Carpinteria City Council
March 28, 2022

There are five native vegetation communities found in the project area that are considered to be ESHA by the City, County and California Department of Fish & Wildlife (“CDFW”), and that would suffer permanent impacts as a result of the proposed project: California Brittle Bush – Ashy Buckwheat Scrub Alliance: 0.42 acres; Quailbush Scrub Alliance: 1.73 acres; California Sagebrush – (Purple Sage) Scrub Alliance: 1.29 acres; Coyote Brush Scrub Alliance: 0.71 acres; Lemonade Berry Scrub Alliance: 0.17 acres. In total,

4.32 acres of ESHA vegetation communities would suffer permanent impacts resulting from the project.

A total of 22 species of native birds were detected on site, including several with the potential to nest there. Nests, eggs, and nestlings of all native birds are protected by the Migratory Bird Treaty Act and the California Fish and Game Code. Vegetation clearing and grading, if occurring during the nesting season, could have the potential to destroy nests, eggs and nestlings, in violation of these regulations. Therefore, impacts to nesting birds are potentially significant.

Potential project impacts associated with biological resources would be addressed through the following mitigation measures: Measure BIO-1 requires an approved biologist to prepare and implement a worker education and awareness program (WEAP) to educate and make workers aware of sensitive habitats and species that may be encountered in the project area, and to inform workers of required actions that must be implemented to avoid or minimize impacts to sensitive species and habitats. Measure BIO-2 requires the construction limits to be fenced with highly visible fencing to avoid inadvertent impacts to adjacent areas of ESHA vegetation communities, native vegetation, special-status species and common wildlife species. Measures BIO-3 and BIO-4 require pre-construction surveys and relocation efforts for California Legless Lizards and San Diego Woodrats located in the project area, prior to initiation of construction.

Measure BIO-5 requires the development and implementation of a Habitat Mitigation and Monitoring Plan, prepared by a qualified biologist, to mitigate for impacts to ESHA vegetation communities. The Plan may include in-kind on-site restoration of impacted areas, and enhancement/restoration of degraded or disturbed areas adjacent to the impacted areas. A total of 4.32 acres of impacts to ESHA vegetation communities will be required to be mitigated at replacement ratios ranging from 2:1 to 4:1, depending upon the habitat types impacted. To the extent feasible, restoration will occur onsite, and any additional mitigation required shall be carried out on areas within adjacent land controlled by the County or City. Measure BIO-6 requires a qualified biologist to develop and implement a weed management plan during construction and during implementation of the habitat mitigation and monitoring plan required under Measure BIO-5, to control and prevent the spread of invasive weeds in the project area. Measure BIO-7 requires a pre- 23930504.3
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Rincon Trail Project Appeal
March 28, 2022

construction nesting bird survey to be completed within 30 days prior to any vegetation clearing, ground disturbance or use of noise-generating equipment that would occur during the nesting/breeding season of native birds potentially nesting in the project area. If active nests are found, then work would be postponed or halted in the affected area until the nest is vacated and juveniles have fledged. With the incorporation of these identified mitigation measures as project conditions of approval, all impacts would be reduced to a less than significant level.
iii. Cultural Resources: Previously recorded cultural resource sites are known to be present in and near the project area. There is the potential for subsurface intact or previously displaced cultural resources to be present and impacted during construction, which could result in a potentially significant effect to cultural resources.

Avoidance and minimization of cultural resource impacts would be addressed through the following measures: Measure CR-1 requires development of protocols for practical adherence to Measures CR-2 and CR-3 (below), prior to and after ground disturbing construction activities, through the preparation and implementation of a Cultural Resource Treatment and Inadvertent Discovery Plan (CRTP) by a qualified archaeologist. Measure CR-2 requires all personnel participating in tasks that may incur ground disturbance to be briefed by a qualified archaeologist about the archaeological sensitivity of the site, the types of cultural resources that could be encountered, and the procedures to follow in the event cultural resources or human remains are encountered.

Measure CR-3 requires a qualified archaeologist to be present to monitor initial grading and clearing activities until such time that it is determined that no additional cultural resources are located in the area, and to also monitor the installation of bridge pilings within intact soils and/or any soils deeper than 10 feet below current ground surface to ascertain that no additional cultural resources are present in the improvement area. Measure CR-4 requires that construction activities be suspended and redirected to another area in the event cultural resources are encountered to allow the monitoring archaeologist to assess the nature, extent and significance of any discoveries and develop appropriate management recommendations for treatment of the discovered cultural resource(s). With the incorporation of the identified mitigation measures as project conditions of approval, all impacts would be reduced to a less than significant level.
iv. Geology and Soils: The project area is located in a geologically active area vulnerable to earthquakes and secondary impacts such as landslides and liquefaction. The project includes features, such as the manufactured slopes and bridge crossing over the UPRR corridor, which could be damaged by seismic ground shaking. The project entails earthwork and grading activities 23930504.3
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March 28, 2022

to lay back and stabilize slopes in the project area in an effort to reduce potential erosion effects; nevertheless, erosion impacts could be worsened unless proper slope construction techniques are employed.

Potential project impacts associated with geology and soils would be addressed through the following measures: Measures GEO-1 and GEO-2 require the design of the bridge and bridge foundation to adhere to the recommendations contained in the project-specific geotechnical report.

Measure GEO-3 requires the design and construction of manufactured slopes to also adhere to the recommendations contained within the projectspecific geotechnical report. With the incorporation of the identified mitigation measures as project conditions of approval and aspects of the project design, all impacts would be reduced to a less than significant level. v. Hazards and Hazardous Materials: There is the potential for soils along the project alignment adjacent to the U.S. Highway 101 corridor to contain aerially deposited lead (ADL). Soils containing ADL could be used for fill soils for the project, potentially exposing the public to the contaminated soils.

Construction activities and equipment use hydrocarbon fuels and lubricants which are considered hazardous materials. Concrete, paint and other surface coatings are also considered hazardous materials, and are anticipated to be used during construction. Spills or leaks of such materials into the storm drain system could pose potentially significant water quality hazards.

With the incorporation of the following identified mitigation measures as project conditions of approval, all impacts would be reduced to a less than significant level: Measure HAZ-1 requires surface soils within the project alignment north of the UPRR corridor to be tested for potential ADL presence to determine if such soils meet applicable safety standards and can be used for fill or if standards are exceeded, the soils must be disposed of in a properly licensed landfill. Measure WAT-2 requires the contractor to prepare and implement a Stormwater Pollution Prevention Plan that includes best management practices to be implemented and monitored prior to and during construction to minimize potential construction-related water quality impacts. vi. Hydrology and Water Quality: Temporary construction activities may result in inadvertent water quality impacts related to soil, dust, paint and/or concrete entering the stormwater drainage system. There is increased potential for stormwater runoff and erosion during construction and until new/replacement vegetation is established. During the operational phase of the project, soil, trash, dog waste, and other impurities have the potential to enter the project’s storm drainage systems and could result in potentially significant water quality impacts. Failure to properly maintain new/replaced storm drain infrastructure associated with the project could result in significant erosion of the bluff face.
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March 28, 2022

Avoidance and minimization of hydrology and water quality impacts would be addressed and mitigated to less than significant levels through the following measures which have been incorporated into the project conditions of approval. Measure WAT-1 requires the project to obtain and maintain coverage under a Construction General Permit from the State Water Resources Control Board. Measure WAT-2 requires the contractor to prepare and implement a Stormwater Pollution Prevention Plan that includes best management practices to be implemented and monitored prior to and during construction to minimize potential construction-related water quality impacts. Measure WAT-3 requires implementation of an Erosion and Sediment Control Plan utilizing best management practices throughout grading and construction activities.

Measure WAT-4 requires replanting of native vegetation and hydroseeding of slope areas with appropriate native seed mixes as soon as practicable following completion of trail construction, in order to provide long-term stabilization of soils disturbed during construction. Measure WAT-5 requires ongoing periodic inspection and maintenance/repairs of all new and replaced storm water components on an annual basis prior to the start of the rainy season, to ensure all components are in good repair and not blocked by debris or sediment. Measure WAT-6 requires all project area storm drain inlets to be outfitted with storm drain filters/inserts to minimize pollutants from impacting the ocean. Filters shall be cleaned at least twice a year, once immediately prior to November 1 (start of the rainy season) and once in January.
vii. Land Use and Planning: The City of Carpinteria’s and County of Santa Barbara’s respective Local Coastal Programs contain a number of policies and regulations concerning resource protection within the Coastal Zone.

Project impacts to these resources could result in potentially significant land use and planning impacts unless properly mitigated. Incorporation of all of the mitigation measures identified in the EIR would reduce environmental impacts to less than significant levels, such that the proposed project would not conflict with any applicable land use plan, policy or regulation of an agency with jurisdiction over the project.
viii. Noise: Short-term, temporary noise impacts would occur during construction.

Residences closest to the project site (i.e., residences located in the Rincon Point neighborhood) are the only sensitive receptors in the project area and could periodically be exposed to potentially significant noise impacts if not properly mitigated. Construction-related traffic, such as haul trucks, which may pass by the sensitive receptors causing intermittent noise impacts.

Avoidance and minimization of noise impacts would be addressed through the following measures which have been incorporated into the project conditions of approval. Measure NOI-1 would limit construction hours for the 23930504.3
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Rincon Trail Project Appeal
March 28, 2022

project to the hours between 8:00 a.m. and 5:00 p.m., Monday through Friday. No construction is permitted to occur on weekends or state holidays.

Construction maintenance shall be limited to the same hours. Non-noise generating construction activities would be exempt from these restrictions.

Measure NOI-2 requires all construction equipment with engines to have original manufacturer’s approved muffling devices, and all stationary equipment be physically buffered from nearby sensitive receptors. ix. Tribal Cultural Resources: No known tribal cultural resources listed in the California Register of Historical Resources or in a local register of historical resources are known to be present within the project site. Nevertheless, given the known presence of sensitive archaeological resources in the general vicinity, there is potential for unknown subsurface tribal cultural resources to be present and to be impacted during construction, resulting in potentially significant impacts to tribal cultural resources.

Measure TCR-1 requires initial ground disturbing activities to be monitored by a Native American observer. The monitor/observer shall immediately inform equipment operators in the event archaeological resources are encountered, and shall be empowered to immediately halt construction activity in the area of the discovery until assessment can be completed and materials recovered, as appropriate. Measure TCR-1 in coordination with Measures CR-1 through CR-4, previously described above, would reduce potentially significant impacts to unknown tribal cultural resources to a less than significant level, and have been incorporated into the project conditions of approval.
x. Utilities and Service Systems: The project would moderately alter existing drainage patterns in the project area through re-grading of project slopes, short-term removal of vegetation, and introduction of the new impervious trail surface (approximately one acre of new impervious surface), resulting in potentially significant impacts to water quality. New storm drainage infrastructure associated with the project could pose potentially significant erosion impacts if not properly maintained to avoid failure of said infrastructure. Previously identified Measures WAT-1 through WAT-5 would address and reduce potentially significant temporary construction-related water quality impacts and storm drainage infrastructure impacts to less than significant levels, and have been incorporated into the project conditions of approval.

1.3 Conditional Use Permit Findings
Pursuant to Carpinteria Municipal Code §14.62.040(8), the City Council shall determine that all of the following criteria have been met prior to approving or approving with conditions a Conditional Use Permit:
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Rincon Trail Project Appeal
March 28, 2022

a. The site for the proposed use is adequate in size and shape to accommodate the use.

