28
E=5766388.73

INTERSECTION DATA
STA=33+91.02 CHORROSTA=10+00.00 PEACH
N=2299870.04E=5766185.96
200 205 198 199 210 215 201 202 203 204 206207 208209 211212213214216 217 218 219
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY

AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
CHORRO [38+00 - 42+25] 20 60

MATCHLINE - SEE ABOVE
EXISTING CONDITIONS CHORRO [33+25 - 42+25]
C-2.2
SKY
BLM
SKY
2 5
1 1
2 2
6 1 3
2 4
6 2
9 2
6 6 6 1 1 6
2 4
30"X24" 9 9
2 2 5
9 5
9 SEE AC MILL AND FILL NOTES FOR AREA WITHIN

EXISTING ROADWAY BETWEEN EXISTING CURBS
9 6
2 2
9 6
2 2
5 4
6 2
9 6
9 2 2
0 40 feet
1" = 20'
CHORRO [33+25 - 38+00] 20 60

MATCHLINE - SEE PREVIOUS SHEET
1" = 20' HORIZONTAL SCALE
MATCHLINE - SEE BELOW 5
1 4
5 5
4 4
3 2
4 2
1 1
2 4
6 4
5 5
5 5
3 6
6 6
4 2
3 2
2 2
2 4
6 6
1 4
2 2
6 6
6 6
6 6
6 2
6 6
6 2
6 1
2 2
REMOVER AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD 4030 AND 4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE AND REPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (12" MAX AGGREGATE).

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CITY AND

CITY ARBORIST IF ADJACENT PINE TREE, WHICH IS SUSPECTED TO BE UPROOTING

THE PAVEMENT, WILL BE IMPACTED BY HMA AND DIGOUT REPAIRS 6 6
5 2
30"X24"
2 2
1 1
2 30"X24"
2 2
1 2

Page 443 of 783 ends

GREEN WAY GREEN WAY
^
^
^
^
^
^
^
10+00
11+00
12+00
13+00
265
270
275
280
285
266
267
268
269
271
272
273
274
276
277
278
279 281 282 283 284 286

YELLOW HI-VIS CROSSWALK
PER ENG STD 7350
35 LF
DETAIL 22
80 LF
GRIND STOP BAR AND LEGEND.

INSTALL STOP BAR AND LEGEND IN
SAME LOCATION PER PLAN. 22 SF
DETAIL 22
47 LF
SEE SHEET C-4.2 FOR CURB RETURN
SEE SHEET C-4.1 FOR CURB RETURN
DETAIL 1
393 LF CONT.

DETAIL 22,
35 LF
"STOP" LEGEND
22 SF, TYP

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP
GRIND STOP BAR AND LEGEND.

INSTALL STOP BAR AND LEGEND IN
SAME LOCATION PER PLAN. 22 SF

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP
12" WHITE
25 LF
12" WHITE
18 LF
12" WHITE15 LF
'HUMP" LEGEND
25 SF, TYP
'SCHOOL"
LEGEND
35 SF, TYP
NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD 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 NOTES
CONSTRUCT 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 CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION 20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES 12" 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" MAX AGGREGATE).

REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.
123456789
1011

WAY GREEN

GREEN WAY

GREEN WAY
7+85 8+00
9+00

SEE LANDSCAPE

PLANS FOR THIS AREA
DETAIL 22
53 LF
DETAIL 22
33 LF
DETAIL 1
104 LF
GRIND STOP BAR AND LEGEND.

INSTALL STOP BAR AND LEGEND IN
SAME LOCATION PER PLAN.
22 SF
GRIND STOP BAR AND LEGEND.

INSTALL STOP BAR AND LEGEND IN
SAME LOCATION PER PLAN. 22 SF

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

YELLOW HI-VIS CROSSWALK PER
CITY STD 7350 (65 LF)

GREENWAY SIGN WITH

RIGHT TURN ARROW
ON 12' PUNCH POST

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

TYPE IV ARROW (R)
12" WHITE
25 LF

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP
GRIND STOP BAR AND LEGEND.

