Agenda packet, first session — Malibu City Council, November 24, 2025 (part 2 of 10)

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within the PCH Right-of-Way which will not permanently impede existing or future access to the beach. In addition, the project area does not contain any mapped trails as depicted on the LCP Park Lands Map. Therefore, the project is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act of 1976

3. The proposed project meets the development policies of the LCP and MMC and has been determined to be the least environmentally damaging feasible alternative. Therefore, the project, as proposed and conditioned, is the least environmentally damaging alternative.

B. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6)

1. The proposed project proposed project consists of various improvements to the PCH Right-of-Way. While PCH is an LCP-designated scenic road, the replacement and/or upgrade of the existing roadway infrastructure will not alter the existing condition of the Right-of-Way. All proposed infrastructure is located landward of the beach and will not be visible from the beach.

As such, the project, as proposed, will have no significant adverse impacts on scenic and visual resources.

2. The proposed project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.

3. The project, as proposed, is the least environmentally damaging alternative.

4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic or visual resources.

5. The proposed project will not have adverse impacts on scenic and visual resources.

A safer crossing for pedestrians at the proposed location will aid in accessibility of the LCPdesignated scenic highway to pedestrians and will reduce the potential for vehicle impacts for drivers along the scenic highway.

C. Hazards (LIP Chapter 9)

1. Based on the City Public Works Department approval, City geotechnical consultant reviewers determined that the proposed project is not anticipated to result in potential adverse impacts on site stability or structural integrity since no new excavation or foundation system is proposed. Based on review of the proposed project by City coastal engineering consultant reviewers and the City Public Works Department approvals, the proposed project, as conditioned, does not have an adverse impact on the subject site or surrounding area.

2. The proposed project, as designed, conditioned, and approved by the applicable departments and agencies, will not have any significant adverse impacts on the site stability or structural integrity from fire hazards due to project modifications, landscaping or other conditions.

3. The proposed project, as designed and conditioned, is the least environmentally damaging alternative.

4. There are no expected impacts on site stability or structural integrity and therefore there are no feasible alternatives to development that would avoid or substantially lessen impacts 16 Resolution No. 25-57

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on site stability or structural integrity.

5. The proposed project, as designed and conditioned, is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

SECTION 4. Planning Commission Action.

Based on the foregoing findings and evidence contained within the record, the Planning Commission hereby approves CDP No. 25-009, subject to the following conditions.

SECTION 5. Conditions of Approval.

Standard Conditions

1. The applicant, and their successors in interest, shall indemnify and defend the City of Malibu and its officers, employees and agents from and against all liability and costs relating to the City's actions concerning this project, including (without limitation) any award of litigation expenses in favor of any person or entity who seeks to challenge the validity of any of the City's actions or decisions in connection with this project. The City shall have the sole right to choose its counsel and property owners shall reimburse the City’s expenses incurred in its defense of any lawsuit challenging the City’s actions concerning this project.

2. Approval of this application is to allow for the project described herein. The scope of work approved includes:
a. 19 new guardrails;
b. 22 new or upgraded curb ramps;
c. 6,956 linear feet of new sidewalks;
d. Three new retaining walls, between three and five feet in height, and associated grading;
e. Two realigned intersections;
f. 27 new light poles;
g. Approximately 15 miles of new or upgraded bike lanes; h. A new vehicle pull-out for law enforcement use;
i. Median reconstruction at various locations; and
j. Associated roadway improvements.

3. Except as specifically changed by conditions of approval, the proposed development shall be constructed in substantial conformance with the approved scope of work, as described in Condition No. 2 and depicted on plans on file with the Planning Division date stamped July 17, 2025; Sign Plan Sheets dated November 3, 2025; and Plan Sheets E29 to E37 dated October 31, 2025. The proposed development shall further comply with all conditions of approval stipulated in this Resolution and Department Review Sheets attached hereto. In the event project plans conflict with any condition of approval, the condition shall take precedence.

4. Pursuant to LIP Section 13.18.2, this permit and rights conferred in this approval shall not be effective until the property owner signs, notarizes and returns the Acceptance of Conditions Affidavit accepting the conditions of approval set forth herein. The applicant 17 Resolution No. 25-57

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shall file this form with the Planning Division prior to the issuance of any development permits.

5. The applicant shall digitally submit a complete set of plans to the Planning Division for consistency review and approval prior to plan check and again prior to the issuance of any building or development permits.

6. The CDP shall expire if the project has not commenced within three (3) years after issuance of the permit, unless a time extension has been granted. Extension of the permit may be granted by the approving authority for due cause. Extensions shall be requested in writing by the applicant or authorized agent prior to expiration of the three-year period and shall set forth the reasons for the request. In the event of an appeal, the CDP shall expire if the project has not commenced within three years from the date the appeal is decided by the decision-making body or withdrawn by the appellant.

7. Any questions of intent or interpretation of any condition of approval will be resolved by the Community Development Director upon written request of such interpretation.

8. All development shall conform to requirements of the City of Malibu Environmental Sustainability Department, City Biologist, City geotechnical staff consultant reviewers, and the City Public Works Department, as applicable. Notwithstanding this review, all required permits shall be secured.

9. Minor changes to the approved plans or the conditions of approval may be approved by the Community Development Director, provided such changes achieve substantially the same results and the project is still in compliance with the Malibu Municipal Code and the Local Coastal Program. Revised plans reflecting the minor changes and additional fees shall be required.

10. Pursuant to LIP Section 13.20, development pursuant to an approved CDP shall not commence until the CDP is effective. The CDP is not effective until all appeals, including those to the California Coastal Commission (CCC), have been exhausted. In the event that the CCC denies the permit or issues the permit on appeal, the coastal development permit approved by the City is void.

11. The applicant must submit payment for all outstanding fees payable to the City prior to issuance of any building permit, including grading or demolition, and/or encroachment permit.

12. The applicant shall comply with all provisions of the MMC and LIP.

Cultural Resources

13. In the event that potentially important cultural resources are found in the course of geologic testing or during construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Community Development Director can review this information. Thereafter, the procedures contained in LIP Chapter 11 and those in MMC Section 17.54.040(D)(4)(b) shall be followed.
18 Resolution No. 25-57

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14. If human bone is discovered during geologic testing or during construction, work shall immediately cease and the procedures described in Section 7050.5 of the California Health and Safety Code shall be followed. Section 7050.5 requires notification of the coroner. If the coroner determines that the remains are those of a Native American, the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification of the Native American Heritage Commission, the procedures described in Section 5097.94 and Section 5097.98 of the California Public Resources Code shall be followed.

Construction/Fire-Rebuild Efforts

15. Prior to project implementation or any phased portion thereof, construction scheduling and the traffic control plan shall be coordinated with the City Community Development Department and City Public Works Department to ensure that potential conflicts with the use of Pacific Coast Highway and adjacent roadways and private driveways are minimized to the maximum extent practicable during the City’s multi-year fire rebuilding efforts. The Community Development Director and Public Works Director shall provide written authorization to proceed prior to project implementation or any phased portion thereof. a. Coordination shall consider such items as vehicle staging, worker parking, equipment and materials delivery, construction laydown area, ingress/egress at private driveways and roadways, and other private and public construction projects. b. The traffic control plan shall include identification of all measures to be taken to limit lane closures to the maximum extent feasible.
c. All one-way traffic lane closures shall provide for full and continuous access for cyclists through the work corridor, except during identified limited complete closures.
d. The traffic control plan shall also provide for emergency services to cross through construction work areas, including during any one-way traffic lane or full road closures.
e. Updated versions of construction duration traffic controls shall be provided to the Community Development Director and Public Works Director after any substantial changes and prior to implementation of the project associated with the change.

Construction/General

16. Unless written permission is granted by the City Manager pursuant to MMC Section

8.24.050(D), construction hours shall be limited to Monday through Friday from 7:00 a.m. to 7:00 p.m. and Saturdays from 8:00 a.m. to 5:00 p.m. No construction activities shall be permitted on Sundays or City-designated holidays. Caltrans, the City Manager and Public Works Director shall work together to determine which portions of the project are feasible and shall be approved for nighttime construction work.

17. All areas where construction activities or staging are to take place shall be minimized in size to the maximum extent feasible to minimize impacts on coastal resources.

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to Labor Day, and 14 days or less between Labor Day to Memorial Day), unless otherwise authorized by the Community Development Director if it is demonstrated that no other feasible alternative exists to avoid the temporary impact to coastal resources.

18. Construction management techniques, including minimizing the amount of equipment used simultaneously and increasing the distance between emission sources, shall be employed as feasible and appropriate. All trucks leaving the construction site shall adhere to the California Vehicle Code. In addition, construction vehicles shall be covered when necessary; and their tires rinsed prior to leaving the property.

19. All new development, including construction, grading, and landscaping shall be designed to incorporate drainage and erosion control measures prepared by a licensed engineer that incorporate structural and non-structural Best Management Practices (BMPs) to control the volume, velocity and pollutant load of storm water runoff in compliance with all requirements contained in LIP Chapter 17, including:
a. Construction shall be phased to the extent feasible and practical to limit the amount of disturbed areas present at a given time.
b. Grading activities shall be planned during the southern California dry season (April through October).
c. During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods of rain in order to minimize surface water contamination.
d. Filter fences designed to intercept and detain sediment while decreasing the velocity of runoff shall be employed within the project site.

20. For the transportation of heavy construction equipment and/or material, which requires the use of oversized-transport vehicles on State highways, the applicant / property owner is required to obtain a transportation permit from the California Department of Transportation.

Colors/Materials

21. The project is located on and visible from an LCP-designated scenic road and public viewing areas. Colors and materials shall be incorporated into the project that are compatible with the surrounding landscape. Necessary safety signage, markings, or other safety-related devices are not subject to these requirements if required by federal, State, or local law. a. Acceptable colors shall be limited to colors compatible with the surrounding environment (earth tones) including shades of green, brown and gray, with no white or light shades and no bright tones. Colors shall be reviewed and approved by the Community Development Director and clearly indicated on the project plans. b. All retaining wall components shall be sited, designed, and colored in a manner that integrates into the character of the area and minimizes visual impacts to the maximum extent feasible.
c. The use of highly reflective materials shall be prohibited except for solar energy panels or cells, which shall be placed to minimize significant adverse impacts to public views to the maximum extent feasible.
20 Resolution No. 25-57

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Biology/Landscaping

22. Except as permitted pursuant to the provisions in LUP policies 3.18 and 3.20, throughout the City of Malibu, development that involves the use of pesticides, including insecticides, herbicides, rodenticides or any toxic chemical substances, shall be prohibited in cases where the application of such substances would have the potential to significantly degrade Environmentally Sensitive Habitat Areas or coastal water quality or harm wildlife.

Herbicides may be used for the eradication of invasive plant species or habitat restoration, but only if the use of non-chemical methods for prevention and management such as physical, mechanical, cultural, and biological controls are feasible. Herbicides shall be restricted to the least toxic product and method, and to the maximum extent feasible, shall be biodegradable, derived from natural sources, and use for a limited time.

23. No new landscaping is proposed with this project. Therefore, none is approved. A detailed landscaping plan must be submitted to the Planning Division for review by the City Biologist and approval by the Planning Division prior to any planting. Should the applicant intend to plant any new or altered vegetation with a potential to grow over six feet in height at full maturity for an area of 500 square feet or more of landscaping for a new residence, or 2,500 square feet or more of landscaping for an existing residence, a detailed Landscape Documentation Package is required.

24. Any site preparation activities, including removal of vegetation, between February 1 and September 15 will require nesting bird surveys by a qualified biologist at least five days prior to initiation of site preparation activities. Should active nests be identified, a buffer area no less than 150 feet (300 feet for raptors) shall be fenced off until it is determined by a qualified biologist that the nest is no longer active. A report discussing the results of nesting bird surveys shall be submitted to the City within two business days of completing the surveys.

Public Works

25. The City of Malibu, Public Works Deputy Director and/or Superintendent shall be invited to the pre-construction meeting(s) prior to any construction activity taking place.

26. Applicant is to provide a Public Notification letter by printed notice to occupants of all properties within the construction zone on any access, parking and circulation restrictions and limitations that will be created by the construction at least 72 hours in advance of the commencement of construction.

27. Access to the driveways to all properties in the vicinity of the construction activity shall be maintained at all times. Should access restrictions be temporarily needed, it will be the responsibility of the applicant to provide proper notification and coordination with the property owners for restricted access.

28. An approved traffic control plan, prepared by a licensed Civil or Traffic Engineer, shall be submitted to the City of Malibu Public Works Department.

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property owners. Copies of Caltrans encroachment permits shall be submitted to the City prior to the construction.

Applicant shall ensure temporary “No Parking” signs shall designate the dates and times the parking restrictions are to be enforced. Such signs shall be posted 72 hours in advance of parking restriction and shall be placed no more than 100 feet apart and at each end of the area to be restricted. No existing public access shall be inhibited by the installation of temporary “No Parking” signs. If the project impacts existing public access, the applicant shall submit a public access and parking plan, subject to the approval of the Community Development Director and Public Works Director, to mitigate any impacts to public access.

30. The applicant shall maintain signs through the duration of construction from the time of placement to the time of completion and is responsible for replacement of missing or damaged signs.

31. Programmable changeable message signs shall be deployed, as directed by the City Public Works Department, throughout the duration of construction to properly notify the public of ongoing work and impacts along Pacific Coast Highway.

32. Wherever parking may be removed along Pacific Coast Highway to construct proposed improvements, the applicant should make every effort to replace parking elsewhere on the highway.

33. All lighting proposed for installation shall be in compliance with the City of Malibu’s Dark Sky Ordinance.

34. If temporary bathroom facilities for construction workers are used, the temporary bathroom facilities shall have secondary containment and be sited and maintained to prevent any spills to the environment.

35. Should nighttime construction work take place, it shall be coordinated with the City Public Works Department, additionally it may require City Manager approval.

36. Caltrans shall adhere to standard land closure requirements, in addition to the Lane Closure Guidelines for summer operations. Should the hours of lane closures be modified in any capacity it shall be coordinated with the City Public Work Department in advance, with proper public notification provided.

37. Caltrans shall make every effort to minimize the impacts to Pacific Coast Highway, especially through the burn scar and fire rebuild region.

38. The City of Malibu has completed installation of communication conduits along Pacific Coast Highway from Topanga Canyon to John Tyler Road for the traffic signal system in this region. It will be the responsibility of the applicant and contractor to properly identify, locate, and protect the utilities in place, especially those of the signal system. It will be the responsibility of the applicant and contractor to repair and replace any potential damage caused to the infrastructure should this proposed scope of work have any impact on it.

Grading/Drainage/Hydrology (Public Works)
22 Resolution No. 25-57

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39. The total grading yardage verification certificate shall be copied onto the coversheet of the Grading Plan. No alternative formats or substitutes will be accepted.

40. A Water Quality Mitigation Plan (WQMP) shall be submitted for review and approval of the Public Works Director. The WQMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis of the predevelopment and post development drainage on the site. The WQMP shall meet all the requirements of the City’s current Municipal Separate Stormwater Sewer System (MS4) permit. The following elements shall be included within the WQMP:
a. Site Design Best Management Practices (BMPs):
b. Source Control BMPs;
c. Treatment Control BMPs that retain on-site Stormwater Quality Design Volume (SWQDv). Or where it is technically infeasible to retain on-site, the project must biofiltrate 1.5 times the SWQDv that is not retained on-site; d. Drainage improvements;
e. A plan for the maintenance and monitoring of the proposed treatment BMPs for the expected life of the structure;
f. Methods of onsite percolation, site re-vegetation and an analysis for off-site project impacts;
g. Measures to treat and infiltrate runoff from impervious areas; h. A copy of the WQMP shall be filed against the property to provide constructive notice to future property owners of their obligation to maintain the water quality measure installed during construction prior to the issuance of grading or building permits; and
i. The WQMP shall be submitted to the Public Works Department and the fee applicable at the time of submittal for review of the WQMP shall be paid prior to the start of the technical review. The WQMP shall be approved prior the Public Works Department’s approval of the grading and drainage plan and/or building plans. The Public Works Department will tentatively approve the plan and will keep a copy until the completion of the project. Once the project is completed, the applicant shall verify the installation of the BMP’s, make any revisions to the WQMP, and resubmit to the Public Works Department for approval. The original signed and notarized document shall be recorded with the Office of the Los Angeles County Recorder. A certified copy of the WQMP shall be submitted to the Public Works Department prior to the issuance of the certificate of occupancy.

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d. The limits to land to be disturbed during project development shall be delineated and a total area of disturbance should be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading shall be included within the area delineated;
e. If the property contains trees that are protected, they shall be highlighted on the grading plan.
f. If the property contains rare, endangered or special status species as identified in the Biological Assessment, this plan shall contain a prominent note identifying the areas to be protected (to be left undisturbed). Fencing of these areas shall be delineated on this plan is required by the City Biologist; g. The grading limits shall include the temporary cuts made for retaining walls, buttresses and over excavations for fill slopes; and
h. Private storm drain systems shall be shown on this plan. Systems greater than 12 inch in diameter shall also have a plan and profile for the system included with this plan.
i. Public storm drain modification shown on the grading plan shall be approved by the Public Works Department prior to the issuance of the grading permit.

42. A Local Storm Water Pollution Prevention Plan (LSWPPP) shall be provided prior to issuance of grading/building permits. This plan shall include an Erosion and Sediment Control Plan (ESCP) that includes, but is not limited to:

Erosion Controls Scheduling Erosion Controls Scheduling Preservation of Existing Vegetation
Sediment Controls
Silt Fence
Sand Bag Barrier
Stabilized Construction Entrance
Non-Storm Water Management Water Conservation Practices Dewatering Operations
Waste Management Material Delivery and Storage
Stockpile Management
Spill Prevention and Control
Solid Waste Management
Concrete Waste Management
Sanitary/Septic Waste Management
All Best Management Practices (BMP) shall be in accordance to the latest version of the California Stormwater Quality Association (CASQA) BMP Handbook. Designated areas for the storage of construction materials, solid waste management, and portable toilets must not disrupt drainage patterns or subject the material to erosion by site runoff.

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a. Methods to minimize the footprint of the disturbed area and to prevent soil compaction outside the disturbed area
b. Methods used to protect native vegetation and trees
c. Sediment / erosion control
d. Controls to prevent tracking on- and off-site
e. Non-stormwater control
f. Material management (delivery and storage)
g. Spill prevention and control
h. Waste management
i. Identification of site risk level as identified per the requirements in Appendix 1 of the Construction General Permit
j. Landowner must sign the following statement on the ESCP:
“I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that quality personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate and complete. I am aware that submitting false and/or inaccurate information, failing to properly and/or adequately implement the ESCP may result in revocation of grading and/or other permits or other sanctions provided by law.”

44. Storm drainage improvements are required to mitigate increased runoff generated by property development. The applicant shall have the choice of one method specified within LIP Section 17.3.2.B.2.

The SWMP shall identify the site design and source control BMPs that have been implemented in the design of the project. The SWMP shall be reviewed and approved by the Public Works Department prior to the issuance of the grading or building permit for this project.

46. Clearing and grading during the rainy season (extending from November 1 to March 31) shall be prohibited for development that:
a. Is located within or adjacent to ESHA, or
b. Includes grading on slopes greater than 4 to 1.

Approved grading for development that is located within or adjacent to ESHA or on slopes greater than 4 to 1 shall not be undertaken unless there is sufficient time to complete grading operations before the rainy season. If grading operations are not completed before the rainy season begins, grading shall be halted and temporary erosion control measures shall be put into place to minimize erosion until grading resumes after March 31, unless the City determines that completion of grading would be more protective of resources.

25 Resolution No. 25-57

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47. The Building Official may approve grading during the rainy season to remediate hazardous geologic conditions that endanger public health and safety.

48. Exported soil from a site shall be taken to the Los Angeles County Landfill or to a site with an active grading permit and the ability to accept the material in compliance with LIP Section 8.3. A note shall be placed on the project that addresses this.

Geology

49. All recommendations of the consulting certified engineering geologist or geotechnical engineer and/or the City geotechnical consultant reviewers shall be incorporated into all final design and construction including foundations, grading, sewage disposal, and drainage. Final plans shall be reviewed and approved by the City geotechnical consultant reviewers prior to the issuance of a grading permit.

50. Final plans approved by the City geotechnical consultant reviewers shall be in substantial conformance with the approved CDP relative to construction, grading, sewage disposal and drainage. Any substantial changes may require a CDP amendment or a new CDP.

Site Specific

51. Caltrans shall utilize light fixtures that are Dark Sky compliant to the maximum extent feasible. The light fixtures shall be fully shielded, 3,000 kelvin in color temperature, directed downward, and must not exceed the light trespass limits onto adjacent properties listed in MMC Section 17.41.050(G) unless necessary for adequate ingress/egress as reasonably determined by the Community Development Director. City staff shall inspect the installed lights at the cost of Caltrans and confirm compliance with this condition.

52. The proposed sidewalk on Pacific Coast Highway in front of Pepperdine University between Malibu Canyon Road and John Tyler Drive is approved, so long as Caltrans gathers input on this section’s sidewalk design as related to public safety from LASD, LACFD and Pepperdine University. City staff shall ensure that Caltrans has communicated with and considered input from these parties prior to any building permit being approved.

Prior to Completion of Construction

53. Prior to a final inspection, the applicant shall provide a Recycling Summary Report (Summary Report) and obtain the approval from the Environmental Sustainability Division. Applicant must provide haul tickets and diversion information. The final Summary Report shall designate the specific materials that were land filled or recycled, and state the facilities where all materials were taken.

54. The applicant shall request a final Planning Division inspection.

55. Any construction trailer, storage equipment or similar temporary equipment not permitted as part of the approved scope of work shall be removed prior to final Planning inspection.

Fixed Conditions
26 Resolution No. 25-57

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56. This coastal development permit shall run with the land and bind all future owners of the property.

57. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination of all rights granted there under.

SECTION 6. The City Council shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 24rd day of November 2025. ________________________________________
MARIANNE RIGGINS, Mayor
ATTEST:
____________________________________
KELSEY PETTIJOHN, City Clerk
(seal)
APPROVED AS TO FORM:
____________________________________
TREVOR RUSIN, Interim City Attorney
Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 1.12.010 of the MMC and Code of Civil Procedure. Any person wishing to challenge the above action in Superior Court may be limited to raising only those issues they or someone else raised at the public hearing, or in written correspondence delivered to the City of Malibu at or prior to the public hearing.

COASTAL COMMISSION APPEAL – An aggrieved person may appeal the Planning Commission’s approval to the Coastal Commission within 10 working days of the issuance of the City’s Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or in person at the Coastal Commission South Central Coast District office located at 89 South California Street in Ventura, or by calling (805) 585-1800. Such an appeal must be filed with the Coastal Commission, not the City.

Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 1.12.010 of the MMC and Code of Civil Procedure. Any person wishing to challenge the above action in Superior Court may be limited to raising only those issues they or someone else raised at the public hearing, or in written correspondence delivered to the City of Malibu at or prior to the public hearing. 27 Resolution No. 25-57

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28 Attachments 2-6
will be distributed under separate.
29

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Agenda Item # 5.B.

Second Supplemental
Council Agenda Report
To: Mayor Riggins and the Honorable Members of the City Council Prepared by: Adam Pisarkiewicz, AICP, Contract Planner
Reviewed by: Yolanda Bundy, Community Development Director Tyler Eaton, Assistant Community Development Director
Approved by: Candace Bond, Interim City Manager
Date prepared: November 20, 2025 Meeting date: November 24, 2025 Subject: Appeal of Planning Commission Resolution No. 25-69 Regarding Coastal Development Permit No. 25-009 – An application to install 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 27 new light poles, 9.7 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway within the Public Right-of-Way (Citywide, along Pacific Coast Highway within the Public Right-of-Way from Serra Road to the Ventura County border, Owner: California Department of Transportation; Appellant: Malibu Township Council)
RECOMMENDED ACTION: Either: 1) Adopt Resolution No. 25-57 (Exhibit 1) Determining the Project Is Exempt from the California Environmental Quality Act, Denying Appeal No. 25-007, and Approving Coastal Development Permit No. 25-009 for the Installation of 19 New Guardrails, 22 New or Upgraded Curb Ramps, 6,956 Linear Feet of New Sidewalks, Three New Retaining Walls, Two Realigned Intersections, 27 New Light Poles, 9.7 Miles of New or Upgraded Bike Lanes, a Vehicle Pull-Out for Law Enforcement Use, Median Reconstruction at Various Locations, and Associated Roadway Improvements Along Pacific Coast Highway Within the Public Right-of-Way Between the Ventura County Line and Serra Road (California Department of Transportation); or 2) direct staff to return with a resolution denying the project.

DISCUSSION: On November 21, 2025 at 4:53 p.m., the first supplemental agenda report was distributed without Attachments 2-6, which are attached to this report.

City Council Meeting
11-24-25
Item

5.B.
1

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Agenda Item # 5.B.

ATTACHMENTS:

2. Planning Commission Resolution No. 25-69

3. Appeal No. 25-007

4. November 3, 2025 Planning Commission Staff Report and Attachments

5. Correspondence Received on or after the Planning Commission Meeting

6. Public Hearing Notice
2 CITY OF MALIBU PLANNING COMMISSION
RESOLUTION NO. 25-69

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

MALIBU, DETERMINING THE PROJECT IS EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT AND APPROVING
COASTAL DEVELOPMENT PERMIT NO. 25-009 FOR THE
INSTALLATION OF 19 NEW GUARDRAILS. 22 NEW OR UPGRADED
CURB RAMPSH 6,956 LINEAR FEET OF NEW SIDEWALKS, THREE NEW RETAINING WALLS, TWO REALIGNED INTERSECTIONS, 27 NEW
LIGHT POLES, 15 MILES OF NEW OR UPGRADED BIKE LANES, A

VEHICLE PULL-OUT FOR LAW ENFORCEMENT USE, MEDIAN

RECONSTRUCTION AT VARIOUS LOCATIONS, AND ASSOCIATED

ROADWAY IMPROVEMENTS ALONG PACIFIC COAST HIGHWAY

WITHIN THE PUBLIC RIGHT-OF-WAY BETWEEN THE VENTURA

COUNTY LINE AND SERRA ROAD (CALIFORNIA DEPARTMENT OF

TRANSPORTATION)
The Planning Commission ofthe City ofMalibu does hereby find, order and resolve as follows:

SECTION l. Recitals.

A. On March 31, 2025, an application for Coastal Development Permit (CDP) No. 25— 009 was submitted to the Planning Division by the applicant, California Department of Transportation (Caltrans). The application was routed to the City Public Works Department. City Biologist. and City geotechnical consultant reviewers for review.

B. On July 1 1 , 2025, staffdeemed the CDP application complete for processing.

C. On September 15‘ 2025. Notices of Coastal Development Permit Application were posted at Pacific Coast Highway and Serra Road and at Pacific Coast Highway near the Ventura County Line.

D. On September 4, 2025, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to registered interested parties.

E. On September 15, 2025, the Planning Commission continued the item to the October 6, 2025 Regular Planning Commission meeting.

F. On October 6, 2025, the Planning Commission continued the item to the October 20, 2025 Regular Planning Commission meeting.

G. On October 20, 2025, the Planning Commission opened the public hearing and continued the item to the November 3, 2025 Regular Planning Commission with requests for additional information and modifications.

H. On November 3, 2025, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony. and other information in the record.

ATTACHMENT 2
3 Resolution N0. 25-69

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Section 2. Environmental Review.

Pursuant to the authority and criteria contained in California Environmental Quality Act (CEQA), the Planning Commission has analyzed the proposed project. The Planning Commission found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the proj ect is categorically exempt from the provisions of CEQA pursuant to Sections 1530l(c) — Existing Facilities, 15303(d) — New Construction or Conversion of Small Structures, and 15304(h) e Minor Alternations to Land. The Planning Commission has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

SECTION 3. Coastal Development Permit Findings.

Based on the evidence contained within the record, including the agenda report for the project and the hearing on November 3, 2025, and pursuant to Local Coastal Program (LCP) Local Implementation Plan (LIP), including Sections 13.7(B) and 13.9, and the Malibu Municipal Code (MMC), the Planning Commission makes the flndings of fact below, and approves CDP No. 25- 009 for the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 27 new light poles, approximately 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway within the Public Right-of-Way.

The project is consistent with the LCP’s zoning, grading, cultural resources, water quality, and wastewater treatment system standards requirements. The project, as conditioned, has been determined to be consistent with all applicable LCP codes, standards, goals, and policies. The required findings are made herein.

A. General Coastal Development Permit (LIP Chapter 13)
l. The proposed project has been reviewed for conformance with the LCP and MMC by the Planning Division, City geotechnical consultant reviewers, City Biologist. and City Public Works Department. The proposed improvements are necessary to address immediate safety improvements for pedestrians, cyclists and drivers along PCH and extend the service life of the PCH roadway. As discussed herein, the proposed project, as conditioned. conforms to the LCP in that it meets all applicable development standards.

2. The proposed project is located along the first public road and is in conformance with the public access and recreation policies of Chapter 3 of the Coastal Act as the project does not permanently inhibit public access or recreation. The project will upgrade the infrastructure within the PCH Right-of-Way which will not permanently impede existing or future access to the beach. In addition, the project area does not contain any mapped trails as depicted on the LCP Park Lands Map. Therefore, the project is in conformity with the public access and recreation policies ofChapter 3 of the Coastal Act of 1976

3. The proposed project meets the development policies of the LCP and MMC and has been determined to be the least environmentally damaging feasible alternative. Therefore, the project, as proposed and conditioned. is the least environmentally damaging alternative. 4 Resolution N0. 25-69

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B. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6)

1. The proposed project proposed project consists 0f various improvements to the PCH Right-of—Way. While PCH is an LCP—designated scenic road‘ the replacement and/or upgrade ofthe existing roadway infrastructure will not alter the existing condition ofthe Right—of-Way. All proposed infrastructure is located landward ofthe beach and will not be Visible from the beach.

As such, the project, as proposed. will have no significant adverse impacts on scenic and visual resources.

2. The proposed project, as conditioned‘ will not have significant adverse scenic or visual impacts due to required project modifications. landscaping or other conditions. ’33. The project, as proposed. is the least environmentally damaging alternative.

4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic or visual resources.

5. The proposed project will not have adverse impacts on scenic and visual resources.

A safer crossing for pedestrians at the proposed location will aid in accessibility of the LCP— designated scenic highway to pedestrians and will reduce the potential for vehicle impacts for drivers along the scenic highway.

C. Hazards (LIP Chapter 9)

1. Based on the City Public Works Department approval, City geotechnical consultant reviewers determined that the proposed project is not anticipated to result in potential adverse impacts on site stability or structural integrity since no new excavation or foundation system is proposed. Based on review of the proposed project by City coastal engineering consultant reviewers and the City Public Works Department approvals. the proposed project, as conditioned, does not have an adverse impact on the subject site or surrounding area.

2. The proposed project. as designed. conditioned. and approved by the applicable departments and agencies, will not have any significant adverse impacts on the site stability or structural integrity from fire hazards due to project modifications, landscaping or other conditions.

3. The proposed project. as designed and conditioned. is the least environmentally damaging alternative.

5. The proposed project, as designed and conditioned. is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

SECTION 4. Planning Commission Action.

Based on the foregoing findings and evidence contained within the record. the Planning Commission hereby approves CDP No. 25-009. subject to the following conditions. 5 Standard Conditions

1. The applicant, and their successors in interest, shall indemnify and defend the City of Malibu and its officers, employees and agents from and against all liability and costs relating to the City's actions concerning this project including (without limitation) any award of litigation expenses in favor of any person or entity who seeks to challenge the validity of any of the City's actions or decisions in connection with this project. The City shall have the sole right to choose its counsel and property owners shall reimburse the City’s expenses incurred in its defense of any lawsuit challenging the City’s actions concerning this project.

2. Approval of this application is to allow for the project described herein. The scope ofwork approved includes:
19 new guardrails; 22 new or upgraded curb ramps;
6,956 linear feet ofnew sidewalks;
Three new retaining walls, between three and five feet in height, and associated grading; Two realigned intersections;
27 new light poles; Approximately 15 miles ofnew or upgraded bike lanes; A new vehicle pull-out for law enforcement use;
Median reconstruction at various locations; and
Associated roadway improvements.

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3. Except as specifically changed by conditions of approval, the proposed development shall be constructed in substantial conformance with the approved scope of work, as described in Condition No. 2 and depicted on plans on file with the Planning Division date stamped July 17, 2025; Sign Plan Sheets dated November 3, 2025; and Plan Sheets E29 t0 E37 dated October 31, 2025. The proposed development shall further comply with all conditions of approval stipulated in this Resolution and Department Review Sheets attached hereto. In the event project plans conflict with any condition of approval, the condition shall take precedence.

4. Pursuant to LIP Section 13.182, this permit and rights conferred in this approval shall not be effective until the property owner signs; notarizes and returns the Acceptance of Conditions Affidavit accepting the conditions of approval set forth herein. The applicant shall file this form with the Planning Division prior to the issuance of any development permits.

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by the applicant 0r authorized agent prior to expiration ofthe three—year period and shall set forth the reasons for the request. In the event of an appeal. the CDP shall expire if the project has not commenced within three years from the date the appeal is decided by the decision-making body or withdrawn by the appellant.

Any questions of intent or interpretation ofany condition ofapproval will be resolved by the Community Development Director upon written request of such interpretation.

All development shall conform to requirements of the City of Malibu Environmental Sustainability Depaitment, City Biologist“ City geotechnical staff consultant reviewers. and the City Public Works Department. as applicable. Notwithstanding this reviewt all required permits shall be secured.

Minor changes to the approved plans or the conditions of approval may be approved by the Community Development Director. provided such changes achieve substantially the same results and the project is still in compliance with the Malibu Municipal Code and the Local Coastal Program. Revised plans reflecting the minor changes and additional fees shall be required.

10. Pursuant to LIP Section 13.20, development pursuant to an approved CDP shall not commence until the CDP is effective. The CDP is not effective until all appeals. including those to the California Coastal Commission (CCC). have been exhausted. In the event that the CCC denies the permit or issues the permit on appeal. the coastal development permit approved by the City is void.

11. The applicant must submit payment for all outstanding fees payable to the City prior to issuance of any building permit, including grading or demolition. and/or encroachment permit.

12. The applicant shall comply with all provisions ofthe MMC and LIP.

Cultural Resources
l3. In the event that potentially important cultural resources are found in the course of geologic testing or during construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Community Development Director can review this information. Thereafter, the procedures contained in LIP Chapter ll and those in MMC Section 17.54.040(D)(4)(b) shall be followed.

14. If human bone is discovered during geologic testing or during construction. work shall immediately cease and the procedures described in Section 7050.5 ofthe California Health and Safety Code shall be followed. Section 7050.5 requires notification ofthe coroner. If the coroner determines that the remains are those of a Native American. the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification of the Native American Heritage Commission, the procedures described in Section 5097.94 and Section 5097.98 of the California Public Resources Code shall be followed.
7 Resolution N0. 25-69

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COI1structi0n/Fire-Rebuild Efforts

15. Prior to project implementation or any phased portion thereofq construction scheduling and the traffic control plan shall be coordinated with the City Community Development Department and City Public Works Department to ensure that potential conflicts with the use of Pacific Coast Highway and adj acent roadways and private driveways are minimized to the maximum extent practicable during the City’s multi-year fire rebuilding efforts. The Community Development Director and Public Works Director shall provide written authorization to proceed prior to project implementation or any phased portion thereof. a. Coordination shall consider such items as vehicle staging, worker parking, equipment and materials delivery. construction laydown area. ingress/egress at private driveways and roadways, and other private and public construction projects. b. The traffic control plan shall include identification of all measures to be taken to limit lane closures to the maximum extent feasible.
c. All one—way traffic lane closures shall provide for full and continuous access for cyclists through the work corridor. except during identified limited complete closures.
d. The traffic control plan shall also provide for emergency services to cross through construction work areas, including during any one—way traffic lane or full road closures.
e. Updated versions of construction duration traffic controls shall be provided to the Community Development Director and Public Works Director after any substantial changes and prior to implementation ofthe project associated with the change.

Construction/General

16. Unless written permission is granted by the City Manager pursuant to MMC Section

8.24.050(D), construction hours shall be limited to Monday through Friday from 7:00 a.m. to 7:00 p.111. and Saturdays from 8:00 a.m. to 5:00 p.m. No construction activities shall be permitted on Sundays or City-designated holidays. Caltrans, the City Manager and Public Works Director shall work together to determine which portions of the project are feasible and shall be approved for nighttime construction work.
l7. All areas where construction activities or staging are to take place shall be minimized in size to the maximum extent feasible to minimize impacts on coastal resources.

Construction areas shall be sited and designed to minimize impacts to public parking areas and public view areas. No public access parking areas or pullouts at recreation areas, trail heads, or beach access shall be completely blocked by construction activities. except in the case of temporaly construction events (considered 7 days or less between Memorial Day to Labor Day. and 14 days or less between Labor Day to Memorial Day). unless otherwise authorized by the Community Development Director if it is demonstrated that no other feasible alternative exists to avoid the temporary impact to coastal resources.

18. Construction management techniques, including minimizing the amount ofequipment used simultaneously and increasing the distance between emission sources. shall be employed as feasible and appropriate. All trucks leaving the construction site shall adhere to the California Vehicle Code. In addition. construction vehicles shall be covered when necessary; and their tires rinsed prior to leaving the property. 8 Resolution N0. 25—69

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19. All new development. including construction, grading, and landscaping shall be designed to incorporate drainage and erosion control measures prepared by a licensed engineer that incorporate structural and non-structural Best Management Practices (BMPs) to control the volume. velocity and pollutant load of storm water runoff in compliance with all requirements contained in LIP Chapter l7, including:
a. Construction shall be phased to the extent feasible and practical to limit the amount of disturbed areas present at a given time.
b. Grading activities shall be planned during the southern California dry season (April through October). c. During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods of rain in order to minimize surface water contamination.
d. Filter fences designed to intercept and detain sediment while decreasing the velocity of runoff shall be employed within the project site.

20. For the transportation of heavy construction equipment and/or material. which requires the use of oversized-transpom vehicles on State highways. the applicant / property owner is required to obtain a transportation permit from the California Department of Transportation.

C0lors/Materials

21. The project is located on and visible from an LCP-designated scenic road and public viewing areas. Colors and materials shall be incorporated into the project that are compatible with the surrounding landscape. Necessary safety signage, markings, or other safety-related devices are not subject to these requirements if required by federal. State. or local law. a. Acceptable colors shall be limited to colors compatible with the surrounding environment (earth tones) including shades of green. brown and gray. with no white or light shades and no bright tones. Colors shall be reviewed and approved by the Community Development Director and clearly indicated on the project plans. b. All retaining wall components shall be sited. designed, and colored in a manner that integrates into the character of the area and minimizes visual impacts to the maximum extent feasible.
c. The use of highly reflective materials shall be prohibited except for solar energy panels or cells. which shall be placed to minimize significant adverse impacts to public views to the maximum extent feasible.