The portion of the Rincon Trail project located in the jurisdiction of the City of Carpinteria would fit entirely within the existing Caltrans right-of-way for U.S.

Highway 101 and City of Carpinteria right-of-way near the eastern terminus of Carpinteria Avenue. A portion of the Caltrans right-of-way located just east of the City-County boundary would be conveyed to the City of Carpinteria as part of the project in order to facilitate the City’s ongoing ownership and responsibility for this portion of the trail. A temporary construction easement may need to be acquired from the property owner of the easternmost parcel on Carpinteria Avenue (APN 001-210-016) to facilitate access to, and construction of the new trail alignment. The western trailhead would be located in an existing unimproved shoulder of Carpinteria Avenue, adjacent to the Rincon Road/State Highway 150 intersection.

Informal trailhead parking would be available via on-street parallel parking near the cul-de-sac at the end of Carpinteria Avenue and in the remaining portion of the unimproved shoulder.

Use of off-site areas for mitigation of projected permanent biological resources impacts is anticipated to be necessary to meet specified regulatory replacement ratios for loss of sensitive vegetation communities along the trail alignment. The adjacent Rincon Bluffs Preserve and natural areas of the Rincon Beach County Park have been preliminarily identified as the preferred receiver site for offsite compensatory mitigation for native vegetation impacts that cannot be accommodated onsite due to site area constraints. Final site selections for any proposed offsite compensatory mitigation efforts will be included in the required Habitat Mitigation and Monitoring Plan for the project. b. The site for the proposed use is served by streets and highways that are properly designed to carry the type and quantity of traffic generated by the subject use.

This project is designed to improve bicycle and pedestrian travel by providing a dedicated class-I direct coastal route between the eastern terminus of Carpinteria Avenue in the City of Carpinteria and public recreational facilities located southeast of the City in unincorporated Santa Barbara and Ventura Counties (i.e., Rincon Beach County Park; Rincon Point State Beach; and Pacific Coast Bikeway). The project would provide a safer and legal alternative to the current use of the unprotected U.S. Highway 101 shoulder and/or informal trails that trespass through the UPRR corridor to connect the City of Carpinteria to points southward for cyclists and pedestrians. The trail project would fill in this existing gap in the California Coastal Trail (“CCT”) system, consistent with the circulation and bikeway systems outlined in the County of Santa Barbara’s Comprehensive Plan, the City of Carpinteria’s General Plan/Coastal Land Use Plan, the statewide CCT Map, and the Plan for Improved Agency Partnering (Caltrans and California Coastal Commission, 2016). The project would enhance and improve coastal access and alternative 23930504.3
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Rincon Trail Project Appeal
March 28, 2022

transportation opportunities for bicycles and pedestrians, consistent with local coastal policies and plans.

The project would have no long-term substantive impact on the capacity of roadways in the project area. Completion of the bike path is anticipated to result in an incremental reduction of vehicle trips to access nearby popular coastal recreation destinations. Existing roadways and public parking areas at the trail ends have sufficient capacity to serve any trail-related vehicle traffic.

Temporary construction-related traffic has been estimated in the project EIR and found to be less than significant. Haul trucks used to export cut from the project site on the City’s portion of the trail would utilize U.S. Highway 101 and the State Highway 150 interchange to access the site. The EIR estimates up to three haul truck trips per hour over an eight-hour work day during the earthwork phase of construction. Given the low frequency of haul truck trips and immediate proximity of highway access, haul truck trips are not anticipated to result in any significant disruptions to traffic circulation or capacity.
c. The granting of the permit will not materially adversely affect such necessary community services as sewage disposal, fire protection, water supply, and police protection.

A copy of the project application and plans were routed to all applicable agencies and special districts for review and comments. All of these agencies have indicated the project would not have adverse effects upon their ability to continue to serve the population of Carpinteria. The project would enhance public coastal access and opportunities for alternative transportation in the Carpinteria area, providing a benefit to the community. The project would not generate wastewater needing treatment, and would not generate a noticeable increase in demand for fire or police protection services. A negligible amount of water would be required during construction and to establish/maintain the new landscape plantings.

The City’s portion of the trail project will tie into and be served by existing storm drain infrastructure that serves U.S. Highway 101, which has sufficient capacity to take on the added storm water flows generated by the new impervious surfaces affiliated with the trail project north of the UPRR crossing (estimated at approximately 0.5 acres). Mitigation Measures WAT-1 through WAT-4 address erosion and sedimentation control during construction to avoid water quality impacts and to not damage or overwhelm existing storm drain infrastructure. Mitigation Measure WAT-5 requires ongoing monitoring and upkeep of project-related storm drain infrastructure to avoid failure or damages.

An existing 4-inch sewer force main is located in the project area, near the proposed trail alignment for the section of trail north of the UPRR crossing. The sewer force main would be protected in place during construction. An abandoned underground oil pipeline passes underneath the trail alignment near the western 23930504.3
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Rincon Trail Project Appeal
March 28, 2022

trailhead located in the City of Carpinteria. The pipeline would be protected in place.

Other utilities near the project area, but not within the project footprint include a water main line and underground communication lines, neither of which would be impacted by construction of the City’s portion of the trail. d. The granting of the permit will not be detrimental to the health, safety, and general welfare of the neighborhood.

The Rincon Trail project establishes a new dedicated public Class I bicycle and pedestrian trail between the City of Carpinteria and recreational amenities (i.e., public beaches, park and bicycle path) located south of the City in unincorporated Santa Barbara and Ventura Counties. The project results in beneficial recreational, coastal access, and alternative transportation impacts for the region.

The EIR prepared for the project analyzed potentially significant environmental effects associated with the project and identified appropriate mitigation measures to ensure that all impacts were mitigated to a less than significant level. Mitigation measures were identified for the following issue areas: Aesthetics, Biological Resources, Cultural Resources, Geology/Soils, Hazards/Hazardous Materials, Hydrology/Water Quality, Land Use/Planning, Noise, Tribal Cultural Resources, and Utilities/Service Systems. In addition, compliance with Santa Barbara County Air Pollution Control District (“APCD”) standards is required to ensure that impacts to Air Quality, and Greenhouse Gas Emissions are minimized and remain less than significant. The mitigation measures incorporated into the project via the EIR and the project restrictions imposed via conditions of approval ensure that granting the permit will not be detrimental to the health, safety and welfare of the neighborhoods located nearby to project components.
e. The proposed use is consistent with the coastal plan, general plans, and applicable specific plan(s).

As discussed in the policy consistency section of the City Council staff report dated March 28, 2022 and the Planning Commission staff report dated January 18, 2022, and herein both incorporated by reference, the project would be consistent with the various applicable policies from the Land Use, Community Design, Circulation, Open Space/Conservation/Recreation, Safety, Noise, and Public Facilities/ Services Elements. The project would fill in an existing gap in the California Coastal Trail (“CCT”), thereby improving public coastal access and alternative transportation opportunities in the project area. The trail and its design elements have been reviewed by the City’s Architectural Review Board (“ARB”) for consistency with applicable design policies and found to conform. The project incorporates appropriate mitigation measures, consistent with the requirements of the City’s General Plan/Coastal Land Use Plan and Zoning Code to address all unavoidable impacts to ESHA and sensitive species, and other appropriate measures and standards are included to avoid potential impacts related to aesthetics, cultural resources, geology/soils, hazards/hazardous materials, hydrology/water quality, 23930504.3
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March 28, 2022

noise, tribal cultural resources, and utilities and service systems, consistent with the policies of the City’s General Plan/Coastal Land Use Plan. f. The proposed use will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

The EIR prepared for the project identified potentially significant impacts on aesthetics, biological resources, cultural resources, geology/soils, hazards/hazardous materials, hydrology/water quality, land use/planning, noise, and utilities/service systems; the EIR also identified standard Santa Barbara County Air Pollution Control District (“APCD”) measures that the project is required to implement to ensure impacts to air quality, and greenhouse gas emissions are minimized and remain less than significant. The EIR contains mitigation measures to reduce all environmental impacts of the proposal to less than significant levels; pertinent mitigation measures from the EIR have been incorporated as conditions of approval.

The project has also been designed to minimize land form modification, and impacts to ESHA, cultural resources and water quality, avoid or reduce exposure to geologic hazards and hazardous materials, avoid disruptions to public utilities, and be aesthetically compatible with the project setting, as required by the resource protection policies of the City’s General Plan/Coastal Land Use Plan. g. The proposed development will not conflict with recorded easements acquired by the public-at-large for access through or use of the property within the proposed development or any easements granted to any public agency or required as a condition of approval.

The proposed project would not interfere with any recorded easements acquired by the public-at-large for access through, or use of, the project area. Rather, the proposed project involves the construction of a new public multi-use pathway within existing public right-of-way between the east end of the City of Carpinteria and the unincorporated areas near the Santa Barbara/Ventura County line to facilitate improved public coastal access, recreation and alternative transportation opportunities in the area. In this regard, the project enhances public access along the Carpinteria coastline and between areas located in the City of Carpinteria and those in the unincorporated Rincon Point area.

A portion of the Caltrans right-of-way located just east of the City-County boundary would be dedicated and transferred to the City of Carpinteria as part of the project in order to facilitate the City’s ongoing ownership and responsibility for this portion of the trail. A temporary construction easement may need to be acquired from the property owner of the easternmost parcel on Carpinteria Avenue (APN 001-210- 016) to facilitate access to, and construction of the new trail alignment. The proposed project is not known to conflict with any easements granted to any public 23930504.3
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March 28, 2022

agency. Maintenance access for Caltrans and UPRR through the project area will be maintained/provided, as needed.
h. Any other conditions which are reasonably necessary to protect the public peace, health, safety, and general welfare.

Through the environmental review process, a number of mitigation measures have been developed in order to avoid significant impacts to the environment. All mitigation measures identified in the EIR have been included in the conditions of approval and are fully enforceable. Additional project-specific conditions of approval have been included to address traffic management during construction, property owner/neighbor outreach, and ongoing maintenance responsibilities for the trail improvements.

1.4 Coastal Development Permit Finding
Pursuant to the California Coastal Act, the Administrative Regulations of the California Coastal Commission and the City’s Local Coastal Program, it has been found that the permit requested may be issued based on the following finding:
a. The proposed development is in conformity with the City’s certified Local Coastal Program.

The Caltrans right-of-way is designated Transportation Corridor (TC) in the General Plan/Coastal Land Use Plan and is undesignated with respect to zoning. The portion of the project located on Carpinteria Avenue is designed Visitor-serving Commercial (VC) in the General Plan/Coastal Land Use Plan and is zoned Resort District (RES). The proposed use is consistent with the stipulations outlined for these land use designations as the project involves improvements to pedestrian and bicyclist facilities, which are permissible in all land use categories and zoning districts. A Conditional Use Permit and Coastal Development Permit are required for this major transportation facility. The project can meet all of the required findings for approval of the required CUP (discussed above) and CDP. The proposed project is consistent with all applicable policies in the General Plan/Coastal Land Use Plan as discussed in the City Council staff report dated March 28, 2022, and the Planning Commission staff report dated January 18, 2022, both of which are herein incorporated by reference. The project is also consistent with the Interpretive Guidelines of the California Coastal Commission and the California Coastal Act.