INSTALL STOP BAR AND LEGEND IN
SAME LOCATION PER PLAN. 22 SF
12" WHITE17 LF
12" WHITE
17 LF
DETAIL 22, 27 LF
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY

AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
FERRINI 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

FERRINI
C-3.1
SKY
BLM
SKY

MATCHLINE - SEE BELOW
0 40 feet
1" = 20'
FERRINI 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW MATCHLINE - SEE NEXT SHEET
MATCHLINE - SEE ABOVE 7 7
7 7
7 4
4 6
6 3
3 10

Page 444 of 783 ends

SS SS SS SS SS SS SS SS SS SS SS
GREEN
WAY
10+00
11+00
21+00
19+00 20+00
12+00
13 INTERSECTION DATA
STA=12+00.00 FOOTHILL
STA=20+99.91 FERRINI
N=2303965.31
E=5763829.42
245 245
250
246
248
249 251
245

BIKE SYMBOL &
ARROW, 10.5 SF TYP.

GREENWAY SIGN ON 12'
PUNCH POST IN PARKWAY.

PROTECT AND PRESERVEEXISTING HI-VIS CROSSWALK
DETAIL 22, 60 LF

X X X X X X X

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

PROTECT AND PRESERVE

EXISTING CROSSING, STRIPING

AND APPURTENANCES
DETAIL 1
272 LF CONT.

STOP LEGEND AND
LIMIT LINE, 22 SF

CURVE WARNING
SIGN (W1-2 R)

GREENWAY SIGN WITH DUAL ARROW ON
12' PUNCH POST, WITH "NO MOTOR
VEHICLES SIGN" (R5-3). INSTALL AT ANANGLE FOR VISIBILITY IN BOTH DIRECTIONS.

GREENWAY SIGN WITH RIGHT
ARROW AND 18" STOP SIGN
ON 12' PUNCH POST.

SEE ELECTRICAL

PLANS (TYP)

INTERSECTION DATA
STA=11+85.11 38' R FOOTHILLSTA=10+00.00 BIKE PATH
N=2303927.75E=5763813.48
1/2 SCALE STOP LEGEND
BIKE / PED SYMBOLPER DTL I ON C-5.4
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 OFF

CONCRETE EDGE (TYP BOTH SIDES)
STA=11+12.70 6.0' (L)
245.80 FS
245.69 FS

MATCH EXISTING
245.70 FS

MATCH EXISTING
245.10 FS

MATCH EXISTING
245.28 FS

MATCH EXISTING

PROTECT AND PRESERVE EXISTING
CONCRETE MEDIAN. RELOCATE

AND REPLACE EXISTING PLANTER

BOXES AFTER SEALING
GREENWAY SIGN WITH RIGHT ARROWON 12' PUNCH POST FACINGWESTBOUND BIKE/PEDS ON PATH

SEE ELE
PLA

SEE ELECTRICAL

PLANS (TYP)
12" WHITE, 10 LF
PROPOSED 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' TEMPORARY

CONSTRUCTION EASEMENT

INSTALL LEFT-TURN BIKE

BOX PER DETAIL D

STRIPED BUFFER

PER DETAIL A
7'
15'
SD
SD
SD
SD
WM

GREEN WAY
GREEN
WAY
^
^
^
^
^
^
^
^
^
^
^
^
^
^
14+00
15+00
16+00
17+00 18+00
255
260
252 253 254 256
257
258
259
261
262
263
264

YELLOW HI-VIS CROSSWALK
PER ENG STD 7350. 51 LF.

DETAIL 22
80 LF
DETAIL 22
56 LF
SEE SHEET C-4.4 FOR CURB RETURN
SEE SHEET C-4.3 FOR CURB RETURN

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP
DETAIL 1
272 LF CONT.

GRIND STOP BAR AND LEGEND.

INSTALL STOP BAR AND LEGEND IN
SAME LOCATION PER PLAN.

MAINTAIN
EXISTINGDETAIL 1
DETAIL 1
393 LF CONT.

DETAIL 22
35 LF
"HUMP" LEGEND
25 SF, TYP
12" WHITE15 LF
"HUMP" LEGEND25 SF, TYP
"SCHOOL" LEGEND
35 SF, TYP
NOTES