Biology/Landscaping

22. Except as permitted pursuant to the provisions in LUP policies 3.18 and 3.20. throughout the City of Malibu. development that involves the use ofpesticides. including insecticides. herbicides. rodenticides or any toxic chemical substances. shall be prohibited in cases where the application of such substances would have the potential to significantly degrade Environmentally Sensitive Habitat Areas or coastal water quality or harm wildlife.

Herbicides may be used for the eradication of invasive plant species or habitat restoration. but only if the use of non—chemical methods for prevention and management such as physical, mechanical, cultural. and biological controls are feasible. Herbicides shall be restricted to the least toxic product and method. and to the maximum extent feasible. shall be biodegradable, derived from natural sources. and use for a limited time. 9 Resolution N0. 25-69

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23. NO new landscaping is proposed with this project. Therefore. none is approved. A detailed landscaping plan must be submitted to the Planning Division for review by the City Biologist and approval by the Planning Division prior to any planting. Should the applicant intend to plant any new or altered vegetation with a potential to grow over six feet in height at full maturity for an area of 500 square feet or more of landscaping for a new residence. or 2,500 square feet or more of landscaping for an existing residence, a detailed Landscape Documentation Package is required.

24. Any site preparation activities. including removal ofvegetation. between February 1 and September 15 will require nesting bird surveys by a qualified biologist at least five days prior to initiation of site preparation activities. Should active nests be identified. a buffer area no less than 150 feet (300 feet for raptors) shall be fenced off until it is determined by a qualified biologist that the nest is no longer active. A report discussing the results of nesting bird surveys shall be submitted to the City within two business days ofcompleting the surveys.

Public Works

25. The City of Malibu, Public Works Deputy Director and/or Superintendent shall be invited to the pre-construction meeting(s) prior to any construction activity taking place.

26. Applicant is to provide a Public Notification letter by printed notice to occupants of all properties within the construction zone on any access. parking and circulation restrictions and limitations that will be created by the construction at least 72 hours in advance ofthe commencement of construction.

28. An approved traffic control plan. prepared by a licensed Civil or Traffic Engineer. shall be submitted to the City of Malibu Public Works Department.

29. No signs shall be placed outside the Caltrans right—of—way unless all required encroachment permits are first obtained from the City of Malibu or permission granted from private property owners. Copies of Caltrans encroachment permits shall be submitted to the City prior to the construction.

Applicant shall ensure temporary “No Parking” signs shall designate the dates and times the parking restrictions are to be enforced. Such signs shall be posted 72 hours in advance of parking restriction and shall be placed no more than 100 feet apart and at each end of the area to be restricted. No existing public access shall be inhibited by the installation of temporary “No Parking” signs. If the project impacts existing public access. the applicant shall submit a public access and parking plan. subject to the approval ofthe Community Development Director and Public Works Director. to mitigate any impacts to public access. 10 Resolution N0. 25-69

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The applicant shall maintain Signs through the duration of construction from the time of placement to the time of completion and is responsible for replacement of missing or damaged signs.

31. Programmable changeable message signs shall be deployed. as directed by the City Public Works Department, throughout the duration of construction to properly notify the public of ongoing work and impacts along Pacific Coast Highway.

32. Wherever parking may be removed along Pacific Coast Highway to construct proposed improvements the applicant should make every effort to replace parking elsewhere on the highway.

33. All lighting proposed for installation shall be in compliance with the City ofMalibu’s Dark Sky Ordinance.

34. Iftemporaiy bathroom facilities for construction workers are used, the temporary bathroom facilities shall have secondary containment and be sited and maintained to prevent any spills to the environment.

35. Should nighttime construction work take place. it shall be coordinated with the City Public Works Department. additionally it may require City Manager approval.

Caltrans shall make every effort to minimize the impacts to Pacific Coast Highway. especially through the burn scar and fire rebuild region.

38. The City of Malibu has completed installation of communication conduits along Pacific Coast Highway from Topanga Canyon to John Tyler Road for the traffic signal system in this region. It will be the responsibility ofthe applicant and contractor to properly identify. locate, and protect the utilities in place, especially those ofthe signal system. It will be the responsibility of the applicant and contractor to repair and replace any potential damage caused to the infrastructure should this proposed scope ofwork have any impact on it.

Grading/Drainage/Hydrology (Public Works)

39. The total grading yardage verification certificate shall be copied onto the coversheet ofthe Grading Plan. No alternative formats or substitutes will be accepted.

Page 10 of 14 ends

b. Source Control BMPS;
c. Treatment Control BMPS that retain on—site Storlnwater Quality Design Volume (SWQDV). Or where it is technically infeasible to retain on—siter the project must biofrltrate 1.5 times the SWQDV that is not retained on—site; d. Drainage improvements;
e. A plan for the maintenance and monitoring ofthe proposed treatment BMPs for the expected life of the structure;
f. Methods of onsite percolation, site re—vegetation and an analysis for off—site project impacts; g. Measures to treat and infiltrate runoff from impervious areas; h. A copy of the WQMP shall be filed against the property to provide constructive notice to future property owners of their obligation to maintain the water quality measure installed during construction prior to the issuance of grading or building permits; and
The WQMP shall be submitted to the Public Works Department and the fee applicable at the time of submittal for review ofthe WQMP shall be paid prior to the start of the technical review. The WQMP shall be approved prior the Public Works Department’s approval of the grading and drainage plan and/or building plans. The Public Works Department will tentatively approve the plan and will keep a copy until the completion of the project. Once the project is completed, the applicant shall verify the installation of the BMP’s. make any revisions to the WQMP, and resubmit to the Public Works Department for approval. The original signed and notarized document shall be recorded with the Office ofthe Los Angeles County Recorder. A certified copy of the WQMP shall be submitted to the Public Works Department prior to the issuance of the certificate of occupancy.

41. A grading and drainage plan containing the following information shall be approved. and submitted to the Public Works Department. prior to the issuance of grading permits for the project: a. Public Works Department general notes;
b. The existing and proposed square footage of impervious coverage on the property shall be shown on the grading plan (including separate areas for buildings. driveways. walkways. parking. tennis courts and pool decks); c. The limits of land to be disturbed during project development shall be delineated and a total area shall be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading, areas disturbed for the installation of the septic system, and areas disturbed for the installation of the detention system shall be included within the area delineated;
d. The limits to land to be disturbed during project development shall be delineated and a total area of disturbance should be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading shall be included within the area delineated;
e. If the property contains trees that are protected. they shall be highlighted on the grading plan. f. If the property contains rare. endangered or special status species as identified in the Biological Assessment. this plan shall contain a prominent note identifying the areas to be protected (to be left undisturbed). Fencing of these areas shall be delineated on this plan is required by the City Biologist; 12 Resolution N0. 25—69

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g. The grading limits shall include the temporary cuts made for retaining walls, buttresses and over excavations for fill slopes; and
h. Private storm drain systems shall be shown on this plan. Systems greater than 12 inch in diameter shall also have a plan and profile for the system included with this plan. Public storm drain modification shown on the grading plan shall be approved by the Public Works Department prior to the issuance ofthe grading permit.

All Best Management Practices (BMP) shall be in accordance to the latest version ofthe California Stormwater Quality Association (CASQA) BMP Handbook. Designated areas for the storage of construction materials, solid waste management, and portable toilets must not disrupt drainage patterns or subject the material to erosion by site runoff.

43. Prior to the approval ofany permits and prior to the submittal ofthe required construction general permit document to the State Water Quality Control Board. the property owner / applicant shall submit the Public Works Department an Erosion and Sediment Control Plan (ESCP) for review. The ESCP shall contain appropriate site-specific construction site BMPs prepared and certified by a qualified SWPPP developer (QWD). All structural BMPs must be designed by a licensed California civil engineer. The ESCP must address the following elements:
a. Methods to minimize the footprint of the disturbed area and to prevent soil compaction outside the disturbed area
Methods used to protect native vegetation and trees
Sediment / erosion control
Controls to prevent tracking on- and off-site
Non—stormwater control
Material management (delivery and storage)
Spill prevention and control
Waste management
Identification ofsite risk level as identified per the requirements in Appendix l of the Construction General Permit
DOU‘S‘OQWm-
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j. Landowner must sign the following statement on the ESCP:
“I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that quality personnel properly gather and evaluate the information submitted. Based on my inquiiy of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate and complete. l am aware that submitting false and/or inaccurate information, failing to properly and/or adequately implement the ESCP may result in revocation of grading and/or other permits or other sanctions provided by law.”

44. Storm drainage improvements are required to mitigate increased runoff generated by property development. The applicant shall have the choice of one method specified within LIP Section 17.3.2.B.2.

45. A Storm Water Management Plan (SWMP) shall be submitted for review and approval of the Public Works Director. The SWMP shall be prepared in accordance with the LIP Section 17.3.2 and all other applicable ordinances and regulations. The SWMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis ofthe pre-development and post-development drainage ofthe site. The SWMP shall identify the site design and source control BMPs that have been implemented in the design of the project. The SWMP shall be reviewed and approved by the Public Works Department prior to the issuance of the grading or building permit for this project.

46. Clearing and grading during the rainy season (extending from November l to March 31) shall be prohibited for development that:
a. Is located within or adjacent to ESHA, 0r
b. Includes grading on slopes greater than 4 to 1.

Approved grading for development that is located within or adjacent to ESHA or on slopes greater than 4 to 1 shall not be undertaken unless there is sufficient time to complete grading operations before the rainy season. If grading operations are not completed before the rainy season begins. grading shall be halted and temporary erosion control measures shall be put into place to minimize erosion until grading resumes after March 31. unless the City determines that completion of grading would be more protective ofresources.

47. The Building Official may approve grading during the rainy season to remediate hazardous geologic conditions that endanger public health and safety.

Ge010gy

49. All recommendations of the consulting certified engineering geologist or geotechnical engineer and/or the City geotechnical consultant reviewers shall be incorporated into all final design and construction including foundations. grading. sewage disposal. and 14 Resolution N0. 25—69

Page 13 of 14 ends

drainage. Final plans shall be reviewed and approved by the City geotechnical consultant reviewers prior to the issuance of a grading permit.

50. Final plans approved by the City geotechnical consultant reviewers shall be in substantial conformance with the approved CDP relative to construction. grading. sewage disposal and drainage. Any substantial changes may require a CDP amendment or a new CDP.

Site Specific

52. The proposed sidewalk on Pacific Coast Highway in front of Pepperdine University between Malibu Canyon Road and John Tyler Drive is approved, so long as Caltrans gathers input on this section’s sidewalk design as related to public safety from LASD. LACFD and Pepperdine University. City staff shall ensure that Caltrans has communicated with and considered input from these parties prior to any building permit being approved.

Prior t0 Completion of Construction

53. Prior to a final inspection. the applicant shall provide a Recycling Summary Report (Summary Report) and obtain the approval from the Environmental Sustainability Division. Applicant must provide haul tickets and diversion information. The final Summary Report shall designate the specific materials that were land filled or recycled. and state the facilities where all materials were taken.

54. The applicant shall request a final Planning Division inspection.

55. Any construction trailer. storage equipment or similar temporary equipment not permitted as part of the approved scope of work shall be removed prior to final Planning inspection.

Fixed Conditions

56. This coastal development permit shall run with the land and bind all future owners of the property.

57. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination ofall rights granted there under. 15 Resolution N0. 25—69

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SECTION 6. The Planning Commission shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 3rd day ofNovember 2025. t/iZl
DREMEONWD‘ Pla1%i'ng Commission Chair
ATTEST:
@tllMw
REBECCA EVANS. Recording Secretary
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan (LIP) Section 1320.1 (Local Appeals) a decision made by the Planning Commission may be appealed to the City Council by an aggrieved person by written statement setting forth the grounds for appeal. An appeal shall be filed with the City Clerk within 10 days and shall be accompanied by an appeal form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucityorg, in person at City Hall, or by calling (310) 456—2489‘ ext. 246.

COASTAL COMMISSION APPEAL — An aggrieved person may appeal the Planning Commissions approval to the Coastal Commission within 10 working days of the issuance of the City’s Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or in person at the Coastal Commission South Central Coast District office located at 89 South California Street in Ventura. or by calling (805) 585-1 800. Such an appeal must be filed with the Coastal Commission, not the City.

Any action challenging the final decision ofthe City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 1.12.01 0 ofthe MMC and Code of Civil Procedure. Any person wishing to challenge the above action in Superior Court may be limited to raising only those issues they or someone else raised at the public hearing. or in written correspondence delivered to the City of Malibu at or prior to the public hearing.

I CERTIFY THAT THE FOREGOING RESOLUTION NO. 25—69 was passed and adopted by the Planning Commission of the City of Malibu at the Regular meeting held on the 3rd day of November 2025 by the following vote:
%M
REBECCA EVANS, Recording Secretary
AYES: 4 Commissioners: Kamins. Riddick. Peak. Leonard
NOES: 1 Commissioner: Mazza
ABSTAIN: 0
ABSENT: 0
16 PLANNING DEPARTMENT

COASTAL DEVELOPMENT PERMIT

NOTICE OF APPEAL CHECKLIST
Actions Subject to Local Appeal: Pursuant to Local Coastal Program (LCP) Local Implementation Plan (LIP) Section 13.20.1 (Local Appeals), a decision or any portion of the decision of the Planning Director may be appealed to the Planning Commission by an aggrieved person, and any decision of the Planning Commission may be appealed to the City Council by an aggrieved person.

Deadline and Fees: Pursuant to LIP Section 13.20.1, an appeal shall be filed with the City Clerk within 1 O days following the date of action for which the appeal is made, as indicated in the decision. If the tenth day falls on a weekend or a City-recognized holiday, the deadline shall extend to the close of business at City Hall on the first business day (whether whole or partial) following the weekend or a City-recognized holiday. Appeals shall be accompanied by the filing fee of $750 as specified by the City Council.

To perfect an appeal, the form must be completed, together with all the necessary attachments, and must be timely received by the City Clerk either in person or by mail addressed to City of Malibu, Attn: City Clerk, 23825 Stuart Ranch Road, Malibu, CA 90265. For more information, contact Patricia Salazar, Development and Operations Manager, at (310) 456-2489, extension 245.

Part I. Project lnfonnation

1. What is the file number of the Coastal Development Permit you are appealing? Na �oo'f

2. On what date was the decision made which you are appealing? NOVG/>'1.i3 t� 3, ' 102. r:::

3. Who made the decision you are appealing?
D Planning Director � Planning Commission

4. What is the address of the project site at issue?
A/AtJ(r ftU e,ry w,t>E- F/UJm St=/JJI..A floAD 1Q t/�NvfU\c.ot1i>rt BoAMt

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P:\Fonns\COUNTER FORMS\PLN Appeal Checklist_ CDP _220518.docx ATTACHMENT 3 17 18
19 20
21 22
23 24
25

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Commission Agenda Report
To: Chair Leonard and Members of the Planning Commission Prepared by: Adam Pisarkiewicz, AICP, Contract Planner
Reviewed by: Raneika Brooks, AICP, Former Principal Planner Approved by: Yolanda Bundy, MS, PE, CBO, CFCO, Community Development Director and Tyler Eaton, Assistant Community Development Director Date prepared: October 23, 2025 Meeting date: November 3, 2025 Subject: Coastal Development Permit No. 25-009 – An application to install 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway within the Public Right-of-Way (Continued from October 20, 2025)
Locations: Citywide, along Pacific Coast Highway within the Public Right-of-Way from Serra Road to the Ventura County
border, located within the appealable coastal zone
Owner: California Department of Transportation (Caltrans) RECOMMENDED ACTION: Consider Coastal Development Permit (CDP) No. 25-009 for the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway (PCH) within the Public Right-of-Way (PROW) between the Ventura County line and Serra Road (California Department of Transportation) and 1) bring back a resolution consistent with the Planning Commission’s decision or 2) adopt draft Planning Commission Resolution No. 25-69 (Exhibit A).

Planning Commission
Meeting
11-03-25
Item

4.A.

ATTACHMENT 4
26

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DISCUSSION: On October 20, 2025, the Planning Commission continued this item to the November 3, 2025 Regular Planning Commission meeting with the following requests for modification or additional information:
• Modify plan sheet SD-8 to revise the sign in the lower right-hand corner to delete “and museum” and add a sign for the Surfrider Beach / Adamson House turnoff (located across the bridge from the Malibu Lagoon State Beach); • Dialog with Pepperdine University officials and the Malibu Country Estates Homeowners Association regarding the utility of a sidewalk extending from Malibu Canyon Road to John Tyler Road depicted on plan sheets L-5 to L-7 and the supporting retaining wall depicted on plan sheets L-6 and R-1; • Provide additional detail on the sidewalk section near Corral Canyon with dimensions to demonstrate the adequacy of width for both sidewalk and parking depicted on plan sheets L-12 to L-14;
• Assess whether only minimal intersection lighting will provide adequate light safety, reduce the number of new streetlights and update plan sheets E-27 to E-37 to show both existing and the proposed lighting;
• Append Condition No. 16 with, “Caltrans, the City Manager and Public Works Director shall work together to determine which portions of the project are feasible and shall be approved for nighttime construction work.”; and • Provide both the current proposed bicycle lanes, an alternative for bicycle lanes to be contiguous where possible and identify the related reduction of parking spaces which would result.

The Commission reached consensus on Caltrans proposed improvements to guardrails, curb ramps, retaining walls at Heathercliff Road and at Busch Drive, intersection realignments, median reconstruction, vehicle pull out for law enforcement use and associated roadway improvements.

Planning Commission Resolution No. 25-69 (Exhibit A) has been updated to reflect the continuance and Condition No. 16 has been appended with the additional language requested by the Commission. Correspondence received for the October 20, 2025 Regular Planning Commission meeting has been provided in Exhibit C.

California Department of Transportation (Caltrans) staff are actively working to provide the additional information requested. However, due to publication of the agenda packet four days following the public hearing, most responses will be provided as a supplemental report the following week.

Caltrans staff reached out to California Coastal Commission (CCC) staff for a response regarding the potential reduction in parking along Pacific Coast Highway for potential creation of protected bicycle lanes or longer stretches of contiguous bicycle lanes. The 27

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CCC response and summary of Caltrans analysis regarding inclusion of longer segments of Class II bike lanes has been provided as Exhibit D.

Caltrans staff have also updated plan sheet L-12 with dimensions to demonstrate the adequacy of width for both sidewalk and parking (Exhibit E).

EXHIBITS:

A. Planning Commission Resolution No. 25-69
B. October 20, 2025 Regular Planning Commission Meeting Agenda Report C. Correspondence Received for October 20, 2025
D. Response from California Coastal Commission and Caltrans analysis E. Updated plan sheet L-12 with dimensions to demonstrate the adequacy of width for both sidewalk and parking depicted
28 EXHIBIT A

CITY OF MALIBU PLANNING COMMISSION
RESOLUTION NO. 25-69

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

MALIBU, DETERMINING THE PROJECT IS EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT AND APPROVING
COASTAL DEVELOPMENT PERMIT NO. 25-009 FOR THE
INSTALLATION OF 19 NEW GUARDRAILS, 22 NEW OR UPGRADED
CURB RAMPS, 6,956 LINEAR FEET OF NEW SIDEWALKS, THREE NEW RETAINING WALLS, TWO REALIGNED INTERSECTIONS, 42 NEW
LIGHT POLES, 15 MILES OF NEW OR UPGRADED BIKE LANES, A

VEHICLE PULL-OUT FOR LAW ENFORCEMENT USE, MEDIAN

RECONSTRUCTION AT VARIOUS LOCATIONS, AND ASSOCIATED

ROADWAY IMPROVEMENTS ALONG PACIFIC COAST HIGHWAY

WITHIN THE PUBLIC RIGHT-OF-WAY BETWEEN THE VENTURA

COUNTY LINE AND SERRA ROAD (CALIFORNIA DEPARTMENT OF

TRANSPORTATION)
The Planning Commission of the City of Malibu does hereby find, order and resolve as follows:

SECTION 1. Recitals.

A. On March 31, 2025, an application for Coastal Development Permit (CDP) No. 25- 009 was submitted to the Planning Division by the applicant, California Department of Transportation (Caltrans). The application was routed to the City Public Works Department, City Biologist, and City geotechnical consultant reviewers for review.

B. On July 11, 2025, staff deemed the CDP application complete for processing.

C. On September 15, 2025, Notices of Coastal Development Permit Application were posted at Pacific Coast Highway and Serra Road and at Pacific Coast Highway near the Ventura County Line.

D. On September 4, 2025, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to registered interested parties.

E. On September 15, 2025, the Planning Commission continued the item to the October 6, 2025 Regular Planning Commission meeting.

F. On October 6, 2025, the Planning Commission continued the item to the October 20, 2025 Regular Planning Commission meeting.

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Section 2. Environmental Review.

Pursuant to the authority and criteria contained in California Environmental Quality Act (CEQA), the Planning Commission has analyzed the proposed project. The Planning Commission found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to Sections 15301(c) – Existing Facilities, 15303(d) – New Construction or Conversion of Small Structures, and 15304(h) – Minor Alternations to Land. The Planning Commission has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

SECTION 3. Coastal Development Permit Findings.

Based on the evidence contained within the record, including the agenda report for the project and the hearing on November 3, 2025, and pursuant to Local Coastal Program (LCP) Local Implementation Plan (LIP), including Sections 13.7(B) and 13.9, and the Malibu Municipal Code (MMC), the Planning Commission makes the findings of fact below, and approves CDP No. 25- 009 for the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, approximately 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway within the Public Right-of-Way.

A. General Coastal Development Permit (LIP Chapter 13)

1. The proposed project has been reviewed for conformance with the LCP and MMC by the Planning Division, City geotechnical consultant reviewers, City Biologist, and City Public Works Department. The proposed improvements are necessary to address immediate safety improvements for pedestrians, cyclists and drivers along PCH and extend the service life of the PCH roadway. As discussed herein, the proposed project, as conditioned, conforms to the LCP in that it meets all applicable development standards.

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______________________
B. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6)

As such, the project, as proposed, will have no significant adverse impacts on scenic and visual resources.

2. The proposed project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.

3. The project, as proposed, is the least environmentally damaging alternative.

4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic or visual resources.

5. The proposed project will not have adverse impacts on scenic and visual resources.

C. Hazards (LIP Chapter 9)

3. The proposed project, as designed and conditioned, is the least environmentally damaging alternative.

5. The proposed project, as designed and conditioned, is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

SECTION 4. Planning Commission Action.

Based on the foregoing findings and evidence contained within the record, the Planning Commission hereby approves CDP No. 25-009, subject to the following conditions. 31 Resolution No. 25-69

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______________________
SECTION 5. Conditions of Approval.

Standard Conditions

2. Approval of this application is to allow for the project described herein. The scope of work approved includes:
a. 19 new guardrails;
b. 22 new or upgraded curb ramps;
c. 6,956 linear feet of new sidewalks;
d. Three new retaining walls, between three and five feet in height, and associated grading;
e. Two realigned intersections;
f. 42 new light poles;
g. Approximately 15 miles of new or upgraded bike lanes; h. A new vehicle pull-out for law enforcement use;
i. Median reconstruction at various locations; and
j. Associated roadway improvements.

3. Except as specifically changed by conditions of approval, the proposed development shall be constructed in substantial conformance with the approved scope of work, as described in Condition No. 2 and depicted on plans on file with the Planning Division date stamped July 17, 2025. The proposed development shall further comply with all conditions of approval stipulated in this Resolution and Department Review Sheets attached hereto. In the event project plans conflict with any condition of approval, the condition shall take precedence.

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______________________
by the applicant or authorized agent prior to expiration of the three-year period and shall set forth the reasons for the request. In the event of an appeal, the CDP shall expire if the project has not commenced within three years from the date the appeal is decided by the decision-making body or withdrawn by the appellant.

7. Any questions of intent or interpretation of any condition of approval will be resolved by the Community Development Director upon written request of such interpretation.

11. The applicant must submit payment for all outstanding fees payable to the City prior to issuance of any building permit, including grading or demolition, and/or encroachment permit.

12. The applicant shall comply with all provisions of the MMC and LIP.

Cultural Resources

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______________________
Construction/Fire-Rebuild Efforts

Construction/General

16. Unless written permission is granted by the City Manager pursuant to MMC Section

17. All areas where construction activities or staging are to take place shall be minimized in size to the maximum extent feasible to minimize impacts on coastal resources.

Construction areas shall be sited and designed to minimize impacts to public parking areas and public view areas. No public access parking areas or pullouts at recreation areas, trail heads, or beach access shall be completely blocked by construction activities, except in the case of temporary construction events (considered 7 days or less between Memorial Day to Labor Day, and 14 days or less between Labor Day to Memorial Day), unless otherwise authorized by the Community Development Director if it is demonstrated that no other feasible alternative exists to avoid the temporary impact to coastal resources.

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______________________

Colors/Materials

Biology/Landscaping

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______________________

Public Works

25. The City of Malibu, Public Works Deputy Director and/or Superintendent shall be invited to the pre-construction meeting(s) prior to any construction activity taking place.

28. An approved traffic control plan, prepared by a licensed Civil or Traffic Engineer, shall be submitted to the City of Malibu Public Works Department.

29. No signs shall be placed outside the Caltrans right-of-way unless all required encroachment permits are first obtained from the City of Malibu or permission granted from private property owners. Copies of Caltrans encroachment permits shall be submitted to the City prior to the construction.

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______________________

30. The applicant shall maintain signs through the duration of construction from the time of placement to the time of completion and is responsible for replacement of missing or damaged signs.

32. Wherever parking may be removed along Pacific Coast Highway to construct proposed improvements, the applicant should make every effort to replace parking elsewhere on the highway.

33. All lighting proposed for installation shall be in compliance with the City of Malibu’s Dark Sky Ordinance.

35. Should nighttime construction work take place, it shall be coordinated with the City Public Works Department, additionally it may require City Manager approval.

37. Caltrans shall make every effort to minimize the impacts to Pacific Coast Highway, especially through the burn scar and fire rebuild region.

Grading/Drainage/Hydrology (Public Works)

39. The total grading yardage verification certificate shall be copied onto the coversheet of the Grading Plan. No alternative formats or substitutes will be accepted.

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______________________
b. Source Control BMPs;
c. Treatment Control BMPs that retain on-site Stormwater Quality Design Volume (SWQDv). Or where it is technically infeasible to retain on-site, the project must biofiltrate 1.5 times the SWQDv that is not retained on-site; d. Drainage improvements;
e. A plan for the maintenance and monitoring of the proposed treatment BMPs for the expected life of the structure;
f. Methods of onsite percolation, site re-vegetation and an analysis for off-site project impacts;
g. Measures to treat and infiltrate runoff from impervious areas; h. A copy of the WQMP shall be filed against the property to provide constructive notice to future property owners of their obligation to maintain the water quality measure installed during construction prior to the issuance of grading or building permits; and
i. The WQMP shall be submitted to the Public Works Department and the fee applicable at the time of submittal for review of the WQMP shall be paid prior to the start of the technical review. The WQMP shall be approved prior the Public Works Department’s approval of the grading and drainage plan and/or building plans. The Public Works Department will tentatively approve the plan and will keep a copy until the completion of the project. Once the project is completed, the applicant shall verify the installation of the BMP’s, make any revisions to the WQMP, and resubmit to the Public Works Department for approval. The original signed and notarized document shall be recorded with the Office of the Los Angeles County Recorder. A certified copy of the WQMP shall be submitted to the Public Works Department prior to the issuance of the certificate of occupancy.

41. A grading and drainage plan containing the following information shall be approved, and submitted to the Public Works Department, prior to the issuance of grading permits for the project:
a. Public Works Department general notes;
b. The existing and proposed square footage of impervious coverage on the property shall be shown on the grading plan (including separate areas for buildings, driveways, walkways, parking, tennis courts and pool decks); c. The limits of land to be disturbed during project development shall be delineated and a total area shall be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading, areas disturbed for the installation of the septic system, and areas disturbed for the installation of the detention system shall be included within the area delineated;
d. The limits to land to be disturbed during project development shall be delineated and a total area of disturbance should be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading shall be included within the area delineated;
e. If the property contains trees that are protected, they shall be highlighted on the grading plan.
f. If the property contains rare, endangered or special status species as identified in the Biological Assessment, this plan shall contain a prominent note identifying the areas to be protected (to be left undisturbed). Fencing of these areas shall be delineated on this plan is required by the City Biologist; 38 Resolution No. 25-69

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______________________
g. The grading limits shall include the temporary cuts made for retaining walls, buttresses and over excavations for fill slopes; and
h. Private storm drain systems shall be shown on this plan. Systems greater than 12 inch in diameter shall also have a plan and profile for the system included with this plan.
i. Public storm drain modification shown on the grading plan shall be approved by the Public Works Department prior to the issuance of the grading permit.

43. Prior to the approval of any permits and prior to the submittal of the required construction general permit document to the State Water Quality Control Board, the property owner / applicant shall submit the Public Works Department an Erosion and Sediment Control Plan (ESCP) for review. The ESCP shall contain appropriate site-specific construction site BMPs prepared and certified by a qualified SWPPP developer (QWD). All structural BMPs must be designed by a licensed California civil engineer. The ESCP must address the following elements:
a. Methods to minimize the footprint of the disturbed area and to prevent soil compaction outside the disturbed area
b. Methods used to protect native vegetation and trees
c. Sediment / erosion control
d. Controls to prevent tracking on- and off-site
e. Non-stormwater control
f. Material management (delivery and storage)
g. Spill prevention and control
h. Waste management
i. Identification of site risk level as identified per the requirements in Appendix 1 of the Construction General Permit
39 Resolution No. 25-69

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______________________
j. Landowner must sign the following statement on the ESCP:
“I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that quality personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate and complete. I am aware that submitting false and/or inaccurate information, failing to properly and/or adequately implement the ESCP may result in revocation of grading and/or other permits or other sanctions provided by law.”

44. Storm drainage improvements are required to mitigate increased runoff generated by property development. The applicant shall have the choice of one method specified within LIP Section 17.3.2.B.2.

47. The Building Official may approve grading during the rainy season to remediate hazardous geologic conditions that endanger public health and safety.

Geology

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______________________
drainage. Final plans shall be reviewed and approved by the City geotechnical consultant reviewers prior to the issuance of a grading permit.

Prior to Completion of Construction

51. Prior to a final inspection, the applicant shall provide a Recycling Summary Report (Summary Report) and obtain the approval from the Environmental Sustainability Division. Applicant must provide haul tickets and diversion information. The final Summary Report shall designate the specific materials that were land filled or recycled, and state the facilities where all materials were taken.

52. The applicant shall request a final Planning Division inspection.

53. Any construction trailer, storage equipment or similar temporary equipment not permitted as part of the approved scope of work shall be removed prior to final Planning inspection.

Fixed Conditions

54. This coastal development permit shall run with the land and bind all future owners of the property.

55. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination of all rights granted there under.

SECTION 6. The Planning Commission shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 3rd day of November 2025. ________________________________________
DREW LEONARD, Planning Commission Chair
ATTEST:
____________________________________
REBECCA EVANS, Recording Secretary
41 Resolution No. 25-69

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______________________
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan (LIP) Section

13.20.1 (Local Appeals) a decision made by the Planning Commission may be appealed to the City Council by an aggrieved person by written statement setting forth the grounds for appeal. An appeal shall be filed with the City Clerk within 10 days and shall be accompanied by an appeal form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucity.org, in person at City Hall, or by calling (310) 456-2489, ext. 246.

I CERTIFY THAT THE FOREGOING RESOLUTION NO. 25-69 was passed and adopted by the Planning Commission of the City of Malibu at the Regular meeting held on the 3rd day of November 2025 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________________
REBECCA EVANS, Recording Secretary
42

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Commission Agenda Report
To: Chair Leonard and Members of the Planning Commission Prepared by: Adam Pisarkiewicz, AICP, Contract Planner
Reviewed by: Raneika Brooks, AICP, Principal Planner
Approved by: Yolanda Bundy, MS, PE, CBO, CFCO, Community Development Director
Date prepared: October 9, 2025 Meeting date: October 20, 2025 Subject: Coastal Development Permit No. 25-009 – An application to install 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway within the Public Right-of-Way (Continued from October 6, 2025)
Locations: Citywide, along Pacific Coast Highway within the Public Right-of-Way from Serra Road to the Ventura County
border, located within the appealable coastal zone
Owner: California Department of Transportation (Caltrans) RECOMMENDED ACTION: Consider Coastal Development Permit (CDP) No. 25-009 for the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway (PCH) within the Public Right-of-Way (PROW) between the Ventura County line and Serra Road (California Department of Transportation) and 1) bring back a resolution consistent with the Planning Commission’s decision or 2) adopt draft Planning Commission Resolution No. 25-69 (Attachment 1).

DISCUSSION: This agenda report provides a project overview, a summary of the surrounding land uses and project setting, description of the proposed project, staff’s analysis of the proposed project’s consistency with Malibu Local Coastal Program (LCP) Planning Commission
Meeting
10-20-25
Item

4.A.

EXHIBIT B
43

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and Malibu Municipal Code (MMC), and environmental review pursuant to CEQA. The analysis and findings contained herein demonstrate the proposed project is consistent with the LCP, MMC and CEQA.

Project Background and Overview
The project proposes to install 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, a new California Highway Patrol pull-out, approximately 15 miles of new or upgraded bike lanes, and median reconstruction at various locations along PCH within the PROW between Cross Creek and the Ventura County line. The proposed project is a Caltrans Director’s Order Project which is intended to address immediate safety items along PCH through upgrades to various existing infrastructure as well as new installations such as sidewalks and bike lanes in certain locations. The project location extends along PCH from the Ventura County Line to Cross Creek Road. Figure 1 below displays the project location.

This project is phase one of a two-phase pavement rehabilitation project with the second phase incorporating the remaining eastern portion of PCH within the City limits. The second phase will have a similar project scope to the proposed project. Caltrans has stated that these two projects are intended to provide more immediate safety upgrades to Pacific Coast Highway, separate from the PCH Master Plan Feasibility Study which could include larger scale changes to the roadway such as Right-of-Way and driving lane width alterations which require a longer timeline for approval and construction.

The proposed project has been reviewed by the Planning Division, City geotechnical consultant reviewers, City Biologist, and City Public Works Department1 (Attachment 3 – Department Review Sheets)
1 As part of the Public Works Department’s review of this project, the project was presented to the Public Works Commission on July 23, 2025. The Public Works Commission’s comments are included in the Public Works Department comment memo as part of Attachment 3.
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Project Setting
Figure 1: Project Location
Source: Caltrans
The project location is entirely within the PCH ROW, extending from the Ventura County line to Cross Creek Road. The length of roadway within the project area is approximately 16 miles. According to Caltrans, the purpose of this project is to extend the service life of the roadway, improve the ride quality of vehicles, upgrade Complete Street2 features, upgrade safety features, and minimize maintenance worker exposure to roadway hazards.

The project site is located within the Appeal Jurisdiction as depicted on the Post-LCP Certification Permit and Appeal Jurisdiction Map. No trails are mapped on or adjacent to the project area according to the LCP Park Lands Map. The project area does not contain Environmentally Sensitive Habitat Area (ESHA), based on the LCP ESHA and Marine Resources Map. Figure 1 displays the property location along Pacific Coast Highway.

Project Elements

1. New Guardrails
There are currently 26 existing guardrails within the project area. Of the 26 existing guardrails, 19 will be upgraded to a Midwest Guardrail System while the remaining seven will be unaltered. The Midwest Guardrail System is approximately four inches taller than conventional guardrails and is engineered to handle modern vehicles.

The new guardrails will be installed throughout the project area.

The new guardrails are shown on Sheets L-1, L-4, L-10 – 12, L-19, L-24, L-27, L31, L-39 – 42, L-52, L-54, L-56 – 58. 2 Caltrans defines “Complete Streets” as transportation facilities designed to be safe and comfortable for all users, including pedestrians, bicyclists, motorists, and transit riders of all ages and abilities. These streets are planned, designed, constructed, operated, and maintained to provide convenient mobility and improve accessibility to essential community destinations for everyone.

Ventura
County
border
Cross Creek
Road/Serra
Road
45

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2. New/Upgraded Curb Ramps
Curb ramps are intended to provide pedestrians access to the sidewalk and street when a curb face or vertical change in elevation occurs. Curb ramps provide access to people who use wheelchairs, strollers, walkers, crutches, handcarts, and bicycles as well as pedestrians with mobility impairments. In accordance with the Americans with Disabilities Act (ADA), all people shall have equal access to public facilities regardless of physical limitations. The applicant proposes a total of 22 new or upgraded curb ramps throughout the project area at various intersections and crosswalks.

The curb ramps are shown on Sheets C-1 to C-24.

3. New Sidewalks
The applicant proposes to install six new sidewalks, totaling 6,956 feet in length.

The new sidewalks are in the following locations:

A. Between Cross Creek Road and Webb Way (Northbound side of PCH). This portion is approximately 1,539 feet in length. See Sheets L-1 – 3 and C-25 –

27. B. Between Cross Creek Road and Malibu Canyon Road (Southbound side of PCH). This portion is approximately 956 feet in length. See Sheets L-1, L-2, C-25, and C-26.

C. Between Malibu Canyon Road and John Tyler Road (Northbound side of PCH). This portion is approximately 1,855 feet in length. See Sheets L-5 to L7.

D. At Heathercliff Drive (Northbound side of PCH). This portion is approximately 50 feet in length. See Sheets L-29 and C-19.

E. At Busch Drive (Northbound side of PCH). This portion is approximately 64 feet in length. See Sheets L-32 and C-22.

F. At Corral Canyon Road (Southbound side of PCH). This portion is approximately 2,483 feet in length. See Sheets L-12 to L-14. 46

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Figure 2: Proposed Sidewalk Locations
Source: Caltrans

4. Retaining Walls
The applicant is proposing to install three retaining walls. All three retaining walls are required to construct and support the proposed sidewalks. The locations of each retaining wall and the associated dimensions are listed below:

A. Between John Tyler Road and Malibu Canyon Road. This retaining wall is proposed to be 50 feet long and 3 feet tall. See Sheets L-6 and R-1.

B. At Heathercliff Road. This retaining wall is proposed to be 74 feet long and 5 feet tall. See Sheets L-29 and R-2.

C. At Busch Drive. This retaining wall is proposed to be 82 feet long and 5 feet tall.

See Sheets L-31, L-32, and R-3.