Attachment A
Exhibit 2: Proposed Plans
Rincon Trail Project Appeal
19-2015-CUP/CDP
City Council Hearing, March 28, 2022
The City of Carpinteria & their officers or agents shall not be responsible for the accuracy or completeness of electronic copies of the plan sheet.

Project Engineer
Date
CIVIL
No.

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

THE CITY OF CARPINTERIA

DEPARTMENT OF PARKS AND

RECREATION

PROJECT PLANS FOR

RINCON MULTI-USE TRAIL

IN SANTA BARBARA COUNTY

BETWEEN RINCON ROAD AND BATES ROAD
To be supplemented by 2018 State Standard Plans and Specifications

PLANS APPROVAL

SHEET INDEX
SHT. DESCRIPTION SHT NO.

TITLE SHEET

ABBREVIATIONS & LEGEND

GENERAL NOTES

KEYLINE GEOMETRY

TYPICAL SECTIONS

LAYOUTS

PROFILES

CONSTRUCTION DETAILS

CONTOUR GRADING

FENCING

DRAINAGE

PAVEMENT DELINEATIONS

UTILITY CONFLICT

PAVEMENT JOINT DETAILS

SUMMARY OF QUANTITIES

BRIDGE GENERAL PLAN

STRUCTURE CRITERIA &

CONSTRUCTION METHODS

GENERAL UPRR NOTES

BRIDGE FOUNDATION PLAN
ABUTMENT DETAILS 1
ABUTMENT DETAILS 2

TRAIL CROSS SECTIONS

SURVEY CONTROL

RIGHT-OF-WAY MAPS

PLATES & BORING LOGS

UPRR PROJECT INFORMATION

1. MILE POST 380.49 SANTA BARBARA SUB, CARPINTERIA, CA

2. LATITUDE: 34°22'48.18"N LONGITUDE: 119°28'57.20"W

3. UNION PACIFIC DOT NUMBER 441148Y

AERIAL CONCEPT RENDERING OF PROJECT LOOKING SOUTH EAST TOWARD RINCON POINT

THE CITY OF

CARPINTERIA

PUBLIC WORKS

DEPARTMENT
ENGINEERING DIVISION Approved: Design Drawn Chk'd
UPRR PROJECT. NO.

DATE SHT. DES.

UPRR MILE POST CARPINTERIA RINCON MULTI USE TRAIL
441148Y SOSO

SANTA BARBARA SUB,
MP 380.49
04/23/21 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES0 1 2 TITLE
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-rincon-title sheet.dwg BY: Michael Bandich APPROVED DATE: XX XX XX HS Matt Roberts, Project Manager 360 S. Hope Ave, C-110,Santa Barbara, CA 93105 MB TITLE SHEET 123 4-6
7-9
10-12
13 14-23
24-25
26-29
30-39
40-42
43-46
47-49
50-56
57 58
59 60
61 62
63-70
71-72
73 74-119
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THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 S-01
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-rincon-title sheet.dwg BY: Michael Bandich HS Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB AB Aggregate Base Abn Abandon Abut Abutment AC Asphalt Concrete Adj Adjust AP Angle Point BB Beginning of Bridge BC Beginning of Curve BCR Beginning of Curb Return Beg Begin Bldg Building BM Bench Mark Bot Bottom Br BridgeBrg Bearing BVC Beginning of Vertical Curve BW Bottom of Wall CAA Cable Anchor Assembly C-C Center-to-center Chnl Channel CI Cast-iron CIDH Cast In Drilled Hole CIP Cast in place CISS Cast in Steel Shell CL Chain Link Cl Class C/L Centerline Clr Clear CM Corrugated Metal Col Column Conc Concrete CP Catch Point Cr CreekD DepthDeg Degree Det Detail DI Drainage Inlet Dia Diameter Diaph Diaphragm Dist Distance Dwy Driveway E Easting Ease Easement EB East Bound EC End of Curve ECR End of Curb Return EG Existing Ground EOD Edge of Deck EP Edge of Pavement ES Edge of Shoulder ESM Engineered Stream Material ETW Edge of Traveled Way EVC End Vertical Curve Exc Excavate Exist Existing Exp Expansion Exp Jt Expansion Joint Ext Exterior F&C Frame and Cover F&G Frame and Grate Fdn Foundation FES Flared End Section FF Filter Fabric FG Finished Grade FH Fire Hydrant Fig Figure FL Flow Line FOC Face of Concrete FS Finished Surface Ftg Footing Ga Gauge GB Grade Break GP Grading Plane Galv Galvanized GR Guard Railing Gtr Gutter H Height h, hr Hour HW Headwall Horz Horizontal HP Hinge Point HWM High water mark Irr Irrigation Jct Junction Jt Joint L Length LOL Layout line LS Lump sum Lt Left Max Maximum MBGR Metal Beam Guard Rail MH Manhole Min Minimum Misc Miscellaneous Mod Modify NTS Not to scale N Northing Oblr Obliterate OC Overcrossing OD Outside Diameter OG Original Ground OH Overhead O-O Out-to-out P page PB Pull box PC Point of curvature or Precast PCC Pt of compound curvature Ped Pedestrian Perm Mtl Permeable Material PG Profile Grade PI Point of Intersection P/L Property Line POC Point on Curve POT Point on Tangent PRC Point of Reversing Curve PS&E Plans, Specifications & Estimate PS Pre-Stressed P/S Pre Stressed PT Point of Tangent PVI Point of Vertical Intersection Qty Quantity R Radius Reinf Reinforcement Rel Relocate Ret Retaining Rev Revised RSP Rock Slope Protection Rt Right R/W Right of Way Salv Salvage SG Subgrade Sht Sheet SR Superelevation Rate Spec Special/Specification Sta Station Std Standard Str Structure SW Sidewalk S Sewer TC Top of Curb TCB Traffic Control Box TBM Temporary Benchmark TG Top of Grade/Top of Grate Top Top of Creekbank TP Telephone Pole Trans Transition TW Top of Wall TYP Typical UON Unless otherwise noted V Valve Var Variable VC Vertical Curve W Width WH Weep Hole WM Wire Mesh/Water Meter WW Wing Wall WWLOL Wing Wall Layout line
Selected Acronyms and Abbreviations
(See Caltrans Standard Plan for complete list) ABBREVIATIONS AND LEGEND S-01

ABBREVIATIONS AND LEGEND
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1. THE PROPOSED GRADE SEPARATION PROJECT SHALL NOT INCREASE THE QUANTITY AND/OR CHARACTERISTICS OF THE FLOW IN THE RAILROAD'S DITCHES AND/OR DRAINAGE STRUCTURES. 2. THE ELEVATION OF THE EXISTING TOP-OF-RAIL PROFILE SHALL BE VERIFIED BEFORE BEGINNING CONSTRUCTION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE RAILROAD PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR MUST SUBMIT A PROPOSED METHOD OF EROSION AND SEDIMENT CONTROL AND HAVE THE METHOD APPROVED BY THE RAILROAD. 4. . ALL SHORING SYSTEMS THAT IMPACT THE RAILROAD'S OPERATIONS AND/OR SUPPORTS THE RAILROAD'S EMBANKMENT SHALL BE DESIGNED AND CONSTRUCTED PER CURRENT RAILROAD GUIDELINES FOR TEMPORARY SHORING. 5. ALL DEMOLITIONS WITHIN THE RAILROAD'S RIGHT-OF-WAY AND/OR DEMOLITION THAT MAY IMPACT THE RAILROAD'S TRACKS OR OPERATIONS SHALL BE IN COMPLIANCE WITH THE RAILROAD'S DEMOLITION GUIDELINES. 6. ERECTION OVER THE RAILROAD'S RIGHT-OF-WAY SHALL BE DESIGNED TO CAUSE NO INTERRUPTION TO THE RAILROAD'S OPERATION, ENABLING THE TRACK(S) TO REMAIN OPEN TO TRAFFIC PER THE RAILROAD'S REQUIREMENTS. 7. RAILROAD REQUIREMENTS DO NOT ALLOW WORK WITHIN 50 FEET OF TRACK CENTERLINE WHEN A TRAIN PASSES THE WORK SITE AND ALL PERSONNEL MUST CLEAR THE AREA WITHIN 25 FEET OF THE TRACK CENTERLINE AND SECURE ALL EQUIPMENT. 8. FALSE-WORK CLEARANCES SHALL COMPLY WITH MINIMUM CONSTRUCTION CLEARANCES. 9. ALL PERMANENT CLEARANCES SHALL BE VERIFIED BEFORE PROJECT CLOSING. 10. FOR RAILROAD COORDINATION PLEASE REFER TO THE RAILROAD MINIMUM REQUIREMENTS AS PART OF SPECIAL PROVISIONS. GENERAL UPRR NOTES THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
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SANTA BARBARA SUB, MP 380.49 04/23/21

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ORIGINAL SCALE IS IN INCHES
0 1 2 GN
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
3 of 119
300 301
302
303
304
23+37.15 BC
10+88.40 BC
13+34.27 BC
24+32.29 EC
13+04.64 EC
18+60.68 EC
"BENCH-01"
L2
L3
L1
C3
C1 C2
L4
= 800+64.56 "TH" LINE
10+00 BEG
10+40
"TH"* *SEE CONSTRUCTION DETAIL "WEST TRAILHEAD" FOR LAYOUT OF "TH" LINE. 11 12
13 14 15 16
17 18
19 20
21 22
23 24
25 "C
R
T" 110 111
112
113
114
115
116
117
118
119
120 121
201
202
203
204
205
206
207
701
700+00 BEG
702+00 END
200+00 BEG
208+00 END
38+50 END
26+11.09 BC
32+50.23 BC
35+01.92 BC
24+32.29 EC
27+16.50 EC
33+33.76 EC
37+13.95 EC
401
901
"BFILL"
"FL-01"
400+00 BEG
401+62.98 END
400+10.65 BC
400+86.55 EC
L5
L6
L7
C3
C4
C5 C6
L22
L15
L16
C8
L4
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 "WALL-01"
"CRT" 500
501
502
503
504
504
"SHD"
L12 NORTH THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
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Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
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SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 K-1
f:\pdata\0_active projects\carp rincon trail\production drawings\carp key line-k.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
0 50' 100' SCALE 1"=50' KEYLINE GEOMETRY K-01

MATCH LINE

SEE ABOVE

MATCH LINE

SEE BELOW
4 of 119
11 12
13 14 15 16
17 18
19 20
21 22
23 24
25 301
302
303
304
300+00 BEG
304+55.43 END
301+45.71 BC
302+05.44 EC
"CRT" L13
L14
C7
"TH"
"BENCH-01"
24 25
26 27
28 29
30 31
32 33
34 35
36 37
201
202
203
204
205
206
207
702
700
701 110 111
112
113
114
115
116
117
118
119
120 121
109+50 BEG
121+30.31 END
120+56.81 AP
111+99.94 AP
117+40.25 AP
400
401
900+00 BEG
901+48.10 END
901
"WALL-01"
"CRT"
L10 L11 L8
L9
L23
"FL-01"
"BFILL"
"O.A."
501
502
503
504
500+00 BEG
504+43.16 END
500+41.89 AP
502+04.03 AP
503+90.46 AP
502+30.33 BC
503+72.83 EC L17
L18
L19
L20 C9
L21 NORTH THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
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SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 K-2
f:\pdata\0_active projects\carp rincon trail\production drawings\carp key line-k.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
0 50' 100' SCALE 1"=50' KEYLINE GEOMETRY K-02

MATCH LINE

SEE ABOVE

MATCH LINE

SEE BELOW
5 of 119
"CRT" LINE SEGMENT IDL1C1 L2C2L3C3L4C4L5C5L6C6L7 START STATION 10+00.00 10+88.40 13+04.64 13+34.27 18+60.68 23+37.15 24+32.29 26+11.09 27+16.50 32+50.23 33+33.76 35+01.92 37+13.95 LENGTH 88.40' 216.23' 29.63' 526.41' 476.46' 95.14' 178.81' 105.40' 533.73' 83.53' 168.16' 212.03' 136.05' END STATION 10+88.40 13+04.64 13+34.27 18+60.68 23+37.15 24+32.29 26+11.09 27+16.50 32+50.23 33+33.76 35+01.92 37+13.95 38+50.00 START NORTHING 1965107.50 1965083.80 1964989.94 1964972.44 1964579.72 1964161.66 1964070.09 1963909.17 1963808.87 1963369.26 1963297.96 1963149.71 1962986.44 START EASTING 6113550.33 6113635.50 6113829.00 6113852.92 6114197.11 6114425.67 6114427.92 6114349.97 6114357.60 6114660.27 6114703.72 6114783.09 6114916.29 DIRECTION/ DELTA S74° 26' 55.93"E 020°38'56" S53° 47' 59.83"E 025°08'03" S28° 39' 56.47"E 054°30'39" S25° 50' 43.02"W 060°23'32" S34° 32' 48.53"E 006°22'54" S28° 09' 54.77"E 022°05'16" S50° 15' 10.59"E RADIUS 600.00' 1200.00' 100.00' 100.00' 750.00' 550.00' "FL-01" LINE SEGMENT IDL8L9 L10 L11 START STATION 109+50.00 111+99.94 117+40.25 120+56.81 LENGTH 249.94' 540.31' 316.56' 73.50' END STATION 111+99.94 117+40.25 120+56.81 121+30.31 START NORTHING 1963940.14 1963748.63 1963320.92 1963053.33 START EASTING 6114157.84 6114318.44 6114648.60 6114817.72 DIRECTION/ DELTA S39° 58' 57.52"E S37° 39' 54.64"E S32° 17' 37.38"E S41° 59' 02.24"E RADIUS "C
R
T" LIN
E
"BENCH-01"
"FL-01" LINE
"BFILL" LINE
"WALL-01" LINE
"O.A." LINE
"FL-02" LINE
"SHD" LINE "BENCH-01" LINE SEGMENT IDL13 C7 L14 START STATION 300+00.00 301+45.71 302+05.44 LENGTH 145.71' 59.73' 249.99' END STATION 301+45.71 302+05.44 304+55.43 START NORTHING 1964639.20 1964531.52 1964483.02 START EASTING 6114052.81 6114150.97 6114185.59 DIRECTION/ DELTA S42° 21' 16.74"E 013°41'20" S28° 39' 56.47"E RADIUS 250.00' "O.A." LINE SEGMENT IDL15 C8 L16 START STATION 400+00.00 400+10.65 400+86.55 LENGTH 10.65' 75.89' 76.43' END STATION 400+10.65 400+86.55 401+62.98 START NORTHING 1963893.10 1963883.51 1963811.29 START EASTING 6114373.30 6114368.65 6114374.15 DIRECTION/ DELTA S25° 50' 43.02"W 060°23'32" S29° 17' 32.03"E RADIUS 72.00' "FL-02" LINE SEGMENT IDL12 START STATION 200+00.00 LENGTH 800.00' END STATION 208+00.00 START NORTHING 1963728.07 START EASTING 6114531.00 DIRECTION/ DELTA S33° 27' 28.84"E RADIUS "SHD" LINE SEGMENT IDL17 L18 L19 C10 C9 L20 L21 START STATION 500+00.00 500+41.89 502+04.03 502+30.33 502+30.33 503+72.83 503+90.46 LENGTH 41.89' 162.13' 26.30' 142.50' 142.50' 17.63' 52.70' END STATION 500+41.89 502+04.03 502+30.33 503+72.83 503+72.83 503+90.46 504+43.16 START NORTHING 1963334.77 1963303.73 1963166.12 1963142.98 1963142.98 1963032.19 1963020.57 START EASTING 6114699.58 6114727.71 6114813.45 6114825.95 6114825.95 6114914.38 6114927.64 DIRECTION/ DELTA S42° 11' 30.43"E S31° 55' 25.29"E S28° 23' 15.32"E 020°24'44" 020°24'44" S48° 47' 59.54"E S29° 07' 08.81"E RADIUS 400.00' 400.00' "BFILL" LINE SEGMENT IDL23 START STATION 900+00.00 LENGTH 148.10' END STATION 901+48.10 START NORTHING 1963021.64 START EASTING 6114762.73 DIRECTION/ DELTA S38° 19' 43.02"E RADIUS "WALL-01" LINE SEGMENT IDL22 START STATION 700+00.00 LENGTH 200.00' END STATION 702+00.00 START NORTHING 1963525.73 START EASTING 6114483.40 DIRECTION/ DELTA S36° 52' 03.04"E RADIUS THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 K-3
f:\pdata\0_active projects\carp rincon trail\production drawings\carp key line-k.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB KEYLINE GEOMETRY K-03
6 of 119

1.4:1 SEE NOTES CP OIL LINE SEE NOTES OG 5' 3' 3' 5' 1.5' ESETW ETWES HP 5' "CRT" LINE FL -5% SR% PG CP x x
x SEWER FORCE MAIN SEE NOTES R/W 0.83' FENCE R/W 3' 5' 5' 3' PG ESETW ETW ES

1.4:1
(CUT) FENCE OG CP
xxx 5% SR% "CRT" LINE SEWER FORCE MAIN SEE NOTES ES
10:1
(FILL) OG CP 5%6' SEE NOTES REGARDING SLOPE ROUNDING OIL LINE SEE NOTES CP 1' (TYP) (CUT) (FILL) A RW 5' 3' 3' 5' 1.5' 0.83' ESETW ETWES HP 5' "CRT" LINE FL

1.4:1 (MAX*)

1.4:1 5% SR% PG PG "BENCH-01" LINE 12' 10% CP CP OIL LINE SEE NOTES OG xxx *SEE NOTES REGARDING THE TERM "MAX" WHEN REFERRING TO SLOPES SEWER FORCE MAIN SEE NOTES R/W FENCE R/W 0 10' 20' SCALE 1"=10' H&V TYPICAL SECTIONS X-01 STA: 17+30 TO 22+00 NOTES: 1. STRUCTURAL SECTION FOR PATH AND GUTTER IS: 0.42' JPCP 0.5' AB (CLASS 2) 2. DIMENSIONS OF THE STRUCTURAL SECTION ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 3. SUPERELEVATION AS SHOWN OR AS DIRECTED BY ENGINEER. ALSO SEE PROFILE SHEETS. 4. CHEVRON/VENOCO OIL PIPELINE IS SHOWN 9-FEET BELOW THE ORIGINAL GROUND, BASED ON OBSERVATION NOTES DURING CONSTRUCTION. ACTUAL DEPTH MAY VARY. 5. A SEWER "FORCE MAIN" EXISTS ALONG THE SOUTH BOUND LANE OF HWY 101. RECORD DRAWINGS SHOW THE DEPTH OF THIS SEWER TO BE HIGHLY VARIABLE. 6. CALTRANS ELECTRIC LIGHTING CONDUIT IS NOT SHOWN. THIS EXISTS ALONG SHOULDER OF THE SOUTHBOUND 101 LANES. 7. REGARDING THE TERM "MAX" WHEN REFERRING TO SLOPES, SOME CUT SLOPES ARE BUILT BETWEEN DIFFERENT ALIGNMENTS EACH WITH THEIR OWN PROFILE. THE ENGINEERS HAVE SET THESE ALIGNMENTS TO ACCOMMODATE THE CUT SLOPES SHOWN. THE TERM "MAX" INDICATES THE MAXIMUM VARIABLE SLOPE CREATED BY THE GRADING BETWEEN THESE ALIGNMENTS 8. SLOPE ROUNDING IS NOT SHOWN. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 9. SEE FENCING PLAN FOR FENCE LAYOUT. STA: 10+40 TO 12+00 STA: 12+00 TO 17+30 THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 X-01
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
TYPICAL SECTIONS CONSTRUCTIONS NOTES: A. CALTRANS TYPE A1 CURB "CRT" LINE: 10+40 TO 12+00 7 of 119
3' 5' 3' 5' 1.5' ESETW ETWES HP 5' "CRT" LINE FL

1.4:1 PG CP CP (FILL)
4:1 OG OG OIL LINE
x
x 5%
x SR% CP OG (CUT) 5%
VAR*
1 1 HP ES 6.5' CP 5% ES HP 6.5'
1 1CP VAR 3' SEWER FORCE MAIN SEE NOTES VAR R/W 0.83' 2' MIN SEE FENCING PLAN (TYP) SEE DETAIL "A" (THIS SHEET) FL FENCE R/WVAR. 5' 5' 3' 20' TO 3' 1:1 EL: 110 3' VAR PG 5' 1.5' HP FL ES "O.A." LINE ETW ETWES HP CP "CRT" LINE CP R/W CP OG x
x SR%
x OVERLOOK AREA (SEE NOTES) R/W 0.83'
VAR CP
*
x
A 6.5' SR%
x
x FENCE ES *SLOPE VARIES: -2:1 ( ≈23+10 TO 23+50)
-4:1 (23+50 TO 24+48)
#4 @ 12 #5 CONT. (TYP)
6"
3" CLR
STA: 22+00 TO 24+48 (BB)
STA: 26+08 (EB) TO 27+16.50 (EC)
0 10' 20' SCALE 1"=10' H&V TYPICAL SECTIONS X-02 NOTES: 1. SEE OVERLOOK AREA CONSTRUCTION DETAILS FOR MORE INFORMATION. THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
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Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
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SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 X-02
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
TYPICAL SECTIONS CONSTRUCTIONS NOTES: A. CALTRANS TYPE A1 CURB "CRT" LINE: 26+18 TO 26+85 STATION 26+85 TO 27+16.10 STATION ≈26+18 TO 26+85 DETAIL A 8 of 119