5. Intersection Realignments
The applicant proposes to realign two intersections, see the list below:

A. Malibu Road and PCH. The plan below displays the new intersection alignment in green and the existing alignment shaded in red. The new intersection will be a T-intersection with a stop sign for drivers turning onto southbound PCH as opposed to the existing on-ramp. The new alignment is coupled with one of the proposed sidewalks, which provides a short distance for pedestrians crossing Malibu Road.

NB
SB
D. Heathercliff Rd
Bus Stop (NB)
E. Busch Dr
Bus Stop (SB)
F. Corral Canyon Rd
Bus Stop (SB)
C. Malibu Canyon Rd
to John Tyler Rd
(NB)
A. Cross Creek Rd
to Webb Way (NB)
B. Cross Creek Rd
to Malibu Rd (SB)
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Figure 3 – PCH and Malibu Road Realignment
Source: Caltrans
B. Civic Center Way and PCH. The plan below displays the new intersection alignment in green with the existing alignment shaded in red. The new intersection will be a T-intersection with a stop sign for drivers turning onto northbound PCH as opposed to the existing on-ramp.
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Figure 4 – PCH and Civic Center Way Realignment
Source: Caltrans

6. New/upgraded Bike Lanes.

Caltrans is proposing a total of 15.4 miles of new or upgraded bike lanes. All bike lanes are Class II lanes, which means they are unprotected lanes within the roadway and striped for one-way bike travel. The northbound side of PCH consists of 14 proposed bike lane segments for a total of 7.1 miles. The southbound side of PCH consists of 15 proposed bike lane segments for a total of 8.3 miles. The proposed bike lanes are dispersed throughout the project area as shown in the image below with the bike lane segments shown in green.

Figure 5 – Location of New/Upgraded Bike Lanes
Source: Caltrans
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7. Median Reconstruction
Caltrans is proposing to reconstruct all raised medians within the project area. The widths of the reconstructed medians will be reduced from various existing widths (3 ft – 15 ft) to two feet, making room for additional bike lanes. The existing raised medians are present throughout the project area. The image below provides an example of a reconstructed median plan. See Sheets L-3 – 19, L-33, L-34, L-37, and L-38.

Figure 6 – Cross Section of Reconstructed Medians
Source: Caltrans

8. New California Highway Patrol (CHP) Pull Out
Caltrans is proposing a new CHP Pull-Out3 lane along the southbound side of PCH between Looshen Road and Lunita Road. The pullout area is proposed along an existing, undeveloped shoulder and would be 401 feet long and 12 feet wide. See diagram below and Sheets L-41 and C-34 for further plan details.

Figure 7 – “Pull-Out” Lane Diagram
Source: Caltrans
3 A "pull-out lane" refers to a turnout area or lane on a two-lane highway where slower vehicles, particularly those with five or more vehicles following, can pull over to allow faster traffic to pass. It's a designated space to improve traffic flow and safety when passing is unsafe.
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9. New Light Poles
Caltrans is proposing to add 42 new light poles within the project area. The light poles are proposed to be the exact same height as the existing light poles along PCH but these will adhere to Dark Sky Ordinance shielding and lumen standards.

The new light poles are proposed to be installed in various locations throughout the project area. See Sheets E-27 – 37.

10. Associated Roadway Improvements
Additional improvements proposed by Caltrans include the following:
• New crosswalk striping;
• Audible Pedestrian Signals, Countdown Pedestrian Signal Heads and Bicycle Detection;
• New Qwick-Kurb bollards for traffic channelization;
• Replacement and installation of new roadway signs (ex. Street signs, speed limit signs, parking signs, directional signage, etc.) See Sheets SD-1 – 28; • Lengthen the northbound left turn pocket from northbound PCH to southbound Heathercliff Road;
• Lengthen the northbound left turn pocket from northbound PCH to southbound Malibu Cove Colony Drive;
• Radar Speed Feedback Signs; and
• Adjustments to traffic signal timing.

Project Description
The proposed scope of work is as follows:
a. 19 new guardrails;
b. 22 new or upgraded curb ramps;
c. 6,956 linear feet of new sidewalks;
d. Three new retaining walls, between three and five feet in height, and associated grading;
e. Two realigned intersections;
f. 42 new light poles;
g. Approximately 15 miles of new or upgraded bike lanes; h. A new vehicle pull-out for law enforcement use;
i. Median reconstruction at various locations; and
j. Associated roadway improvements.
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LCP Analysis
The LCP consists of the Land Use Plan (LUP) and the Local Implementation Plan (LIP).

The LUP contains programs and policies implementing the Coastal Act in Malibu. The LIP contains provisions to carry out the policies of the LUP to which every project requiring a coastal development permit must adhere.

There are 14 LIP chapters that potentially apply depending on the nature and location of the proposed project. Of these, five are for conformance review only and contain no findings: 1) Zoning, 2) Grading, 3) Archaeological/Cultural Resources, 4) Water Quality, and 5) OWTS. These chapters are discussed in the LIP Conformance Analysis section.

The nine remaining LIP chapters contain required findings: 1) Coastal Development Permit; 2) ESHA; 3) Native Tree Protection; 4) Scenic, Visual and Hillside Resource Protection; 5) Transfer of Development Credits; 6) Hazards; 7) Shoreline and Bluff Development; 8) Public Access; and 9) Land Division. For the reasons described in this report, including the project site, the scope of work and substantial evidence in the record, only findings in the following chapters are applicable to the proposed project: Coastal Development Permit; Scenic, Visual, and Hillside Resource Protection; Shoreline and Bluff Development; and Hazards. These chapters are discussed in the LIP Findings section of this report.

LIP Conformance Analysis
The proposed project has been reviewed by the Planning Division, and City geotechnical consultant reviewers, City Environmental Health Administrator, City Biologist, and City Public Works Department (Attachment 3 – Department Review Sheets). The project, as proposed and conditioned, has been found to be consistent with all applicable LCP codes, standards, goals and policies.

Zoning (LIP Chapter 3)
The LCP does not provide development standards within LIP Chapter 3 for ROW improvements and thus an analysis of zoning conformance is not provided.

Grading (LIP Chapter 8)
LIP Section 8.3 ensures that new development minimizes the visual resource impacts of grading and landform alteration by restricting the amount of non-exempt grading. The proposed grading is site-specific and entirely within the PROW and therefore is not subject to the grading requirements set forth under LIP Section 8.3. 52

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Table 1 – LCP Grading Conformance
Exempt**
NonExempt Remedial TotalR&R* Understructure Safety**
*
Cut 0 0 0 11,478 0 11,478
Fill 0 0 0 0 0 0
Total 0 0 0 11,478 0 11,478
Import 0 0 0 0 0 0
Export 0 0 0 0 0 0
All quantities listed in cubic yards unless otherwise noted *R&R= Removal and Re-compaction
**Exempt grading includes all R&R, understructure, and safety grading. ***Safety grading is the incremental grading required for Fire Department access (such as turnouts, hammerheads, and turnarounds and any other increases in driveway width above 15 feet required by the LACFD).

Archaeological / Cultural Resources (LIP Chapter 11)
LIP Chapter 11 requires certain procedures be followed to determine potential impacts on archaeological resources. The project site has been evaluated for potential impacts to archaeological resources; however, the project’s scope of work is limited to improvements within the PROW in areas that are currently disturbed. Due to the scope of work and location of the improvements, no further study is required at this time.

Nevertheless, a condition of approval is included in the resolution which states, in the event that potentially important cultural resources are found in the course of construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources, and until the Community Development Director can review this information.

Water Quality (LIP Chapter 17)
The City Public Works Department reviewed and approved the proposed project for conformance to LIP Chapter 17 requirements for water quality protection and requirements of the State Water Resources Control Board (SWRCB), because the property is located in an Area of Special Biological Significance (ASBS). The ocean between Latigo Point and the west city limits has been established by the SWRCB as an ASBS as part of the California Ocean Plan. Standard conditions of approval include the implementation of approved storm water management plans during construction activities and to manage runoff from the development, including recordation of a water quality mitigation plan, and best management practices in compliance with ASBS standards. With the implementation of these conditions, the proposed project conforms to the water quality protection standards of LIP Chapter 17.
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Wastewater Treatment System Standards (LIP Chapter 18)
LIP Chapter 18 addresses the siting, design, and performance requirements of onsite wastewater treatment systems (OWTS). The proposed project does not include a new OWTS nor does it include new or additional drainage fixtures; therefore, the provisions of LIP Chapter 18 do not apply.

LIP Findings
A. Coastal Development Permit (LIP Chapter 13)
LIP Section 13.9 requires that the following four findings be made for all coastal development permits.

Finding 1. That the project as described in the application and accompanying materials, as modified by any conditions of approval, conforms with the certified City of Malibu Local Coastal Program.

The proposed project has been reviewed for conformance with the LCP and MMC by the Planning Division, City geotechnical consultant reviewers, City Biologist, and City Public Works Department. The proposed improvements are necessary to address immediate safety improvements for pedestrians and drivers along PCH and extend the service life of the PCH roadway. As discussed herein, the proposed project, as conditioned, conforms to the LCP in that it meets all applicable development standards.

Finding 2. If the project is located between the first public road and the sea, that the project is in conformity to the public access and recreation policies of Chapter 3 of the Coastal Act of 1976 (commencing with Sections 30200 of the Public Resources Code).

The proposed project is located along the first public road and in conformance with the public access and recreation policies of Chapter 3 of the Coastal Act as the project does not inhibit public access opportunities. The project will upgrade the infrastructure within the PCH Right-of-Way which will not impede existing or future access to the beach. In addition, the project area does not contain any mapped trails as depicted on the LCP Park Lands Map. Therefore, the project is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act of 1976 (commencing with Sections 30200 of the Public Resources Code).

Finding 3. The project is the least environmentally damaging alternative.

This analysis assesses whether alternatives to the proposed project would significantly lessen adverse impacts to coastal resources. The following alternatives to the proposed project were considered.
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No Project — The “no project” alternative would lead to the continued degradation of the service life of the PCH roadway and hinder the provision of pedestrian and driver safety improvements which does not meet the project objectives. There were no feasible alternatives that would achieve the goals and intentions of the project and that would reduce potential environmental impacts.

Proposed Project — The proposed project consists of the installation 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a new California Highway Patrol pull-out, median reconstruction at various locations, and associated roadway improvements. The intent of the proposed project is to improve pedestrian and vehicular safety. All work is proposed within the Caltrans ROW. Therefore, the project, as proposed, is the least environmentally damaging alternative.

B. Environmentally Sensitive Habitat Area Overlay (LIP Chapter 4) The subject property is not in a designated ESHA, or ESHA buffer, as shown on the LCP ESHA and Marine Resources Map. Therefore, the findings of LIP Section 4.7.6 are not applicable.

C. Native Tree Protection (LIP Chapter 5)
There are no native trees on or adjacent to the subject parcel. Therefore, the findings of LIP Chapter 5 are not applicable.

D. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6) The Scenic, Visual, and Hillside Resource Protection Chapter governs those coastal development permit applications concerning any lot that is located along, within, provides views to or is visible from any scenic area, scenic road or public viewing area. The proposed project is located entirely within the PCH ROW, which is an LCP-designated scenic highway. The proposed development would be visible from PCH and, therefore, the project requires the following findings be made for all coastal development permits.

Finding 1. The project, as proposed, will have no significant adverse scenic or visual impacts due to project design, location on the site or other reasons.

The proposed project consists of the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a new California Highway Patrol pull-out, median reconstruction at various locations, and associated roadway improvements. While PCH is an LCP-designated scenic highway, the replacement and/or upgrade of the existing roadway infrastructure will not alter the existing condition of the ROW. All proposed infrastructure is located landward of the beach and will 55

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not be visible from the beach. As such, the project, as proposed, will have no significant adverse impacts on scenic and visual resources.

Finding 2. The project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.

The proposed project is entirely within the ROW and does not involve ESHA or propose any landscaping. There are no proposed project modifications which would thereby impact scenic or visual resources. Therefore, the project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.

Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.

As discussed in Section A, Finding 3, the project, as proposed, is the least environmentally damaging alternative. The intent of the proposed project is to improve pedestrian and vehicular safety. All work is proposed within the Caltrans ROW. Therefore, the project, as proposed, is the least environmentally damaging alternative.

Finding 4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic or visual resources.

The proposed project will improve pedestrian and vehicular safety at an existing pedestrian crosswalk. The proposed project elements are either not visible or are the same height as existing infrastructure, such as light poles, and no associated development will impact scenic or visual resources along the PCH ROW. Therefore, there are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic or visual resources.

Finding 5. Development in a specific location on the site may have adverse scenic and visual impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified LCP.

The replacement and/or upgrade of the roadway infrastructure will enhance the safety of pedestrians and vehicles along PCH. As discussed in Finding 1, the proposed project will not have adverse impacts on scenic and visual resources.

E. Transfer of Development Credit (LIP Chapter 7)
The proposed project does not include a land division or multi-family development.

Therefore, the findings of LIP Chapter 7 are not applicable. 56

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F. Hazards (LIP Chapter 9)
Pursuant to LIP Section 9.3, written findings of fact, analysis and conclusions addressing geologic, flood and fire hazards, structural integrity or other potential hazards must be included in support of all approvals, denials or conditional approvals of development located in or near an area subject to these hazards. The project has been analyzed for the hazards listed in LIP Sections 9.2(A)(1-7) by City geotechnical consultant reviewers, and City Public Works Department, and has been reviewed and approved for conformance with all relevant policies and regulations of the LCP and MMC. Based on review of the project and site, no geological hazards are present on site. In addition, the fire hazard of the land area will not be increased.

The proposed development has been analyzed for the hazards listed in LIP Chapter 9 by the Planning Division, City geotechnical consultant reviewers, and City Public Works Department. The required findings are made as follows:

Finding 1. The project, as proposed will neither be subject to nor increase instability of the site or structural integrity from geologic, flood, or fire hazards due to project design, location on the site or other reasons.

City geotechnical consultant reviewers determined that the proposed project is not anticipated to result in potential adverse impacts on site stability or structural integrity since no new excavation or foundation system is proposed. Based on review of the proposed project by City geotechnical consultant reviewers, and the City Public Works Department approvals, the proposed project, as conditioned, does not have an adverse impact on the subject site or surrounding area.

Fire Hazard
The entire City of Malibu is designated as a Very High Fire Hazard Severity Zone, a zone defined by a more destructive behavior of fire and a greater probability of flames and embers threatening buildings. The scope of work proposed as part of this application is not expected to have an impact on wildfire hazards as the subject land area is currently subject to wildfire hazards and neither the remodel nor the after-the-fact development on the subject land area will increase the site’s susceptibility to wildfire.

The project, as conditioned, will incorporate all recommendations and conditions required by City geotechnical consultant reviewers and the City Public Works Department. As such, the proposed project will neither be subject to nor increase instability of the site or structural integrity from geologic, flood, fire, or any other hazards.

Finding 2. The project, as conditioned, will not have significant adverse impacts on site stability or structural integrity from geologic, flood or fire hazards due to required project modifications, landscaping or other conditions.
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As stated above, the proposed project, as designed, conditioned and approved by the applicable departments and agencies, will not have any significant adverse impacts on the site stability or structural integrity from geologic or flood hazards due to project modifications, landscaping or other conditions.

Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.

As previously stated in Section A, the proposed project, as designed and conditioned, is the least environmentally damaging alternative.

Finding 4. There are no alternatives to development that would avoid or substantially lessen impacts on site stability or structural integrity.

As previously discussed above, there are no expected impacts on site stability or structural integrity and therefore there are no feasible alternatives to development that would avoid or substantially lessen impacts on site stability or structural integrity.

Finding 5. Development in a specific location on the site may have adverse impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified Malibu LCP.

As discussed in Section A, the proposed project, as designed and conditioned, is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

G. Shoreline and Bluff Development (LIP Chapter 10)
The project site is not located on or along the shoreline, a coastal bluff or bluff top fronting the shoreline. Therefore, findings from this chapter do not apply.

H. Public Access (LIP Chapter 12)
LIP Section 12.4 requires public access for lateral, bluff-top, and vertical access near the ocean, trails, and recreational access for the following cases:

A. New development on any parcel or location specifically identified in the Land Use Plan or in the LCP zoning districts as appropriate for or containing a historically used or suitable public access trail or pathway.

B. New development between the nearest public roadway and the sea.

C. New development on any site where there is substantial evidence of a public right of access to or along the sea or public tidelands, a blufftop trail or an inland trail acquired through use or a public right of access through legislative authorization. 58

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D. New development on any site where a trail, bluff top access or other recreational access is necessary to mitigate impacts of the development on public access where there is no feasible, less environmentally damaging, project alternative that would avoid impacts to public access.

As described herein, the subject property and the proposed project do not meet any of these criteria in that no trails are identified on the LCP Park Lands Map on or adjacent to the property, the property is not located on a bluff or near a recreational area, and the property is not located between the first public road and the shoreline. While there are 11 public beaches and 15 mapped existing vertical accessways within the project area, no existing access to the public beaches and/or accessways will be impeded as a result of the proposed project. A condition has been added stating that if any proposed construction impacts existing public access, the applicant shall submit a public access and parking plan, subject to the approval of the Community Development Director and Public Works Director, to mitigate any impacts to public access Therefore, the findings in LIP Chapter 12 are not applicable.

I. Land Division (LIP Chapter 15)
This project does not include a land division. Therefore, the findings of LIP Chapter 15 are not applicable.

ENVIRONMENTAL REVIEW: Pursuant to the authority and criteria contained in CEQA, the Community Development Director has analyzed the proposed project. The Community Development Director found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment.

Therefore, the project is categorically exempt from the provisions of CEQA pursuant to Sections 15301(c) – Existing Facilities and 15303(d) – New Construction or Conversion of Small Structures. The Community Development Director has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

CORRESPONDENCE: On September 4, 2025, staff received correspondence from the California Coastal Commission (CCC) expressing support, in particular for the installation of a sidewalk along the northbound side of PCH between John Tyler Drive and Malibu Canyon Road (Attachment 4). CCC staff noted the opportunity to address deficiencies in pedestrian infrastructure, enhancing public access and improving safety. In addition, on September 9th and September 16th, 2025, staff received correspondence from the Emily Shane Foundation with a proposal for installing protected bike lanes on PCH instead of painted, unprotected lanes as proposed along with examples of associated State legislation regarding the installation of protected bike lanes on higher speed roads and State highways.
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PUBLIC NOTICE: On September 4, 2025, staff published a Notice of Public Hearing in a newspaper of general circulation within the City of Malibu and mailed the notice to all registered interested parties (Attachment 5).

RECOMMENDED ACTION: Consider whether to approve or deny Coastal Development Permit (CDP) No. 25-009 for the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, 15 miles of new or upgraded bike lanes, a pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway (PCH) within the Public Right-of-Way (PROW) between the Ventura County line and the Serra Road and provide direction to staff to 1) bring back a resolution consistent with the Planning Commission’s decision or 2) adopt draft Resolution No. 25-69 (Attachment 1).

ATTACHMENTS:

1. Planning Commission Resolution No. 25-69

2. Project Plans

3. Department Review Sheets

4. Correspondence

5. Public Hearing Notice
60 CITY OF MALIBU PLANNING COMMISSION
RESOLUTION NO. 25-69

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

MALIBU, DETERMINING THE PROJECT IS EXEMPT FROM THE

VEHICLE PULL-OUT FOR LAW ENFORCEMENT USE, MEDIAN

RECONSTRUCTION AT VARIOUS LOCATIONS, AND ASSOCIATED

ROADWAY IMPROVEMENTS ALONG PACIFIC COAST HIGHWAY

WITHIN THE PUBLIC RIGHT-OF-WAY BETWEEN THE VENTURA

COUNTY LINE AND SERRA ROAD (CALIFORNIA DEPARTMENT OF

TRANSPORTATION)
The Planning Commission of the City of Malibu does hereby find, order and resolve as follows:

SECTION 1. Recitals.

B. On July 11, 2025, staff deemed the CDP application complete for processing.

C. On September 15, 2025, Notices of Coastal Development Permit Application were posted at Pacific Coast Highway and Serra Road and at Pacific Coast Highway near the Ventura County Line.

D. On September 4, 2025, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to registered interested parties.

E. On September 15, 2025, the Planning Commission continued the item to the October 6, 2025 Regular Planning Commission meeting.

F. On October 6, 2025, the Planning Commission continued the item to the October 20, 2025 Regular Planning Commission meeting.

G. On October 20, 2025, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record.

Section 2. Environmental Review.

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that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to Sections 15301(c) – Existing Facilities, 15303(d) – New Construction or Conversion of Small Structures, and 15304(h) – Minor Alternations to Land. The Planning Commission has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

SECTION 3. Coastal Development Permit Findings.

Based on the evidence contained within the record, including the agenda report for the project and the hearing on October 20, 2025, and pursuant to Local Coastal Program (LCP) Local Implementation Plan (LIP), including Sections 13.7(B) and 13.9, and the Malibu Municipal Code (MMC), the Planning Commission makes the findings of fact below, and approves CDP No. 25- 009 for the installation of 19 new guardrails, 22 new or upgraded curb ramps, 6,956 linear feet of new sidewalks, three new retaining walls, two realigned intersections, 42 new light poles, approximately 15 miles of new or upgraded bike lanes, a vehicle pull-out for law enforcement use, median reconstruction at various locations, and associated roadway improvements along Pacific Coast Highway within the Public Right-of-Way.

A. General Coastal Development Permit (LIP Chapter 13)

B. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6)

1. The proposed project proposed project consists of various improvements to the PCH Right-of-Way. While PCH is an LCP-designated scenic road, the replacement and/or upgrade DRAFT 62
Resolution No. 25-69

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of the existing roadway infrastructure will not alter the existing condition of the Right-of-Way. All proposed infrastructure is located landward of the beach and will not be visible from the beach.

As such, the project, as proposed, will have no significant adverse impacts on scenic and visual resources.

2. The proposed project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.

3. The project, as proposed, is the least environmentally damaging alternative.

4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic or visual resources.

5. The proposed project will not have adverse impacts on scenic and visual resources.

C. Hazards (LIP Chapter 9)

3. The proposed project, as designed and conditioned, is the least environmentally damaging alternative.

5. The proposed project, as designed and conditioned, is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

SECTION 4. Planning Commission Action.

Based on the foregoing findings and evidence contained within the record, the Planning Commission hereby approves CDP No. 25-009, subject to the following conditions.

DRAFT 63
Resolution No. 25-69

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SECTION 5. Conditions of Approval.

Standard Conditions

2. Approval of this application is to allow for the project described herein. The scope of work approved includes:
a. 19 new guardrails;
b. 22 new or upgraded curb ramps;
c. 6,956 linear feet of new sidewalks;
d. Three new retaining walls, between three and five feet in height, and associated grading;
e. Two realigned intersections;
f. 42 new light poles;
g. Approximately 15 miles of new or upgraded bike lanes; h. A new vehicle pull-out for law enforcement use;
i. Median reconstruction at various locations; and
j. Associated roadway improvements.

3. Except as specifically changed by conditions of approval, the proposed development shall be constructed in substantial conformance with the approved scope of work, as described in Condition No. 2 and depicted on plans on file with the Planning Division date stamped July 17, 2025. The proposed development shall further comply with all conditions of approval stipulated in this Resolution and Department Review Sheets attached hereto. In the event project plans conflict with any condition of approval, the condition shall take precedence.

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______________________
set forth the reasons for the request. In the event of an appeal, the CDP shall expire if the project has not commenced within three years from the date the appeal is decided by the decision-making body or withdrawn by the appellant.

7. Any questions of intent or interpretation of any condition of approval will be resolved by the Community Development Director upon written request of such interpretation.

11. The applicant must submit payment for all outstanding fees payable to the City prior to issuance of any building permit, including grading or demolition, and/or encroachment permit.

12. The applicant shall comply with all provisions of the MMC and LIP.

Cultural Resources

DRAFT 65
Resolution No. 25-69

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Construction/Fire-Rebuild Efforts

Construction/General

16. Unless written permission is granted by the City Manager pursuant to MMC Section

17. All areas where construction activities or staging are to take place shall be minimized in size to the maximum extent feasible to minimize impacts on coastal resources.

Construction areas shall be sited and designed to minimize impacts to public parking areas and public view areas. No public access parking areas or pullouts at recreation areas, trail heads, or beach access shall be completely blocked by construction activities, except in the case of temporary construction events (considered 7 days or less between Memorial Day to Labor Day, and 14 days or less between Labor Day to Memorial Day), unless otherwise authorized by the Community Development Director if it is demonstrated that no other feasible alternative exists to avoid the temporary impact to coastal resources.

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incorporate structural and non-structural Best Management Practices (BMPs) to control the volume, velocity and pollutant load of storm water runoff in compliance with all requirements contained in LIP Chapter 17, including:
a. Construction shall be phased to the extent feasible and practical to limit the amount of disturbed areas present at a given time.
b. Grading activities shall be planned during the southern California dry season (April through October).
c. During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods of rain in order to minimize surface water contamination.
d. Filter fences designed to intercept and detain sediment while decreasing the velocity of runoff shall be employed within the project site.

Colors/Materials

Biology/Landscaping

DRAFT 67
Resolution No. 25-69

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Public Works

25. The City of Malibu, Public Works Deputy Director and/or Superintendent shall be invited to the pre-construction meeting(s) prior to any construction activity taking place.

28. An approved traffic control plan, prepared by a licensed Civil or Traffic Engineer, shall be submitted to the City of Malibu Public Works Department.

DRAFT 68
Resolution No. 25-69

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30. The applicant shall maintain signs through the duration of construction from the time of placement to the time of completion and is responsible for replacement of missing or damaged signs.

32. Wherever parking may be removed along Pacific Coast Highway to construct proposed improvements, the applicant should make every effort to replace parking elsewhere on the highway.

33. All lighting proposed for installation shall be in compliance with the City of Malibu’s Dark Sky Ordinance.

35. Should nighttime construction work take place, it shall be coordinated with the City Public Works Department, additionally it may require City Manager approval.

37. Caltrans shall make every effort to minimize the impacts to Pacific Coast Highway, especially through the burn scar and fire rebuild region.

Grading/Drainage/Hydrology (Public Works)

39. The total grading yardage verification certificate shall be copied onto the coversheet of the Grading Plan. No alternative formats or substitutes will be accepted.

DRAFT 69
Resolution No. 25-69

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44. Storm drainage improvements are required to mitigate increased runoff generated by property development. The applicant shall have the choice of one method specified within LIP Section 17.3.2.B.2.

47. The Building Official may approve grading during the rainy season to remediate hazardous geologic conditions that endanger public health and safety.

Geology

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drainage. Final plans shall be reviewed and approved by the City geotechnical consultant reviewers prior to the issuance of a grading permit.

Prior to Completion of Construction

52. The applicant shall request a final Planning Division inspection.

53. Any construction trailer, storage equipment or similar temporary equipment not permitted as part of the approved scope of work shall be removed prior to final Planning inspection.

Fixed Conditions

54. This coastal development permit shall run with the land and bind all future owners of the property.

55. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination of all rights granted there under.

SECTION 6. The Planning Commission shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 20th day of October 2025. ________________________________________
DREW LEONARD, Planning Commission Chair
ATTEST:
____________________________________
REBECCA EVANS, Recording Secretary
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan (LIP) Section

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form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucity.org, in person at City Hall, or by calling (310) 456-2489, ext. 246.

I CERTIFY THAT THE FOREGOING RESOLUTION NO. 25-69 was passed and adopted by the Planning Commission of the City of Malibu at the Regular meeting held on the 20th day of October 2025 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________________
REBECCA EVANS, Recording Secretary
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Sta 3602+29End Work
Sta 1842+00Begin Work
PROVISIONS BOOK.IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT462-467 REVISED STANDARD PLANS418-461 ELECTRICAL PLANS AND QUANTITIES417 LANDSCAPE DETAIL411-416 SUMMARY OF QUANTITIES274-410 SIGN PLANS,DETAILS, AND QUANTITIES215-273 PAVEMENT DELINEATION PLANS AND QUANTITIES198-214 STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN, DETAILS, QUANTITIES197 CONSTRUCTION AREA SIGNS136-196 UTILITY PLANS108-135 DRAINAGE PLANS, PROFILES, DETAILS AND QUANTITIES70-107 CONSTRUCTION DETAILS9-69 LAYOUT PLANS2-8 TYPICAL CROSS SECTIONS1 TITLENO.SHEET DESCRIPTION COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.RESPONSIBLE FOR THE ACCURACY OR OFFICERS OR AGENTS SHALL NOT BETHE STATE OF CALIFORNIA OR ITS xx
x
x
x

LASTREVISION

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR CONSTRUCTION ON

STATE HIGHWAY

PROJECTMANAGER
SHEET

DEL NORTE

SISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN
TEHAMA

MENDOCINO

GLENN BUTTE
PLUMAS
SIERRA
NEVADA

PLACER YUBA COLUSA
LAKE
YOLO

SONOMA NAPA

EL DORADO
MARIN

AMADOR ALPINE

CALAVERAS CONTRA
COSTA

TUOLUMNE
MONO
SANTA
CLARA

SANTA CRUZ

STANISLAUS MARIPOSA
MERCED
MADERA
FRESNO

MONTEREY
INYO
TULARE
KINGS

OBISPO KERN
SANTA

BARBARA

VENTURA

LOS ANGELES

SAN BERNARDINO

RIVERSIDE

SAN DIEGO IMPERIAL
ORANGE
SOLANO

ALAMEDA
MENTO SACRAJOAQUIN SAN
SAN
BENITO
SAN
LUIS
SUTTER

SAN FRANCISCO

SAN MATEO
Dist COUNTY ROUTE
TOTAL

TOTAL PROJECT SHEETS

LOCATION MAP
DATEPLOTTED =>
12:27
16-JUN-2025

POST MILES
No.

OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."

INDEX OF PLANS
TIMEPLOTTED =>
R
R
07-28-23

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

PLANS APPROVAL DATE
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA
No.

Exp.

CIVIL

PROJECT ENGINEERREGISTERED CIVIL ENGINEER
DATE
CONTRACT No.PROJECT ID

PROJECT NUMBER & PHASE
0718000323
07-354204
UNIT 0718000323ab001.dgn
USERNAME => s122636
DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 1819 07180003231 TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2024

DESIGNMANAGER
BORDER LAST REVISED 9/17/2018

ANTHONY
HUGHES
C57339
12-31-25

NO SCALE
LA
C
OUNTY
LA
C
OUNTY

VENTURA
C
OUNTY
2100
S
t
a 3217
+26
.48
Ahd
S
t
a 2336
+09
.54
B
k
=
ATTACHMENT 2
75 EP EP
E
D
E
1 1
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER 4:1 OR FLATTER
(SEE LAYOUT PLANS)

BRIDGE BARRIER OR MGS
EP EP
1 1

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER 4:1 OR FLATTER

SOUTHBOUND
34-50
Var

NORTBOUND
31-45
Var
50' & VAR 50' & VAR
(Sta 1866+50.00 - Sta 1870+50.00)
PM 47.10 - PM 47.16
(Sta 1861+50.25 - Sta 1866+50.00)
PM 46.90 - PM 47.10
(SEE PAVEMENT DELINEATION PLANS)FG 300 IG CURB SYSTEM
D
D
NOTES:

AND OTHER EXISTING MAN-MADE, SEE LAYOUT PLANS3. FOR EXACT LOCATION OF DIKE, MGS, RUMBLE STRIPE, CROSS SLOPE.2. SUPERELEVATION SHOULD MATCH TO THE EXISTING SPECIFIED IN THE STANDARD SPECIFICATIONS. (STRUCTURE SECTIONS) ARE SUBJECT TO TOLERANCES1. DIMENSIONS OF THE PAVEMENT STRUCTURES

R/W R/W
50' & VAR 50' & VAR

TYPICAL CROSS SECTIONS
X-1

NO SCALE
MUN
S
H
I
MOH
S
IN
D
E
S
IG N
M
IK
E NGUY
E
N
J.

O
CHOA
07 LA 1 46.9/62.9
E E
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATEPLOTTED => 28
-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 0 1 2 3

DESIGNEDBY

CALCULATED-
VARIABLE EXISTING PCC PVMT0.1' EXISTING AC OVERLAY1' - 1.5'AS0.33' CTB0.67' PCC0.15' - 0.33' AC0.5' AB0.2' - 0.75' AC1.22' AB0.33' - 0.43' AC F
G
1' & Var AB0.55'/0.75' PCC0.17' - 0.33' AC
H

0.75' AB0.33' AC
I

0.33' AS0.67' CTB0.33' AC
EXISTING STRUCTURE SECTIONS:

A
B
C
D
E

VARIABLE EXISTING AC PVMT
J 0.67' AC
K
1' - 1.5'AS0.33' CTB0.67' PCC
1 TYPICAL STRUCTURAL SECTIONS:

1.00' AB (CLASS 3) 0.55' LCB-RS0.50' HMA-A
2 ABBREVIATIONS:RSC RAPID STRENGTH CONCRETELCB-RS LEAN CONCRETE BASE RAPID SETTINGHMA-A HOT MIX ASPHALT (TYPE A)ABBREVIATIONS:RSC RAPID STRENGTH CONCRETELCB-RS LEAN CONCRETE BASE RAPID SETTINGHMA-A HOT MIX ASPHALT (TYPE A)RHMA-G RUBBERIZED HOT MIXED ASPHALT (GAP GRADED)(TYPE G)

0.15' RHMA-G0.15' COLD PLANE AC PAVEMENT
CL
LA-1
Rte
CL
LA-1
Rte
3 0.35' AB (CLASS 3)0.35' MINOR CONCRETE (STAMPED CONCRETE)

NORTBOUND
48-50
Var

SOUTHBOUND
32-37
Var
X/XX/2X
HUGHES

ANTHONY
57339
12-31-25
76 ETW ETW EP
Exist
E

R/W R/W
Exist %
MATCH
Exist %
MATCH
4:1 OR FLATTER
4:1 OR FLATTER

SOUTHBOUND
34' TO 51'
Var

NORTHBOUND
30' TO 45'
Var
50' & VAR 50' & VAR
K K
2'

RAISED MEDIAN

RECONSTRUCT
(Sta 2950+86.00 - Sta 2973+35.00)
PM 51.24 - PM 51.33
(Sta 2017+90.00 - Sta 2028+15.00)
PM 49.90 - PM 50.06
(Sta 2007+90.00 - Sta 2017+90.00)
PM 49.73 - PM 49.88
(Sta 1940+50.00 - Sta 1981+50.00)
PM 48.49- PM 49.30
(Sta 1899+00.00 - Sta 1916+80.00)
PM 47.71 - PM 48.10
(Sta 1870+50.00 - Sta 1875+50.00)
PM 47.16 - PM 47.26
5%
5%
(SEE LAYOUT PLANS)
(RUBBER MAT)

MGS & VEGETATION CONTROL
(SEE LAYOUT PLANS)
(RUBBER MAT)

MGS & VEGETATION CONTROL
(PM 47.16 - PM 47.26)

C&G AND SIDEWALK
(PM 47.16 - PM 47.26)

C&G AND SIDEWALK
1 1

FOR LOCATIONS

SEE LAYOUT PLANS

TYPICAL CROSS SECTIONS

NO SCALE
X-2
E
07 LA 1 46.9/62.9

REFUGIO DOMINGUEZ DESIGN

MOHAMMAD MOHSENZADEH-FARD

ANTHONY HUGHES
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATE PLOTTED =>TIME PLOTTED =>
6/4/2025
10:07:55 AM

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME =>
DGN FILE => ...\60% Plans\0718000323ca002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1814 PROJECT NUMBER & PHASE CALCULATED- DESIGNED BY 07180003231
07-28-23
Conc CURB (TYPE B2-4 Mod)
Conc CURB (TYPE B2-4 Mod)
2 3 2
CL
LA-1
Rte
1' TO 4'
Var
1' TO 4'
Var
(6' & VAR.)
& PARKING

SHOULDER
Exist
& PARKING

SHOULDER
Exist
6' & Var
ES
Exist
ES
Exist
EP
Exist
X/XX/2X
HUGHES

ANTHONY
57339
12-31-25
77 EP
Exist
E E

R/W R/W
Exist %
MATCH
Exist %
MATCH
4:1 OR FLATTER
4:1 OR FLATTER
50' & VAR 50' & VAR
1 K
2'

RAISED MEDIAN

RECONSTRUCT
5%
5%
D
1 1
(Sta 2081+46.00 - Sta 2087+86.00)
PM 51.12 - PM 51.24
(Sta 2017+82.00 - Sta 2018+82.00)
PM 49.88 - PM 49.90
(Sta 2007+90.00 - Sta 2010+50.00)
PM 49.73 - PM 49.77
(Sta 1916+80.00 - Sta 1940+50.00)
PM 48.10 - PM 48.49
(Sta 1875+50.00 - Sta 1899+00.00)
PM 47.26 - PM 47.71
(SEE LAYOUT PLANS)
(RUBBER MAT)
& VEGETATION CONTROL

DIKE TYPE , MGS
(SEE LAYOUT PLANS)
(RUBBER MAT)
& VEGETATION CONTROL

DIKE TYPE , MGS

FOR LOCATIONS

SEE LAYOUT PLANS
X-3

TYPICAL CROSS SECTIONS

NO SCALE

MUNSHI MOHSIN
D
E
S
IG
N

MIKE NGUYEN
J. OCHOA
07 LA 1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATE PLOTTED =>TIME PLOTTED =>
6/4/2025
10:11:13 AM

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME =>
DGN FILE => ...\60% Plans\0718000323ca003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1814 PROJECT NUMBER & PHASE CALCULATED- DESIGNED BY CL
LA-1
Rte
07180003231
07-28-23
2 3 2
Conc CURB (TYPE B2-4 Mod)
Conc CURB (TYPE B2-4 Mod)

ETW ETW

SOUTHBOUND
37' TO 60'
Var

NORTHBOUND
34' TO 47'
Var
2'
1' TO 4'
Var
1' TO 4'
Var
EP
Exist
& PARKING

SHOULDER
Exist
6' & Var
ES
Exist
X/XX/2X
HUGHES

ANTHONY
57339
12-31-25
78 EP
E E

R/W R/W
Exist %
MATCH
Exist %
MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
K
1 2'

RAISE MEDIAN

RECONSTRUCT
D
1 1
VAR.
(Sta 2927+80.00 - Sta 2950+55.00)
PM 50.46 - PM 50.89
(Sta 2903+60.00 - Sta 2904+97.95)
PM 50.06 - PM 50.10

DIKE (TYPE E)

DIKE (TYPE E)
EP
E E

R/W R/W
Exist %
MATCH
Exist %
MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 2'
D
1 1
VAR.