1.25:1
x
x
x
1:1 "CRT" LINE CP CP OG LOWER SLOPE REINFORCEMENT (SEE NOTE) COMMUNICATION LINE SEE NOTES 5' 1.5'HP FL 5' 3' 3' ESETW ETWES 5' SR% PG 5'HP R/W FENCE 0.83' "FL-01" LINE 2:1CP PGCP
2:1 "FL-02" LINE 5:1PG CP 5:1 CP
x
x
x VAR 0' TO 20' "SHD" LINE 5%
xxxxxx MSE WALL STATION ≈30+91 TO 31+91 ("CRT" LINE) SEE NOTES STA: 27+16.50 TO END 0 10' 20' SCALE 1"=10' H&V TYPICAL SECTIONS X-03 NOTES: 1. "KEYWAY" ALONG OLD RAILROAD BENCH IS NOT SHOWN, TO PROVIDE CLARITY REGARDING LAYOUT OF CONCRETE DITCH. SEE CONSTRUCTION DETAILS. 2. SEE "CONSTRUCTION DETAIL" FOR MORE INFORMATION REGARDING SLOPE REINFORCEMENT. 3. SEE "CONSTRUCTION DETAILS" FOR MORE INFORMATION REGARDING MSE WALL. 4. APPROXIMATE LIMITS OF MID SLOPE REINFORCEMENT ARE STATION 32+00 TO 35+00. LIMITS TO BE DETERMINED DURING CONSTRUCTION. SEE BENGAL'S GEOTECHNICAL REPORT FOR THE PROPOSED RINCON BEACH MULTI-USE TRAIL. 5. A FRONTIER "COMMUNICATION LINE" EXISTS ALONG THE LOWER EXISTING BENCH. SEE UTILITY DRAWINGS FOR MORE INFORMATION. THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
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Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
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SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 X-03
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB

TYPICAL SECTIONS
9 of 119
125 150 175 200 225 1.50% -4.90%
182.3
183.00
184.0
182.70
184.3
178.00
180.2
173.10
174.1
168.20
171.8
163.30
165.2
158.40
160.2
153.50
156.9
148.60
153.9
143.70
149.1
138.80
145.4
133.90
183.4
183.55
183.9
180.45
182.4
175.55
175.8
170.65
173.4
165.75
168.1
160.85
162.7
155.95
158.3
151.05
155.8
146.15
152.9
141.25
146.8
136.35 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 10+00
183.00 PVI STA: 10+75 PVI ELEV: 184.13 K: 15.6
10+25 BVC
183.38
11+25 EVC
181.68 100.0' VC
OG
PG 0.0% 1.0% (LT) AXIS OF ROTATION -1.0% (RT) 1.0% 2.0% -1.0% -2.0% OG PG 10+00

1.0%
10+00
-1.0%
10+40 CONFORM
183.52
SD
SD
SD
SD
SD
SD
SD
SD
SD
FM
FM
FM

FM FM FM
FM
FM
FM
FM
FM 3G 3H 3k 3P 3N 3O 3S
OIL
OIL
OIL

OIL OIL
COM
W
W
E
E
ABANDONED 6"
36" RCP
18" CMP
30" RCP
18" RCP
18" RCP
4" HDPE
W
W
W
W
W
COM
COM

OIL PIPELINE ABANDONED
SD
4" HDPE 150 175 175 200 150175200 175 200 205 210 210 200 125 str.lt. down drain str.lt. str.lt. CB (6)wm d.i. d.i. d.i. d.i. d.i. d.i. hwy sign sign hwy sign oil marker oil marker oil marker oil marker mh bell mh gte gate h20 valve nut 4"cyp 4"ironwood 6"cyp 5"cyp 10"pepper36"euc 36"euc 10"cyp 24"euc h2o mark TP 07 TP 01 TP 02 TP 05 TP 06 TP 09 TP 03 DH 08 TP 08 2" clump-euc hwy sign hwy signs hwy signs dense brush dense brush dense brush dense brush dense brush conc. asph. asph. h20 valve nut str.lt. call box hwy sign misc. marker sign foc R/W
(CITY)
R/W
(CITY)

R/W (CITY)
R/W
(CITY)
(CITY) R/W R/W (CITY) R/W (UPRR) R/W (UPRR)
32 33
34 35
36 R/W
(STATE)
R/W
(STATE)
R/W
(STATE)
R/W
(CITY)
R/W
(CITY)
R/W
(CITY)
R/W
(CITY)
R/W
(CITY)
R/W
(CITY)
R/W
(CITY)
(CITY)
CITY
COUNTY

CITY COUNTY
R/W
(STATE)

CALTRANS DEDICATES TO CITY

RINCON ROAD
(HWY 150)

CARPINTERIA
AVENUE CITY PROPERTY STATE: DOT-RW83 R 0.6 APN 001-210-013 APN 001-210-023 APN 001-210-016 APN 001-220-092 (SOUTHERN PACIFIC TRANSPORTATION CO.)
101 SB
101 SB ON-RAMP
101 NB
101 SB ON-RAMP
304+55.43 300 301
302
303
304
11 12
13 14 15 16
17 18
19 20
21 10+88.40 BC
BC
13+34.27
EC
13+04.64
EC
18+60.68
10+40 BEG. "CRT" LINE 175 175 150 175 200 175 200
AVENUE ES CP ES CP "CRT" LINE "BENCH-01" LINE ES(EXISTING) TRAILHEAD (SEE NOTES) 8'
16'

14.5'
12'
12' LEGEND CITY RIGHT OF WAY STATE RIGHT OF WAY RAILROAD RIGHT OF WAY PROPERTY LINE RIGHT OF WAY TAKE CATCH POINT/DAYLIGHT CITY/COUNTY LIMITS CENTERLINE 125 150 175 200 225 145.4
133.90
138.5
129.00
131.7
124.10
142.0
131.45
135.5
126.55 21+00 22+00 23+00
23+00

1.0%
23+00
-1.0% STORM DRAINS SEWER CABLE OIL WATER

1.25:1
SD
SD
SD
SD
FM
FM 3J
OIL
4" HDPE
SD 125 150 str.lt. hwy sign d.i. oil marker TP 10 conc. conc. hwy sign R/W (UPRR) R/W (UPRR) 30 31
R/W
(STATE) STATE: DOT-RW83 R 0.4
304+55.43
22 23
24 23+37.15 BC 150 125 NORTH
MATCHLINE - STA 23+10

SEE NEXT SHEET
0 50' 100' SCALE 1"=50' H 1"=30' V LAYOUT LO-01 NOTES: 1. FOR COMPLETE RIGHT-OF-WAY INFORMATION, SEE RIGHT-OF-WAY MAPS IN COUNTY OFFICES. 2. SEE "KEY LINE GEOMETRY" SHEET FOR LAYOUT INFORMATION. 3. SEE CONSTRUCTION DETAILS SHEET FOR TRAILHEAD INFORMATION AT ENDS OF BIKE PATH. 4. TEMPORARY FENCE, (TYPE ESA) WILL BE LOCATED 10-FEET BEYOND DAYLIGHT LINE OR AS DIRECTED BY THE ENGINEER. 5. SEE CONSTRUCTION DETAILS FOR LAYOUT OF TRAILHEAD. THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
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SANTA BARBARA SUB, MP 380.49 04/23/21

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ORIGINAL SCALE IS IN INCHES
0 1 2 LO-01
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
LAYOUT
10 of 119
5075 100 125 5075100 125
OG
PG
115.0
119.33

74.0 115.61
102.1
112.02
134.1
108.33
121.1
117.8
103.72
110.4

98.88 109.9

94.04 103.3

89.20 121.65
112.0
117.41

71.0 113.82
133.4
110.23
117.4
106.13
111.8
101.30
108.0

96.46 108.2

91.62 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 -3.59% PVI STA: 27+10 PVI ELEV: 108.07 K: 80.0 26+60 BVC
109.87
27+60 EVC
105.65 100.0' VC PVI STA: 24+00 PVI ELEV: 119.20 K: 61.1 23+60 BVC
121.16
24+40 EVC
117.76 80.0' VC -4.85% OG PG -4.90%
24+48 (BB) 117.48
26+08 (EB) 111.73
SD
SD
SD
SD
SD
SD
SD
SD
FM
FM
FM
FM
FM
FM
FM
FM
FM 3G 3H 3I 3C 3D 3J 3F
OIL

PIPELINE CONTINUES TO EAST
30" RCP
36" RCP
42" RCP
18" CMP
30" CMP
36" TO 30" ELBOW REDUCER
36" CMP
36" CMP
4" HDPE

COM COM COM
COM

COM COM

COMMUNICATIONS CONTINUES

IN RAILROAD CORRIDOR
SD
SD
SD
SD
SD
SD
SD
SD
COM
COM
COM
COM
COM
COM 125 150 175 25 50 75 75 75 100 100 100 25 50 75 75 100 100 125 125 150 150 155 160 160 85 90 50 75 100 100 125 125 150 10 125 d.i. str.lt. d.i. hwy sign mrkr str.lt. hwy sign d.i. down drain
box culvert
rusty 36" CMP
hwy sign d.i. sewer siphon d.i. d.i. /\
/\
/\
/\
/\
/\
/\
/\
/\
/\
/\
/\ d.i.
ditch
ditch
hwy sign oil marker oil marker concrete sea wall
end of sea wall conc. inlet old phone pipe
rusty 36" CMPmci fiber optic marker rrmarker rr marker TT 04 TT 05 TT 06 TT 07 TT 08 TT 09 TP 06 TP 10 TP 13 TP 14 DH 02 TP 24 DH 03 TP 23 TP 22 TP 15 DH 01 DH 07a DH 07b mh broken concrete rubble 4" PVC concrete sea wall
/\ /\
/\ /\ /\ /\
/\
/\ /\ /\
/\
/\
/\ /\ /\ /\
/\ /\
/\
/\
/\
/\
/\ /\ /\ /\ dense brush dense brush conc. wind sock conc. likely over pipeline conc. conc. conc. rr ballast
rr ballast
rr ballast
rr ballast
down drain
wood ret. wall (failed)
hwysign mrkr oil marker hwy sign hwy sign wv
wave
overhead
wave
overhead
51-229 LT
51-229 RT old R.R. box culvert
UPRR
COUNTY
(COUNTY)
R/W
(COUNTY)
R/W
(COUNTY) R/W
(COUNTY) R/W R/W (UPRR) R/W (UPRR) R/W (UPRR) (UPRR)
R/W
(UPRR)
R/W
(UPRR)
23 24
25 26
27 28
29 30
R/W
(STATE)
R/W
(STATE)
R/W
(UPRR)
R/W
(UPRR)
(UPRR)
R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR)

R/W (UPRR)
(STATE)
R/W
(STATE)
R/W
(STATE)

EASE RR

EASE RR
R/W
R/W
R/W
R/W
R/W
R/W
R/W
UPRR
PROPERTY APN 001-220-100 APN 001-220-092 (SOUTHERN PACIFIC TRANSPORTATION CO.) APN 001-010-032 APN 001-220-092 (SOUTHERN PACIFIC TRANSPORTATION CO.) STATE: DOT-RW83 R 0.3 10303

72.69' traxbc
10307

73.34' trax
UPRR
101 SB
101 NB
UPRR CP CP CP "BENCH-01" LINE CP ES ES ES (EXITING) ES "MSEW" LINE"FL-02" LINE MSE WALL (SEE NOTES) "FL-01" LINE ES 304+55.43
304
200
201
202
203
700
701
702
21 22
23 24
25 26
27 28
29 30
31 32
400
401
109 110 111
112
113
114
115
116
117
23+37.15 BC
26+11.09 BC
24+32.29 EC
EC
27+16.50
8'
16'
7' 14'
7'
16'
8' "O.A." LINE
26+08 EB
24+48 BB "OVERLOOK AREA" SEE NOTES 150 125 100 125150 75100 125 65 75 80 85 90 60 60 75 100 80 85
90 95 105
SD
SD
SD
E
36" RCP
E 125
31 32
(SOUTHERN PACIFIC
TRANSPORTATION CO.) "BENCH-01"
26+08 (EB)
SD conc.

R/W
(UPRR) 0.0% 1.0% 2.0% -1.0% -2.0% 2.0% (LT) -2.0% (RT) -1.0% (LT/RT) 2.0% (RT) 1.0% (RT) -2.0% (LT) -1.0% (LT) AXIS OF ROTATION 24+40
-1.0%
23+50
-2.0%
24+00
-2.0%
26+20
-1.0%
26+50
-2.0%
27+50
-2.0%
27+75
-1.0%
23+50

2.0%
23+75

2.0%
24+18.33

0.0%
26+38.33

0.0%
26+75

2.0%
27+50

2.0%
27+75

1.0% 0.0% 1.0% 2.0% -1.0% -2.0% NORTH
MATCHLINE - STA 30+90 SEE NEXT SHEET
MATCHLINE - STA 23+10 SEE PREVIOUS SHEET
0 50' 100' SCALE 1"=50' H 1"=30' V LAYOUT LO-02 NOTES: 1. SEE CONSTRUCTION DETAILS FOR GRADING OF OVERLOOK AREA. 2. SEE CONSTRUCTION DETAILS FOR LAYOUT OF MSE WALL. THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 LO-02
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
LAYOUT "CRT" LINE "CRT" LINE
11 of 119
CP/SPK 28 63.57' CP/PK
FM
FM
FM
FM
SD COM
COM
COM
COM 50 75 100 100 125 125 50 75 100 100 125 125 25 50 75 100 100 65 150 5 10
5 10 10 65 65 mrkr
rusty 36" CMP d.i. gatestr.lt. ditch str.lt.
ditch
hwy sign conc. inlet old phone pipe
rusty 36" CMP
conc. retaining wall
failed conc. retaining wall
bridge ruins
asphalt ramp TT 01 TT 02 TT 03 TT 04 TP 11 TP 12 TP 13 DH 06TP 19 DH 04 DH 05 DH 03 TP 22 TP 21 TP 20 TP 18 TP 16 TP 17 TP 15 mh mh 4" PVC
conc & rip-rap outfall dense brush dense brush conc. conc. conc. conc. hwy sign hwy sign hwy signwall ruins
wood ret. wall (failed) mrkr mrkr mrkr mrkr mrkr mrkr
questionable
landslide debris
questionable
landslide debris
conc. ret. wall
bio. swale
sidewalk old R.R. box culvert old R.R. box culvert
path
wood fence
(COUNTY) R/W
(COUNTY) R/W
(COUNTY)
R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W 15 17 16 18
19 20
21 22
23 R/W
(STATE)
R/W
(STATE)
R/W
(STATE)
(UPRR) R/W (STATE)
R/W
R/W
R/W
R/W

R/W R/W RINCON COUNTY PARK
37+50 CONFORM
101 SB
101 NB
NB ON-RAMP BATES RD.

SB OFF-RAMP BATES RD. CP CP "FL-02" LINE "FL-01" LINE ES ESMSE WALL (SEE NOTES) TRAILHEAD (SEE NOTES) BUTTRESS FILL (SEE NOTES) 202
203
204
205
206
207
701
702
31 32
33 34
35 36
37 38
116
117
118
119
120 121
BC
32+50.23
BC
35+01.92
EC
33+33.76
EC
37+13.95 500
501
502
503
504 APN 001-220-101 STATE: DOT-RW83 R 0.3 APN 001-220-100 8'
16' "SHD" LINE LANDSLIDE DEBRIS (SEE NOTES) 125150 75100 125 50 75100 65 90 60 60 PVI STA: 36+20 PVI ELEV: 64.03 1.0% (RT) -1.0% (LT) AXIS OF ROTATION 37+50

1.0%
37+50
-1.0% 75 100 75100
103.3

89.20 91.8

84.36 81.5

79.52 70.3

74.68 66.9

69.84 64.7

65.27 64.7
100.6

86.78 64.94

86.4 81.94

73.6 77.10

67.0 72.26

64.0 67.42

64.7 64.49

64.0 65.50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 37+50

65.50 -4.84% 1.13% PVI ELEV: 64.03 K: 16.8
35+70 BVC

66.45 36+70 EVC

64.60 100.0' VC
OG
PG OG PG 0.0% 1.0% 2.0% -1.0% -2.0% 0.0% 1.0% 2.0% -1.0% -2.0% NORTH MATCHLINE - STA 30+90 SEE PREVIOUS SHEET
0 50' 100' SCALE 1"=50' H 1" = 30' V LAYOUT LO-03 NOTES: 1. UTILITIES EAST OF RINCON PARK CUL-DE-SAC NOT SHOWN. 2. SEE CONSTRUCTION DETAILS FOR LAYOUT OF MSE WALL. 3. SEE CONSTRUCTION DETAILS FOR BUTTRESS FILL DETAILS. 4. SEE CONSTRUCTION DETAILS FOR LAYOUT OF TRAILHEAD. 5. SEE BENGAL'S GEOTECHNICAL REPORT FOR THE PROPOSED RINCON BEACH MULTI-USE TRAIL. THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 LO-03
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
LAYOUT "CRT" LINE
12 of 119
5075 100
109+50

70.99 112+36.03

68.11 115+24.42

65.74 115+47.23

66.20 1.99% -1.01% -0.82%

72.1 70.99

71.5 70.49

70.9 69.98

70.4 69.48

69.9 68.97

69.3 68.47

68.9 67.99

68.4 67.58

67.9 67.17

67.5 66.76

67.5 66.35

67.4 65.94

67.5 66.2

65.7 65.2

64.8 64.5

64.4 64.6

64.7 64.5

64.3 60.3 108+50 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 OG
PG OG PG 100 125 150 175 100 125 150 175
157.0
159.0
157.91
156.5
154.92
153.9
151.93
150.9
148.94
147.3
145.95
144.6
142.96
141.6
139.97
138.2
136.98
135.2
133.99
132.2
131.00
128.7
127.13
124.7
123.26
121.0
119.40
117.7
115.53
114.4
111.66
109.7 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 200+15
160.00
205+00
131.00
207+65
110.50
-5.98%
-7.74%
OG
PG OG PG 150 175 200 225 250 275 150 175 200 225 250 275 207.2
207.18
207.4
199.12
199.1
189.60
188.5
178.97
181.7
172.22
179.8
169.71
176.3
167.26
173.8
164.81
167.4
162.36
160.2
159.91 300+00 301+00 302+00 303+00 304+00
300+00
207.18
304+55.43
159.65
-15.45%
-21.39%
-4.90% PVI STA: 300+65 PVI ELEV: 197.13 K: 16.0
300+17.50 BVC
204.47
301+12.50 EVC
186.97 95.0' VC PVI STA: 301+76.29 PVI ELEV: 173.33 K: 3.6 301+46.29 BVC
179.74
302+06.29 EVC
171.86 60.0' VC
OG

PG OG PG
0 50' 100' SCALE 1"=50' H 1" = 30' V PROFILES P-01 PROFILE "FL-02" LINE PROFILE "BENCH-01" LINE PROFILE "FL-01" LINE THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 P-01
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB

PROFILES
13 of 119
50607080 50607080
700+70

55.00 701+70

55.00 -40.00% 0.00% 7.50% -1.33%
700+70

67.67 701+70

66.33 700+50 701+00 702+00 FG1 BW OG TW
700+85

59.00 701+30

59.00 701+70

62.00 700+70

65.00 SD SD COM COM COM COM COM 100
rusty 36" CMP conc. inlet old phone pipe TT 04 DH 03 TP 15 4" PVC wood ret. wall (failed) old R.R. box culvert R/W R/W R/W R/W R/W R/W R/W 700+70 N:1963469.7256 E:6114525.4021 BEG. WALL
701+70 N:1963389.7231 E:6114585.3987 END WALL CP "MSEW" LINE "FL-01" LINE CP "CRT" LINE 701 702 31 32 116 65 90 60 60 NORTH 0 10' 20' SCALE 1"=10' H 1"=10' V CONSTRUCTION DETAIL MSE WALL PLAN AND PROFILE C-01 NOTES: 1. THIS PLAN SHEET ACCURATE FOR RETAINING WALL WORK ONLY. THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-01
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB LEGEND CP = CATCH POINT / DAYLIGHT TW = TOP OF WALL BW = BOTTOM OF WALL OG = ORIGINAL GRADE PG = PROFILE GRADE FG1 = FINISHED GRADE AT FACE OF WALL FG2 = FG AT TOE SLOPE OF "CRT" LINE (SEE LAYOUT SHEETS)

CONSTRUCTION DETAIL
14 of 119
VAR PG(FG1) "WALL-01" LINE 2' 8.5' 10.5' PG(BW)

PG(TW) OG

1.25:1 FG (TOE SLOPE "CRT" LINE)
1:1 CP 5% 8' 8' 10' 10' 10' 12' 12' 12' 12' 12' 12' 6' 6' 6' 1 ≤ 1' (TYP) ≤ 0.5' (TYP)
1 12
2 4
3 OG SOIL REINFORCEMENT NOT SHOWN
5 CP
x
x
x
x
x
x FL-01
6 EL. 55
0 2' 4' SCALE 1"=2' H 1"=2' V NOTES: 1. REINFORCED SOIL FOUNDATION (ENCAPSULATED WITH GEOTEXTILE) 2. PLACE POLECRAFT FENCE AT TOP OF WALL 3. EXISTING COMMUNICATION LINE. PROTECT IN PLACE 4. GEOTEXTILE FILTER FABRIC 5. ALL GEOGRID MIRAGRID 5XT (OR APPROVED EQUAL) 6. CONCRETE MASONRY UNIT THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-02
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB CONSTRUCTION DETAIL MSE WALL SECTION C-02

CONSTRUCTION DETAIL MSE WALL SECTION
15 of 119

COM COM COM
COM
COM TT 06 DH 01 /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\
/\
/\
/\
/\ /\ /\
UPRR
COUNTY
R/W
(STATE)
R/W
(UPRR)
R/W
(UPRR)
(UPRR)
R/W
(UPRR)
(COUNTY)

EASE RR

EASE RR
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
N52° 41' 33.71"E 67.40'
-5.0% DI: EL. 108.5
N37° 18' 26.29"W 211.91' RIGHT-OF-WAY ABUT. 2 GRADING
1 4 TON BOULDER WALL
1 4 TON BOULDER WALL (SEE NOTES) 110
125
115
120
130
100
125
95 105
110
115
120
130
100
95 105
110
-1:1.2 FL N41° 19' 47.21"W 111.91'
E:6114320.57 N:1963928.63
110.00
E:6114266.97 N:1963887.76
109.00
E:6114340.87 N:1963803.73
110.00
E:6114344.11 N:1963805.75
110.00
E:6114333.90 N:1963910.64
110.00
+51 END WALL
+69 BEG WALL
+95 END WALL
+16 BEG WALL
110
26 27
400 111 100
85 90
95 105
E:6114235.15 N:1963863.51