D
1 5%
(SEE LAYOUT PLANS)
(RUBBER MAT)
& VEGETATION CONTROL

DIKE TYPE , MGS

SEE LAYOUT PLANS

DIKE (TYPE E)

FOR LOCATIONS

SEE LAYOUT PLANS

FOR LOCATIONS

SEE LAYOUT PLANS
X-4

TYPICAL CROSS SECTIONS

NO SCALE
(Sta 2950+55.00 - Sta 2962+45.00)
PM 50.89 - PM 51.12
(Sta 2904+97.95 - Sta 2927+80.00)
PM 50.06 - PM 50.46
(Sta 2863+20.00 - Sta 2886+70.00)
PM 49.30 - PM 49.73

MUNSHI MOHSIN
D
E
S
IG
N

MIKE NGUYEN
J. OCHOA
07 LA 1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATE PLOTTED =>TIME PLOTTED =>
6/4/2025
10:12:50 AM

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME =>
DGN FILE => ...\60% Plans\0718000323ca004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1814 PROJECT NUMBER & PHASE CALCULATED- DESIGNED BY CL
LA-1
Rte
CL
LA-1
Rte
07180003231
07-28-23
2 3 2
2 3 2
Conc CURB (TYPE B2-4 Mod) Conc CURB (TYPE B2-4 Mod)
Conc CURB (TYPE B2-4 Mod)
Conc CURB (TYPE B2-4 Mod)

RAISE MEDIAN

RECONSTRUCT
EP

ETW ETW

SOUTHBOUND
33' TO 35'
Var

NORTHBOUND
33' TO 42'
Var
2'
1' TO 4'
Var
1' TO 4'
Var

ETW ETW

SOUTHBOUND
33' TO 40'
Var

NORTHBOUND
32' TO 45'
Var
2'
1' TO 4'
Var
1' TO 4'
Var
& PARKING

SHOULDER
Exist
6' & Var
ES
Exist
EP
Exist
X/XX/2X
HUGHES

ANTHONY
57339
12-31-25
79 EP EP
E E

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 2'

RAISE MEDIAN

RECONSTRUCT D
1 1
VAR.

F
1 5%
(SEE LAYOUT PLANS)(RUBBER MAT)& VEGETATION CONTROLDIKE TYPE , MGS

SEE LAYOUT PLANS

DIKE (TYPE E)

FOR LOCATIONS

SEE LAYOUT PLANS
D
F
(Sta 2973+35.00 - Sta 3061+60.00)
PM 51.33 - PM 53.00
EP EP
E E

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 G
1 1
VAR.

G
1 5%
(SEE LAYOUT PLANS)(RUBBER MAT)& VEGETATION CONTROLDIKE TYPE , MGS

FOR LOCATIONS

SEE LAYOUT PLANS
G
G

STRIPERUMBLE
5%
(SEE LAYOUT PLANS)
(RUBBER MAT)
& VEGETATION CONTROL

DIKE TYPE , MGS
(Sta 3194+60.00 - Sta 3256+60.00)
PM 55.50 - PM 56.70
(Sta 3090+00.00 - Sta 3109+20.00)
PM 53.50 - PM 53.90
X-5

TYPICAL CROSS SECTIONS

NO SCALE
MUN
S
H
I
MOH
S
IN
D
E
S
IG N
M
IK
E NGUY
E
N
J.

O
CHOA
07 LA 1 46.9/62.9
FROM PM 55.8-PM 57.00
(***) INSTALL CLASS II BIKEWAYS
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATEPLOTTED => 28
-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 0 1 2 3

DESIGNEDBY

CALCULATED-
CL
LA-1
Rte
CL
LA-1
Rte
2 3 2
Conc CURB (TYPE B2-4 Mod) Conc CURB (TYPE B2-4 Mod)

ETW ETW

SOUTHBOUND
32' TO 36'
Var

NORTHBOUND
37' TO 41'
Var
2'
1' TO 4'
Var
1' TO 4'
Var

SOUTHBOUND
32' TO 36'
Var

NORTHBOUND
34' TO 38'
Var
X/XX/2X
HUGHES

ANTHONY
57339
12-31-25
80 EP EP
E E

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 D
1 1
Var
1 5%
(SEE LAYOUT PLANS)(RUBBER MAT)& VEGETATION CONTROLDIKE TYPE , MGS

SEE LAYOUT PLANS

DIKE (TYPE E)

FOR LOCATIONS

SEE LAYOUT PLANS
D
F
STRIPE
RUMBLE
(Sta 2228+00.00 - Sta 2313+00.00)
PM 53.90 - PM 55.50
(Sta 2180+00.00 - Sta 2205+00.00)
PM 53.00 - PM 53.50
J
EP EP
E E

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 G
1 1
Var
H
1 5%
(SEE LAYOUT PLANS)(RUBBER MAT)& VEGETATION CONTROLDIKE TYPE , MGS

SEE LAYOUT PLANS

DIKE (TYPE E)

FOR LOCATIONS

SEE LAYOUT PLANS
G
H

OR RUMBLE STRIP

RAISED MEDIAN

EXISTING
(Sta 3302+08.20 - Sta 3360+20.00)
PM 57.55 - PM 58.70
(Sta 3256+60.00 - Sta 3297+50.14)
PM 56.70 - PM 57.45
X-6

TYPICAL CROSS SECTIONS

NO SCALE
MUN
S
H
I
MOH
S
IN
D
E
S
IG N
M
IK
E NGUY
E
N
J.

O
CHOA
07 LA 1 46.9/62.9
F
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATEPLOTTED => 28
-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 0 1 2 3

DESIGNEDBY

CALCULATED-
CL
LA-1
Rte
CL
LA-1
Rte
2 3 2
Conc CURB (TYPE B2-4 Mod) Conc CURB (TYPE B2-4 Mod)
2'

ETW ETW

SOUTHBOUND
37' TO 41'
Var

NORTHBOUND
36' TO 46'
Var
2'
1' TO 4'
Var
1' TO 4'
Var

SOUTHBOUND
33' TO 43'
Var

NORTHBOUND
35' TO 46'
Var
X/XX/2X
HUGHES

ANTHONY
57339
12-31-23
81 EP EP
E E

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 I
1 1
VAR.

I
1 5%
(SEE LAYOUT PLANS)(RUBBER MAT)& VEGETATION CONTROLDIKE TYPE , MGS

FOR LOCATIONS

SEE LAYOUT PLANS
I
I

STRIPERUMBLE
5%
(SEE LAYOUT PLANS)
(RUBBER MAT)
& VEGETATION CONTROL

DIKE TYPE , MGS
(Sta 3360+20.00 - Sta 3582+29.08)
PM 58.70 - PM 62.90
ES EP
E

R/W R/W
Exist %MATCH
Exist %MATCH
4:1 OR FLATTER
50' & VAR 50' & VAR
1 G
1 VAR.

H
1 FOR LOCATIONS

SEE LAYOUT PLANS
G
H

OR RUMBLE STRIP

RAISED MEDIAN

RECONSTRUCT

PULLOUT
CHP
12'
(Sta 3297+50.14 - Sta 3302+08.20)
PM 57.45 - PM 57.55
2 (REMAIN IN PLACE)EXISTING K-RAIL
E
X-7

TYPICAL CROSS SECTIONS

NO SCALE
MUN
S
H
I
MOH
S
IN
D
E
S
IG N
M
IK
E NGUY
E
N
J.

O
CHOA
07 LA 1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATEPLOTTED => 28
-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 0 1 2 3

DESIGNEDBY

CALCULATED-
CL
LA-1
Rte
CL
LA-1
Rte
2 3 2
Conc CURB (TYPE B2-4 Mod) Conc CURB (TYPE B2-4 Mod)
2'

EP ETW ETW

SOUTHBOUND
32' TO 43'
Var

NORTHBOUND
33' TO 46'
Var
2'
1' TO 4'
Var
1' TO 4'
Var

SOUTHBOUND
33' TO 45'
Var

NORTHBOUND
34' TO 46'
Var
X/XX/2X
HUGHES

ANTHONY
57339
12-31-25
82 M
A
T
C
H
L
IN
E
S
t
a 1866
+50
ABBREVIATIONS:

RHMA - RUBBERIZED HOT MIX ASPHALT (GAP GRADED)
LEGEND:
1 Beg 1
1861+69.98
1 MALIBU LAGOON BRIDGE
- COLD PLANE AND OVERLAY
END MGS (STEEL POST) (TYPE 12A LAYOUT)
Beg ALTERNATIVE IN-LINE TERMINAL SYSTEM

51.07' Lt 1862+68.93
Beg Trans RAILING (TYPE AGT)
Beg VEGETATION CONTROL (RUBBER OR FIBER)
Beg REMOVE GUARDRAIL
Beg GUARD RAILING DELINEATOR
JOIN Exist BRIDGE RAILING

END CAP TYPE TC-M

49.44' Lt 1861+50.25
Beg MGS (STEEL POST) (TYPE 12A LAYOUT)
END Trans RAILING (TYPE AGT)

50.91' Lt 1861+75.25

END GUARD RAILING DELINEATOR

END ALTERNATIVE IN-LINE TERMINAL SYSTEM

51.32' Lt 1863+18.56

END VEGETATION CONTROL MAT (RUBBER OR FIBER)

51.38' Lt 1863+28.33
# - PAVEMENT STRUCTURAL SECTION TYPE
(SEE C-2)
LOCATION 2

CURB RAMP
Beg Conc SW

51.38' Lt 1866+27.27
L-1
SEE C-1
LOCATION 1

CURB RAMP
07180003231
LX/XX/2XCROSS CREEK Pl TCE
PCH, U.N.O. 2. STATIONS ARE REFERENCE TO ROUTE 1, PACIFIC COAST HIGHWAY AT FLOW LINE, U.N.O.3. DIMENSIONS SHOWN ARE TO FACE OF CURB OR DIKE UNLESS NOTED OTHERWISE.

4. STATIONS ARE REFERENCED TO ROUTE 1 "LA01_PM46-63" LINE

1. ROUTE 1
"P
C
H_46
-47
" 1855
+69
.88
E
C
- RECONSTRUCT RAISED MEDIAN
1 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
09:40
7-JUL-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954
DGN FILE => 7354201ea001_rsa.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23LAYOUT
SCALE: 1" = 50'
LHUGHES

ANTHONY
C57339
12-31-25
X/XX/2X
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

OSS CREE
K
R
d
SERRA
Rd
"P
C
H_46
-47
" 1855
+69
.88
E
C
1865
2 3
1855
4 6 7 8 9 1860 1 2 3 4 6
No. #

CURVE DATA
R À T L
1 1,500.00' 39°19'52" 536.06' 1,029.68'
"PCH_46-47"LINE S83°46'57"W 1,114.96'
H SP A
CR

OSS CREE
K
RD
ASP
H
ASPH
P
O
S
T
ST
ST
ST
ST
POST
CONC
HPSA
POST
H SP A
ST
ST
ST
CV
BU
ST
BU
ST
ST
83 84
85 86
87 88
R/W
R/W
R/W
R/W
R/W
7 8 9 1940 1 2 3 4 1945 6 7 8 9 1950
2 S85°08'03"W 5,221.92'
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:26
9-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23LAYOUT
SCALE: 1" = 50'
LHUGHES

ANTHONY
C57339
12-31-25
X/XX/2X
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

A
SPH
ASPH
ASPH
ASPH
ASPH
CONC
TS
TS
UB
UB
UB
TS
UB
TSTS
UB
UB
ASPH
ASPH
ASPH
ASPH
LA -1
LA -1
JOHN
TYLER
DR
JOHN
TYLER
DR
1 7
END Conc CURB AND GUTTER

END MEDIAN RECONSTRUCTION

0.37' Lt 1940+50.41
M
A
T
C
H
L
IN
E
S
t
a 1936
+50
M
A
T
C
H
L
IN
E
S
t
a
195
0 +
5 0

END HMA DIKE (TYPE E)

END REMOVE AC DIKE
1939+36.81 "LA 1"
JOIN Exist Conc SW
END Conc SW

65.15' RT 1940+42.23
1 END HMA DIKE (TYPE E)

END REMOVE AC DIKE
1942+46.49 "LA 1"
6' WIDE Conc SW
SEE C-10
LOCATION 10

ADA CURB RAMP
JOIN Exist Conc CURB AND GUTTER
Beg Conc CURB AND GUTTER
Beg REMOVE Conc CURB AND GUTTER

72.17' RT 1941+64.75
SEE C-9
LOCATION 9

ADA CURB RAMP

TCE TCE
3 3
JOIN Exist
Beg Conc CURB AND GUTTER
Beg MEDIAN RECONSTRUCTION

1.02' Lt 1944+93.53
R=1.0'
SAWCUT

SAWCUT SAWCUT
SAWCUT
2 ROUTE 1
"LA 1"LINE
89 90
91 92
93 C ON C
C ON C
TSOP
TSOP
EKID
SP A H
SP A H
EKID
EKID
WH
WH

PIR AR- P
ON C
EKID
C

RIP- AR P
BU
RO
CK
TSOP
BU
SP A
SP A
H
H
- AL 1
- AL 1
CNOC
H SP A
CONC
CONC
RAMP
VEN-1
VEN-1
6 R/W
R/W
R/W
R/W
"PCH_5
0 -

50.5 "
2 020+

57.0 0
BC
"PCH_50
-

50.5 "
2012
+44.54
BEG
"P
CH_
47 -
5 0
"
201
2 +44.54
END
"P
C
H_47
-50
" 2006
+41.74 BC
7 8 9
2010
1 2
3 4
2015
6 7
8 9
2020
2 2
N86°35'27"W 812.46'
07 LA 1 46.9/62.9

REFUGIO DOMINGUEZ DESIGN

ANTHONY HUGHES

NGUYEN HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATE PLOTTED =>TIME PLOTTED =>
5/9/2025
2:09:54 PM

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME =>
DGN FILE => ...\60% Plans\7354201ea012_rsa.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE CALCULATED- DESIGNED BY 07180003231
07-27-23
LAYOUT
SCALE: 1" = 50'
LHUGHES

ANTHONY
C57339
12-31-25
X/XX/2X

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
07 LA 1 46.9/62.9
DESIGN
07180003231
08-07-23
M
A
T
C
H
L
IN
E
S
t
a 2006
+50
MATCH
LINE
S
ta
2 02
0+
50 Beg HMA DIKE (TYPE C)
Beg REMOVE AC DI

37.82'Rt2013+0.82
Beg HMA DIKE (TYPE F)

END HMA DIKE (TYPE C)
Beg GUARD RAILING DELINEATOR
Beg MGS (STEEL POST) (TYPE 11A LAYOUT)
END ALTERNATIVE IN-LINE TERMINAL SYSTEM TL-3

37.25' Rt 2013+75.84

CORRAL CANYON BRIDGE
Beg VEGETATION CONTROL MAT (RUBBER OR FIBER)

37.62'Rt2013+15.84
(RUBBER OR FIBER)

END VEGETATION CONTROL MAT
JOIN ExistSIDEWALK CURB

END HMA DIKE (TYPE F)

END END ANCHOR ASSEMBLY (TYPE SFT-M)

END REMOVE GUARDRAIL

36.13'Rt2014+75.84
Beg HMA DIKE (TYPE E)
Beg REMOVE AC DIKE
2015+52.11
12 Beg REMOVE GUARDRAIL
2014+26.00
Beg ALTERNATIVE IN-LINE TERMINAL SYSTEM TL-3

37.81'Rt2013+25.83

MAT(RUBBER OR FIBER)

END VEGETATION CONTROL

37.50'Lt2017+40.14

END REMOVE GUARDRAIL
2016+40.81
Beg END ANCHOR ASSEMBLY (TYPE SFT-M)

END GUARD RAILING DELINEATOR
END MGS (STEEL POST) (TYPE 11A LAYOUT)

36.25' Rt 2014+69.60

END REMOVE GUARDRAIL

48.19'Lt2006+62.03
Beg REMOVE AC DIKE
2016+53.57

SAW CUT

EXISTING BRIDGE
END TYPE 1
2014+96.37
2017+81.85
1 Beg Conc CURB AND CUTTER AND SIDEWALK

37.05'Lt2014+23.28
Beg TYPE 1
2013+94.48
6'Conc SW
3 3
2007+90.00
SAWCUT
SAWCUT
Beg ALTERNATIVE IN-LINE TERMINAL SYSTEM TL-3

END GUARD RAILING DELINEATOR
END MGS (STEEL POST)(TYPE 16A LAYOUT)

44.1'Lt2016+81.37
SYSTEM TL-3

END ALTERNATIVE IN-LINE TERMINAL

45.2'Lt2017+31.36
Beg GUARD RAILING DELINEATOR
Beg MGS (STEEL POST) (TYPE 16A LAYOUT)

END END ANCHOR BLOCK ASSEMBLY (TYPE SFT-M)

42.5' Lt 2016+06.38
Beg VEGETATION CONTROL MAT (RUBBER OR FIBER)
Beg END ANCHOR BLOCK ASSEMBLY (TYPE SFT-M)
Beg REMOVE GUARDRAIL

41.9'Lt2015+81.39
ROUTE 1
"LA 1"LINE
No. #

CURVE DATA
R À T L
6 3,000.00 11°30'46" 302.42 602.81
94 R/W
R/W
R/W
R/W
"P
C
H_50
-
50 .
5 "
2020
+
57 .
00 BC
"P
C
H_50
-50
.
5 " 2026
+50
.97
E
C
1 2 3 4 2025 6 7 8 9 2030 1 2 3 4
2 S86°36'10"W 1,096.56'
No. #

CURVE DATA
R À T L
7 5,000.00 06°48'23" 297.33 593.97
7 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:06
9-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23LAYOUT
SCALE: 1" = 50'
LHUGHES

ANTHONY
C57339
12-31-25
X/XX/2X
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. FOR ACCURATE RIGHT OF WAY DATA, CONTACT TSOP
TSOP

PAR-PIR
DIKE

AR-PIR P
HW
DIKE
DIKE
TSOP
UB
TSOP
VC VC
TSOP
TSOP
TSOP
UB
DIKE
DIKE
SP A H
TSOP

PMAC UND ORG
H SP A
HPSA

DN OU RGPMAC
1- AL
1- AL
1- AL
1- AL
H SP A
H SP A
CNOC
C ON C
C ON C
T
TSOP
TS
UB
EKID
07 LA 1 46.9/62.9
D
E
S
IG N
07180003231
08-07-23
13 MAT
CH
L
INE
S
t
a
2 020
+
50 M
A
T
C
H
L
IN
E
S
t
a 2034
+50
6' Conc SW
3 END MEDIAN RECONSTRUCTION
STA 2028+14.82

END MINOR CONCRETE (CURB AND GUTTER)
R=1.0'
SAWCUT
SAWCUT ROUTE 1
"LA 1" LINE
95 96
97 98
99 100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
L
OO
S
C
H
EN
RD
.

R/W
R/W
26 R/W
R/W
"P
CH
_5
6 -
63 "
3307
+
01 .
33 E
C
6 7
8 9
3300 1 2 3 4 3305
6 7
8 9
No. #

CURVE DATA
R À T L
26 4,500.00' 19°37'42" 778.43' 1,541.59'
56-63"LINE "PCH_ N83°41'22"W 1,166.30'
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
09:35
7-JUL-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23LAYOUT
SCALE: 1" = 50'
LHUGHES

ANTHONY
C57339
12-31-25
X/XX/2X
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

C ON C
BU BU
H SP A
H SP A
SOP T
SOP T
SOP T
SOP T
SOP T
TSOP
SOP T
SOP T
OO P L
ON C C
KCED
C ON C
C

ONC SOP T
- AL 1
- AL 1
H SP A
RID T
KCED
KCED

D D D D
D D
SOP T
1 - AL
H SP A 1 - AL
H SP A
H SP A
H SP A
A
S
P
H
SP
41 MAT
CH
L
INE
S
t
a
3309
+
50 MATCH
L
INE
S
ta
3295
+
50 Beg CHP PULLOUT
3297+50.14
END CHP PULLOUT 3301+98.20 "LA 1"
Beg HMA DIKE (TYPE E)3305+20.00

SEE CONSTRUCTION DETAILS SHEETSCHP PULLOUT
Beg GUARD RAILING DELINEATOR
(TYPE 11A LAYOUT)
Beg MGS (STEEL POST)
Bef HMA DIKE (TYPE F)
Beg REMOVE AC DIKE
Beg REMOVE GUARDRAIL

35.2' Lt 3302+18.11
(RUBBER OR FIBER)
Beg VEGETATION CONTROL MAT

35.2' Lt 3302+08.11
ROUTE 1
1 1
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
ASP
H
P
O
S
T
ST
ST
L
CNOC
1 - A
HPSA
BR
I
C
K
ASP
H
CV
TSOP
H SP A
H SP A
TSOP
TSOP
ST
C ON C
BU
BU
ST
BU
- AL 1
ST
07 LA 1 46.9/62.9

REFUGIO DOMINGUEZ
D
E
S
IG N

MOHAMMAD MOHSENZADEH-FARD

ANTHONY HUGHES
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATE PLOTTED =>
TIME PLOTTED =>
6/4/2025
11:53:05 AM

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME =>
DGN FILE => ...\0718000323ga025_dwy.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE CALCULATED- DESIGNED BY 07180003231
07-27-23

CONSTRUCTION DETAILS
SCALE: 1"=20'
CHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
RIGHT OF WAY ENGINEER AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:
2 "P
C
H_46
-47
" 1866
+84
.84
E
N
D
"P
C
H
_47
-
5 0
" 1866
+84
6 7 8
9 1870
1 MATCH
LINE
S
ta
1871
+
50 Dwy C
C-25

51.34 '
Rt 1867
+20.47
L

38.00 '
R
t 1866
+63.9
5 Dwy C
L
TCE
CR

OSS CREE
K
R
d
SEE C-2
LOCATION #2

ADA CURB RAMP
SEE C-1
LOCATION #1

ADA CURB RAMP
Dwy
53 Dwy C
.6
5 '
Rt
1868
+15.10
L
54 Dwy C
.60
'
Rt
1868
+

54.69 L
5 Dwy C

5.68 '
Rt
1869
+
0 0.26
L
56 Dwy C
.74
'
Rt
1869
+45.65
L
TCE
R/W
FL

17.68 51.37
'
Rt
1870+00
FL

17.48 50.34
'
Rt
1869+55.42
FL

17.35 49.89
'
Rt
1869+36.20
FL

17.23 49.28
'
Rt
1869+10.03
FL

17.26 48.20
'
Rt
1868+64.46
FL

17.11 47.74
'
Rt
1868+45.25
FL

17.05 47.45
'
Rt
1868+32.98
FL

17.21 48.83
'
Rt
1868+90.82
FL

17.15 46.60
'
Rt
1867+97.55
FL

16.98 45.05
'
Rt
1867+34.29
FL

16.97 44.38
'
Rt
1867+06.99
FL

16.89 43.92
'
Rt
1866+88.44
FL

16.86 31.02
'
Rt
1866+38.52
BSW

17.09 59.19
'
Lt
1869+53.68

1.5%
4:1 & Var

0.5' 6.0' 3.0' & Var

SIDEWALK

SECTION A-A

NO SCALE

JOIN TOC

AND GUTTER
Exist Conc CURB
OG
A
A

1.5%

6.0'

SIDEWALK

SECTION B-B

NO SCALE
BSW
OG
4"
B
B
R/W

3.0'
4"
BSW

17.88 50.75
'
Lt
1869+70.83
BSW

17.07 63.10
'
Lt
1 869+94.42
BSW

16.78 49.18
'
Lt
1867+96.79
14'
22'
30'
14'
14'
BSW

16.66 81.17
'
Lt
1 871+33.60
No. #

CURVE DATA
R À T L
1 5.00 45°00'00" 2.07 3.93
2 5.00 45°00'00" 2.07 3.93
3 5.00 45°00'00" 2.07 3.93
4 5.00 44°59'60" 2.07 3.93
1 2
3 4
45'
FL

17.83 53.62
'
Rt
1871+00
R/W
R/W
R/W

SHOULDER BACKING

SHOULDER BACKING
168
169
170
171
172
173
174
175
176
177
178
179
180
181
HPSA
H SP A
BU
ASPH
LA - 1 CONC
WH
CNOC
H SP A
H SP A
HPSA
C ON C
BU
AL 1 -
ON C C
ON C C
PSA H
NOC C
PSA H

ON C C PSA H
ASPH
AL 1 -
LA - 1
YRD
DIRT
CONC
CONC
CONC
ASPH
ASPH
DIKE
DIRT

PIPE PIPE
BU
ASPH
CON
C
UNDER

CONSTRUCTION
LA -1
LA -1

CIVIC CENTER WAY

CIVIC CENTER WAY
"PCH_47-50" 1896+69.54 BC
"PCH
_47
-
50 "
1 903
+40
.
14 EC
2 3 4 1895 6 7 8
9 1900
1 2
3 4
1905
6 x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:38
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26
1 REMOVE INLET c
d
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO)

CIVIC CENTER WAY
ROUTE 1 "PCH_47-50"LINE
REMOVE JS a
REPLACE MH b
R/W
R/W
R/W
R/W
NB
SB
NB
SB
REMOVE LD e
1 EXISTING CONDITIONS BEFORE COMMENCEMENT OF WORK.CONTRACTOR MUST VERIFY ELEVATIONS OF DRAINAGE WORK AND ENGINEERING AT THE DISTRICT OFFICE.FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY

2.1. LEGEND:

DRAINAGE SYSTEM No.DRAINAGE UNIT No.

No.
xx

JS JUNCTION STRUCTURECOCB CURB OPENING CATCH BASINMH MANHOLELD LOCAL DEPRESSION 182
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:38
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26
REMOVE PIPE (19.3 LF)
2 a
18" X 20' RCP b
ROUTE 1 "PCH_47-50"LINE
R/W
R/W
R/W
R/W
REMOVE PIPE (7.6 LF)
f 18" x 7.8' RCP
g
l REMOVE PIPE (7.3 LF)
k 18" x 7.5' RCP
SB
NB
NB
SB
REMOVE INLET h
i
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO)
REMOVE LD j
REMOVE INLET c
d
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE 302-3)
REMOVE LD e
m REMOVE INLET
n W/ 4X TYPE 24-12X GRATE
REPLACE INLET (TYPE 302-3)
o REMOVE LD
"PCH_47-50" 1955+62.06 BC
"P
CH_4
7 -
50 "
195
9 +
61 .
09 EC
9 1950 1 2 3 4 1955 6 7
8 9
1960
1 2
3 UB
TS UB
ASPH
ASPH
ASPH
ASPH
ASPH
UB
UB
ASPH
DIKE
DIKE
LA -1
LA -1
2 183
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:38
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26
REMOVE INLET a
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GD-1) b
ROUTE 1
"PCH_47-50"LINE
R/W
R/W
R/W
R/W
NB
SB
NB
SB
3 REMOVE 1.8' X 18" RCP c
"PCH_47-50" 1986+70.08 BC
"PCH_47
-
50 "
1992+38
.64
EC
1985 6 7 8
9 1990
1 2
3 4
1995
6 7
8 9
EPIP

SOP A T H SP
PSA H
SOP T
HW
SOP T
AL 1 -
AL 1 -

IP HW PE SOP T

TSOP HW
H SP A
H SP A
TSOP
UB

GATE HW TSOP
LA - 1
LA - 1
TSOP
DP DP
DP
DIKE

KID TSOP E
3 184
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:38
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26
REMOVE 3.8' X 18" CMP
4 c
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO) b
5 a
b

REMOVE INLET
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO)
ROUTE 1 "PCH
_50-50.5"LINE
R/W
R/W
R/W
R/W
ROUTE 1 "PCH_47-50"LINE
NB
SB
SB
NB
REMOVE INLET a
c 2.0' X 18" RCP
REMOVE LD d
d REMOVE LD
"P
CH_5
0 -
5 0
.
5 "
2 0
20 +
57 .
0 0
B
C
"P
CH_50
-
50 .
5 "
2012
+44
.
54 B
EG
"P
CH_47
-
50 "
2012
+44
.
54 END
8 9 2010
1 2 3
4 2015
6 7
8 9
2020
1 2
3 CNOC
CNOC
TSOP
TSOP
EKID
H SP A
H SP A
EKID
EKID
WH
WH
-PIR PAR
-PIR PAR

EKID C ON C

IR P R- PA
BU
RO
C
K
TSOP
BU
H SP A

SP A H SP A H
HPSA
- AL 1
- AL 1
CNOC
C ON C
C ON C
H SP A
TSOP
POST
CONC
CONC
RAMP
VEN-1
VEN-1
4 185
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26

2.0' X 18" RCP
7 c
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO)
REMOVE 1.7' x 18" RCP
8 c
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO) b
ROUTE 1 "PCH_50.5-56"LINE
R/W
R/W
R/W
R/W

2.0' X 18" RCP
6 c
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE GDO) b
SB
NB
SB
NB
a REMOVE INLET
b
REMOVE INLET a
REMOVE INLET a
d REMOVE LD
REMOVE LD d
REMOVE LD d
"P
CH_50
.
5 -
56 "
2057
+
90 .49
EC
"P
CH_50
.
5 -
56 "
2060
+
84 .21
BC
"PCH_50.5-56" 2049+34.57BEG
8 9 2050 1 2 3
4 2055
6 7
8 9
2060
1 2
3 "PCH_50-50.5" 2049+34.57END
DIKE
OP TS
DRY
DRY
DRY
ASPH
ASPH
ASPH
ASPH
ASPH
DIKE
UB
UB
VEN-1
VEN-1
5 SEESHEETD-4

MATCHLINE
SEE
S
HEET
D
-
6 MAT
C
H
L
INE
186
W/ 2X TYPE 24-12X GRATE
REPLACE INLET (TYPE 302-3)
9 b
REMOVE INLET a
LATIGO
SHORE
Dr
ROUTE 1
"PCH_50.5-56"LINE
R/W
R/W
R/W
R/W
NB
SB
SB
REMOVE 1.0' X 24" RCP c NB

0.4' X 24" RCP d
REMOVE LD e
"PCH_50
.5
-
56 "
2086+
19 .
15 EC
8 9 2080
1 2
3 4
2085
6 7
8 9
2090
1 CONC

TR OU C SI NN ET
H SP A
ASPH
C ON C
CONC
C ON C
TSOP
TSOP
TSOP
ASPH
D
I
R

T L OO P
P
L OO P
H SP A
TSOP
SOP T
TSOP
TSOP
TSOP
C ON C
C ON C
AND S
AL 1-
1 - AL
LATIGO
AL 1-
1 - AL
NOC C
ON C C
HPSA
ASPH
C ON C
DRY
RD Y
H SP A
HPSA
H SP A
H SP A
H SP A
ASPH
CANYON
RD
YRD
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26
6 SEE
SHEET
D
-
8 MATCH
LINE
SEESHEETD-6

MATCHLINE
187
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26

REMOVE INLET
10 a
b W/ 2X TYPE 24-12X GRATE REPLACE INLET (TYPE 302-3)
11 REMOVE INLET
W/ 2X TYPE 24-12X GRATE
REPLACE INLET (Mod. TYPE 302-3) b
a
SEA
VISTA
Dr
ROUTE 1 "PCH
_

50.5-56"LINE
R/W
R/W
R/W
R/W
SB
NB
SB
NB
d 2.3' X 42" RCP
c REMOVE 1.7' X 42" RCP
e REMOVE LD
c
d
REMOVE 1.7' X 18" RCP

REMOVE LD
"PCH_50.5-56" 2093+92.70 BC
1 2 3 4 2095 6
7 8
9 2100
1 2
3 4
TSOP
ASPH
TENNIS
ASPH
ASP
H
DIKE
A
SP
H
ASPH
CONC
TSOP
TSOP
POST

CONC ASPH
TSOP
SOP T
SOP T
SEA
VISTA
DR
1- AL
1- AL
ASPH
S
TAIRS
ASPH
ASPH
COURT
ASPH
ASPH
SP
VEN-1
VEN-1
7 SEE
SHEET
D
-
9 MATCH
LINE
SEESHEETD-7

MATCHLINE
188

REMOVE INLET
12 a
W/ 2X TYPE 24-12X GRATEREPLACE INLET (TYPE 302-3) b
ROUTE 1 "PCH_50.5-56"LINE
MALIBU COVE COLONY Dr
VIA

ESCONDIDO
Dr
R/W
R/W
R/W
R/W
SB
NB
SB

1.8' X 24" CMP NB
REMOVE 1.8' X 24" CMP c
d
REMOVE LD e
4 2105 6
7 8
9 2110
1 2
3 4
2115
6 ASPH
ASPH
PIPE
CONC
ASPH
ASPH
UB
VC

VC TENNIS COURT
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
V
VEN-1
IA

ESCONDIDO
DR

MALIBU COVE COLONY DR
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
1837 07180003231

HY DRA ULICS

WING YAN(KAREN) LEE
07 LA 1 46.9/62.9

HAYSON ZENG

ARAJITECHIAN
ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY NOTES:

SCALE: 1" = 50'

DRAINAGE PLAN

APPROVED FOR DRAINAGE WORK ONLY
DJITECHIAN
ARA
C54893
6-30-26
8 SEESHEETD-8

MATCHLINE
189
1 PLAN
Exist FLOW LINE
GRATE
TYPE 24-12X
2X
Exist FLOW LINE

NEW FLOW LINENEW FLOW LINE
NB
SB
BB
Exist 18" RCP
Exist 18" RCP

SECTION B-B
JOIN Exist FL

53.20 FS OG

57.40 56.56
MONO
L
IT
H
IC
CONN
E
C
T
ION
3 .99
'
R
t
"P
C
H_47
-
5 0
" 1896
+38
.11
R
E
MOV
E
C
OCB
,
H
=
3 .
9 '
,
W
=
4 .
2 '
c
DRAINAGE SYSTEM No. 1
"PCH_47-50" 1895+39.0
50 60
40 30 30
40 50
60 2
.87
'
R
t
"P
C
H_47
-50
" 18
9 6
+37
.99
C

OCB GDO
W
/
2 X 24
-
1 2
X
G
RATE,
H
=
4 .
1 '
d
DRAINAGE SYSTEM No. 1
"PCH_47-50" 1896+38.11
60 70
50 40 40
50 60
70 JOIN Exist FL

46.65 OG
S=0.2078
FS

50.70 50.20
MONO
L
IT
H
IC
CONN
E
C
T
ION
MONO
L
IT
H
IC
CONN
E
C
T
ION
4 .42
'
L
t
"P
C
H_47
-50
" 1895
+38
.97
R
E
MOV
E
J
S
,
H
=
4 .
2 '
,
W
=
4 '
a
4 .42
'
L
t
"P
C
H_47
-50
" 1895
+38
.97
M
H
N
o
.
1 ,
H
=
3 .
0 '
b
JOIN Exist FL

46.83 AA

SECTION A-A
S=0.0669
S=0.0669
6 .80
'
R
t
"P
C
H_47
-50
" 1896
+38
.11
R
E
MOV
E
L
D
e
C C
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
190
2 GRATETYPE 24-12X2X
Exist FLOW LINE

NEW FLOW LINE
SB
PLAN
NB
Exist FLOW LINE

NEW FLOW LINE
GRATETYPE 24-12X2X
GRATETYPE 24-12X4X
AA B
B C
C
OG FS
3 .72
'
L
t
"P
C
H_47
-50
" 1955
+12
.37
R
E
MOV
E
C
OCB,
H
=
3 .
8 '
,
W
=
7 .
0 '
140.68
140.08
136.65 137.00
1 .42
'
L
t
"P
C
H_47
-50
" 1955
+12
.37
C
OCB 302
-
3 W
/
2 X 24
-12
X
G
RATE
,
V
=
4 .
1 '
c
d

SECTION A-A
DRAINAGE SYSTEM No. 2
"PCH_47-50" 1955+12.37
150
160
140
130 130
140
150
160
OG FS
140.78
140.21
137.24 137.30
3 .73
'
L
t
"P
C
H_47
-50
" 1955
+26
.00
R
E
MOV
E
C
OCB
,
H
=
3 .
3 ',
W
=
3 .
5 '
h
2 .60
'
R
t
"P
C
H_47
-50
" 1955
+26
.00
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE
,
H
=
3 .
3 '
i

SECTION B-B
DRAINAGE SYSTEM No. 2
"PCH_47-50" 1955+26.00
150
160
140
130 130
140
150
160

SECTION C-C
DRAINAGE SYSTEM No. 2
"PCH_47-50" 1955+42.97
150
160
140
130 130
140
150
160
OG FS
3 .71
'
L
t
"P
C
H_4
7 -
5 0
" 1955
+42
.97
R
E
MOV
E
C
OCB
,
H
=
3 .
2 ',
W
=14
.
0 '
140.88
1 .37
'
L
t
"P
C
H_47
-50
"
1955
+42
.55
C
OCB 302
-
3 W
/
4 X 24
-12
X
G
RATE
,
V
=
3 .
5 '
m
n
140.32
137.44
6 .42
'
L
t
"P
C
H_47
-50
" 1955
+12
.37
R
E
MOV
E
L
D
e
6 .43
'
L
t
"P
C
H_47
-50
" 1955
+26
.00
R
E
MOV
E
L
D
j
6 .41
'
L
t
"P
C
H_47
-50
" 1955
+42
.97
R
E
MOV
E
L
D
o
D
D
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
191
3 40
50 60
70 DRAINAGE SYSTEM No. 1
"PCH_47-50" 1895+31.23 TO 1896+45.36
60 70
50 40
130
140
150
160
DRAINAGE SYSTEM No. 2
"PCH_47-50" 1954+86.32 TO 1955+50.78
150
160
140
130
Exist TOC
Exist FL

PROPOSED FL PROPOSED TOC
3 .
9 9
'
R
t
"P
C
H_47
-50
" 189
6 +
3 8
.11
R
E
M
O
V
E
C
OCB,
H
=
3 .
9 ',
W
=
4 .
2 '
c
2 .92
'
R
t
"P
C
H_47
-50
"
1896
+37
.99
C

OCB GDO
W
/
2 X
2 4
-12
X
G
RATE
,
H
=
4 .
1 '
d
6 .80
'
R
t
"P
C
H_47
-50
"
1 896
+38
.11
R
E
MOV
E
L
D
e
MONO
L
IT
H
IC
CONN
E
C
T
ION

57.40 56.56
JOIN Exist FL

53.20 S=0.0669

50.20 50.70
JOIN Exist FL

46.65 JOIN Exist FL

46.83 MONO
L
IT
H
IC
CONN
E
C
T
ION
MONO
L
IT
H
IC
CONN
E
C
T
ION
4 .42
'
L
t
"P
C
H_47
-50
" 1895
+38
.97
R
E
MOV
E
J
S,
H
=
4 .
2 ',
W
=
4 '
a
4 .42
'
L
t
"P
C
H_47
-50
" 1895
+38
.97
M
H
N
o
.
1,
H
=
3 .
0 '
b
S=0.2078