75.00 E:6114303.75 N:1963780.56

75.00 -1:1.2 SLOPE 1:1.2 SLOPE 1:1.25
110
110 /\ /\ /\ COM
R/W
401
112 COM COM

COM COM COM COM
COM
COM TT 06 TT 07 DH 01 /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\
/\
/\
/\
/\ /\ /\
/\
/\
/\
/\
/\
/\
/\
/\
UPRR
COUNTY
R/W
(STATE)
R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR)
(UPRR)
(COUNTY)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
N52° 41' 33.71"E 67.40'
-5.0% DI: EL. 108.5
N37° 18' 26.29"W 211.91' RIGHT-OF-WAY
1 4 TON BOULDER WALL
1 4 TON BOULDER WALL (SEE NOTES) 110
75 100
100
80 80
85 85 90
90 95
95 125
115
120
130
125
115
120
130
100
95 105
110
-1:1.2 FL N41° 19' 47.21"W 111.91'
E:6114320.57 N:1963928.63
110.00
E:6114266.97 N:1963887.76
109.00
E:6114340.87 N:1963803.73
110.00
E:6114344.11 N:1963805.75
110.00
E:6114333.90 N:1963910.64
110.00
E:6114206.36 N:1963967.30
104.00
+51 END WALL
+69 BEG WALL
+95 END WALL
+16 BEG WALL
110
26 27
400 109 110 111 75 100
80 85
90 95 105
105
110
E:6114181.75 N:1963938.99

75.00 E:6114235.15 N:1963863.51

75.00 E:6114303.75 N:1963780.56

75.00 -1:1.2 SLOPE 1:1.2 SLOPE 1:1.25
110
110 NORTH
0 10' 20' SCALE 1"=10' THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-03
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB CONSTRUCTION DETAIL OVERLOOK AREA GRADING C-03
CONSTRUCTION DETAIL NOTES: 1. SEEOVERLOOK AREA SECTIONS FOR MORE INFORMATION 2. SEE TYPICAL SECTION SHEETS FOR TRAIL GEOMETRY 3. SEE RIGHT-OF-WAY MAP SHEET FOR MORE INFO 4. SEE FENCING PLANS FOR MORE INFO 5. GRAVEL SHALL BE CALIFORNIA GOLD WITH STABILIZER 6. SEE BOULDER WALL DETAIL FOR MORE INFO A
A
B
B
C
C
D

D GRAVEL CONCRETE BRIDGE BIKE RACKS
16 of 119
*SLOPE VARIES FROM -1.0% (@26+18.10) TO
100% (@26+85) VAR 5' 5' 3'
VAR EL: 1105' VAR PG ETW ETWES HP "CRT" LINE CP R/W CP OG x
x
x SR% R/W 5.0% "O.A." LINE
* SEE TYPICAL SECTIONS FOR MORE INFORMATION REGARDING TRAIL GEOMETRY x
x
x
x
x
x 6.5'
1 4 TON BOULDER WALL
x
x
x VAR OG TOS
1:1.2 ABUT. 2 GRADING SEE BRIDGE PLANS TOS
x
x
x CP"FL-01" LINE CP PGCP COMMUNICATION LINE
O
O
x
x
x LOWER SLOPE REINFORCEMENT (SEE NOTE)
FL 108.5 TOS
x
x
x VAR
LOW PT. 3' EL: 110 5' ETWES HP
x
x
x VAR
1 4 TON BOULDER WALL
0 10' 20' SCALE 1"=10' H 1"=10' V CONSTRUCTION DETAIL OVERLOOK AREA SECTIONS C-04 THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-04
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB
CONSTRUCTION DETAIL SECTION A - A SECTION B - B NOTES: 1. SEE FENCING SHEETS FOR MORE INFORMATION 2. SEE SLOPE REINFORCEMENT SHEETS FOR MORE INFORMATION SECTION C - C SECTION D - D 17 of 119
28 63.57'
FM
FM
FM
SD

COM COM
COM

COM COM
COM
COM
COM
COM 25 50 75 75 100 100 25 50 75 100 125 125 150 150 155 160 160 50 75 100 100 125 125 50 75 100 100 125 125 50 75 100 100 65 150 10 10 65 65 mrkr rusty 36" CMP d.i. gatestr.lt. ditch
ditch
ditch
concrete sea wall
end of sea wall conc. inlet old phone pipe
rusty 36" CMP
conc. retaining wall
failed conc. retaining wall
bridge ruins
fiber optic TT 01 TT 02 TT 03 TT 04 TT 05 TT 06 TT 07 TP 12 TP 13 TP 14 DH 02 DH 06 DH 04 DH 05 TP 24 DH 03 TP 23 TP 22 TP 21 TP 18 TP 16 TP 17 TP 15 DH 01 mh mh 4" PVC
conc & rip-rap dense brush dense brush dense brush conc. wind sock hwy sign rr ballast
rr ballast wall ruins
wood ret. wall (failed) mrkr mrkr mrkr mrkr
questionable
landslide debris
questionable
landslide debris old R.R. box culvert old R.R. box culvert wood fence APN 001-220-100 101 SB
SB OFF-RAMP BATES RD.
200
201
202
203
204
205
206
207
700
701
702
26 27
28 29
30 31
32 33
34 35
36 37
38 400
401 109 110 111
112
113
114
115
116
117
118
119
120 121 500
501
502
503
504 APN STATE: DOT-RW83 R 0.3 APN 001-220-100 100 125150 75100 125 50 75100 65 75 80 85 90 60 60 75 100 80 85
90 95 105 63.57' CP/PK TP 11 TP 19 TP 20 conc & rip-rap outfall APN 001-220-101 COM LINE "FL-01" LINE PG

1.25:1 CP "CRT" LINE PG HP FL
1:1 CP 1.0% "FL-02" LINE PG CP NORTH
0 50' 100' SCALE: AS NOTED CONSTRUCTION DETAIL SLOPE REINFORCEMENT C-04 NOTES: 1. SEE DETAILS, NEXT SHEET, FOR GRID TYPE, PLACEMENT AND LENGTH. 2. LIMITS OF LOCATION D TO BE DETERMINED DURING CONSTRUCTION. SEE BENGAL'S GEOTECHNICAL REPORT FOR THE PROPOSED RINCON BEACH MULTI-USE TRAIL STATION: 109+63 TO 111+60 ("FL-01" LINE) STATION: 111+60 TO 115+47.14 AND 116+46.61 TO 119+50 ("FL-01" LINE) STATION: 111+60 TO 119+50 ("FL-01" LINE) STATION: ≈33+00 TO 35+00 (SEE NOTES) ("CRT" LINE) STATION: 900+15 TO 900+48.10 ("BFILL" LINE) THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-05
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB LOCATION B: "KEYWAY" LOCATION C: LOWER-SLOPE LOCATION D: MID-SLOPE LEGEND: LOCATION A: BUTTRESS CONSTRUCTION DETAIL LOCATION E: BUTTRESS SECTION VIEW SCALE: 1" = 10' H&V PLAN VIEW SCALE: 1" = 10' 18 of 119
COM LINE (PROTECT IN PLACE) "FL-01" LINE PG

1.25:1 CP "CRT" LINE PG HP FL
1:1

1.25:1

0.67' CLR (TYP) 4.67' 12' ±
1:1 OG 3' (TYP) CP CP FG REINFORCED FILL (SEE NOTE)
0 50' 100' SCALE 1"=4' H 1"=4' V CONSTRUCTION DETAIL SLOPE REINFORCEMENT C-05 NOTES: 1. USE TENSAR "GRADED SIERRA SLOPE" REINFORCED FILL THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-06
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB LEGEND: MIRAGRID 5XT GEOGRID (OR APPROVED EQUAL)

CONSTRUCTION DETAIL
19 of 119
1%
90% EL: 15 EL: 64 15' EL: 30 5% CP CP "BFILL" LINEPG "CRT" LINE PG HP

1.25:1 5' OG "FL-01" LINE PG
0 50' 100' SCALE 1"=4' H 1"=4' V CONSTRUCTION DETAIL BUTTRESS FILL C-06 NOTES: 1. THIS DRAWING IS FOR THE CROSS SECTION FOR THE BUTTRESS FILL SHOWN, ONLY. 2. xxxxxxx THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 C-07
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB LEGEND:
1 4 TON RSP

CONSTRUCTION DETAIL
20 of 119
184
PROFILE "TH" LINE
190 190 800+00 181.56800+64.56 183.53

3.04% 181.5 181.56 181.9 181.87 182.4 182.17 182.6 182.48 182.8 182.78 183.0 183.09 183.2 183.39 799+90 800+00 800+90
PROFILE "TH-LT" LINE
180
190
180
190 10+00 181.35 10+19.37 182.20 10+85.81 183.61 181.3 181.35 181.5 181.79 181.8 182.21 182.2 182.42 182.4 182.64 182.6 182.85 182.8 183.06 183.1 183.27 183.3 183.49 9+90 10+00 10+90

4.41%

2.12%
PROFILE "TH-RT" LINE
180
190
180
190 20+00 181.72 20+17.04 181.82 20+60.53 183.45

0.57%

3.75% 181.7 181.72 181.8 181.78 182.1 181.93 182.6 182.30 182.8 182.68 183.0 183.05 183.2 183.43 19+90 20+00 20+90
8'
&
VAR
8'
&
VAR

PG (TH) OG
CP
5%
VAR

A PG (TH-RT)
CP

PG (TH-LT) A
FL FL
"TH" LINE
10%
mh bell
16'
2'SAWCUT
(E) EP
16'
800+63.30 END
("TH" LINE) =
10+40 BEG
("CRT" LINE)
181
182
183
183
183
182
182
"CRT" LINE
CP
800+00 BEG.
=10+40 "CRT" LINE 800+64.56 END
800+13.96 BC
800+58.57 EC
10+00 BEG.
10+85.81 END
10+79.81 EC
10+30.24 PRC
"TH
"
LINE
"TH-RT
"
LINE
20+00 BEG.
20+60.53 END 20+20.12 BC 20+17.04 EC
20+54.54 EC N32°31'21"E 13.96'
R =3 5.0 0 '
L =4 4.61'
N74°26'56"W 5.99'
R =2 0.0 0 '
L =3 0.2 4
'
N74°26'56"W 5.99'
R
=
1 0.0 0 ' L
=
1 7.0 4 ' N32°31'21"E 3.09'
R =2 7.0 0 '
L =3 4.41'
N74°26'56"W 5.99'
R =4 3.0 0 '
L =4 9.5 7 '

BALLARD
(SEE NOTES)
182
183
183
184
"TH-LT
"
LINE
MISC. AC

0.4' HMA

0.5' AB

WEST TRAILHEAD CONSTRUCTION DETAILS
NOTES

1. THESE PLANS ARE FOR THE LAYOUT OF EAST AND
WEST TRAILHEADS ONLY.

2. FURNISH AND INSTALL 36"H x 6"Ø "INTERNAL
REMOVABLE CARBON STEEL" BOLLARD
(1-800-BOLLARDS OR APPROVED EQUAL).

THE CITY OF

CARPINTERIA

PUBLIC WORKS

DEPARTMENT
ENGINEERING DIVISION Approved: Design Drawn Chk'd
UPRR PROJECT. NO.

DATE SHT. DES.