SECTION C-C

PROPOSED TOC
Exist TOC

PROPOSED FL
Exist FL
3 .71
'
L
t
"P
C
H_47
-50
" 1955
+42
.97
R
E
MOV
E
C
O
C
B
,
H
=
3 .
2 ',
W
=14
.
0 '
1 .41
L
t
"P
C
H_47
-50
" 1955
+42
.55
C
OCB 302
-
3 W
/
4 X 24
-12
X
G
RATE
,
V
=
3 .
5 '
m
n
6 .41
'
L
t
"P
C
H_47
-50
" 19
5 5
+42
.97
R
E
MOV
E
L
D
o
R
E
MOV
E
7 .
3 '
X 18
" RC
P
7 .
5 '
X 18
" RC
P
S
=
0 .
0188
k l
S=0.0188
137.44 137.30
137.24
2 .60
'
R
t
"P
C
H_47
-50
" 1955
+26
.00
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE
,
H
=
3 .
3 '
i
6 .43
'
L
t
"P
C
H_47
-50
" 1955
+26
.00
R
E
MOV
E
L
D
j
3 .73
'
L
t
"P
C
H_47
-50
" 1955
+26
.00
R
E
MOV
E
C
OCB,
H
=
3 .
3 ',
W
=
3 .
5 '
h
S=0.0014
7 .
8 '
X 18
" RC
P
S
=
0 .0270
f g
R
E
MOV
E
7 .
6 '
X 18
" RC
P
136.65
3 .72
'
L
t
"P
C
H_47
-50
" 1955
+12
.37
R
E
MOV
E
C
OCB
,
H
=
3 .
8 '
,
W
=
7 .
0 '
1 .42
L
t
"P
C
H_47
-50
" 1955
+12
.37
C
OCB 302
-
3 W
/
2 X 24
-12
X
G
RATE
,
V
=
4 .
1 '
c
d
6 .42
'
L
t
"P
C
H_47
-50
" 1955
+12
.37
R
E
MOV
E
L
D
e
JOIN Exist FL
136.44
S=0.0114
R
E
MOV
E 19
.
3 '
X 18
" RC
P
a
20 .
0 '
X 18
" RC
P
S
=
0 .0105
b
MONO
L
IT
H
IC
CONN
E
C
T
ION
135.92

SECTION C-C
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
192
4 OG 140
150
130
120 120
130
140
150
DRAINAGE SYSTEM No. 3
"PCH_47-50" 1992+14.22
139.29
138.97
133.60
131.29
S=0.0471
S=0.0202
134.45
JOIN Exist FL
133.70 JOIN Exist FL
133.55
MONO
L
IT
H
IC
CONN
E
C
T
ION
MONO
L
IT
H
IC
CONN
E
C
T
ION
R
E
MOV
E
1 .
8 '
X 18
" RC
P
3 .90
'
R
t
"P
C
H_47
-50
" 1992
+14
.22
R
E
MOV
E
D
I,
H
=
6 '
3 .34
'
R
t
"P
C
H_47
-50
" 1992
+14
.22
D
I GD
-
1 W
/
2 X 24
-12
X
G
RATE
,
H
=
5 .
2 '
FS
c
a
b
PLAN

TOP OF EXISTING CURB
CL

TOP OF EXISTING CURB

TOP OF NEW CURB

GRATEEXISTING
GRATETYPE 24-12X2X

NEW FLOW LINE
Exist FLOW LINE
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
193
5 PLAN

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
MONO
L
IT
H
IC
CONN
E
C
T
ION
OG

21.82 S=0.0258
FS

27.60 28.27

23.38 JOIN Exist FL

23.28 6
.83
'
L
t
"P
C
H_47
-50
" 2010
+83
.47
R
E
MOV
E
C
OCB,
H
=
4 .
6 '
,
W
=
4 '
a
DRAINAGE SYSTEM No. 4
"PCH_47-50" 2010+83.4
R
E
MOV
E
3 .
8 '
X 18
"
C
M
P
c
30 40
20 10 10
20 30
40 GRATETYPE 24-12X2X
CL
10 .02
'
L
t
"P
C
H_47
-50
" 2010
+83
.47
R
E
MOV
E
L
D
d
9 .72
'
L
t
"P
C
H_47
-50
" 2010
+83
.40
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE,
H
=
5 .
6 '
b
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
194
6 PLAN

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
OG

12.22 S=0.0800
FS
0 .21
'
L
t
"P
C
H_50
-50
.
5 " 2020
+84
.37
R
E
MOV
E
C
OCB
,
H
=
4 .
8 ',
W
=
4 .25
'
a
DRAINAGE SYSTEM No. 5
"PCH_50-50.5" 2020+84.4
30 40
20 10
GRATE
TYPE 24-12X
2X

22.47 21.61
JOIN Exist FL

17.25 17.35
S=0.0500

CONCRETE
C
OLL
A
R 380
-
4 2
.
0 '
X 18
" RC
P
S
=
0 .0500
c
2 .69
'
R
t
"P
C
H_50
-50
.
5 " 2020
+
8 4
.37
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE
,
H
=
5 .
6 '
d
10 20
30 40
CL
2 .
1 1
'
R
t
"P
C
H_50
-50
.
5 " 20
2 0
+84
.37
R
E
MOV
E
L
D
b
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
195
7 PLAN

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
DRAINAGE SYSTEM No. 6
"PCH_50-50.5" 2049+32.6
GRATE
TYPE 24-12X
2X
OG

18.91 S=0.1048
FS
0 .04
'
L
t
"P
C
H_50
-50
.
5 " 2049
+32
.57
R
E
MOV
E
C
OCB
,
H
=
4 .
0 '
,
W
=
4 .33
'
30 40
20 10

34.66 33.97
JOIN Exist FL

30.32 30.42
S=0.0500

CONCRETE
C
OLL
A
R 380
-
4 2
.
0 '
X 18
" RC
P
S
=
0 .0500
2 .86
'
R
t
"P
C
H_50
-50
.
5 " 2049
+32
.57
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE
,
H
=
4 .
7 '
10 20
30 40
b
a
c
CL
2 .28
R
t
"P
C
H_50
-50
.
5 " 2049
+32
.57
R
E
MOV
E
L
D
d
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:39
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
196
8 PLAN

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
OG

30.52 S=0.0308
FS
0 .06
'
R
t
"P
C
H_50
.
5 -56
" 2053
+84
.65
R
E
MOV
E
C
OCB
,
H
=
3 .
8 '
,
W
=
4 .
0 '
a
DRAINAGE SYSTEM No. 7
"PCH_50.5-56" 2053+84.6
40 50
30 20
GRATE
TYPE 24-12X
2X

36.12 35.46
JOIN Exist FL

31.98 32.08
S=0.0500

CONCRETE
C
OLL
A
R 380
-
4 2
.
0 '
X 18
" RC
P
S
=
0 .0500
c
2 .36
'
R
t
"P
C
H_50
.
5 -56
" 2053
+84
.65
R
E
MOV
E
L
D
d
20 30
40 50
CL
2 .94
'
R
t
"P
C
H_50
.
5 -56
"
2053
+84
.65
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE
,
H
=
4 .
5 '
b
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
197
9 PLAN

TOP OF NEW CURB NEW FLOW LINE
Exist FLOW LINE

TOP OF EXISTING CURB

TOP OF EXISTING CURB
CL

TOP OF NEW CURB
OG

37.77 S=0.0500
DRAINAGE SYSTEM No. 8
"PCH_50.5-56" 2059+34.6
40 50
30 20
0 .
5 3
'
L
t
"P
C
H_50
.
5 -56
" 2059
+34
.56
C

OCB GDO
W
/
2 X 24
-12
X
G
RATE,
H
=
4 .
9 '
20 30
40 50
b

42.08 JOIN Exist FL

37.68 GRATETYPE 24-12X2X

NEW FLOW LINE
R
E
MOV
E
1 .
7 '
X 18
" RC
P
c
MONO
L
IT
H
IC
CONN
E
C
T
ION

41.11 0
.02
'
L
t
"P
C
H_50
.
5 -56
" 2059
+34
.56
R
E
MOV
E
C
OCB
,
H
=
4 .
0 ',
W
=
4 .25
'
a
FS
2 .20
'
L
t
"P
C
H_50
.
5 -56
" 2059
+34
.56
R
E
MOV
E
L
D
d
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
198
10 PLAN

TOP OF NEW CURB NEW FLOW LINE
Exist FLOW LINE

TOP OF EXISTING CURB

TOP OF EXISTING CURB
CL

TOP OF NEW CURB
OG
S=0.0333
FS
DRAINAGE SYSTEM No. 9
"PCH_50.5-56" 2084+44.7
0 .60
'
L
t
"P
C
H_50
.
5 -56
" 2084
+44
.72
C
OCB 302
-
3 W
/
2 X 24
-12
X
G
RATE
,
V
=
5 .
7 '
b
JOIN Exist FL
129.06

NEW FLOW LINE
R
E
MOV
E
1 .
0 '
X 24
" RC
P
c
MONO
L
IT
H
IC
CONN
E
C
T
ION
0 .06
'
R
t
"P
C
H_50
.
5 -56
" 2084
+44
.72
R
E
MOV
E
C
OCB
,
H
=
5 .
5 ',
W
=
7 .
0 '
a
AA
134.98
134.04
S=0.0324
130.55
130.55
MONO
L
IT
H
IC
CONN
E
C
T
ION
0 .
4 '
X 24
" RC
P
S
=
0 .0324
d
129.21
120
130
140
150
140
150
130
120
GRATETYPE 24-12X2X
Exist FLOW LINE
129.09
JOIN Exist FL129.23
2 .24
'
R
t
"P
C
H_50
.
5 -56
" 2084
+44
.72
R
E
MOV
E
L
D
e
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
199
11 CL
OG
S=0.0500
0 .03
'
R
t
"P
C
H_50
.
5 -56
" 2099
+96
.09
R
E
MOV
E
C
OCB
,
H
=
7 .75
'
,
W
=
7 .
0 '
a
DRAINAGE SYSTEM No. 10
"PCH_50.5-56" 2099+96.1
110
120
100
90 113.57
113.07
JOIN Exist FL
105.49 S=0.0148

CONCRETE
C
OLL
A
R 380
-
4 2
.
3 '
X 42
" RC
P
S
=
0 .0148
d
1 .71
'
L
t
"P
C
H_50
.
5 -56
" 2099
+96
.09
C
OCB 302
-
3 W
/
2 X 24
-12
X
G
RATE
,
V
=
8 .
2 '
b
90 100
110
120
PLAN

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
GRATETYPE 24-12X2X
S=0.0148
105.72
JOIN Exist FL
105.75
MONO
L
IT
H
IC
CONN
E
C
T
ION
c
R
E
MOV
E
1 .
7 '
X 42
" RC
P
FS
e
.60
'
L
t
"P
C
H_50
.
5 -56
" 2099
+96
.09
R2
E
MOV
E
L
D
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
200
12 OG
S=0.1000
DRAINAGE SYSTEM No. 11
"PCH_50.5-56" 2103+60.8
90 100
80 70

86.01 85.46
70 80
90 100

78.87 81.92
S=0.0500
S=0.03523

80.12 JOIN Exist FL

78.71 MONO
L
IT
H
IC
CONN
E
C
T
ION
FS
R
E
MOV
E
1 .
7 '
X 18
" RC
P
c
0 .53
'
L
t
"P
C
H_50
.
5 -56
" 2103
+60
.78
R
E
MOV
E
C
OCB
W
ALL,
H
=
3 .
8 ',
W
=
5 .
5 '
a
2103
+60
.78
1 .41
'
L
t
"P
C
H_50
.
5 -56
"
Mod.

C
OCB 302
-
3 W
/
2 X 24
-12
X
G
RATE
,
V
=
7 .
3 '
b
2103
+60
.78
3 .13
'
L
t
"P
C
H_50
.
5 -56
"
R
E
MOV
E
L
D
d

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
CL
GRATETYPE 24-12X2X
A A

PORTION OF EXIST INLET

REMOVE INTERFERING
AND 2X TYPE 24-12X GRATE

FURNISH AND INSTALL NEW FRAME
REMOVE 1.7' X 18" RCP
1'-0"
1'-6"
8"
8"
8"
EMBED 0.5' DOWELS@ 1' OC 1' LONG,IF NO REINFORCEMENT, USE #4 REINFORCEMENT FOR SPLICING.EXPOSE AND CLEAN EXIST BAR PLAN 302-3

SEE SPPWC STANDARD

FOR REINFORCEMENT,

SECTION A-A
PLAN 302-3

SEE SPPWC STANDARD

FOR REINFORCEMENT,

FOR PLAN VIEW

SEE DETAIL A HEREON
#4 @ 5"

TO EXISTING INLET WALL

REINFORCEMENT CONNECT

SECTION B-B
BB

TO BE REMOVED
Exist INLET WALL
Exist INLET WALL

NEW INLET WALL

EXISTING INLET WALLCONNECTED TO REINFORCEMENT TO BE

DETAIL A
PLAN
PLAN

DETAIL A HEREONCONNECTION SEE

PORTION OF EXIST INLET

REMOVE INTERFERING
PLAN 302-3

SEE SPPWC STANDARD

FOR REINFORCEMENT,
C C

PORTION OF EXIST INLET

REMOVE INTERFERING
AND 2X TYPE 24-12X GRATE

FURNISH AND INSTALL NEW FRAME
1'-0"
1'-6"
8"
8"
8"
EMBED 0.5' DOWELS@ 1' OC 1' LONG,IF NO REINFORCEMENT, USE #4 REINFORCEMENT FOR SPLICING.EXPOSE AND CLEAN EXIST BAR PLAN 302-3

SEE SPPWC STANDARD

FOR REINFORCEMENT,

SECTION C-C

PIPE OPENING
#4 @ 5", AVOID EXISTING

TO EXISTING INLET WALL

REINFORCEMENT CONNECT
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
201
13 OG
S=0.3940
FS
0 .61
'
L
t
"P
C
H_50
.
5 -56
" 2109
+20
.02
R
E
MOV
E
C
OCB
,
H
=
6 .
5 '
,
W
=
6 .85
'
a
DRAINAGE SYSTEM No. 12
"PCH_50.5-56" 2109+20.0
50 60
40 30

52.69 52.10
JOIN Exist FL

45.30 S=0.0500

CONCRETE
C
OLL
A
R 380
-
4 1
.
8 '
X 24
"
C
M
P
S
=
0 .0500
d
2 .33
'
L
t
"P
C
H_50
.
5 -56
" 2109
+20
.02
C
OCB 302
-
3 W
/
2 X 24
-12
X
G
RATE,
V
=
7 .
4 '
b
30 40
50 60
CL
PLAN

TOP OF EXISTING CURB

TOP OF NEW CURB

NEW FLOW LINE
Exist FLOW LINE
GRATETYPE 24-12X2X
S=0.3940

45.74 JOIN Exist FL

45.83 MONO
L
IT
H
IC
CONN
E
C
T
ION
c
R
E
MOV
E
1 .
8 '
X 24
"
C
M
P
3 .09
'
L
t
"P
C
H_50
.
5 -56
" 2109
+20
.02
R
E
MOV
E
L
D
e
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

AND DETAILS

DRAINAGE PROFILES
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN
Vert 1" = 5'
Horiz 1" = 5'
PROFILE SCALE:

JITECHIAN
ARA
C54893
6-30-26
202

STATION POINT
4"

STATION POINT
1'-6"
T
L
T
1'-0"
T
A (45
Min)
#4 @ 4" C-C

ALL STEEL REINFORCEMENT
#4 @ 4" C-C

ALL STEEL REINFORCEMENT
Elev 'S'STATION POINT, LATERAL
PLAN
(SHAFT NOT SHOWN)
DETAIL "N" PLAN
(RINGS AND COVER NOT SHOWN)
4"
L
T
SEE NOTE 7SPRING LINE

OF INLETSROUND EDGES
SEE NOTE3
M
PIPE MH36" PRECAST CONCRETE

REDUCERCONCRETE RINGS AND
8"
8"
3"
T T
3"
½"
Elev 'S'
5"x 2" PIPE SEAT
H

SECTION A-A
Elev 'B'
4"
4"
½ "
H3" RADIUS
8"
8"
8"
L

STATION POINT
T T

SECTION B-B
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
.
.

Elev 'A'
3'-0"
3'-6"
3'-0"
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
2'-0"

MANHOLE FRAME AND COVER

STREET GRADE
.
.
.
.
.
.
.
.
.
.
1'-6"
.
.
33 "
Max
T T
8"
H
P
3"
3"
½"
5"x 1" RING SEAT

STREET GRADE

MANHOLE FRAME AND COVER

SECTION C-C

6. BODY OF MANHOLE MUST BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT

THAT THE CONTRACTOR MUST HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY.

7. REINFORCING STEEL MUST BE 1½" CLEAR FROM FACE OF CONCRETE.

8. FLOOR OF MANHOLE MUST BE STEEL-TROWELED TO SPRING LINE.

9. RINGS, REDUCER, AND PIPE FOR ACCESS SHAFT MUST BE SEATED IN 1:2

10. MANHOLE FRAME AND COVER PER STANDARD PLAN B7-11 DETAIL 'U45'. .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.

NOTES

1. HEIGHT 'H' (IN Sec A-A AND Sec B-B) MUST BE NOT LESS THAN 4'-8", BUT

MAY BE INCREASED PROVIDED THAT THE VALUE OF 'M' MUST BE NOT LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR 'H' (IN Sec C-C) SEE NOTE 4.

2. LENGTH 'L' MUST BE 4' UNLESS OTHERWISE SHOWN ON DRAINAGE PLAN.

3. SHAFT MUST BE CONSTRUCTED AS PER Sec C-C AND DETAIL N WHEN DEPTH 'M' FROM STREET GRADE TO TOP OF BOX IS LESS THAN 2'-10½" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS.

OF 'P' WOULD REDUCE 'H' (IN Sec C-C) TO 3'-6" OR LESS.

5. 'T' MUST BE 8" FOR VALUES OF 'H' UP TO AND INCLUDING 8'. 'T' MUST BE 10" FOR VALUES OF 'H' OVER 8'.
2'-0"
3'-6"
.
.
.
.
.
.
8"
CEMENT MORTAR AND NEATLY POINTED OR WIPED INSIDE SHAFT.

11. STEPS - SEE STANDARD PLANS D74 AND D72F GENERAL NOTE 4.

4. DEPTH 'P' MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES MANHOLE No. 1 (MH No. 1)

FOR UNPAVED STREETS

FOR PAVED STREETS
16"11"
15"
8½"
Max Min
C
A A
C
B
B
SEE NOTE 7SPRING LINE

CONCRETE RINGS
(PIPE DIAMETER 33" OR SMALLER)
14 07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE DETAILS
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
203
15 A
12"
2 BELOW OPENINGD BARS-2 ABOVE &
PLAN

SIDE CONNECTION
END
OF
PIPE
VARIES
TO
MEET
12"
5 ' A
A
C BARS
#4 @ 18"
B

SECTION A-A
#4 @ 18"
#4 @ 18"
t

CORNER CONNECTION
t
A
A
C BARS
B t
2 BELOW OPENINGE BARS-2 ABOVE &
2 BELOW OPENINGE BARS-2 ABOVE &
C BARS
#4 @ 18"
A
END
OF
PIPE
VARIES
TO
MEET
B
PLAN
5 '
12"
12"
BARS
C
BARS BARS B t
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH t
(B)(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN B

STRUCTURAL DATA
BARS

4. NOTES:

3. AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH

2. CONCRETE UNLESS OTHERWISE SHOWN.

1. ROUND EDGE OF OUTLET TO 3" RADIUS.CONNECTIONS MUST BE CONSTRUCTED WHEN:REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT Min
Max
12" Min
3" Min
12" Min
Min
5 "
Min
3" R
Max
Min
BASIN SHALL BE CUT 2" CLEAR OF OPENING.

ANGLE A FOR PIPES THROUGH 30" IN DIAMETER
12" 15" 18" 21"24"27" 30"33"36" 39"
4" 5" 5 ¼"5 ½"6" 6 ¼"6 ½"7"
42"45" 48"51"54"57"60"63"66"69"72"
7 ½"8" 9" 9 ½"10"
10 ¼"
11"
FOR B GREATER THAN 72" SEE PLANS
5 "
#4@6"
#5
#5@6"
#6

D & E D & E
7 ¾" 8 ½" 9 ¼" 10 ¾"
4 ¼"
4 ½"
CL
LC

REINFORCING STEEL MUST BE CLEAR FROM FACE OF
MONOLITHIC CATCH BASIN CONNECTION (SPPWC 308-2)
1 ½"
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE DETAILS
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
204
16 V
DOWEL

REINFORCEMENT REQUIREMENTS

REQUIRED

NOT REQUIRED

NOT REQUIRED
> 6> 6> 6
5-65-65-63-43-43-4
1-21-21-2
GRATES
A
t
t
CURB

SECTION A-A
6"
LINE

SCORING
DOWEL (Typ)

WITH GRATING(S)
A A

REQUIRED

NOT REQUIRED
1-2
GRATES
4"
JOINT (Typ)

CONSTRUCTIONOPTIONAL ROUGHENED
12"
t
t t

SUBGRADE

OPTIONAL

BASIN CONNECTIONMONOLITHIC CATCH

CONNECTOR PIPE OR

GRATINGFRAME AND

SURFACE

LOCAL DEPRESSION

STREET, GUTTER OR
5-63-4

ASSEMBLYFACE PLATE
No. OF
V

REINFORCEMENT FOR

STRUCTURAL DATA

LOCATION TIE
W
4"

FLOW LINE

GRATESFOR MULTIPLECENTER SUPPORT
GRATE
STEPS
CURB
#4 @ 12"

CURB OPENING CATCH BASIN
302-3
PLAN

WALLS AND SLABS
t

MAXIMUM

WALL AND SLAB DIMENSIONS AND
3"
CL
1 THE INLET, NOTED ON THE PLANS.

V =

3. AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.

A =

FRAME AND GRATING FOR CATCH BASINSCATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 636635311310309308

9.6. BACKWALL.

8. W =H =

THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS V =

THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM

7. INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT AWHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLTHE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.V =

5. EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THEAND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADESIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE

1. THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTHOF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BEPOURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS

4. SHAPED BY PLASTERING.

2. SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

NOTES:

BASIN.COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THEOF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,CUTTING STANDARD LENGTHS OF PIPE.IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOIDIN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASEAROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED U
WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSEDALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BEONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLAN.FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINALDIMENSIONS:PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OFTHE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT ATTHE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OFNOTED ON THE PROJECT PLANS.THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPESTEEL STEPPOLYPROPYLENE PLASTIC STEPCATCH BASIN REINFORCEMENTMONOLITHIC CATCH BASIN CONNECTION "
R
8"
C¼" RLEAR
24"
¼" R
3" R

CENTER SUPPORT
MFOR MULTIPLE ax
MinCLEAR
34"
4'
8'
10'
12'
4'
7'
8'
12'
4'
6'
8'
12'
4'
8'
12'
6"
8"
10"
10"
6"8"
8"
10"
6"
8"
8"
10"
6"
8"
10"
THE CATCH BASIN AT THE OUTLET = 4.5'.OF NOTE 4, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12".

SKEW NECESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND, WITHINTHE CATCH BASIN WALL, AND 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALLDOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAXIMUM) ALONG THEPROVIDED WITH A WEAKENED PLANE OR A 1" DEEP SAWCUT CONTINUOUSLY AROUNDGRATING. STEPS SHALL BE SPACED 12" PART. THE TOP STEP SHALL BE 7" BELOW #4
#4
2-1 ½"
CF+H
4½"
1½"
1 ½"
THE FOLLOWING DETAILS ARE INCORPORATED HEREIN:THE TOP OF THE GRATING AND PROJECT 2 ½". ALL OTHER STEPS SHALL PROJECT 5". 2'-11?" FOR ONE GRATING; ADD 3'-5 ?" FOR EACH ADDITIONAL GRATING.

DOWEL DETAIL
07 LA 1 46.9/62.9
HY D
RA U
L
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x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:32
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE DETAILS
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
205
17 12"

1.75'
12"
18"
D L T

1.75'
24"36"48"60"54"
4"5"6"8"
10"10"
11"11"

1.0'1.0'1.0'1.5'1.5'1.5'

SECTION A-A
D2
/
D1
T
T
3 #4 EACH FACE
#4 @ 12"
L
L
T
T
D1
T
D2
T
90°
90°
A
A
A
#4 @ 12"
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.

NEW OR EXIST PIPE

NEW OR EXIST PIPE
L/2 TYP
3-#4

CONCRETE COLLAR
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:33
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE DETAILS
DDW

ING YAN(KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
206
1 (N)

REMOVE PIPE

DRAINAGE SHEET

DRAINAGE UNIT
LF LF
1 a
b
D-1

EAMANHOLE FRAME AND COVER
* INCLUDED IN HIGHWAY QUANTITIES

DESCRIPTION STATION

SHEET TOTAL

SUMMARY OF DRAINAGE QUANTITIES
DRAINAGE SYSTEM No.

CONCRETE COLLAR
LF EA
24" REINFORCED CONCRETE PIPE
LF LF 18" REINFORCED CONCRETE PIPE
EA
(N)MAXIMUM COVER
FT
42" REINFORCED CONCRETE PIPE
24" CORRUGATED STEEL PIPE(0.109" THICK)

MODIFY INLETDRILL AND BOND (DOWEL BAR)
TYPE 24-12X FRAME AND GRATE
EA
(N)
d
c
e
2 a
b
D-2
d
c
f
e
h
g

REMOVE JUNCTION BOX
i
j
m
l
k
n
o
1 1 1

REMOVE INLET
EA
1 2

REMOVE CONCRETE (LOCAL DEPRESSION)
LF

4.3 19.3
1 EA

20.0 1
1 2

8.0 7.6

7.8 1
1 2

4.4 7.5

7.3 1
1 4

15.2 31.9 34.2 1 35.3 5 1 4 10

1.0 1.0
REMOVE JUNCTION 4.42' Lt "PCH_47-50" 1895+38.97
MANHOLE No.1 4.42' Lt "PCH_47-50" 1895+38.97
REMOVE COCB 3.99' Rt "PCH_47-50" 1896+38.11
COCB GDO W/ 2X 24-12X GRATE 2.87' Rt "PCH_47-50" 1896+37.99 REMOVE LOCAL DEPRESSION 6.80' Rt "PCH_47-50" 1896+38.11 REMOVE 19.3' X 18" RCP

20.0 X 18" RCP
REMOVE COCB 3.72' Lt "PCH_47-50" 1955+12.37
COCB 302-3 W/ 2X 24-12X GRATE 1.42' Lt "PCH_47-50" 1955+12.37 REMOVE LOCAL DEPRESSION 6.42' Lt "PCH_47-50" 1955+12.37

7.8' X 18" RCP
REMOVE 7.6' X 18" RCP
REMOVE COCB 3.73' Lt "PCH_47-50" 1955+26.00
COCB GDO W/ 2X 24-12X GRATE 2.60' Rt "PCH_47-50" 1955+26.00 REMOVE LOCAL DEPRESSION 6.43' Lt "PCH_47-50" 1955+26.00

7.5' X 18" RCP
REMOVE 7.3' X 18" RCP
REMOVE COCB 3.71' Lt "PCH_47-50" 1955+42.97
COCB 302-3 W/ 4X 24-12X GRATE 1.41' Lt "PCH_47-50" 1955+42.55 REMOVE LOCAL DEPRESSION 6.41' Lt "PCH_47-50" 1955+42.97 07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATE PLOTTED =>TIME PLOTTED =>
6/5/2025
2:36:51 PM

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME =>
DGN FILE => ...\60% Plans\7354201id001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE CALCULATED- DESIGNED BY 07180003231

DRAINAGE QUANTITIES
DQ1. PIPE JOINTS ARE STANDARD OR AS NOTED ON PLANS.

2. (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY.

WING YAN (KAREN) LEE

HAYSON ZENG

ARA JITECHIAN

JITECHIAN
ARA
C54893
6-30-26
207
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:40
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE QUANTITIES
DQ1. PIPE JOINTS ARE STANDARD OR AS NOTED ON PLANS. 2. (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. WING YAN (KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
2 * INCLUDED IN HIGHWAY QUANTITIES
(N)

REMOVEPIPE

DRAINAGE UNIT

DLF LFRAINAGESHEET
EA

MANHOLEFRAME ANDCOVER

DESCRIPTION STATION

SHEET TOTAL

SUMMARY OF DRAINAGE QUANTITIES
DRAINAGESYSTEMNo.

CONCRETECOLLAR
LF EA
24"REINFORCEDCONCRETEPIPE
LF LF
18"REINFORCEDCONCRETEPIPE
EA
(N)

MAXIMUMCOVER
FT
(0.109"THICK)
24"CORRUGATEDSTEELPIPE
42"REINFORCEDCONCRETEPIPE

MODIFYINLET

DRILL ANDBOND(DOWELBAR)
TYPE 24-12XFRAME ANDGRATE
EA
(N)

REMOVEJUNCTIONBOX
1 1

REMOVEINLET
EA

1.8 REMOVECONCRETE(LOCALDEPRESSION)
LF

3.8 EA

13.4 5.6 4.0 4 4 8
3 a
b
D-3
c
4 a
b
D-4
cd
5 a
b
D-4
c
d
6 a
b
D-5
cd
2 1
1 2

4.9 2.0
1 1 2

4.3 2.0
1 1 2

4.2 1
1 2
REMOVE DRAINAGE INLET 3.90' Rt "PCH_47-50" 1992+14.22DI GD-1 W/ 2X 24-12X GRATE 3.34' Rt "PCH_47-50" 1992+14.22REMOVE 1.8' X 18" RCPREMOVE COCB 6.83' Lt "PCH_47-50" 2010+83.47COCB GDO W/ 2X 24-12X GRATE 9.72' Lt "PCH_47-50" 2010+83.40REMOVE 3.8' X 18" CMPREMOVE LOCAL DEPRESSION 10.02' Lt "PCH_47-50" 2010+83.47REMOVE COCB 0.21' Lt "PCH_50-50.5" 2020+84.37COCB GDO W/ 2X 24-12X GRATE 2.69' Rt "PCH_50-50.5" 2020+84.372.0' x 18" RCPREMOVE LOCAL DEPRESSION 2.11' Rt "PCH_50-50.5" 2020+84.37 REMOVE COCB 0.04' Lt "PCH_50-50.5" 2049+32.57COCB GDO W/ 2X 24-12X GRATE 2.86' Rt "PCH_50-50.5" 2049+32.572.0' x 18" RCPREMOVE LOCAL DEPRESSION 2.28' Rt "PCH_50-50.5" 2049+32.57 208
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:41
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE QUANTITIES
DQ1. PIPE JOINTS ARE STANDARD OR AS NOTED ON PLANS. 2. (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. WING YAN (KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
3 * INCLUDED IN HIGHWAY QUANTITIES
(N)

REMOVEPIPE

DRAINAGE UNIT

DLF LFRAINAGESHEET
EA

MANHOLEFRAME ANDCOVER

DESCRIPTION STATION

SHEET TOTAL

SUMMARY OF DRAINAGE QUANTITIES
DRAINAGESYSTEMNo.

CONCRETECOLLAR
LF EA
24"REINFORCEDCONCRETEPIPE
LF LF
18"REINFORCEDCONCRETEPIPE
EA
(N)

MAXIMUMCOVER
FT
(0.109"THICK)
24"CORRUGATEDSTEELPIPE
42"REINFORCEDCONCRETEPIPE

MODIFYINLET

DRILL ANDBOND(DOWELBAR)
TYPE 24-12XFRAME ANDGRATE
EA
(N)

REMOVEJUNCTIONBOX
1 1

REMOVEINLET
EA

2.0 REMOVECONCRETE(LOCALDEPRESSION)
LF EA

16.3 2.7 2.0 3 2 6
2 8.3
7 a
b
D-5
cd
8 a
b
D-5
cd
9 a
b
D-6
cde

4.4 1
1 2

3.6 1.7
1 2

1.0 0.40.4
1 1
REMOVE COCB 0.06' Rt "PCH_50.5-56" 2053+84.65COCB GDO W/ 2X 24-12X GRATE 2.94' Rt "PCH_50.5-56" 2053+84.652.0' x 18" RCPREMOVE LOCAL DEPRESSION 2.36' Rt "PCH_50.5-56" 2053+84.65REMOVE COCB 0.02' Lt "PCH_50.5-56" 2059+34.56COCB GDO W/ 2X 24-12X GRATE 0.53' Lt "PCH_50.5-56" 2059+34.56REMOVE 1.7' X 18" RCP REMOVE LOCAL DEPRESSION 2.20' Lt "PCH_50.5-56" 2059+34.56REMOVE COCB 0.06' Lt "PCH_50.5-56" 2084+44.72COCB 302-3 W/ 2X 24-12X GRATE 0.60' Lt "PCH_50.5-56" 2084+44.72REMOVE 1.0' X 24" RCP0.4' X 24" RCPREMOVE LOCAL DEPRESSION 2.24' Rt "PCH_50.5-56" 2084+44.72 209
07 LA 1 46.9/62.9
HY D
RA U
L
IC
S
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:41
30-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 1837 PROJECT NUMBER & PHASE

DESIGNEDBY

CALCULATED-
07180003231

DRAINAGE QUANTITIES
DQ1. PIPE JOINTS ARE STANDARD OR AS NOTED ON PLANS. 2. (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. WING YAN (KAREN) LEE

HAYSON ZENG

ARAJITECHIAN

JITECHIAN
ARA
C54893
6-30-26
4 * INCLUDED IN HIGHWAY QUANTITIES
(N)

REMOVEPIPE

DRAINAGE UNIT

DLF LFRAINAGESHEET
EA

MANHOLEFRAME ANDCOVER

DESCRIPTION STATION
DQ-2 TOTAL

SUMMARY OF DRAINAGE QUANTITIES
DRAINAGESYSTEMNo.

CONCRETECOLLAR
LF EA
24"REINFORCEDCONCRETEPIPE
LF LF
18"REINFORCEDCONCRETEPIPE
EA
(N)

MAXIMUMCOV
ER
FT
(0.109"THICK)
24"CORRUGATEDSTEELPIPE
42"REINFORCEDCONCRETEPIPE

MODIFYINLET

DRILL ANDBOND(DOWELBAR)
TYPE 24-12XFRAME ANDGRATE
EA
(N)

REMOVEJUNCTIONBOX
1 1

REMOVEINLET
EA

1.7 REMOVECONCRETE(CURB AND GUTTER)
LF EA
2 10 a
b
D-7
cde
11 a
b
D-7
cd
12 a
b
D-8
cde

2.3 8.4
1 1

1.7 2

5.2 1
1 1.8
2 7.9

1.8 SHEET TOTAL 21.5 5.2 2.3 1.8 3 3 6DQ-1 TOTALDQ-3 TOTAL 6 GRAND TOTAL 83.1 47.7 2.3 1.8 15 13 30

31.9 34.2 1 35.3 5 1 4 10

13.4 5.6 4.0 4 4 8

16.3 2.7 2.0 0.4 3 2
1 41.3 0.4 1
2 1
1 1
2 5
18 1.5
18 1.5
18 2.5

1.0 REMOVE COCB 0.03' Rt "PCH_50.5-56" 2099+96.09COCB 302-3 W/ 2X 24-12X GRATE 1.71' Lt "PCH_50.5-56" 2099+96.09REMOVE 1.7' X 42" RCPREMOVE LOCAL DEPRESSION 2.60' Lt "PCH_50.5-56" 2099+96.092.3' X 42" RCPREMOVE COCB WALLCOCB 302-3 W/ 2X 24-12X GRATEREMOVE 1.7' X 18" RCPREMOVE LOCAL DEPRESSION

1.41' Lt "PCH_50.5-56" 2103+60.780.53' Lt "PCH_50.5-56" 2103+60.78

3.13' Lt "PCH_50.5-56" 2103+60.78
REMOVE COCB 0.61' Lt "PCH_50.5-56" 2109+20.02COCB 302-3 W/ 2X 24-12X GRATE 2.33' Lt "PCH_50.5-56" 2109+20.02REMOVE 1.8' X 24" CMPREMOVE LOCAL DEPRESSION 3.09' Lt "PCH_50.5-56" 2109+20.021.8' X 24" CMP 210
ABBREVIATIONS:

POSITIVE LOCATION

POSITIVE LOCATION ID NUMBER

POSITIVE LOCATION SYMBOL
X -
-
R/W
R/W
R/W
R/W
1 1

V - VOLTS

UNK - UNKNOWN

SK -SKEW ANGLE

TELECOM -TELECOMMUNICATIONS
kV - KILOVOLTS

ID - UTILITY IDENTIFICATION NUMBER
M
A
T
C
H
L
IN
E
(U
-
2 )

FIBER OPTIC -CROWN CASTLE

TELECOM -FRONTIER

TELECOM -CHARTER

WATER -LOS ANGELES COUNTY WATERWORKS DISTRICTS (LACWD)

ELECTRICAL -SOUTHERN CALIFORNIA EDISON (SCE)

GAS -SOUTHERN CALIFORNIA GAS COMPANY (SCG)

5. UTILITY OWNERSHIP:

CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE
METHOD

TEST HOLE
95 8" GAS (SCG)
161

TEST HOLE

TEST HOLE
8" GAS (SCG) TEST HOLE

TEST HOLE
96 162
163

22.5kV ELECT (SCE)

TELECOM (FRONTIER)
36" STEEL WATER (LACWD)
12" STEEL WATER (LACWD)

TEST HOLE

TEST HOLE
8" GAS (SCG)
8" GAS (SCG)

16.32 15.72

42.0' Lt SR-1 CL 2743+31

42.0' Lt SR-1 CL 2743+57

42.0' Lt SR-1 CL 2743+57 TEST HOLE

14.50 TEST HOLE

16.48 5.18'

5.08'

6.30'

4.32'
4" PVC TELECOM
3/4" UNKNOWN TELECOM
2 1

2.1 2.2
94 CROSS
CREEK
PLACE
CR
O
S
S CREE
K
ROAD
SERRA
ROAD

TEST HOLE

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E
G
U
Z
M
AN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
O
L
TAN
S
TAN
L
E
Y
Y
U

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
0 0
-00
-
0 0
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
D
A
T
E
P
L
OTT
E
D
=
>
15:01
10 -
A
P
R
-20
2 5
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
1865
2 3
1855
4 6 7 8 9 1860 1 2 3 4 6
ROUTE 1
"LA 1"LINE
HPSA
ASP
H
CONC
CONC
H SP A
P
O
S
T
ST
ST
ST
ST
TSOP
HPSA
C ON C
H SP A
TSOP
TSOP
C ON C
H SP A
ST
ST
ST
H SP A
CV
BU
ST
BU
TRAI
TRID
L
ST
ST
H SP A
H SP A
H SP A
H SP A
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
CONC
GNV
GNV
CONC
CONC
PIPE
PIPE
LA -1
LA -1
H SP A
H SP A
H SP A
H SP A
12" STEEL WATER (LACWD)
ID 0108
36" STEEL WATER (LACWD)
ID 0109
ID 0120
750V Elect (SCE) ID 0123
ID 0101

22.5kV Elect (SCE)
ID 0117

TELECOM (CHARTER)

TELECOM (FRONTIER)
30" STEEL WATER (LACWD) JOINT UG TRENCH
ID 0125
4" CAST IRON WATER (LACWD)
ID 0126

TELECOM (FRONTIER)
ID 0119

22.5kV Elect (SCE)
ID 0102 22.5kV Elect (SCE)
ID 0114

22.5kV Elect (SCE)
ID 0115
8" GAS (SCG)
ID 0105
8" GAS (SCG)
ID 0113
30" STEEL WATER (LACWD)
ID 0111
8" GAS (SCG)
ID 0112

22.5kV Elect (SCE)
ID 0103
(LACWD)
WATER
10" STEEL
ID 0124
2 22.5kV Elect (SCE)
ID 0116

TELECOM (FRONTIER)
ID 0121

TELECOM (FRONTIER)
ID 0122
1 2.12.2

22.5kV Elect (SCE)
ID 0203
4" GAS (SCG)
ID 0205

FIBER OPTIC (CROWN CASTLE)
ID 0212
12" STEEL WATER (LACWD)
ID 0207

TELECOM (FRONTIER)
ID 0208

TO BE RELOCATED (LACWD)

FIRE HYDRANT
ID 0127
95 96
94 (CHARTER)

TELECOM
ID 0213
(FRONTIER)

TELECOM
ID 0211

MANHOLE (SCE)
ID 0220
12" STEEL WATER IN 20" CASING (LACWD)
ID 0110
161
162
163
211
3 4
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

15.16 15.66

80.7' Lt SR-1 CL 2754+47

83.2' Lt SR-1 CL 2754+63

3.74'

2.84'
2 R/W
R/W
R/W
R/W
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
2 MATCH
LINE
(U
-
3)
M
A
T
C
H
L
IN
E
(U
-
1 )

TEST HOLE

TEST HOLE
8" GAS (SCG)

22.5kV ELECT (SCE)

22.5kV ELECT (SCE)
4" GAS (SCG)
4" GAS (SCG)
No. LOCATION DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

TELECOM (FRONTIER)

22.5kV ELECT (SCE)

22.5kV ELECT (SCE)
97 98
99 100
101
102
103
104
105
106
107
108
109
110
111
112
113
114

22.5kV ELECT (SCE)

TELECOM (CHARTER)

22.5kV ELECT (SCE)
30" STEEL WATER (LACWD)

TELECOM (FRONTIER)
12" STEEL WATER (LACWD)

TELECOM (FRONTIER)

22.5kV ELECT (SCE)
12" STEEL WATER (LACWD)

TELECOM (FRONTIER)
115
POSITIVE LOCATION INFORMATION CONT.
12" STEEL WATER (LACWD)
12" STEEL WATER (LACWD)
116 22.5kV ELECT (SCE)
117
750V ELECT (SCE)

TEST HOLE
8" GAS (SCG)
118
119

MALIBU ROAD
164 8" GAS (SCG) TEST HOLE
7 8
9 1870
1 2
3 4
1875
6 7
8 9
1880
ROUTE 1
"LA 1"LINE
H SP A
L
C ON C
H SP A
1 - A
HPSA
BR
H SP A
I
C
K
BR
I
C
K
ASP
H
CV
H SP A
RID T
TSOP
H SP A
H SP A
TSOP
TSOP
TSOP
SOP T
SP A H
ON C C
ON C C
SP A H
AL -1
AL -1
H SP A
CV
C ON C
ON C C
D
I
RT
POST
SOP T
ON C C
SOP T
ID
TR
ON C C
BU
BU
EPIP
EPIP
PIPE
IP EP
IP
EP
IP
EP
PIPE
P
I
PE
PIPE
- AL 1
ASPH
ASPH
ASPH
CONC
CONC
ASPH
DIKE

MALIBU RD
4" GAS (SCG)
ID 0206

22.5kV Elect (SCE)
ID 0201

22.5kV Elect (SCE)
ID 0202

22.5kV Elect (SCE)
ID 0117

TELECOM (FRONTIER)
ID 0122

22.5kV Elect (SCE)
ID 0103
30" STEEL WATER (LACWD)
ID 0111
4 TELECOM (CHARTER)
ID 0123
12" STEEL WATER (LACWD)
ID 0108

TELECOM (FRONTIER)
ID 0209
750V Elect (SCE)
ID 0204

TELECOM (FRONTIER)
ID 0210
8" GAS (SCG)
ID 0112

FIRE HYDRANT (LACWD)
ID 0218

VENT (SCE)
ID 0215

VENT (SCE)
ID 0214

FIRE HYDRANT (LACWD)
ID 0221

FIRE HYDRANT (LACWD)
ID 0213
3 97 98 100
101
102
106
107
108
109
110
111
112
113
114
115
116
117
118
119
104
105
103
99 VENT (SCE)
ID 0222
164

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
0 0
-
0 0
-
0 0
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
D
ATE
P
L
O
T
T
E
D
=
>
15:01
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
212

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION

17.52 22.36

17.54 18.10

45.1' Lt SR-1 CL 2771+36

45.1' Lt SR-1 CL 2771+85

42.9' Lt SR-1 CL 2771+44

45.1' Lt SR-1 CL 2771+85 19.36

5.08'

1.84'

4.84'

5.36'

6.00'

DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

TEST HOLE
2" PVC (UNKNOWN) TEST HOLE
5 6
No.
7 8

6.1 LOCATION

42.9' Lt SR-1 CL 2771+82
3 3
R/W
R/W
R/W
10" STEEL GAS (SCG)
10" STEEL GAS (SCG)
2" PVC (UNKNOWN)
3" PVC (SCE)
OR CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
R/W
WEBB
WAY
M
A
T
C
H
L
IN
E
(U
-
4 )
M
A
T
C
H
L
IN
E
(U
-
2 )
WEBB
WAY

TEST HOLE

TEST HOLE
165
166

22.5kV Elect (SCE)
4" GAS (SCG)
167
168

22.5kV Elect (SCE)
4" GAS (SCG)

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:02
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
1 2 3 4 1885 6 7 8 9 1890 1 2 3 4
ROUTE 1
"LA 1" LINE
ST
TSOP
H SP A
CONC
C ON C
CV
H SP A
H SP A
ASPH
TSOP
TSOP
ASPH
TSOP
CONC
CON
C
ON C C
ON C C
A
SP
H
H SP A
ASPH
ASPH
H SP A
ST
ST
ST
ST
ST
ST
ST
ST
ST
TSOP
OUN F
NIAT
H SP A
LA - 1
LA - 1
ASP
H
TRID
C
O
N
C
TSOP
TSOP
CV
CONC
TSOP
CV
ASPH
T
BU
ASPH
C ON C
CONC
H SP A
ASPH
ASPH
CONC
PO
ST
BU
BU
T
H SP A
1 - AL
ASPH
CU
TSOP
1 - AL
C ON C
ST
8" CASING (SCG)
4" GAS IN
ID 0306
750V Elect (SCE)
ID 0302
30" STEEL WATER (LACWD)
ID 0111
5 7
8 6 6.1

UNKNOWN PVC
ID 0313

22.5kV Elect (SCE)
ID 0304
10" GAS (SCG)
ID 0308
8" CASING (SCG)
4" GAS IN
ID 0306
4" GAS (SCG)
ID 0307

TELECOM (FRONTIER)
ID 0312
750V Elect (SCE)
ID 0301
10" GAS (SCG)
ID 0305
750V Elect (SCE)
ID 0303

22.5kV Elect (SCE)
ID 0117
12" STEEL WATER (LACWD)
ID 0108

TELECOM (FRONTIER)
ID 0122

TELECOM (FRONTIER)
ID 0311
(FRONTIER)

TELECOM
ID 0310
(LACWD)
WATER
14" STEEL
ID 0309
12"STEEL WATER
I
(
D
167 168
166
165
213
9 10
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD
11 12 TEST HOLE

TEST HOLE

89.02 93.28

90.06 94.16

33.2' Lt SR-1 CL 2782+78

33.2' Lt SR-1 CL 2783+48

42.2' Lt SR-1 CL 2782+95

42.2' Lt SR-1 CL 2783+48
87 88 TEST HOLE

TEST HOLE
93 TEST HOLE

TOP OF ENCASEMENT

22.5kV ELECTRIC (SCE)

TOP OF ENCASEMENT

22.5kV ELECTRIC (SCE)

3.38'

3.62'

3.54'

43.4' Lt SR-1 CL 2785+36

42.2' Lt SR-1 CL 2786+82
107.08
117.89
108.29

3.06'

4.10'

35.1' Lt SR-1 CL 2785+42 3.64'

TOP OF ENCASEMENT

22.5kV ELECTRIC (SCE)

TOP OF ENCASEMENT

22.5kV ELECTRIC (SCE)
4 4
R/W
R/W
R/W
R/W
10" STEEL GAS (SCG)
10" STEEL GAS (SCG)
10" STEEL GAS (SCG)
MA
T
C
H
L
IN
E
(U
-
5 )
MATCH
LINE
(U3)

TEST HOLE

TEST HOLE
121
122
123

22.5kV ELECT (SCE)

22.5kV ELECT (SCE)
18" STEEL WATER (LACWD)
18" STEEL WATER (LACWD)

TELECOM (FRONTIER)

22.5kV ELECT (SCE)

22.5kV ELECT (SCE)
126
125
124
127
120
CIVIC
CENTER
WAY
No. LOCATION DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

TELECOM (FRONTIER)
170
169
172
18" STEEL WATER (LVMWD)
171

TELECOM (FRONTIER)
18" STEEL WATER (LVMWD)
POSITIVE LOCATION INFORMATION CONT.
4 THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:02
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEER AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
1895
6 7
8 9
1900
1 2
3 4 1905 6 7 8
ROUTE 1
"LA 1"LINE
H SP A
AL -1
ON C C
WH
CNOC
H SP A
SP A H
PSA H
CNOC
BU
1 - AL
C ON C
C ON C
H SP A
C ON C
H SP A
C ON C
H SP A
ASPH
1 - AL
AL -1
YRD
DIRT
CONC
CONC
CONC
CONC
ASPH
ASPH
DIKE
DIRT
PIPE
PIPE
BU
ASPH
CONC
UNDER

CONSTRUCTION
GNV
DIKE
GNV
LA -1
LA -1
CIVIC
CENTER
WAY

CIVIC CENTER WAY
12" STEEL WATER (LACWD)
ID 0108

22.5kV Elect (SCE)
ID 0117
18" STEEL WATER (LACWD)
ID 0404
12 TELECOM (FRONTIER)
ID 0312
750kV Elect (SCE)
ID 0303

TELECOM (FRONTIER)
ID 0406
10" GAS (SCG)
ID 0308
30" STEEL WATER (LACWD)
ID 0111

TELECOM (FRONTIER)
ID 0407

TELECOM (FRONTIER)
ID 0408

22.5kV Elect (SCE)
ID 0401

22.5kV Elect (SCE)
ID 0403

TELECOM (FRONTIER)
ID 0409
18" STEEL WATER (LACWD)
ID 0405

FIBER OPTIC (CROWN CASTLE)
ID 0410
11 10

22.5kV Elect (SCE)
ID 0402
ID 0411
ID 0413
STA 2788+70, SK=15°

TELECOM (CHARTER)

FIBER OPTIC (CROWN CASTLE)

JOINT OH

WATER (LACWD)
ID 0412
9 87
93 88
123
121
127
124
126
125
122
120
170
169
172
171
214
5 5
R/W
R/W
R/W
R/W
MA
T
C
H
L
IN
E
(U
-
4 )
MA
T
C
H
L
IN
E
(U
-
6 )
M
A
L
IB
U
CANYO
N
ROAD
W
INTE
R
M
E
S
A
D
R
IV
E

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE: 1" = 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:27
28 -
MAY
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => ldio
DGN FILE => 0718000323ka005.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
9 1910 1 2 3 4 1915 6 7 8 9 1920 1 2
ROUTE 1
"LA 1"LINE
CONC
U/C
BRUSH
ASP
H
ASPH
ASP
H
ASPH
ASPH
CONC
CONC
CONC
PILES
TS
TS
TS
UB
ASPH
DIKE
GNV
GNV
GNV
DIRT
LA -1
LA -1
M
A
L
I
B
U
CANYON
RD
W
I
NTE
R
M
E
S
A
D
R
6" STEEL WATER (LACWD)
ID 0505
14" STEEL WATER IN CASING (LACWD)
ID 0504

TELECOM (FRONTIER)

22.5kV Elect (SCE) ID 0409
ID 0501
18" STEEL WATER (LACWD)
ID 0405

TELECOM (FRONTIER)
ID 0508
750V Elect (SCE)
ID 0506
3" GAS (SCG)
ID 0502

TELECOM (FRONTIER)
ID 0507
12" STEEL WATER (LACWD)
ID 0503

22.5kV Elect (SCE)
ID 0402
10" GAS (SCG)
ID 0308
215
6 6
ROUTE 1 SB
R/W
R/W
ROUTE 1 NB
ROUTE 1
R/W
R/W
MA
T
C
H
L
IN
E
(U
-
7 )
M
A
T
C
H
L
IN
E
(U
-
5 )
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

TELECOM (FRONTIER)

TELECOM (FRONTIER)
139
138
137

TEST HOLE

TEST HOLE
140
141

TELECOM (FRONTIER)

TELECOM (FRONTIER)
142 TELECOM (FRONTIER)

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:02
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka006.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
3 4 1925 6 7 8 9 1930 1 2 3 4 1935 6
ROUTE 1
"LA 1"LINE
CONC
ASPH
ASPH
GNV
GNV
GNV
DIRT
LA -1
LA -1
LA -1
LA -1
10" GAS (SCG)
ID 0308

TELECOM (FRONTIER)
ID 0604

TELECOM (FRONTIER)
ID 0409

22.5kV Elect (SCE)
ID 0402

TELECOM (FRONTIER)
ID 0603
18" STEEL WATER (LACWD)
ID 0405

FIRE HYDRANT (LACWD)
ID 0605
137
138
140
139 141
142
216
7 7
ROUTE 1 NB
ROUTE 1 SB
R/W
R/W
R/W
ROUTE 1
R/W
MA
T
C
H
L
IN
E
(U
-
8 )
MA
T
C
H
L
IN
E
(U
-
6 )
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

TELECOM (FRONTIER)

TELECOM (FRONTIER)
18" STEEL WATER (LACWD)
143 18" STEEL WATER (LACWD)
144
145

TEST HOLE

TELECOM (FRONTIER)
147
148
149
150
2-5" ELECT (SCE)
4" GAS (SCG)
4" GAS (SCG)
146
JOHN
TYLER
DRIVE
175
176
177
178
179

TEST HOLE

22.5kV Elect (SCE)
2" GAS (SCG)

22.5kV Elect (SCE)
2" GAS (SCG) TEST HOLE

TEST HOLE

TELECOM (FRONTIER) TEST HOLE

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
0 0
-
0 0
-
0 0
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
D
ATE
P
L
O
T
T
E
D
=
>
15:0
2 10
-
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka007.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
CONDUIT,UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
7 8 9 1940 1 2 3 4 1945 6 7 8 9 1950
ROUTE 1
"LA 1"LINE
A
SPH
ASPH
ASPH
ASPH
ASPH
CONC
TS
TS
UB
GNV
GNV
UB
UB
TS
UB
TSTS
UB
UB

BRUSH AND TREES

BRUSH AND TREES
BRUSH
BRUSH
BRUSH
ASPH
ASPH
ASPH
ASPH
GNV
LA -1
LA -1
4" GAS (SCG)
ID 0705
ID 0702
ID 0711
2" GAS (SCG)
ID 0708

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 0409
2-5" Elect (SCE)
ID 0701

TELECOM (FRONTIER)
ID 0709
16" STEEL WATER (LACWD)
ID 0706

22.5kV Elect (SCE)
ID 0602

TELECOM (FRONTIER)
ID 0710
18" STEEL WATER (LACWD)
ID 0405
10" GAS (SCG)
ID 0308

22.5kV Elect (SCE)
ID 0402

FIRE HYDRANT (LACWD)
ID 0712

22.5kV Elect (SCE)
ID 0601
145
149
150
147
148
175
146
176
177
178
143
144
179
217
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION METHOD
73 37.0' Lt SR-1 CL 2842+13 3.74' 145.47 TEST HOLE
72 36.7' Rt SR-1 CL 2839+06 3.90' 139.16 TEST HOLE
8 8
R/W
R/W
R/W
R/W
OR CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
(FRONTIER)
3-4" PVC TELECOM
(FRONTIER)
3-4" PVC TELECOM
MATCH
LINE
(U
-
9)
M
A
T
C
H
L
IN
E
(U
-
7 )

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
0 0
-
0 0
-
0 0
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
D
ATE
P
L
O
T
T
E
D
=
>
15:0
2 10
-
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka008.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
1 2 3 4 1955 6
7 8
9 1960
1 2
3 4
ROUTE 1
"LA 1"LINE
UB

BRUSH AND TREES
UB
TS
GNV
GNV
GNV
GNV
BRUSH
BRUSH
BRUSH
GNV
ASPH
ASPH
ASPH
UB
GNV
GNV
UB
GNV
ASPH
ASPH
DIKE
DIKE
LA -1
LA -1

TELECOM (FRONTIER)
ID 0409
18" STEEL WATER (LACWD)
ID 0405
73 ID 0805
ID 0806
ID 0809
ID 0801
ID 0810
ID 0808
ID 0807
ID 0812
ID 0811
STA 2838+72, SK=6°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
STA 2840+84, SK=20°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
STA 2843+53, SK=25°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
72 10" GAS (SCG)
ID 0308
Elect (SCE)
ID 0703

TELECOM (FRONTIER)
ID 0714
10" STEEL WATER (LACWD)
ID 0707

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 0713
STA 2837+04, SK=75°

22.5kV Elect (SCE)
ID 0704
ID 0702
ID 0711
218
9 9
R/W
R/W
R/W
ROUTE 1 SB
R/W
ROUTE 1 NB
M
A
T
C
H
L
IN
E
(U
-10
)
M
A
T
C
H
L
IN
E
(U
-
8 )

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

22.5kV Elect (SCE) TEST HOLE
No. LOCATION

22.5kV Elect (SCE)

WATER (LACWD)

WATER (LACWD) TEST HOLE

WATER (LACWD)

22.5kV Elect (SCE) TEST HOLE

TEST HOLE

22.5kV Elect (SCE) TEST HOLE

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:02
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka009.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
180
181
182
183
184
186
185
187
1965 6 7 8 9 1970 1 2 3 4 1975 6 7 8
ROUTE 1
"LA 1"LINE
TSOP
PIPE
SP
UB
C
CONC
ONC
DIKE
DIKE
ASPH
DIRT
GNV
UB
GNV
GNV
GNV
GNV
UB
UB
GNV
ASPH
ASPH
ASPH
ASPH
ASPH
LA -
ASPH
1 LA -1
LA -1
LA -1
ID 0702
ID 0711 TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

22.5kV Elect (SCE)
ID 0909
18" STEEL WATER (LACWD)
ID 0405
(SCE)

22.5kV Elect
ID 0908

WATER (LACWD)
ID 0904

WATER (LACWD)
ID 0905

TELECOM (FRONTIER)
ID 0409

22.5kV Elect (SCE)
ID 0901
10" GAS (SCG)
ID 0308
10" STEEL WATER (LACWD)
ID 0707
10" STEEL WATER (LACWD)
ID 0803

22.5kV Elect (SCE)
ID 0802
10" STEEL WATER (LACWD)
ID 0804
STA 2851+66, SK=0°

TELECOM (FRONTIER)
ID 0813
180 181
182
183
184 185
186
187
219

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:02
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka010.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
9 1980 1 2 3 4 1985 6 7
8 9
1990
1 2
ROUTE 1
"LA 1"LINE
WH
WH
PIPE
SOP T
TSOP
WH
H SP A
H SP A
TSOP
BU
GATE
WH
TSOP
1 - AL
1 - AL
DRY
WH
H SP A
H SP A
CONC
CV
CV
C ON C
C
TSOP
ON
C
C ON C
ASPH
POST
BU
POST
EKID
C ON C
CONC
H SP A
H SP A
H SP A
TSOP
BU
TSOP
C ON C
BU
D
ON C C
C ON C
SP A H
TSOP
PD
PD

TR OU C SI NN TE
C ON C
C ON C

RT IA L
EKID
YRD
DRY
TSOP
DRY

TELECOM (FRONTIER)
ID 0409
14 16
15 17
18 18" STEEL WATER (LACWD)
ID 0405
10" GAS (SCG)
ID 0903
ID 1001
ID 1002
STA 2868+18, SK=35°

FIBER OPTIC (CROWN CASTLE)

TELECOM (CHARTER)

TELECOM (FRONTIER)

JOINT OH
ID 1003
STA 2863+90, SK=37°

TELECOM (CHARTER)

TELECOM (FRONTIER)

22.5kV Elect (SCE)

JOINT OH
ID 0912
ID 0911
ID 0913

TELECOM (FRONTIER)
ID 0914
4" Cl WATER (LACWD)
ID 0906
3" GAS IN 6" CASING (SCG)
ID 0902
ID 0702
ID 0711 TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 0910
13 10" GAS (SCG)
ID 0308
8" GAS (SCG)
ID 0907

TELECOM (FRONTIER)
ID 0915
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE
METHOD

TEST HOLE

TEST HOLE
14 15
16 TEST HOLE
17 TEST HOLE
18 34.8' Lt SR-1 CL 2867+34

42.5' Lt SR-1 CL 2867+75

34.8' Lt SR-1 CL 2867+73

32.1' Lt SR-1 CL 2869+79

31.6' Lt SR-1 CL 2870+53
159.98
158.26
156.78
151.72
148.88

4.02'

3.74'

5.92'

3.78'

4.12'
10 ROUTE 1 SB
ROUTE 1 NB
R/W
R/W
R/W
R/W
13 35.1' Lt SR-1 CL 2865+22 4.74' 165.46 10" STEEL GAS (SCG) TEST HOLE 10" STEEL GAS (SCG)
10" STEEL GAS (SCG)
10" STEEL GAS (SCG)
8" PLASTIC (UNK)
8" PLASTIC GAS (SCG)
10 CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
MATCH
LINE
(U
-
1 1
)
M
A
T
C
H
L
IN
E
(U
-
9 )

PUERCO CANYON ROAD

TEST HOLE
188 TELECOM (FRONTIER) TEST HOLE
189 TELECOM (FRONTIER)
188
189
220

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
0 0
-
0 0
-
0 0
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
D
ATE
P
L
O
T
T
E
D
=
>
15:0
3 10
-
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka011.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
3 4 1995 6 7 8 9 2000 1 2 3 4 2005 6
ROUTE 1
"LA 1" LINE
EKID
TSOP
1 - AL
1 - AL
TSOP
POST
ID RT
EPIP
TSOP
TSOP
H SP A
H SP A
TSOP
WH
TSOP
1 - AL
1 - AL
PD
EKID
ASP
H
ASPH
ASPH
DIKE
MALIBU
RD
8" GAS (SCG)
ID 1103
21 8" GAS (SCG)
ID 0907

22.5kV Elect (SCE)
ID 1101
10" STEEL WATER (LACWD)
ID 1106
ID 1102
ID 1110
STA 2886+80, SK=0°

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
19 20
No. LOCATION DESCRIPTION METHOD

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION

TEST HOLE

32.0' Lt SR-1 CL 2881+08

32.0' Lt SR-1 CL 2881+55
19 20
ROUTE 1 NB
ROUTE 1 SB
21 31.7' Lt SR-1 CL 2887+07 4.28' 51.62 TEST HOLE
11 OR CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
R/W
R/W
R/W
R/W
8" PLASTIC GAS (SCG)
8" PLASTIC GAS (SCG)
8" PLASTIC GAS (SCG)
11 4.30' 84.20

3.90' 87.30
M
A
T
C
H
L
IN
E
(U
-12
)
M
A
T
C
H
L
IN
E
(U
-10
)
190 10" STEEL WATER (LACWD) TEST HOLE
191 10" STEEL WATER (LACWD) TEST HOLE
191
190
221

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:03
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka012.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
7 8 9
2010
1 2
3 4
2015
6 7
8 9
2020
ROUTE 1
"LA 1"LINE
C ON C
C ON C
TSOP
TSOP
EKID
SP A H
SP A H
EKID
EKID
WH
WH

PIR AR- P
ON C
EKID
C
RIPAR P
BU
RO
CK
TSOP
BU
H SP A
SP A
SA
H
HP
H SP A
- AL 1
- AL 1
C ON C
HPSA
POST
CONC
CONC
RAMP
VEN-1
VEN-1
8"GAS (SCG)
ID 1201
10"STEEL WATER (LACWD)
ID 1105

TELECOM (FRONTIER)
ID 0409
18"STEEL WATER (LACWD)
ID 0405
8"IN 12"CASING GAS (SCG)
ID 1104
2"GAS (SCG)
ID 1202
22 8"STEEL WATER (LACWD)
ID 1203
23 24
23A
STA 2896+07,SK=54°

TELECOM (UNK)
ID 1109
152
151

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 0702
ID 0711
192
193
12 NOTES:

ROUTE 1 NB
ROUTE 1 SB
R/W
R/W

DESCRIPTION METHOD

TEST HOLE
22 23
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION

TEST HOLE

TEST HOLE
24 TEST HOLE
23A

48.66 14.90

13.38 14.78

30.8' Lt SR-1 CL 2887+75

29.0' Rt SR-1 CL 2895+57

36.4' Rt SR-1 CL 2895+57

35.9' Rt SR-1 CL 2895+84

3.54'

3.90'

5.22'

3.62'
R/W
R/W
OR CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
12 8" STEEL GAS (SCG)
18" STEEL WATER (LACWD)

STEEL TELECOM (FRONTIER)

STEEL TELECOM (FRONTIER)
M
A
T
C
H
L
IN
E
(U
-11
)
MATCH
LINE
(U
-
13 )

TEST HOLE
151 10" STEEL WATER (LACWD) TEST HOLE
152 8" IN 12" CASING GAS (SCG)
192 2" GAS (SCG)
193 2" GAS (SCG) TEST HOLE

TEST HOLE
222

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:04
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka013.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
1 2 3 4 2025 6 7 8 9 2030 1 2 3 4
ROUTE 1
"LA 1"LINE
TSOP
TSOP

PAR-PIR
DIKE

AR-PIR P
WH
DIKE
DIKE
TSOP
BU
TSOP
CVCV
TSOP
TSOP
TSOP
BU
DIKE
DIKE
SP A
H

PMAC OUND RG
H SP A
H SP A
1- AL
1- AL
1- AL
1- AL
H SP A
H SP A
C ON C
C ON C
C ON C
T
TSOP
ST
BU
RD Y
EKID

FIBER OPTIC (CROWN CASTLE)
ID 1309

TELECOM (FRONTIER)
ID 0409
18" STEEL WATER (LACWD)
ID 0405
18" STEEL WATER (LACWD)
ID 1204

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 0702
8" GAS (SCG)
ID 1207

TELECOM (FRONTIER)
ID 1206
10"STEEL WATER (LACWD)
ID 1105
8" STEEL WATER (LACWD)
ID 1203
ID 0711
18" STEEL WATER (LACWD)
ID 1205
STA 2907+12, SK=0°

TELECOM (UNK)
ID 1208
8" STEEL WATER (LACWD)
194 ID 1107
195
197
196
13 ROUTE 1 SB
ROUTE 1 NB
R/W
R/W
R/W
R/W
NOTES:
13 OR CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
MAT
CH
L
INE
(U
-
12 )
M
A
T
C
H
L
IN
E
(U
-14
)
No. LOCATION DESCRIPTION METHOD

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION

TEST HOLE
194 TEST HOLE
195
8" STEEL WATER (LACWD)
197
196
18" STEEL WATER (LACWD) TEST HOLE

TEST HOLE
8" STEEL WATER (LACWD)
18" STEEL WATER (LACWD)
223

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
0 0
-
0 0
-
0 0
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
D
ATE
P
L
O
T
T
E
D
=
>
15:0
4 10
-
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka014.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
2035 6
7 8
9 2040 1
2 3
4 2045
6 7
8 ROUTE 1
"LA 1"LINE
WH
EKID
H SP A
C ON C
TSOP
ST
TSOP
EKID
DIKE
DECK
TSOP
TSOP
C ON C
DIKE
TSOP
BU
BU
BU
POST
BU
EKID
EKID
EKID
EPIP
ASPH
H SP A
C ON C
H SP A
H SP A
EPIP
ST
ST
- AL 1
1- AL
1- AL
- AL 1
H SP A
H SP A
D
D
D
CC
TSOP
TSOP
OP TS
TSOP
TSOP
TSOP
TSOP
TSOP
ST
TSOP
ST
ST
ST
YRD

TELECOM (CHARTER) C ON C

22.5kV Elect (SCE)

JOINT OH
ID 0702
ID 0711
18" STEEL WATER (LACWD)
ID 1205
STA 2919+33, SK=0°

TELECOM (FRONTIER)
Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 1314
2" GAS (SCG)
ID 1304
8" STEEL WATER (LACWD)
ID 1107
2" GAS (SCG)
ID 1303
ID 1301
ID 1311
ID 1310
ID 1312 TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
ID 0702
ID 0711 TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

WATER (LACWD)
8" STEEL IN 72" CASING
ID 1307
8" STEEL WATER (LACWD)
ID 1305

TELECOM (FRONTIER)
ID 1315
25 28 27
29 31
26 30
31A
8" GAS (SCG)
ID 1207

FIBER OPTIC (CROWN CASTLE)
ID 1309

TELECOM (FRONTIER)
ID 0409
2" CI WATER (LACWD)
ID 1306 TELECOM (FRONTIER)
ID 1316
(LACWD)
18" STEEL WATER
ID 1308
ID 1317 ID 1321
ID 1322
ID 1319
ID 1320
ID 1318
ID 1302

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
ID 0702
STA 2922+99, SK=33°

TELECOM (CHARTER)

FIBER OPTIC (CROWN CASTLE)

JOINT OH
STA 2923+55, SK=36°

TELECOM (FRONTIER)

22.5kV Elect (SCE)

JOINT OH
ID 1313

TELECOM (UNK)
ID 1402
199
198
14 R/W
ROUTE 1 NB
ROUTE 1 SB
25 No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE

TEST HOLE
26 27
28 29
30 31
31A 4" TELECOM (UNKNOWN) TEST HOLE

34.0' Lt SR-1 CL 2921+63

37.3' Lt SR-1 CL 2921+63

31.5' Lt SR-1 CL 2921+49

31.5' Lt SR-1 CL 2921+75

11.5' Rt SR-1 CL 2922+54

39.0' Rt SR-1 CL 2922+54

34.3' Rt SR-1 CL 2922+50

38.8' Rt SR-1 CL 2922+50
R/W
R/W

29.10 30.20

30.02 33.76

30.70 30.22

32.02 4.08' 29.02

3.80'

3.20'

3.28'

0.44'

3.80'

4.28'

2.08'
14 OR CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
R/W
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL WATER (LACWD)
18" STEEL WATER (LACWD)

TOP OF ENCASEMENT
2" CONCRETE WATER (UNK)
2-4" PVC TELECOM (UNK)
3-4" TELECOM (FRONTIER)
MA
T
C
H
L
IN
E
(U
-13
)
MATCH
L
INE
(U
-
1 5
)

CORRAL CANYON ROAD
198 TELECOM (FRONTIER) TEST HOLE
199 TELECOM (FRONTIER) TEST HOLE
224

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:04
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka015.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
9 2050 1 2 3
4 2055
6 7
8 9
2060
1 2
ROUTE 1
"LA 1"LINE
DIKE
OP TS
YRD
DRY
DRY
ASPH
ASPH
ASPH
ASPH
ASPH
DIKE
UB
UB
VEN-1
VEN-1
ID 1301
ID 1310
ID 1312
ID 1311

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
8" Abn WATER (LACWD)
ID 1401
8" GAS (SCG)
ID 1207

TELECOM (FRONTIER)
ID 1315
8" STEEL WATER (LACWD)
ID 1107
18" STEEL WATER (LACWD)
ID 1308
15 R/W
ROUTE 1 NB
ROUTE 1 SB
R/W
R/W
R/W
15 M
A
T
C
H
L
IN
E
(U
-14
)
MAT
C
H
L
INE
(U
-16
)
225

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:04
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka016.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
3 4 2065 6 7 8 9 2070 1 2 3 4 2075
ROUTE 1
6 "LA 1"LINE
NN TE
C SI
TR OU
EKID
TSOP
EKID
EKID
H SP A
1- AL
1- AL
H SP A
H SP A
HPSA
H SP A
H SP A
H SP A
UB
ASPH
ASPH
ASPH
DIKE
VEN-1
VEN-1
ID 1510
ID 1503
ID 1512
ID 1508

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
STA 2953+91, SK=49°

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
ID 1509
ID 1507
ID 1502
ID 1511
12" STEEL WATER (LACWD)
ID 1505
18" STEEL WATER (LACWD)
ID 1308
6" Abn WATER (LACWD)
ID 1504

FIBER OPTIC (CROWN CASTLE)
ID 1506
ID 1311
ID 1301
ID 1312 TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
8" GAS (SCG)
ID 1207

TELECOM (FRONTIER)
ID 1315
Abn 8" STEEL WATER (LACWD)
ID 1401
ID 1310

TELECOM (FRONTIE
ID 16
201
200
16 R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
R/W
R/W
16 MA
T
C
H
L
INE
(U
-17
)
MA
T
C
H
L
INE
(U
-15
)

LATIGO SHORE DRIVE

SEAGULL WAY
No. LOCATION DESCRIPTION METHOD

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION
200 12" STEEL WATER (LACWD) TEST HOLE
201 12" STEEL WATER (LACWD) TEST HOLE
226

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:04
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka017.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
7 8 9 2080
1 2
3 4
2085
6 7
8 9
2090
ROUTE 1
"LA 1"LINE
C ON C

TR OU C SI NN TE

TR OU C SI NN TE
H SP A
H SP A
C ON C
CONC
C ON C
TSOP
TSOP
ASPH
D
I
R
T
L OO P
L OO P
P
L OO P
H SP A
SOP T
TSOP
TSOP
C ON C
C ON C
AND S
AL 1-
1 - AL
AL 1-
1 - AL
ON C C
ON C C
H SP A
ASPH
H SP A
C ON C
DRY
RD Y
S
T
A
I
R
S
H SP A
HPSA
H SP A
H SP A
H SP A
ASPH
ASPH
YRD
8"GAS (SCG)
ID 1207
ID 1503
ID 1508
ID 1510
18"STEEL WATER (LACWD)
ID 1308
20"CASING (LACWD)
12"STEEL WATER IN
ID 1603
ID 1512

TELECOM (FRONTIER)
ID 1315

TELECOM (FRONTIER)
ID 1607

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH

TELECOM (FRONTIER)
ID 1608
4"GAS (SCG)
ID 1601
Abn 6"STEEL WATER (LACWD)
ID 1502
8"STEEL WATER (LACWD)
ID 1605

FIBER OPTIC (CROWN CASTLE)
ID 1606
2"GAS (SCG)
ID 1602

TELECOM (UNK)
ID 1611

TELECOM (UNKNOWN)
ID 1610
Elect(SCE)
ID 1609
202
203
17 R/W
R/W
R/W
R/W
17 M
A
T
C
H
L
IN
E
(U
-16
)
MATCH
LINE
(U
-
18 )
LATIGO
CANYON
ROAD
No. LOCATION DESCRIPTION METHOD

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION
202 TELECOM (FRONTIER) TEST HOLE
203 TELECOM (FRONTIER) TEST HOLE
227

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:05
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka018.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
1 2
3 4
2095
6 7
8 9
2100 1 2 3 4
ROUTE 1
"LA 1"LINE
TSOP
ASP
H

TENN SI
SP A
H
ASPH
KID E
A
SP
H
ASPH
ON C C
SOP T
TSOP
OP
TS
SP A H
ON C C
TSOP
TSOP
TSOP
1- AL
1- AL
SP A H
S
T
A
I
R
S
SP A H
SP A H
OU C
TR
ASPH
ASPH
SP

GNV GNV
GNV
GNV
VEN-1
VEN-1
8"GAS (SCG)
ID 1704
8"GAS (SCG)
ID 1207
Abn 3"WATER (LACWD)
ID 1707
2"GAS (SCG)
ID 1703
18"STEEL WATER (LACWD)
ID 1308
12"STEEL WATER (LACWD)
ID 1604
20"CASING (LACWD)
12"STEEL WATER IN
ID 1706
ID 1503
ID 1508
ID 1510
ID 1512

TELECOM (FRONTIER)
ID 1607

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH
8"GAS (SCG)
ID 1702
12"CASING (SCG)
8"GAS IN
ID 1705
Abn 8"STEEL WATER (LACWD)
ID 1708

22.5kV Elect(SCE)
ID 1701

TELECOM (UNK)
ID 1710
204
205
206
207
208
209
210
211

TELECOM (FRONTIER)
ID 1711 TELECOM (FRONTIER)
ID 1712

TELECOM (FRONTIER)
ID 1713
18 NOTES:

ROUTE 1 NB
ROUTE 1 SB
R/W
R/W
R/W
R/W
18 M
A
T
C
H
L
IN
E
(U
-
1 9
)
MATCH
LINE
(U
-
1 7)
SEA
VISTA
DRIVE
No. LOCATION DEPTH ELEVATION DESCRIPTION

TEST HOLE
METHOD

POSITIVE LOCATION INFORMATION
204 8" GAS (SCG)
205 8" GAS (SCG) TEST HOLE
206 TEST HOLE
207 TEST HOLE
208 TEST HOLE
209 TEST HOLE
210 TEST HOLE
211 TEST HOLE

TELECOM (FRONTIER)