UPRR MILE POST CARPINTERIA RINCON MULTI USE TRAIL
441148Y SOSO

SANTA BARBARA SUB,
MP 380.49
04/23/21 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES
0 1 2
C-8
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-trailhead dtls.dwg BY: Michael Bandich HS Matt Roberts, Project Manager 360 S. Hope Ave, C-110,Santa Barbara, CA 93105 NORTH
0 10' 20'
SCALE 1"=10' H
1"=10' V

CONSTRUCTION DETAILS

WESTERN TRAILHEAD
C-08 CONSTRUCTION DETAILS

CARPINTERIA AVE
CONSTRUCTIONS NOTES:

A. CALTRANS TYPE A1 CURB
21 of 119
d.i.
gate
bridge ruins
TT 01
DH 06
TP 18
mh /\ /\ /\ /\ /\ /\ /\ /\
/\
/\
/\
/\
/\ /\ /\ /\ /\ /\
dense
brush
old R.R.
box
culvert
wood fence
FL
8' 36
37 8'36+20 8.0' RT (BEG. TRANS) EC
37+47.40 22.1' RT BCR
VAR
10'
10'

6.5'
5'
HP
ES
121 121

FLEXABLE

PAVEMENT

MARKERS

FLEXABLE

PAVEMENT

MARKERS
"FL-01" LINE D.I. (PROP) "CRT" LINE
N40° 26' 55.49"W
130.202'
FL
CP
ES
65 70
75 8085
45 50 55 60
65 70
7580
85 505560
65 65
65 70 75 80 85
70 2' 50
55 60
55 60
65 GUTTER
CP
CP "SHD" LINE 65
65 R10'
R30'

EAST TRAILHEAD CONSTRUCTION DETAIL
SCALE: 1" = 8'
NORTH 0 8' 16'
SCALE 1"=8' H

THE CITY OF

CARPINTERIA

PUBLIC WORKS

DEPARTMENT
ENGINEERING DIVISION Approved: Design Drawn Chk'd
UPRR PROJECT. NO.

DATE SHT. DES.

UPRR MILE POST CARPINTERIA RINCON MULTI USE TRAIL
441148Y SOSO

SANTA BARBARA SUB,
MP 380.49
04/23/21 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES0 1 2 C-9
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-trailhead dtls.dwg BY: Michael Bandich HS Matt Roberts, Project Manager 360 S. Hope Ave, C-110,Santa Barbara, CA 93105 CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

EASTERN TRAILHEAD
C-09

PARKING LOT PAVING

CONCRETE TRAIL
LEGEND:

CALTRANS TYPE A1 CURB
22 of 119
d.i.
gate
bridge ruins
mh
asph.
conc. ret. wall
bio. swale
sidewalk
path
wood fence
SAWCUT
D.I. (PROP) R10'
R30'

EAST PARKING AREA CONSTRUCTION DETAIL
SCALE: 1" = 20'
NORTH 0 20' 40'
SCALE 1"=20' H

THE CITY OF

CARPINTERIA

PUBLIC WORKS

DEPARTMENT
ENGINEERING DIVISION Approved: Design Drawn Chk'd
UPRR PROJECT. NO.

DATE SHT. DES.

UPRR MILE POST CARPINTERIA RINCON MULTI USE TRAIL
441148Y SOSO

SANTA BARBARA SUB,
MP 380.49
04/23/21 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES0 1 2 C-10
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-trailhead dtls.dwg BY: Michael Bandich HS Matt Roberts, Project Manager 360 S. Hope Ave, C-110,Santa Barbara, CA 93105 CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

EASTERN TRAILHEAD
C-10
23 of 119
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FM FM FM FM FM
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FM 3G 3H 3I 3J 3k 3N 3O

OIL OIL OIL
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ABANDONED 6"
36" RCP
36" RCP
42" RCP
18" CMP
30" CMP
36" TO 30" ELBOW REDUCER
36" CMP
30" RCP
18" RCP
4" HDPE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W W
W
W
W
W
W W
W
W W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W

W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
4" HDPE
COM

COM COM
COM

COM COM

COM COM
COM
COM
COM
COM
COM
COM

COM COM

COM COM
COM
COM
COM
COM
COM
COM

COM COM

COM COM

COM COM
COM
COM
COM
COM

COM COM

COM COM

COM COM
COM
COM
COM
COM
COM
COM
COM

COM COM COM COM

COM COM

COM COM COM COM COM COM

COM COM

COM COM COM COM COM COM COM

COM COM

COM COM COM
COM
COM

COM COM

COM COM

COM COM

COM COM COM COM COM COM COM

COM COM

COM COM COM COM
COM
COM

COM COM COM

COM COM COM COM COM COM COM

COM COM

COM COM COM COM COM COM COM
COM

COM COM

COM COM COM COM COM COM

COM COM
COM

OIL PIPELINE ABANDONED
SD SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD SD
SD
SD SD
SD
SD
SD
SD
SD
SD SD
SD
SD

SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD

SD SD SD

SD SD SD
SD
SD
SD
SD SD
SD

SD SD SD
SD SD
SD

SD SD SD

SD SD SD
SD
SD
SD
SD
SD SD
SD
SD SD
SD
SD
SD SD

SD SD SD
SD SD
SD
SD
SD
SD
SD SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD
SD SD
SD
SD
SD
SD

SD SD SD
SD
4" HDPE
COM
COM
COM
COM
COM

COM COM COM COM
COM
COM
COM
COM
COM

COM COM
COM
COM
COM
COM
COM
COM

COM COM COM COM
COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM
COM

COM COM COM
COM
COM
COM
COM
COM
COM 150 175 175 200 150175200 125 150 175 200 205 210 210 75 100 175 200 125 str.lt. str.lt. hwy sign down drain str.lt. CB (6)wm d.i. d.i. d.i. d.i. d.i. /\ /\ /\ /\ /\ /\ /\ /\ /\
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/\ d.i. d.i. d.i. sign oil marker oil marker oil marker oil marker oil marker rr marker mh bell mh gte gate h20 valve nut 4"cyp 4"ironwood 6"cyp 5"cyp 10"pepper36"euc 36"euc 10"cyp 24"euc h2o mark TP 07 TP 01 TP 02 TP 05 TP 06 TP 10 TP 09 TP 03 DH 07a DH 07b DH 08 TP 08 2" clump-euc hwy sign dense brush dense brush dense brush asph. conc. conc. conc. h20 valve nut rr ballast
rr ballast
down drain
hwysign str.lt. oil marker hwy sign hwy sign misc. marker sign foc R/W (CITY) R/W
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(CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W (CITY) R/W
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R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
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R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
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R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
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R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
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R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR)
29 30
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CALTRANS DEDICATES TO CITY

CARPINTERIA
AVENUE
10307

73.34' trax
101 SB
101 SB ON-RAMP
101 NB
101 SB ON-RAMP
304+55.43 300 301
302
303
304
11 12
13 14 15 16
17 18
19 20
21 22
23 24
25 175 175 150 175 200 175 200 150 125 NORTH
0 25' 50' SCALE 1"=50' H CONTOUR GRADING G-01 THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 2 G-01
f:\pdata\0_active projects\carp rincon trail\production drawings\carp-civil.dwg BY: Michael Bandich Matt Roberts, Project Manager
360 S. Hope Ave, C-110,Santa Barbara, CA 93105
MB

CONTOUR GRADING
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FM FM FM
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SD OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL
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OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL PIPELINE CONTINUES TO EAST 30" RCP
36" RCP
4" HDPE COM COM COM COM COM COM COM COM COM COM COM

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COM 125 25 50 75 75 75 100 100 100 25 50 75 75 100 100 125 125 150 150 155 160 160 50 75 100 100 125 125 50 75 100 100 125 125 25 50 75 100 100 65 150 5 10
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5 10 10 65 65 d.i. str.lt. d.i. hwy sign mrkr d.i.
rusty 36" CMP d.i. gatestr.lt. ditch sewer siphon d.i. /\ /\ /\ /\ /\ /\ /\ /\/\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\
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ditch
ditch
hwy sign oil marker concrete sea wall
end of sea wall conc. inlet old phone pipe
rusty 36" CMP
conc. retaining wall
failed conc. retaining wall
bridge ruins
asphalt ramp
fiber optic rrmarker rr marker TT 01 TT 02 TT 03 TT 04 TT 05 TT 06 TT 07 TP 10 TP 11 TP 12 TP 13 TP 14 DH 02 DH 06TP 19 DH 04 DH 05 TP 24 DH 03 TP 23 TP 22 TP 21 TP 20 TP 18 TP 16 TP 17 TP 15 DH 01 DH 07a DH 07b mh mh 4" PVC
conc & rip-rap outfall
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/\ /\ /\ /\ /\ /\ dense brush dense brush dense brush dense brush conc. conc. conc. wind sock conc. likely over pipeline conc. conc. hwy sign hwy sign hwy sign rr ballast
rr ballast
rr ballast
rr ballast wall ruins
wood ret. wall (failed)
hwy
sign mrkr mrkr mrkr mrkr mrkr oil marker hwy sign hwy sign wv wave
overhead
wave overhead
questionable
landslide debris
questionable
landslide debris
51-229 LT
51-229 RT
conc. ret. wall
bio. swale old R.R. box culvert old R.R. box culvert
path
wood fence
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(COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W (COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W
(COUNTY) R/W R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR)

R/W (UPRR) R/W (UPRR) R/W (UPRR) (UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)

R/W(UPRR) R/W
(UPRR)

R/W(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) 17 16 18
19 20
21 22
23 24
25 26
27 28 R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W (STATE) R/W (STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W (STATE)
R/W
(STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W (STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W (STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W (STATE) R/W (STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W (STATE)
R/W
(STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W (STATE)
R/W
(STATE)
R/W
(STATE) R/W (STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W (STATE)
R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W (STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE) R/W
(STATE)
R/W
(STATE)
R/W
(STATE) R/W
(STATE) (STATE)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR)
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)

R/W(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)
R/W
(UPRR)

R/W(UPRR)

R/W(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR)
R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR)
R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR)
R/W
(UPRR)

R/W(UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
(UPRR) R/W
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(UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (UPRR) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) R/W (STATE) (COUNTY) R/W
(COUNTY) R/W
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(COUNTY) R/W
R/W
(STATE)
(STATE)

R/W (STATE)

R/W (STATE)

R/W (STATE)

R/W (STATE)

R/W (STATE)

R/W (STATE)
R/W
(STATE)
R/W
(STATE)
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(STATE)
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(STATE)

R/W (STATE)

R/W (STATE)

R/W (STATE) R/W R/W
(STATE)
R/W
(STATE)
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(STATE)
R/W
(STATE)
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EASE RR

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EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

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EASE RR EASE RR EASE RR

EASE RR

EASE RR EASE RR EASE RR

EASE RR

EASE RR EASE RR
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W PACIFIC OCEAN
37+87.95 CONFORM
L4
L5
L6
C3

RINCON COUNTY PARK
10303

72.69' traxbc
10307

73.34' trax
101 SB
101 NB
NB ON-RAMP BATES RD.

SB OFF-RAMP BATES RD.
200
201
202
203
204
205
206
207
700
701
702
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
400
401 109 110 111
112
113
114
115
116
117
118
119
120 121 500
501
502
503
504 100 125150 75100 125 50 75100 65 75 80 85 90 60 60 75 100 80 85
90 95 105 NORTH
0 25' 50' SCALE 1"=50' H CONTOUR GRADING G-02 THE CITY OF CARPINTERIA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Approved: Design
Drawn
Chk'd UPRR PROJECT. NO. DATE SHT. DES. UPRR MILE POST
CARPINTERIA RINCON MULTI USE TRAIL 441148Y
SO
SO
SANTA BARBARA SUB, MP 380.49 04/23/21