TELECOM (FRONTIER)
228
2105
6 7
8 9
2110
1 2
3 4
2115
6 7
8 9
ROUTE 1
"LA 1"LINE
ASPH
ASPH
PIPE
CONC
ASPH
GNV
ASPH
ASPH
ASPH
ASPH
CONC
UB
UB
VC
VC

TENNIS COURT
D
I
RT
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
4"Abn WATER (LACWD)
ID 1708
ID 1801
ID 1813
Abn 8"STEEL WATER (LACWD)
ID 1707
8"STEEL WATER (LACWD)
ID 1808
ID 1503
ID 1508
ID 1814
ID 1510
TELECOM (CHARTER) ID 1512

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH

TELECOM (CHARTER)

TELECOM (FRONTIER)

22.5kV Elect(SCE)

JOINT OH

TELECOM (FRONTIER)
ID 1607
8"GAS (SCG)
ID 1704
8"GAS (SCG)
ID 1804

TELECOM (FRONTIER)
ID 1812
3"GAS (SCG)
ID 1805

22.5kV Elect(SCE)
ID 1802
6"STEEL WATER (LACWD)
ID 1807
Abn 8"STEEL WATER (LACWD)
ID 1809
Abn 8"STEEL WATER (LACWD)
ID 1811
18"STEEL WATER (LACWD)
ID 1308
8"STEEL WATER (LACWD)
ID 1810
33 34
8"STEEL WATER (LACWD)
ID 1806
90 ID 1817
ID 1816

TELECOM (UNK)
Elect(SCE)

JOINT OH
8"GAS (SCG)
ID 1803
Elect(SCE)
ID 1815

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:06
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka019.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
19 33
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD
34 19.90

19.34 34.0'LtSR-1 CL 2995+51

34.0'LtSR-1 CL 2995+91
R/W
R/W
R/W
R/W
90 TEST HOLE

TOP OF ENCASEMENT
18"STEEL WATER (LACWD)

4.00'

3.06'

37.7'RtSR-1 CL 2997+32 O.20'
ROUTE 1 SB
ROUTE 1 NB

19.12 OR CONDUIT, UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
19 8"STEEL GAS (SCG)
8"STEEL GAS (SCG)
MATCH
LINE
(U20)
M
A
T
C
H
L
IN
E
(U
-18
)

MALIBU COVE COLONY DRIVE
VIA

ESCONDIDO
DRIVE

ESCONDIDO BEACH ROAD
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
229
20 R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
20 R/W
R/W
MATCH
LINE
(U
-
21 )
MATCH
LINE
(U
-
19)
2120
1 2
3 4
2125
6 7
8 9
2130
1 2
3 ROUTE 1
"LA 1"LINE
SOP T
ON C C
S
SP A H
POOL
ASPH
SP A H
SP A
TSOP
H
TSOP
TE GA
BU
SP A H
ASPH
ASPH
CONC
UB
ASPH
ASPH
ASPH
ASPH
ASPH
GNV
GNV
ASPH
CONC
UB
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1

MEADOWS
CT
8"GAS (SCG)
ID 1803
ID 1801
ID 1813
ID 1503
ID 1510
ID 1508
18"STEEL WATER (LACWD)
ID 1308
10"STEEL WATER (LACWD)
ID 1905
10"STEEL WATER (LACWD)
ID 1906
6"STEEL WATER (LACWD)
ID 1807
ID 1512

TELECOM (FRONTIER)

22.5kV Elect(SCE)

JOINT OH

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH
2"GAS (SCG)
ID 1903
8"STEEL WATER (LACWD)
ID 1810

TELECOM (FRONTIER)
ID 1607
2"GAS (SCG)
ID 1904
1"GAS (SCG)
ID 1902

TELECOM (UNK)
ID 1907

TELECOM (UNK)
ID 1908

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:06
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka020.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
230
21 R/W
R/W
R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
21 MA
T
C
H
L
INE
(U
-20
)
MATCH
LINE
(U
-
22)
4 2135
6 7
8 9
2140
1 2
3 4
2145
6 7
ROUTE 1
"LA 1"LINE
SOP T
SOP T
SOP T
S
CONC
CONC
CONC
CONC
DIRT
H SP A
ASPH
ASPH
ASP
RID
H
T
D
I
R
T
D
I
R
T
ASPH
C ON C
L OO P
AL
1 -
AL
1 -
- AL 1
- AL 1
SP A H
SP A H
H SP A
H SP A
TRAIL
P
SOP T
SOP T
TSOP
CV
2" GAS (SCG)
ID 2006
8" STEEL WATER (LACWD)
ID 1810

TELECOM (CHARTER)
ID 2008

TELECOM (FRONTIER)
ID 1607

TELECOM (FRONTIER)
ID 1813

22.5kV Elect (SCE)
ID 1901
2"GAS (SCG)
ID 2005
2" GAS (SCG)
ID 2004
18" STEEL WATER (LACWD)
ID 1308

22.5kV Elect (SCE)
ID 2001

TELECOM (UNK)
ID 2009

22.5kV Elect (SCE)
ID 2002
8"GAS (SCG)
ID 1803 6" STEEL WATER (LACWD)
ID 1807

TELECOM (UNK)
ID 2010

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:07
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka021.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
231
8 9
2150
1 2
3 4
2155
6 7
8 9 2160 1
ROUTE 1
"LA 1"LINE
DRY
SP A H
SOP T
DIRT
DRY
SP A H
ASPH
ASPH
ASPH
H SP A
C
ON
C
TRID
SP A H
1 - AL
1 - AL
AL
1-
AL
1-
OLD RD
SP A H
SP A H
SOP T
YRD
C ON C
8" GAS (SCG)
ID 1803

TELECOM (FRONTIER)
ID 2007
6" STEEL WATER (LACWD)
ID 1807
ID 2003

TELECOM (UNK)

22.5kV Elect(SCE)

JOINT OH
ID 2011
12" STEEL WATER (LACWD)
ID 2106
6" STEEL WATER (LACWD)
ID 1807
ID 1503
ID 1510
ID 1508
ID 1512

TELECOM (FRONTIER)
ID 2007

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH
8" GAS (SCG)
ID 1803

22.5kV Elect (SCE)
ID 2101
12" STEEL WATER (LACWD)
ID 2108

22.5kV Elect (SCE)
ID 2107
12" STEEL WATER (LACWD)
ID 2109
12"STEEL WATER (LACWD)
ID 2110
4" GAS (SCG)
ID 2103

22.5kV Elect(SCE)
ID 2102

TELECOM (UNK)
ID 2111

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:07
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka022.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
22 ROUTE 1 SB
ROUTE 1 NB
R/W
R/W
R/W
R/W
22 M
A
T
C
H
L
IN
E
(U
-23
)
MATCH
LINE
(U21
)
W
IND
ING
WAY
232
23 R/W
R/W
WE
S
T
W
IND
ING
WAY
R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
23 M
A
T
C
H
L
IN
E
(U
-22
)
MA
T
C
H
L
INE
(U
-24
)
SEA
LANE
DRIVE
2 3
4 2165
6 7
8 9
2170
1 2
3 4
2175
ROUTE 1
"LA 1"LINE
A
SP
H
RD Y
TSOP
BU
BU
CONC
D
I
RT
ON C
C
ON C C
1 - AL
1 - AL
LO D
DR
H SP A
H SP A
STAIRS
UB
A
SP
H
DIKE
GNV
LA -1
LA -1
ASPH
ASPH
WIND
ING
WAY
2" GAS (SCG)
ID 2104
18" STEEL WATER (LACWD)
ID 1308
6" STEEL WATER (LACWD)
ID 1807

TELECOM (FRONTIER)
ID 2007
8" GAS (SCG)
ID 1803
2" GAS (SCG)
ID 2105
8" STEEL WATER (LACWD)
ID 1810

TELECOM (FRONTIER)
ID 1607
ID 1503
ID 1510
ID 1508
ID 1512 TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2209

TELECOM (FRONTIER)
ID 2210
3" GAS (SCG)
ID 2204
6"STEEL WATER (LACWD)
ID 2207
2" GAS (SCG)
ID 2205

22.5kV Elect(SCE)
ID 2201

TELECOM (UNK)
ID 2215
Elect (SCE)
ID 2214

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:08
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka023.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
233
6 7
8 9 2180 1 2 3
4 2185
6 7
8 9
ROUTE 1
"LA 1"LINE
H SP A
ST
TS
TS
TS
DIKE
UB
GNV
LA -1
LA -1
LA -1
LA -1
ASPH
ASPH
ASPH
ID 1503
ID 1510
ID 1508
ID 1512 TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2208
36 35

TELECOM (FRONTIER)
ID 2213
2" GAS (SCG)
ID 2206
(FRONTIER)

TELECOM
ID 2211
92 ID 2203
ID 2216 TELECOM (UNK)

22.5kV Elect(SCE)

JOINT OH
18" STEEL WATER (LACWD)
ID 1308
8" STEEL WATER (LACWD)
ID 1810
8" GAS (SCG)
ID 1803
37 38
6" STEEL WATER (LACWD)
ID 2302
6" STEEL WATER (LACWD)
ID 1807

TELECOM (FRONTIER)
ID 1607
77 78 78.1

TELECOM (FRONTIER)
ID 2212

22.5kV Elect (SCE)
ID 2202

1.5" STEEL (UNK)
ID 2413

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:09
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka024.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
24 No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD
35 36

30.8' L+ SR-1 CL 3061+62

28.9' L+ SR-1 CL 3062+52
R/W
92 6" STEEL WATER (LACWD) TEST HOLE
101.60

98.88 4.00'

3.82'

34.7' Lt SR-1 CL 3061+48 4.18'
37 TEST HOLE

TEST HOLE
38 29.2' L+ SR-1 CL 3065+90

29.2' L+ SR-1 CL 3066+59

TEST HOLE
77 6" STEEL WATER (LACWD) TEST HOLE
78 6" STEEL WATER (LACWD) TEST HOLE

78.1 1.5" STEEL (UNKNOWN)

35.4' L+ SR-1 CL 3065+80

35.1' L+ SR-1 CL 3068+77

35.1' L+ SR-1 CL 3068+77
R/W

3.52'

3.56'
101.89'
103.40'

4.52'

3.42' 104.94'

0.86' 107.47'

96.72'
101.77'
ROUTE 1 SB
ROUTE 1 NB
R/W
R/W
24 OR CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
MAT
CH
L
INE
(U
-
23 )
MAT
C
H
L
INE
(U
-
25 )

PARADISE
COVE
ROAD
234
2190
1 2
3 4
2195
6 7
8 9
2200
1 2
3 ROUTE 1
"LA 1"LINE
C ON C
H SP A
C ON C
ASPH
CV
TSOP
H SP A
H SP A
H SP A
1 - AL
1 - AL
H SP A
A
SP
H
H SP A
CONC
A
SP
H
TSOP
BU
C ON C
H SP A
TSOP
H SP A
D
I
KE
ASPH
A
S
P
H
D
I
KE
ASPH
A
S
P
H
12" STEEL WATER (LACWD)
ID 2303
2" GAS (SCG)
ID 2301
6" STEEL WATER (LACWD)
ID 1807

TELECOM (FRONTIER)
ID 2412
(CROWN CASTLE)

FIBER OPTIC
ID 2411

TELECOM (FRONTIER)
ID 1607
12"AC WATER (LACWD)
ID 2304
8" GAS (SCG)
ID 1803

22.5kV Elect(SCE)
ID 2402

22.5kV Elect (SCE)
ID 2403

TELECOM (UNK)
ID 2305
18" STEEL WATER (LACWD)
ID 1308
8" STEEL WATER (LACWD)
ID 1810

TELECOM (FRONTIER)
ID 1607

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:10
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka025.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
25 R/W
R/W
R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
25 MA
T
C
H
L
INE
(U
-24
)
MA
T
C
H
L
INE
(U
-26
)
RAM
IREZ
ME
S
A
D
RIVE
235
4 2205
6 7
8 9
2210 1 2
3 4
2215
6 7
ROUTE 1
"LA 1"LINE
BU
ST
TSOP
S
D
D
DRY
YRD
Z
UM
I
REZ
D
R
- AL 1
ST
WH
SP A H
ASPH
ASPH
SP A H
L OO P
SP A H
SP A H
SP A H
ON C C
BU
BU
CONC
ON C C
WH
SOP T
TSOP
POST
SOP T
SOP T
C ON C
HPSA
HPSA
CONC
H SP A
CONC
CONC
DIKE
CONC
CONC
DIKE
UB
BU
UB
ASPH
CONC
CONC
D
I
KE
DIKE
D
I
KE
D
I
KE
D
I
KE
UB
TS
TS
TS
UB
GNV
DRY
FP
A
SP
H
CONC
LA -1
LA -1
2" GAS (SCG)
ID 2405
3" GAS (SCG)
ID 2406
18" STEEL WATER (LACWD)
ID 1308
12" STEEL WATER (LACWD)
ID 2303

22.5kV Elect (SCE)
ID 2407
8" DIP WATER (LACWD)
ID 2409
12" STEEL WATER (LACWD)
ID 2408
39 40
2" GAS (SCG)
ID 2404

22.5kV Elect (SCE)
ID 2401
12" STEEL WATER (LACWD)
ID 2410

TELECOM (FRONTIER)
ID 2513
3" GAS (SCG)
ID 2503
(FRONTIER)

TELECOM
ID 2510
12" WATER (LACWD)
ID 2507

TELECOM (FRONTIER)
ID 2514
Elect (SCE)

22.5kV
ID 2502
(LACWD)
12" DIP WATER
ID 2408
41 41.1
43 42

TELECOM (UNK)
ID 2516

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:11
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka026.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
26 MATCH
LINE
(U
-
25 )
MATCH
LINE
(U
-
27)
ROUTE 1 SB
ROUTE 1 NB
39 LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD
40 No.

29.7' L+ SR-1 CL 3093+33

29.7' L+ SR-1 CL 3093+60
R/W
R/W
R/W
R/W

4.00' 122.70'

4.00' 122.70'
OR CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
26 41
42 43 TELEPHONE (FRONTIER)

TEST HOLE

FIBER OPTIC (CROWN CASTLE)

46.5' R+ SR-1 CL 3094+02

37.0' R+ SR-1 CL 3094+18

39.5' R+ SR-1 CL 3094+10

41.1 46.5' R+ SR-1 CL 3094+02 TEST HOLE

TOP OF ENCASEMENT

22.5kV ELECTRIC (SCE)
2-2" PVC (UNKNOWN)

2.04'

3.26'

3.16'
124.76
123.64
123.54

1.76' 125.04
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
Z
UM
IREZ
D
R
IV
E
ZUMA
VIEW
PLACE
W
ROAD

ILDLIFE
236
27 ROUTE 1 SB
ROUTE 1 NB
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION
44 45
46 METHOD

TEST HOLE

TEST HOLE
47A TEST HOLE

29.9' L+ SR-1 CL 3102+35

30.2' L+ SR-1 CL 3102+86

29.9' L+ SR-1 CL 3106+51

29.9' L+ SR-1 CL 3106+99
R/W
R/W
48 49

29.4' L+ SR-1 CL 3110+33

29.7' L+ SR-1 CL 3110+91

TEST HOLE

2.86'

2.92'
152.54
154.28

3.00'

3.04'

2.76'

2.96'
138.30
139.46
145.34
146.34
R/W
R/W
27 OR CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
MATCH
LINE
(U
-
2 6
)
MAT
CH
L
INE
(U
-
2 8
)
ZUMA
MESA
DRIVE
8 9
2220 1 2 3
4 2225
6 7
8 9
2230
1 ROUTE 1
"LA 1"LINE
GNV
GNV
GNV
BRUSH
GNV
BRUSH
BRUSH
BRUSH
BRUSH

ASPH BRUSH
ASPH
ASPH
D
I
RT
D
I
RT
DIRT
CONC
CONC
PIPE
FP

DENSE TREES
CONC
LA -1
LA -1
LA -1
LA -1
48 49
ID 2501
ID 2512
ID 2509
ID 2511

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2515
45 44
46 47A

TELECOM (FRONTIER)
ID 2508
3" GAS (SCG)
ID 2504
18" STEEL WATER (LACWD)
ID 1308
8" CI WATER (LACWD)
ID 2506
8" GAS (SCG)
ID 1803
2" GAS (SCG)
ID 2505

TELECOM (UNK)
ID 2615
48 49
SCE POLE #1596625E
ID 2717
SCE POLE #16388Y
ID 2717

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:11
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka027.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
237
2 3
4 2235
6 7
8 9
2240 1
2 3
4 2245
ROUTE 1
"LA 1"LINE
ASPH
SOP T
SOP T
BU
ASPH
ON C C
ON C C
P
S
A
S
P
H
A
SPH
HPSA
SOP T
BU
1 - AL
H SP A
HPSA
SOP
PT
TSO
SP A H
SP A H
ASPH
ASPH
A
SP
H
ASPH
ASPH
A
SP
H
ASPH
GNV
GNV
GNV
GNV
T
S
T
T
S
S
CONC
ASPH
CC
TS
LA -1
LA -1
2" GAS (SCG)
ID 2604
2" GAS (SCG)
ID 2605
18" STEEL WATER (LACWD)
ID 1308
12" STEEL WATER (LACWD)
ID 2606
12" STEEL WATER (LACWD)
ID 2501
ID 2610
ID 2509
ID 2512 TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
ID 2511
8" GAS (SCG)
ID 1803
Abn 6" STEEL WATER (LACWD)
ID 2607
8" CI WATER (LACWD)
ID 2506
12" STEEL WATER (LACWD)
ID 2608

TELECOM (FRONTIER)
ID 2515
750V Elect (SCE)
ID 2601
12" AC WATER (LACWD)
ID 2611
51 53
52A
52 52A.1

TELECOM (MCI)
ID 2612

FIBER OPTIC (CROWN CASTLE)
ID 2613

22.5kV Elect (SCE)
ID 2609
(FRONTIER)

TELECOM
ID 2614
79 ID 2602
ID 2603 TELECOM (UNK)

22.5kV Elect (SCE)

JOINT OH
50 50.1
14" AC WATER (LACWD)
ID 2708

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:12
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka028.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
28 POSITIVE LOCATION INFORMATION
No. LOCATION DEPTH ELEVATION
50 51
52 52A

37.7' R+ SR-1 CL 3113+15

36.1' R+ SR-1 CL 3114+44

47.2' R+ SR-1 CL 3113+15

47.6' R+ SR-1 CL 3113+10
53 43.5' R+ SR-1 CL 3114+39
52A.1 47.6' R+ SR-1 CL 3113+10

TELEPHONE (FRONTIER)

DESCRIPTION METHOD

TEST HOLE

TELEPHONE (MCI) TEST HOLE

FIBER OPTIC (CROWN CASTLE)
R/W
R/W
R/W
79 TEST HOLE

50.1 37.7' R+ SR-1 CL 3113+15 TEST HOLE

TOP OF ENCASMENT

TELEPHONE (FRONTIER)

48.0' R+ SR-1 CL 3114+60

TOP OF ENCASEMENT
750V ELECT (SCE)
164.40
163.66
162.98
163.74
164.50

4.20' 160.60

4.10'

0.50'

1.16'

1.24'

5.32'

3.26'

3.94' 160.86
166.08
R/W
ROUTE 1 NB
ROUTE 1 SB
28 CONDUIT, UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
8" STEEL WATER (LACWD)
2-4" PVC TELECOM (UNKNOWN)
8" STEEL WATER (LACWD)
MAT
CH
L
INE
(U
-
27 )
MATCH
LINE
S
ta
(U
-
29 )

PORTSHEAD
ROAD

KANAN DU
M
E
ROAD

CAVALLERI
ROAD
238
54 No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD

TEST HOLE
55 57
58 TEST HOLE

41.9' L+ SR-1 CL 3132+30

50.8' L+ SR-1 CL 3132+66

29.4' R+ SR-1 CL 3133+14

28.8' R+ SR-1 CL 3133+95
R/W

55.1 50.8' L+ SR-1 CL 3132+66 TEST HOLE
R/W
ROUTE 1 SB
ROUTE 1 NB

3.62'

3.72'

3.38'

3.36'

3.26'
196.48
195.68
196.14
195.02
192.34
29 R/W
R/W
CONDUIT, UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
29 4" STEEL GAS (SCG)
4" STEEL GAS (SCG)
4" STEEL GAS (SCG)
8" STEEL GAS (SCG)
8" STEEL GAS (SCG)
MATCH
LINE
(U28)
MATCH
LINE
(U
-
30)

TEST HOLE

22.5kV ELECT (SCE)

TELECOM (FRONTIER)
155 18" STEEL WATER (LACWD)
156

TEST HOLE

TELECOM (FRONTIER)
157
154
153

HEATHERCLIFF
ROAD

TEST HOLE

TELECOM (FRONTIER)
212
213 TEST HOLE
18" STEEL WATER (LACWD)
214 TELECOM (FRONTIER) TEST HOLE
6 7
8 9
2250
1 2
3 4
2255
6 7
8 9
ROUTE 1
"LA 1"LINE
TSOP
CNOC
TSOP
ON C C
C ON C
SP A H
C ON C
TSOP
T
TSOP
ST
ASPH
SP A H
C ON C
ST
ST
TE GA
BU
ASPH
ASPH
ST
ST
1 - AL
SP A H
SP A H
H SP A
H SP A
B
ASPH
CONC
ASPH
B
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
DIRT
ASPH
ASPH
CONC
CONC
GNV
LA -1
LA -1
8" GAS (SCG)
ID 2703
12" CASING (SCG)
8" GAS IN
ID 2702
8" STEEL WATER (LACWD)
ID 2714
14" STEEL WATER (LACWD)
ID 2705
6" CI WATER (LACWD)
ID 2706
ID 2501
ID 2509
ID 2512
ID 2511

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2712
8" CI WATER (LACWD)
ID 2506
18" STEEL WATER (LACWD)
ID 1308

22.5kV Elect (SCE)
ID 2609

TELECOM (FRONTIER)
ID 2710

TELECOM (FRONTIER)
ID 2711
8" GAS (SCG)
ID 1803
14" STEEL WATER (LACWD)
ID 2704
Abn 8" WATER (LACWD)
ID 2709
54 57
58 4" GAS (SCG)
ID 2701

22.5kV Elect (SCE)
ID 2913

TELECOM (FRONTIER)
ID 2713
4" GAS (SCG)
ID 2715

TELECOM (FRONTIER)
ID 2515

55.1 55

TELECOM (UNKNOWN)
ID 2716

TELECOM (UNK)
ID 2809
6" STEEL WATER (LACWD)
ID 2806

SCE VAULT
ID 2912

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:12
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka029.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
156
157
155
154
153
214
212
213
239
30 30
ROUTE 1 NB
ROUTE 1 SB
R/W
R/W
R/W
R/W
MATCH
LINE
(U
-
3 1
)
MA
T
C
H
L
IN
E
(U
-29
)

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:13
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka030.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
2260
1 2
3 4
2265
6 7
8 9
2270
1 2
3 ROUTE 1
"LA 1"LINE
ASPH
ASPH
CONC
CONC
CONC
A
SPH
GNV
GNV
GNV
GNV
GNV
GNV
ASPH
ASPH
ASPH
CONC
GNV
LA -1
LA -1
8" GAS (SCG)
ID 2703
ID 2801
ID 2814
ID 2812
ID 2802
ID 2509
8" GAS (SCG)
ID 2804
18"STEEL WATER (LACWD)
ID 1308
ID 2512
ID 2509
ID 2511

TELECOM (FRONTIER)
ID 2515

TELECOM (CHARTER)

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

JOINT OH

FIBER OPTIC (CROWN CASTLE)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH

TELECOM (FRONTIER)

22.5kV Elect(SCE)

JOINT OH
ID 2813
ID 2811
ID 2808
1" GAS (SCG)
ID 2805

TELECOM (FRONTIER)
ID 2810

FIBER OPTIC (CROWN CASTLE)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH

22.5kV Elect(SCE)
ID 2803
STA 3151+17

TELECOM (UNK)
ID 2815

22.5kV Elect(SCE)
ID 2901
240
31 No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE
METHOD
91 TOP OF ENCASEMENT

34.6'RtSR-1 CL 3163+64 2.66' 29.37 18"STEEL WATER (LACWD) R/W
R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
OR CONDUIT, UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
31 R/W
MATCH
LINE
(U
-
30)
MATCH
LINE
(U32)

BONSALL
DRIVE

WESTWARD BEACH ROAD
BUSCH
DRIVE

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:14
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka031.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
4 2275
6 7
8 9
2280 1
2 3
4 2285
6 7
ROUTE 1
"LA 1"LINE
POST
UB
CONC
PSA H
A
SP
H
ASPH
A
S
P
H
CONC
HPSA
VC
C ON C
TS
UB
UB
ASPH
H SP A
H SP A
POOL
TS
POST
P
O
S
T
POST
POST
TS
TS
UB
ON C C
ON C C
PIP E
AL -1
1 - AL
AMUZ

SS E CC A
DR
ASPH
SP A H
H SP A
UB
SP
SP
WESTWARD BEACH RD.

ASPH
ASPH
ASPH
WESTWARD BEACH RD.

ASPH
ASPH
ASPH
ASPH
ASPH
GNV
GNV
GNV
LA -1
LA -1
LA -1
LA -1
2"GAS (SCG)
ID 3002
4"ClWATER (LACWD)
ID 2907
12"STEEL WATER (LACWD)
ID 3007
10"STEEL WATER (LACWD)
ID 3006
ID 3001
ID 3010 TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH
18"STEEL WATER (LACWD)
ID 1308
ID 2801
ID 2814
ID 2812
ID 2902
ID 2909
8"STEEL WATER (LACWD)
ID 2908
12"STEEL WATER (LACWD)
ID 2905
12"IN 20"CASING WATER (LACWD)
ID 2906

FIBER OPTIC (CROWN CASTLE)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2515
2" GAS (SCG)
ID 2903
4"ClWATER (LACWD)
ID 2907
18"STEEL WATER (LACWD)
ID 1308
91 TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect(SCE)

JOINT OH
2" GAS (SCG)
ID 2904

TELECOM (UNK)
ID 2911

TELECOM (FRONTIER)
ID 3008
SCE POLE #15135513
ID 3103
241
32 ROUTE 1 SB
R/W
R/W
R/W
R/W
32 MATCH
LINE
(U33)
MATCH
LINE
(U
-
31 )
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD
160 TELECOM (FRONTIER) TEST HOLE
12" STEEL WATER (LACWD)
158
159
2" GAS (SCG)

ZUMA ACCESS ROAD

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:14
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka032.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
8 9
2290
1 2 3 4
2295
6 7
8 9
2300
1 ROUTE 1
"LA 1"LINE
ASPH
SOP T
H SP A
ASPH
C ON C
BU
ST
SP A H
POST
TSOP
TSOP
TSOP
BU
C ON C
SP A H
C ON C
- AL 1
ASPH
H SP A
H SP A
ASPH
TS
TS
UB
ASPH
ASPH
ASPH
ASPH
2"GAS (SCG)
ID 3003
ID 2801
ID 3009
ID 2812
12"STEEL WATER (LACWD)
ID 3004
16"STEEL WATER (LACWD)
ID 3005

TELECOM (FRONTIER)
ID 2910
FIBER OPTIC (CROWN CASTLE) ID 2814

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH
18"STEEL WATER (LACWD)
ID 1308

TELECOM (UNK)
ID 3011
158
160
159
242
33 R/W
R/W
R/W
R/W
ROUTE 1 NB
ROUTE 1 SB
31 MATCH
L
INE
(U
-
32 )
MATCH
LINE
(U34)

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:15
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka033.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
2 3 4 2305
6 7
8 9
2310
1 2
3 4
2315
ROUTE 1
"LA 1"LINE
OP ST
OP ST
OP TS
FP
SP A H
ON C
SP A
C
H
SP A
H
SP A H
ON C C
ON C
C
ON C C
OO P
L
AL - 1
AL - 1
SP A H
OP ST
OP ST
FP
OP ST
OP TS
TAG E
TSOP
UB
UB
ASPH
ASPH
ASPH
ASPH
GNV
GNV
GNV
DIRT
CONC
ID 2801
ID 3009
ID 2812
16" STEEL WATER (LACWD)
ID 3005

TELECOM (FRONTIER)
ID 2910
ID 2814 FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
2" GAS (SCG)
ID 3101

TELECOM (FRONTIER)
ID 3102
243

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:16
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka034.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
6 7
8 9
2320
1 2
3 4
2325
6 7
8 9
2330
ROUTE 1
"LA 1"LINE
BU
BU
OP ST
TS
BU
OP TS
OP TS
SP A
H
WH
WH
WH
OP ST
OP ST
OP TS
BU
TS
TS
OP TS
BU
OP ST
OP ST
OP ST
BU
TS
ON C C
SP A H
SP A H
ON C C
ON C C
SP A
H
SP A
H
ON C C
ON C C
ON C C
CONC
ON C C
SP A
H
SP A
H
CON
C
CONC
ASPH
ON C C
BU
SP A H
CONC
P
OOL
C ON C
L OO P
CONC
L OO P
ON C
C
CONC
AL - 1
AL - 1
SP A H
SP A H
P
SOP T
OP TS
POST
OP ST
OP TS
BU
CU
YRD

RG AV LE
OP TS
SP A H
IB EK
AN L E
IB EK
AN L E
IB EK
AN L E
IB EK
AN L
SP A
E
H
SP A H
SP A H
SP A H
D
D
ID 2801
ID 2814
ID 3009
ID 2812
2" GAS (SCG)
ID 3203

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

WATER (LACWD)
12" STEEL
ID 3204

TELECOM (FRONTIER)
ID 2910
2" GAS (SCG)
ID 3101
2" GAS (SCG)
TELECOM (FRONTIER) ID 3202
ID 3102
STA 3196+89, SK=1°

TELECOM (FRONTIER)
ID 3205
STA 3202+57, SK=9°

22.5kV Elect (SCE)
ID 3201
STA 3210+52, SK=32°

TELECOM (FRONTIER)
ID 3207
STA 3203+07, SK=3°

TELECOM (FRONTIER)
ID 3206
16" STEEL WATER (LACWD)
ID 3005
34 R/W
R/W
R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
34 MATCH
LINE
(U33)
MATCH
LINE
(U35)

MORNING
VIEW
DRIVE

ZUMA BEACH ACCESS ROAD
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
244

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:16
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka035.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
1 2
3 4
2335
6 8
9 3220
1 2
3 4
3225
ROUTE 1
"LA 1"LINE
SOP T
OP ST
SOP T
SP A
H
ON C C
C ON C
LOOP
ON C
C
L OO P
H SP A
MUZ
B A
CAE
A H

E CC SS DR
TSOP
SOP T
EKIB
E AN L
AL -1
AL -1
SP A H
SP A H
SP A H

UNDER CONSTRUCTION

UNDER CONSTRUCTION
UB
UB
BRUSH
BRUSH
BRUSH
GNV
GNV
DENSE
DENSE
TREES
TREES
ASPH
ASPH
ASPH
ASPH
ASPH

BIKE LANE
ASP
H
ASPH
16" STEEL WATER (LACWD)
ID 3005

TELECOM (FRONTIER)
ID 2910

TELECOM (FRONTIER)
ID 3102
8" STEEL WATER (LACWD)
ID 3301
ID 2801
ID 3009
ID 2812

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 2814
35 R/W
R/W
R/W
R/W
ROUTE 1 SB
ROUTE 1 NB
35 MATCH
LINE
(U34)
MAT
C
H
L
INE
(U
-
36 )

ZUMA BEACH ROAD
245
R/W
R/W
R/W
R/W
36 36
MAT
C
H
L
INE
(U
-
35 )
MATCH
LINE
(U37)
6 7
8 9
3230
1 2
3 4
3235
6 7
8 9
ROUTE 1
"LA 1"LINE
UB
UB

BIKE LANE

BIKE LANE
UB
UB
D
I
RT
POOL
DIRT

DENSE TREES
GNV
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH

TELECOM (FRONTIER)
ID 3102
ID 2801
ID 3009
ID 2812
FIBER OPTIC (CROWN CASTLE) ID 2814

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
16" STEEL WATER (LACWD)
ID 3005
ID 3402
ID 3404
STA 3233+67, SK=0°

TELECOM (FRONTIER)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2910

22.5kV Elect (SCE)
ID 3401

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka036.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
246
R/W
R/W
R/W
R/W
37 R/W
37 MATCH
LINE
(U36)
MATCH
LINE
(U
-
38 )
3240
1 2
3 4
3245
6 7
8 9
3250
1 2
3 ROUTE 1
"LA 1"LINE
UB
S
T
A
I
R
S

DENSE TREES

DENSE TREES
GNV
UB
UB

DENSE TREES
GNV
DRY

STAIRS STAIRS
STAIRS
DECK
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
6" GAS (SCG)
ID 3503
ID 3501
ID 3510
ID 2801
ID 2814
ID 3009
ID 2812
10" STEEL WATER (LACWD)
ID 3504
16" STEEL WATER (LACWD)
ID 3005
(SCG)
10" CASING
6" GAS IN
ID 3502

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
2" GAS (SCG)
ID 3403

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)
ID 3509

TELECOM (FRONTIER)
ID 3102
STA 3247+12, SK=2°

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka037.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
247
4 3255
6 7
8 9
3260
1 2
3 4
3265
6 7
ROUTE 1
"LA 1"LINE
BU
BU
C
ONC
OP ST
POST
TS
TS
BU
CONC
A
SPH
CONC
ON C C
OP ST
TS
TS
TS
PSA H
OAD BR
HCAEB
DR
C ON C
SP A H
T
RAMP
GATE
OP ST
SP A
H
POST
SP A H
ASPH
A
S
P
H
C
A
ONC
SP
H
A
S
P
H
ASPH
A
SP
H
C
A
ONC
SP
H
A
SP
H
ASPH
A
S
P
H
C
A
ONC
SP
H
A
S
P
H
DIRT
TS
TS
W/L
CONC
ASPH
ASPH
PIPE
PIPE
ROCK
STAIRS
UB
ASPH
ASPH
ASPH
BRUSH
Abn 4" Cl WATER (LACWD)
ID 3506
Abn 4" WATER (LACWD)
ID 3507
Abn 6" STEEL WATER (LACWD)
ID 3508
STA 3255+17, SK=0°

TELECOM (FRONTIER)
ID 3512
ID 2801
ID 3009
ID 2812
ID 2814
Abn 4" Cl WATER (LACWD)
ID 3506
12" STEEL WATER (LACWD)
ID 3603
12" STEEL WATER (LACWD)
ID 3604
16" STEEL WATER (LACWD)
ID 3609
6" STEEL WATER (LACWD)
ID 3605

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

TELECOM (FRONTIER)
ID 2910
10" CASING (SCG)
6" GAS IN
ID 3601
6" GAS (SCG)
ID 3503

TELECOM (FRONTIER)
ID 3511

22.5kV Elect (SCE)
ID 3612

FIBER OPTIC (CROWN CASTLE)
ID 3611
8" STEEL WATER (LACWD)
ID 3607
16" STEEL WATER (LACWD)
ID 3610
6" GAS (SCG)
ID 3615
12" STEEL WATER (LACWD)
ID 3606

TELECOM (FRONTIER)
ID 3513
ID 3617
ID 3619
ID 3618
ID 3620
STA 3258+56, SK=9°

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
STA 3265+01, SK=16°

22.5kV Elect (SCE)
ID 3608
STA 3267+30, SK=59°

FIBER OPTIC (CROWN CASTLE)
ID 3613

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka038.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
38 38
MATCH
LINE
(U
-
37)
MATCH
LINE
(U
-
39)
CANYON
ROAD
TRANCA
S

BROAD BEACH ROAD
248
8 9
3270
1 2
3 4
3275 6 7
8 9 3280 1
ROUTE 1
"LA 1"LINE
BU
ON C C
OP ST
TSOP
SP A H
BU
TS
OP ST
TSOP
H SP A
OAD BR
HCAEB
DR
1 - AL
1 - AL
H SP A
AL
1 -
AL
1 -
OP ST
TS
H SP A
BROAD BEACH RD.

ASPH
ASPH

CONC CONC
ASPH

ASPH CONC CONC
CONC
CONC
ASPH
A
S
P
H
A
S
P
H
A
S
P
H
C
ONC
C
ONC
A
SP
H
A
SP
H
A
SP
H
CONC
BROAD BEACH RD.

ASPH
ASPH

CONC CONC
ASPH

ASPH CONC CONC
CONC
CONC
ASPH
A
SP
H
A
SP
H
A
SP
H
C
ONC
C
ONC
A
SP
H
A
SP
H
A
SP
H
CONC
BROAD BEACH RD.

ASPH
ASPH

CONC CONC
ASPH

ASPH CONC CONC
CONC
CONC
ASPH
A
S
P
H
A
S
P
H
A
S
P
H
C
ONC
C
ONC
A
SP
H
A
SP
H
A
SP
H
CONC

TELECOM (FRONTIER)
ID 2910
ID 3614
ID 3616 TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

JOINT OH
6" GAS (SCG)
ID 3615
12" STEEL WATER (LACWD)
ID 3606
16" STEEL WATER (LACWD)
ID 3602

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka039.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
39 39
MATCH
LINE
(U
-
38)
MA
T
C
H
L
IN
E
(U
-40
)
249
2 3 4 3285 6 7
8 9 3290 1 2
3 4
3295
ROUTE 1
TSOP
"LA 1"LINE
H SP A
H SP A
H SP A
H SP A
ASPH
DIRT
ASPH
DIRT
ASPH
DIRT
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
DIRT
DIRT
VEN-1
VEN-1
VEN-1
VEN-1
16" STEEL WATER (LACWD)
ID 3602
ID 3808
TELECOM (FRONTIER) ID 3613
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

JOINT OH

22.5 kV Elect (SCE)
ID 3802
6" GAS (SCG)
ID 3615
61 62
12" STEEL WATER (LACWD)
ID 3606

22.5 kV Elect (SCE)
ID 3801
12" STEEL WATER IN 24" CASING (LACWD)
ID 3806
2" GAS (SCG)
ID 3805

FIBER OPTIC (CROWN CASTLE)
ID 3807
STA 3293+37, SK=0°

22.5 kV Elect (SCE)
ID 3803
60 60.1

61.1 62.1 62.2
8" CASING SCG)
4" GAS IN
ID 3804

FIBER OPTIC (CROWN CASTLE)
ID 3614

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka040.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE
METHOD

TEST HOLE
60 61
62 TEST HOLE

69.82 68.20

66.90 39.0' L+ SR-1 CL 3292+07

38.7' L+ SR-1 CL 3292+09

29.4' L+ SR-1 CL 3292+07

3.88'

5.40'

7.00'

60.1 39.0' L+ SR-1 CL 3292+07 4.86' 68.84 TEST HOLE

38.7' L+ SR-1 CL 3292+09 2.46' 71.14 TEST HOLE

61.1 TOP OF ENCASEMENT

ELECTRIC (SCE)

29.4' L+ SR-1 CL 3292+07 3.42' 70.48 TEST HOLE

62.1 62.2 29.4' L+ SR-1 CL 3292+07 5.10' 68.80 8" STEEL (UNKNOWN) TEST HOLE 8" STEEL (UNKNOWN)
R/W
R/W
R/W
R/W
40 40
CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR

ELECTRIC (SCE)

22.5kV PVC
8" STEEL (UNKNOWN)
4" STEEL GAS (SCG)
(LACWD)
12" CONCRETE WATER
MA
T
C
H
L
IN
E
(U
-39
)
MATCH
L
INE
(U
-
41 )
LUNITA
ROAD

BROAD BEACH ROAD
250
6 7
8 9
3300 1 2 3 4 3305
6 7
8 9
ROUTE 1
"LA 1"LINE
A
SP
H
ASPH
A
SP
H
ASPH
C ON C
SOP T
TSOP
SOP T
SOP T
SOP T
SOP T
SOP T
TSOP
SOP T
SOP T
OO P L
ON C C
KCED
C ON C
C
ONC
SOP T
RID T
KCED
KCED
D
D
D
D
D
D
SOP T
SOP T
TSOP
C ON C
H SP A
H SP A
- AL 1
- AL 1
C ON C
H SP A
1 - AL
H SP A
1 - AL
H SP A
H SP A
H SP A
H SP A
C ON C
H SP A
BU
BU
BU
BU
DRY
ID 3808
ID 3613

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

JOINT OH
83 84A
ID 3901
ID 3904
ID 3905
16" STEEL WATER (LACWD)
ID 3602
SCE POLE #4080812E
STA 3308+02, SK=4°

TELECOM (FRONTIER)

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka041.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION METHOD

TEST HOLE

TEST HOLE
83 84A

4.24'

4.41'
16" WATER (LACWD)
16" WATER (LACWD)

29.6' L+ SR-1 CL 3298+39 72.85

28.8' L+ SR-1 CL 3301+53 74.35
R/W
R/W
R/W
R/W
41 41
CONDUIT,UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
MATCH
L
INE
(U
-
40 )
MAT
CH
L
INE
(U
-
42 )

BROAD BEACH ROAD
251
3310
1 2
3 4
3315
6 7
8 9
3320
1 2 3
ROUTE 1
"LA 1"LINE
DIRT
LA
HERMAN
RD.

DIRT
DIRT
LA
HERMAN
RD.

DIRT
GNV
ASPH
ASPH
ASPH
ASPH
UB
ASPH
PIPE
VEN-1
VEN-1
SOP T
H SP A
TRID
ASPH
H SP A
CONC
TSOP
SOP T
SP A H
CONC

C ON C C ON C
C ON C
C ON C
SOP T - AL 1
EH AL

AN RR DR
LOO
S
H
EN
RD

B OAD BR

DR HCAE
H SP A
CNOC
H SP A - AL 1
H SP A
H SP A
C ON C
H SP A
H SP A
H SP A
H SP A
BU
BU
6"GAS (SCG)
ID 3615
12"STEEL WATER (LACWD)
ID 3606
ID 3808
FIBER OPTIC (CROWN CASTLE)ID 3613

TELECOM (FRONTIER)

JOINT OH

TELECOM (FRONTIER)
ID 2910
8" STEEL WATER (LACWD)
ID 3903
8"STEEL WATER IN 14"CASING (LACWD)
ID 4001
5" WATER (LACWD)
ID 3902
5" WATER (LACWD)
ID 4005
16"STEEL WATER (LACWD)
ID 3602

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka042.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
42 42 61
MAT
CH
L
INE
(U
-
41 )
M
A
T
C
H
L
IN
E
(U
-43
)
252
4 3325 6
7 8
9 3330
1 2
3 4
3335
6 7
ROUTE 1
"LA 1"LINE
DIRT
A
S
PH

UNDER CONSTRUCTION
GNV
GNV
GNV
GNV
ASPH
ASPH
CON
C
CONC
POOL
GNV
GNV
CONC
CONC
ASPH
CONC
CONC
CONC
ASPH
ASPH
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
12"STEEL WATER (LACWD)
ID 4003
16"STEEL WATER (LACWD)
ID 3602
6"STEEL WATER (LACWD)
ID 4002
ID 4006
ID 3808
ID 3613

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

22.5kV Elect(SCE)

JOINT OH
12"STEEL WATER (LACWD)
ID 4004
6"GAS (SCG)
ID 3615
STA 3325+51, SK=0°

22.5kV Elect(SCE)
ID 4008
STA 3325+42, SK=15°

TELECOM (CHARTER)
ID 4007
ID 4115
ID 4111
ID 4113
ID 4114
STA 3332+51, SK=51°

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka043.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
43 43 61
R/W
R/W
R/W
R/W
M
A
T
C
H
L
IN
E
(U
-42
)
MATCH
LINE
(U
-
44)
253
8 9
3340
1 2
3 4
3345
6 7
8 9
3350 1
ROUTE 1
"LA 1"LINE
GNV
CONC
CONC
CONC
CONC
CONC
POOL
D
PALM
PALMS
S

DENSE TREES AND BRUSH
GNV
GNV
GNV
GNV
ASPH
ASPH
DIKE

DENSE TREES

DENSE TREES
GNV
GNV
GNV
GNV
GNV
ASPH
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
ID 4101
ID 4109
ID 4110
16"STEEL WATER (LACWD)
ID 3602
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH
8" STEEL WATER (LACWD)
ID 4106
6" STEEL WATER (LACWD)
ID 4105

TELECOM (FRONTIER)
ID 2910
3"GAS (SCG)
ID 4104
6"GAS (SCG)
ID 4108

TELECOM (FRONTIER)
ID 4120
ID 4102
ID 4121
STA 3337+69, SK=9°

TELECOM (CHARTER)
ID 4116
STA 3337+93, SK=21°
Elect(SCE)
ID 4117
STA 3339+34, SK=0°

TELECOM CHARTER)
ID 4118
STA 3339+68, SK=38°
Elect(SCE)
ID 4119
STA 3346+11, SK=23°

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH
STA 3347+58, SK=27°

TELECOM (FRONTIER)
ID 4122
ID 4101
ID 4109
ID 4112
ID 4110

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect(SCE)

JOINT OH
6" AC WATER (LACWD)
ID 4107
9"TUBE (LACWD)
6"STEEL WATER IN
ID 4201
ID 4203
ID 4203
STA 3349+46, SK=14°

TELECOM (FRONTIER)

TELECOM (CHARTER)

JOINT OH
STA 3350+85,SK=12°
Elect(SCE)
ID 4205
3"GAS (SCG)
ID 4103
6"STEEL WATER (LACWD)
ID 4002

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:17
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka044.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
44 44 61
R/W
MATCH
LINE
(U
-
43 )
M
A
T
C
H
L
IN
E
(U
-45
)
BROAD
BEACH
ROAD
254
2 3 4 3355 6 7 8 9 3360
1 2
3 4
3365
ROUTE 1
"LA 1"LINE
D
E
C
K

DENSE TREES
GNV
GNV
POOL

SCATTERED BRUSH
BRUSH
BRUSH
ASPH
ASPH
GNV
GNV
GNV
GNV
GNV
ASPH
ASPH
CONC
ASPH
ASPH
DIKE
DIKE
DIKE
DIKE
DIKE
BRUSH
BRUSH
VEN-1
VEN-1
VEN-1
VEN-1
ID 4101
ID 4109
ID 4112
ID 4110

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
6" AC WATER (LACWD)
ID 4107
6" GAS (SCG)
ID 4108
4" Cl WATER (LACWD)
ID 4202
16" STEEL WATER (LACWD)
ID 3602

TELECOM (FRONTIER)
ID 2910
ID 4206
ID 4207
ID 4208
ID 4209
ID 4210
ID 4211
STA 3356+56, SK=10°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
STA 3360+81, SK=1°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka045.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
45 45 61
MAT
CH
L
INE
(U
-
46 )
MAT
C
H
L
INE
(U
-
44 )
255
6 7
8 9
3370
1 2
3 4
3375
6 7
8 9
ROUTE 1
"LA 1"LINE
GNV
GNV
GNV
GNV
GNV
GNV
CONC
CONC
ASPH
ASP
H
ASPH
ASPH
BRUSH
ASPH
ASPH
ASP
H
A
SPH
BRUSH
BRUSH
DIKE
DIKE
DIKE
STAIRS
STAIRS
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
EL
MATADO
R
B
EACH
RD
2" GAS (SCG)
ID 4303
12" STEEL WATER (LACWD)
ID 4304
ID 4101
ID 4110
ID 4109
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

22.5kV Elect (SCE)
ID 4302

TELECOM (FRONTIER)
ID 2910
16" STEEL WATER (LACWD)
ID 3602
4" Cl WATER (LACWD)
ID 4202
6" GAS (SCG)
ID 4108
8" STEEL WATER (LACWD)
ID 4305
8" STEEL WATER (LACWD)
ID 4306
ID 4301
ID 4307
STA 3376+56, SK=5°

TELECOM (UNK)
ID 4308
STA 3370+38, SK=34°

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTT
E
D =>
DA
T
E
P
L
O
TTE
D =>
15:18
10 -
A
P
R
-20
2 5
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka046.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
46 46 61
MAT
CH
L
INE
(U
-
47 )
MAT
CH
L
INE
(U
-
4 5
)
256
3380
1 2
3 4
3385
6 7
8 9 3390 1 2 3
ROUTE 1
"LA 1"LINE
BRUSH
BRUSH
BRUSH

SCATTERED
ASPH
CONC
ASPH
ASPH
GNV
GNV
GNV
CONC
ASP
H

SCATTERED
BRUSH
GATE
ASPH
CONC
CONC
GNV
GNV
GNV
GNV
CONC
CON
C
CONC
GNV

DENSE TREES

DENSE TREES
FP
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
DIKE
DIKE
12" STEEL WATER (LACWD)
ID 4304
ID 4101
ID 4110
ID 4109
ID 4112

22.5kV Elect (SCE)
ID 4401

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
20" CASING (LACWD)
12" STEEL WATER IN
ID 4402
4" Cl WATER (LACWD)
ID 4202

WATER (LACWD)
16" STEEL
ID 3602
6" GAS (SCG)
ID 4108
63 64
ID 4404
ID 4403
STA 3387+67, SK=43°

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka047.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
63 No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION

TEST HOLE

TEST HOLE
METHOD
64 39.5' L+ SR-1 CL 3384+21

40.1' L+ SR-1 CL 3385+02
R/W
R/W
R/W
R/W
47 47 61
CONDUIT, UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
178.14
175.76

3.56'

3.64'
6" STEEL GAS (SCG)
6" STEEL GAS (SCG)
MAT
CH
L
INE
(U
-
46 )
M
A
T
C
H
L
IN
E
(U
-48
)
257
4 3395 6 7 8 9 3400 1 2 3 4 3405 6 7
ROUTE 1
"LA 1"LINE
ASPH
GATE
UB
ASPH
ASPH
CONC
CONC
CON
D
C
IRT
CONC
GNV
GNV

GNV BRUSH
GNV
GNV
BRUSH
D
I
RT
POOL
CON
CON
C
C
CONC
TENNIS
CONC
C
ONC
CONC
VEN-1
VEN-1
VEN-1
VEN-1

ENCINAL
CANYON
RD
DIKE
DIKE
DIKE
DIKE
D
I
R
T
TRID
TSOP
EKID
H SP A
1 - AL
LA
P
I
EDRA
1 - AL
BEACH
RD
EKID
H SP A
6" GAS (SCG)
ID 4108
ID 4101
ID 4110
ID 4109
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
12" STEEL WATER (LACWD)
ID 4304

TELECOM (FRONTIER)
ID 2910
12" STEEL WATER (LACWD)
ID 4505
4" Cl WATER (LACWD)
ID 4202
14" STEEL WATER (LACWD)
16" STEEL WATER (LACWD) ID 4503
ID 3602
4" GAS IN 8" CASING (SCG)
ID 4502
ID 4501
ID 4506
ID 4507
STA 3397+04, SK=27°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

IN CASING (LACWD)
Abn 4" STEEL WATER
ID 4504

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka048.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
NOTES:

R/W
R/W
R/W
R/W
48 48 61
ENCINAL CANYON Rd
MA
T
C
H
L
IN
E
(U
-49
)
MA
T
C
H
L
IN
E
(U
-47
)
258
8 9 3410 1 2 3 4 3415 6 7 8 9 3420 1
ROUTE 1
"LA 1"LINE
ASPH
CONC
D
I
RT
DIRT
ASPH
ASPH
CONC
D
I
RT
DIRT
ASPH
TSOP
CONC
CON
C
CONC
TSOP
TSOP
ASPH
ASPH
ASPH
POST
1 - AL
ASPH
1 - AL
EKID
EKID
1 - AL
ASPH
ASPH
CV
BU
BU

VLUC BU
14" STEEL WATER (LACWD)
ID 4503
ID 4101
ID 4110
ID 4112
ID 4109

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
4" Cl WATER (LACWD)
ID 4202
6" GAS (SCG)
ID 4108
ID 4601
ID 4602
ID 4603
ID 4604
STA 3408+08, SK=31°

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka049.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
49 49 61
CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
M
A
T
C
H
L
IN
E
(U
-
4 8
)
M
A
T
C
H
L
IN
E
(U
-50
)

BEACH ROAD

EL PESCADOR
259
R/W
R/W
R/W
R/W
50 50 61
M
A
T
C
H
L
IN
E
(U
-49
)
M
A
T
C
H
L
IN
E
(U
-
5 1
)

DECKER ROAD
2 3 4 3425 6 7 8 9 3430 1 2 3 4 3435
ROUTE 1
"LA 1"LINE
CONC
ASPH
ASPH

GNV GNV
GNV
GNV
ASPH
ASPH
ASPH
CONC
CON
C
CONC
C
ONC

CONC CONC
C
ONC
GNV
GNV
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-23
CONC
ID 4101
ID 4110
ID 4112
ID 4109

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
6"GAS (SCG)
ID 4108
14"STEEL WATER (LACWD)
ID 4503
4"ClWATER (LACWD)
ID 4202
12"STEEL WATER (LACWD)
ID 4703
6"STEEL WATER (LACWD)
ID 4704

TELECOM (FRONTIER)
ID 2910
ID 4702
STA 3425+78, SK=14°

22.5kV Elect (SCE)
ID 4701
ID 4705
ID 4706
STA 3431+86, SK=0°

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka050.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
260
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9
ROUTE 1
"LA 1"LINE
ASP
H
ASP
H
CONC
GNV
GNV
GNV
GNV

GNV GNV

SCATTERED BRUSH
SP SP
GNV
ASPH
ASPH
DIKE
GNV
CONC
GNV
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
4" Cl WATER (LACWD)
ID 4202
6" GAS (SCG)
ID 4108
14" STEEL WATER (LACWD)
ID 4503

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 4101
ID 4109
ID 4112
ID 4110
STA 3444+71, SK=20°

TELECOM (UNK)
ID 4804
2" STEEL WATER (LACWD)
ID 4802

TELECOM (FRONTIER)
ID 2910
STA 3443+95, SK=28°

22.5kV Elect (SCE)
ID 4801

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka051.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
51 51 61
M
A
T
C
H
L
IN
E
(U
-50
)
M
A
T
C
H
L
IN
E
(U
-52
)
261
3450 1 2 3 4 3455 6 7 8 9 3460 1 2 3
ROUTE 1
"LA 1"LINE
ASPH
ASPH
ASPH
DIRT
GNV
GNV
GNV
CONC
GNV
ASPH
ASP
H
ASPH
ASPH
ASPH
ASPH
ASPH

GNV GNV
ASPH
ASPH
ASPH
ASPH
CON
C
CONC
D
STEPS
ASPH
DIKE
DIKE
DIKE
DIKE
DIKE
DIKE
VEN-1
VEN-1
VEN-1
VEN-1
HPSA
CONC
C ON C
CONC
ID
EKID
EK
1 - AL
ASPH
ASPH
ID 4101
ID 4110
ID 4109
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
14" STEEL WATER (LACWD)
ID 4503
6" GAS (SCG)
ID 4108
ID 4913
ID 4903
STA 3461+10, SK=5°

TELECOM (FRONTIER)

22.5kV Elect (SCE)

JOINT OH
STA 3459+20, SK=0°

TELECOM (CHARTER)
ID 4912

TELECOM (FRONTIER)
ID 2910
2" STEEL WATER (LACWD)
ID 4802
STA 3457+07, SK=18°

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

FIBER OPTIC (CROWN CASTLE)
ID 4909
65 69 66
STA 3453+38, SK=32°

22.5kV Elect (SCE)
ID 4901
4" Cl WATER (LACWD)
ID 4202 2" STEEL WATER (LACWD)
ID 4803
STA 3452+58, SK=25°

TELECOM (UNK)
ID 4805
67 THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:18
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka052.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
No. LOCATION DEPTH ELEVATION
66 67
69 65

34.8'LtSR-1 CL 3456+20

35.2'LtSR-1 CL 3456+68

36.3'LtSR-1 CL 3463+40

32.2'LtSR-1 CL 3456+17
126.26
126.36
128.00
126.46

3.84'

3.54'

4.00'

3.64'

POSITIVE LOCATION INFORMATION

DESCRIPTION
14" WATER (LACWD)
METHOD

TEST HOLE

TEST HOLE
CONDUIT, UNLESS OTHERWISE STATED.

4.ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
52 61
52 R/W
R/W
6" STEEL GAS (SCG)
6" STEEL GAS (SCG)
6" STEEL GAS (SCG)
M
A
T
C
H
L
IN
E
(U
-51
)
M
A
T
C
H
L
IN
E
(U
-53
)
262
4 3465 6 7 8 9 3470 1 2 3 4 3475 6 7
ROUTE 1
"LA 1"LINE
GNV
GNV
GNV
D
I
RT
DIRT
DIRT
A
CONC
SPH
ASPH
CON
C
ASPH
ASPH
CON
C
CONC
ASPH
PIPE
GNV
GNV
GNV
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
SA
HP
CONC
CNOC
C
ONC
PD
T
ASPH
EKID
2" STEEL WATER (LACWD)
ID 5004

TELECOM (FRONTIER)
ID 2910
STA 3477+15, SK=0°

FIBER OPTIC (CROWN CASTLE)

22.5kV Elect (SCE)

JOINT OH
ID 5003
ID 5005
ID 4101
ID 4110
ID 4109
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
STA 3470+77, SK=6°

22.5kV Elect (SCE)
ID 5002
STA 3469+51, SK=10°

22.5kV Elect (SCE)
ID 5001
14" STEEL WATER (LACWD)
ID 4503
4" Cl WATER (LACWD)
ID 4907
8" GAS (SCG)
ID 4906
8" STEEL WATER (LACWD)
ID 4908
4" Cl WATER (LACWD)
ID 4910
2" GAS (SCG)
ID 4905
STA 3466+95, SK=0°

22.5kV Elect (SCE)
ID 4904
68 70

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3. EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED.EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2.THE UTILITY INFORMATION IS INCOMPLETE.ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:19
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka053.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
No. LOCATION

POSITIVE LOCATION INFORMATION

DEPTH ELEVATION DESCRIPTION METHOD

TEST HOLE
14" WATER (LACWD) TEST HOLE
68 70

36.5'LtSR-1 CL 3463+89

33.7'LtSR-1 CL 3463+91 128.20

3.74' 128.16

3.90'
CONDUIT,UNLESS OTHERWISE STATED.

4. ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR
R/W
53 53
R/W
6" STEEL GAS (SCG)
M
A
T
C
H
L
IN
E
(U
-54
)
M
A
T
C
H
L
IN
E
(U
-52
)
263
R/W
R/W
R/W
R/W
54 61
54 M
A
T
C
H
L
IN
E
(U
-53
)
MATCH
LINE
(U
-
55 )
N
IC
H
O
L
A
S
B
E
A
C
H
R
O
A
D
8 9 3480 1 2 3 4 3485 6 7
8 9
3490
1 ROUTE 1
"LA 1"LINE
CON
C
CON
C
CONC
ASPH
ASPH
ASPH
GNV
BRUSH
UB
ASPH
ASPH
A
S
P
H
A
SPH
UB
DIKE
DIKE
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
ID 4101
ID 4110
ID 4109
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH

WATER (LACWD)
10" STEEL
ID 5103
STA 3487+10, SK=27°

22.5kV Elect (SCE)
ID 5101
STA 3488+81, SK=7°

22.5kV Elect (SCE)
ID 5102
(SCE)

22.5kV Elect
ID 5108
2" CI WATER (LACWD)
ID 5104
12" STEEL WATER (LACWD)
ID 5106

TELECOM (FRONTIER)
ID 2910
14" STEEL WATER (LACWD)
ID 4503
4" Cl WATER (LACWD)
ID 4907
8" GAS (SCG)
ID 4906

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:19
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka054.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
264
2 3
4 3495
6 7
8 9
3500
1 2
3 4
3505
ROUTE 1
"LA 1"LINE
TSOP
OP TS
H SP A
H SP A
A
SPH
C
ONC
H SP A
SP A H
DIKE
DIKE
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
VEN-1
ID 4101
ID 4110
ID 4109
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
14" STEEL WATER (LACWD)
ID 4503
4" Cl WATER (LACWD)
ID 4907

FIBER OPTIC (CROWN CASTLE)
ID 5203
24" CASING (LACWD)
16" STEEL WATER IN
ID 5105
16" STEEL WATER (LACWD)
ID 5107
12" STEEL WATER (LACWD)
ID 5106

TELECOM (FRONTIER)
ID 2910

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:19
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka055.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
55 61
55 MATCH
LINE
(U
-
5 6)
MATCH
LINE
(U
-
54)
265
6 7
8 9
3510
1 2
3 4
3515
6 7
8 9
ROUTE 1
"LA 1"LINE
H SP A
TSOP
OP TS
SOP T
CONC
CONC
AL
1 -
AL
1 -
AL
1 -
AL
1 -
H SP A
PSA H
PSA H
EKID
KID E
KID E
TE GA
SOP T
TSOP
DRY
SP A H
H SP A
FIBER OPTIC (CROWN CASTLE) ID 4112

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 4101
ID 4110
ID 4109
12"STEEL WATER (LACWD)
ID 5301
14"STEEL WATER (LACWD)
ID 4503
12" STEEL WATER (LACWD)
ID 5106

22.5kV Elect (SCE)
ID 5201

22.5kV Elect(SCE)
ID 5202

TELECOM (FRONTIER)
ID 2910
STA 3506+17, SK=11°

TELECOM (UNK)
ID 5204

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:19
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka056.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
56 61
56 MATCH
LINE
(U
-
55 )
MA
T
C
H
L
IN
E
(U
-57
)
266
3520
1 2
3 4 3525 6 7 8 ROUTE 1 9 3530 1 2
3 "LA 1"LINE
EKID
SP A H
1 - AL
1 - AL
1 - AL
1 - AL
H SP A
H SP A
DIKE
EKID
EKID
TSOP
H SP A
DIKE

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 4101
ID 4110
ID 4109
ID 4112
12" STEEL WATER (LACWD)
ID 5301

TELECOM (FRONTIER)
ID 2910

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:19
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka057.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
57 61
57 MATCH
LINE
(U
-
56)
MA
T
C
H
L
INE
(U
-58
)
267
4 3535
6 7
8 9
3540
1 2
3 4
3545
6 7
ROUTE
"L
1 A 1"LINE
KID E
KID E
ROCK
ASPH
HPSA
CNOC
AL
1 -
AL
1 -
BEACH
ACCESS
RD
PSA H
SP A H
H SP A
H SP A
DIRT
GATE
POST
TSOP
TSOP
DIRT
H SP A
EKID
KID E
SP A H
STAIRS

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 4110
ID 4101
ID 4109
ID 4112
12" STEEL WATER (LACWD)
ID 5301

TELECOM (FRONTIER)
ID 2910

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:20
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka058.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
NOTES:

R/W
R/W
R/W
R/W
58 61
58 MA
T
C
H
L
IN
E
(U
-57
)
MATCH
LINE
(U
-
59)
268
8 9
3550
1 2
3 4 3555
6 7
8 9
3560
1 ROUTE 1
"LA 1"LINE
D
I
KE
ASP
H
CV
CV
CV
CV
CV
H SP A
CONC
SP A H
SP A H
ON C C
CONC
D
I
RT
CV
CV
CV
CV
CV
TRAIL
DIRT
SA HP
1 - AL
1 - AL
AL
1 -
SP A H
SP A H
SP A H
ID EK
ID EK
EKID
DIKE
EKID
EKID
SP A H
D
TRAI
TE GA
L
TSOP
TSOP
BU
SP A H
SP A H
SP A H
ID 5501
ID 5503
STA 3554+65, SK=8°

22.5kV Elect (SCE)
ID 5502
STA 3552+77,SK=13°

TELECOM (FRONTIER)

22.5kV Elect(SCE)

JOINT OH

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
ID 4101
ID 4110
ID 4109
ID 4112

TELEPHONE (FRONTIER)
ID 2910

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:20
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka059.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
NOTES:

R/W
R/W
R/W
R/W
59 61
59 MATCH
LINE
(U
-
58 )
MATCH
LINE
(U60)
M
U

LHOLLAND
H
IGH
WAY

BEACH ACCESS ROAD

BEACH ACCESS ROAD
269
2 3
4 3565
6 7
8 9
3570
1 2
3 4
3575
ROUTE 1
"LA 1"LINE
HPSA
- AL 1
- AL 1
- AL 1
- AL 1
H SP A
EKID
TSOP
EKID
TSOP
VLUC
STAIRS
EKID
H SP A
ID 4101
ID 4110
ID 4109
ID 4112

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
12" STEEL WATER (LACWD)
ID 5301

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:20
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka060.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
60 60 61
M
A
T
C
H
L
IN
E
(U
-59
)
MATCH
LINE
(U
-
61 )
270
6 7 8 9 3580 1 2
ROUTE 1
ASPH
"LA 1"LINE
ASPH
P
I
P
E
ASPH
ASPH
DIRT
ASPH
VEN-1
VEN-1
YELLOW
HILL

MOTORWAY

POST POST
POST
VEN -1
POST
POST
POST
DIRT
ASPH
ASPH
ASPH
ASPH
DIKE
DIKE
ASPH
POST
DIKE
GATE
POST
POST
POST
PIPE
CULV
PIPE
ID 4101
ID 4110
ID 4109
ID 4112

TELECOM (FRONTIER)
ID 2910

FIBER OPTIC (CROWN CASTLE)

TELECOM (FRONTIER)

TELECOM (CHARTER)

22.5kV Elect (SCE)

JOINT OH
12" STEEL WATER (LACWD)
ID 5301

THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
07 LA 1 46.9/62.9
NOTES:

LOS ANGELES, CA 90017
SUITE 2300
777 S FIGUEROA STREET

HNTB CORPORATION
LOS ANGELES, CA 90012
100 S MAIN STREET
CALTRANS D7
61 S
U
L
P
IC
IO
D
E GU
Z
MAN
J
R.

C95210
09/30/25
12/23/24
UUTILITY PLAN
MAH
S
A
S
H
EYKH
S
OLTAN
S
TANLE
Y YU

SHEYKHSOLTAN
MAHSA
SCALE:1"= 50'
SHOWN WITHIN EXCAVATION WORK AREAS ONLY.

3.EXACT LOCATIONS OF HIGH PRIORITY UTILITIES IS
UNDERGROUND FACILITIES ARE NOT SHOWN.

BEEN POSITIVELY LOCATED. EXISTING STATE-OWNED

EXISTING HIGH PRIORITY UTILITIES HAVE NOT

2. THE UTILITY INFORMATION IS INCOMPLETE. ALL
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA,CONTACT
ROUTE
x
x
x
x
x
Dist COUNTY

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
00 -00
-00
S
T
ATE
O
F
C
A
L
IF
O
RN
IA
-
D
E
P
A
R
T
M
E
N
T
O
F
T
RANSP
O
R
T
A
T
ION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
T
IM
E
P
L
OTTE
D =>
DATE
P
L
OTTE
D =>
15:21
10 -
A
P
R
-2025
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
USERNAME => stan
DGN FILE => 0718000323ka061.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 1814 PROJECT NUMBER & PHASE 07180003231
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
BORDER LAST REVISED 7/2/2010
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
R/W
R/W
R/W
R/W
61 61 61
M
A
T
C
H
L
IN
E
(U
-60
)
271
272
WEBB
WAY
R/W
R/W
R/W
R/W
CIVIC CENTER Way
1 2 3 4 1885 6 7 8 9 1890 1 2 3 4 ROUTE 1
"PCH_47-50"Line
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
2-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
ST
TSOP
H SP A

CONC C ON C
WEBB
WAY
CV
H SP A
H SP A
ASPH
POST

ASPH TSOP CONC
CON
C
ON C C
ON C C
A
SP
H
H SP A
ASPH
ASPH
HPSA
ST
ST
ST
ST
ST
ST
ST
ST
ST
POST

OUN F NIAT
H SP A
LA - 1
LA - 1
ASP
H
TRID
C
O
N
C

TSOP POST
CV
CONC
TSOP
CV
TSOP
ASPH
T
BU
ASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
PO
ST
BU
BU
T
ASPH
LA - 1
ASPH
CU
TSOP
LA - 1
C ON C
ST
1 M
A
T
C
H
L
IN
E
S
t
a 1880
+50
M
A
T
C
H
L
IN
E
S
t
a 1894
+50
Temp CRASH CUSHION TL-3
Beg 10:1 TAPERBeg Temp BARRIER SYSTEM 9.48' Rt "PCH_47-50" 1887+51.06 END 10:1 TAPERTYPE P MARKERANGLE POINT14.56' Rt "PCH_47-50" 1887+91.51 TYPE P MARKERBeg TEMPORARY BARRIER SYSTEM 8.53' Lt "PCH_47-50" 1887+90.98 CU
TSOP
2 CHANNLIZERS AT 50' OC
11' 11' WORK AREA
25 1'
27B 8

SECTION A-A

SOUTHBOUND
11' 11'
25 1'
8 NORTHBOUND NO SCALE
"PCH 47-50" LINE
A
A
27B
25 8 27B
25 8 27B
CL

19.3' TO 15.0'
Var
Beg REMOVE STRIPINGBeg STRIPING Sta 1886+42.02
1' 1'
11'
11'
11'
11'
Exist EP
Exist EP
LEGEND:- WORK AREA
273
H SP A
AL -1
ON C C
WH
H SP A
SP A H
PSA H
C ON C
BU
1 - AL C ON C
C ON C
H SP A
C ON C
HPSA
C ON C
HPSA
ASPH
1 - AL
AL -1
DIRT
CONC
CONC
CONC
CONC
ASPH
ASPH
DIKE
DIRT
BU
ASPH
CONC
UNDER

CONSTRUCTION
DIKE
LA -1
LA -1
CIVIC
CENTER
WAY

CIVIC CENTER WAY
R/W
R/W
R/W
R/W
"PCH_47
-
50 "
1896+69
.
54 BC
"P
C
H_
4 7
-50
"
1903
+
4 0
.
1 4
E
C
1895
6 7
8 9
1900
1 2
3 4 1905 6 7 8
ROUTE 1
"PCH_47-50"Line
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
2-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
MATCH
LINE
Sta
1894+50
M
A
T
C
H
L
IN
E
S
t
a 1908
+50
2 8 27B
25 8
25 27B
B
B

TEMPORARY BARRIER SYSTEM
TEMPORARY BARRIER SYSTEM 11' 11' WORK AREA 25 1' 27B 8
"PCH 47-50"LINE
CL

16.3'TO 13.4'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'
1'

SOUTHBOUND

SECTION B-B

NO SCALE
11'
11'
11'
11'
Exist EP
Exist EP
274
CONC
U/C
ASP
H
ASPH
A
S
P
H
ASPH
ASPH
CONC
CONC
CONC
PILES
ASPH
DIKE
DIKE
DIRT
LA -1
LA -1
M
A
L
I
B
U
C
ANY
O
N
RD
W
I
NTE
R
M
E
S
A
D
R
W
INTE
R
M
E
S
A
D
r
MA
L
IB
U
CANYON
RD
R/W
R/W
R/W
R/W
9 1910 1 2 3 4 1915 6 7 8 9 1920 1 2 ROUTE 1 "PCH_47-50"Line 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN

DIKE (TYPE E)
3 M
A
T
C
H
L
IN
E
S
t
a 1908
+50
M
A
T
C
H
L
IN
E
S
t
a 19
2 2
+
5 0

DIKE (TYPE E)
Temp CRASH CUSHION TL-3
END 10:1 TAPER
END Temp BARRIER SYSTEM 1916+44.51
"PCH
_
47-50" 0.00'Lt
TYPE P MARKER END Temp BARRIER SYSTEM

8.60'Rt"PCH_47-50"1915+58.85
Beg 10:1 TAPERTYPE P MARKER8.90' Lt "PCH_47-50" 1915+62.87 8 25 27B
8 25
27B
C
C

TEMPORARY BARRIER SYSREM

END STRIPING
Sta 1917+08.86 WORK AREA 14.3'TO 13.3' Var 11' 8 NORTHBOUND 27B 11' 25 1' 1' SECTION C-C NO SCALE 11' 11' 25 1' 27B 8 "PCH 47-50"LINE
1'

SOUTHBOUND
CL
11'
11'
11'
11'

END REMOVE STRIPING
ExistEP
ExistEP
3 CHANNLIZERS AT 50'OC
275
R/W
DIKE

R/W DIKE
R/W
R/W
3 4 1925 6 7 8 9 1930 1 2 3 4 1935 6 ROUTE 1 "PCH_47-50"Line 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
CONC
ASPH
ASPH
LA -1
LA -1
LA -1
LA -1
4 1
M
A
T
C
H
L
IN
E
S
t
a 1922
+50
M
A
T
C
H
L
IN
E
S
t
a 19
3 6
+50
1 3
.
0 0
'
6 CHANNELIZERS AT 50' OC
Temp CRASH CUSHION TL-3
Beg 10:1 TAPERBeg Temp BARRIER SYSTEM 2.67' Rt "PCH_47-50" 1925+21.85 END 10:1 TAPERTYPE P MARKERANGLE POINT7.97' Rt "PCH_47-50" 1926+02.01 TYPE P MARKERBeg Temp BARRIER SYSTEM 9.13' Lt "PCH_47-50" 1926+02.01 8 27B
25 25
8 27B

TEMPORARY BARRIER SYSREM

TEMPORARY BARRIER SYSREM
D
D
Beg REMOVE STRIPINGBeg STRIPING Sta 1924+51.89
11'
11'
11'
11'

WORK AREA

14.0'TO 13.0'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'

SECTION D-D

NO SCALE
11' 11'
25 1'
27B 8
"PCH 47-50"LINE
1'

SOUTHBOUND
CL
276
R/W
R/W
JOHN
TYLER
DR
JOHN
TYLER
DR
R/W
R/W
JOHN
TYLER
DR
41 .
8 '
J
O
IN
C
&
G
7 8 9 1940 1 2 3 4 1945 6 7 8 9 1950 ROUTE 1 "PCH_47-50"Line 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
A
SPH
ASPH
ASPH
ASPH
ASPH
CONC
TS
TS
UB
UB
UB
TS
UB
TSTS
UB
UB
ASPH
ASPH
ASPH
ASPH
DIRT
LA -1
LA -1
JOHN
TYLER
DR
JOHN
TYLER
DR
5 M
A
T
C
H
L
IN
E
S
t
a 1936
+50
M
A
T
C
H
L
IN
E
S
t
a 1950
+
5 0
1 TCE TCE
Temp CRASH CUSHION TL-3
Beg 10:1 TAPERTYPE P MARKERANGLE POINT8.88' Lt "PCH_47-50" 1939+05.01 END 10:1 TAPEREND Temp BARRIER SYSTEM 2.88' Lt "PCH_47-50" 1940+09.82 Temp CRASH CUSHION TL-3
Beg 10:1 TAPER
Beg Temp BARRIER SYSTEM

0.00'Lt"PCH_47-50"1945+57.71 Beg Temp BARRIER SYSTEM
END 10:1 TAPERTYPE P MARKERANGLE POINT8.43' Rt "PCH_47-50" 1946+39.45 END REMOVE STRIPINGEND STRIPING Sta 1940+55.00
Beg REMOVE STRIPINGBeg STRIPING Sta 1944+91.09
4 CHANNLIZERS AT 50'OC

TEMPORARY BARRIER SYSREM

TEMPORARY BARRIER SYSREM
27B
25 8
27B
8 25
E
E
3 CHANNLIZERS AT 50'OC
11'
11'
11'
11'

WORK AREA

14.0'TO 13.0'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'

SECTION E-E

NO SCALE
11' 11'
25 1'
27B 8
"PCH 47-50"LINE
1'

SOUTHBOUND
CL

TYPE P MARKER

8.85'Lt"PCH_47-50"1946+40.17

TYPE P MARKER
277
R/W
R/W
R/W
R/W

10.3'

10.9'

12.1'

11.2'

12.2'

11.3'

13.1'
"P
C
H_47
-50
" 1955
+62
.06
B
C
"PCH_47
-
50 "
1 9
5 9
+
61 .
09 EC
1 2 3 4 1955 6
7 8
9 1960
1 2
3 4
ROUTE 1
"PCH_47-50"Line
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
UB
UB
TS

ASPH ASPH
ASPH
UB
UB
ASPH
ASPH
DIKE
DIKE
LA -1
LA -1
6 1
MA
T
C
H
L
IN
E
S
t
a 1950
+50
MATCH
LINE
Sta
19 64+
50 Temp CRASH CUSHION TL-3
TYPE P MARKEREND Temp BARRIER SYSTEM 8.56' Rt "PCH_47-50" 1952+9.21 END 10:1 TAPEREND Temp BARRIER SYSTEM 4.40' Lt "PCH_47-50" 1952+71.55 Beg 10:1 TAPERTYPE P MARKERANGLE POINT8.77' Lt "PCH_47-50" 1952+10.17 3 CHANNLIZERS AT 50'OC
Temp CRASH CUSHION TL-3
TYPE P MARKER Beg Temp BARRIER SYSTEM

8.91'Lt"PCH_47-50"1956+16.28
END 10:1 TAPERTYPE P MARKERANGLE POINT8.94' Rt "PCH_47-50" 1956+15.78 Beg 10:1 TAPER
Beg DTemp BARRIER SYSTEM

2.36' Rt "PCH_47-50" 1955+33.72
3 CHANNLIZERS AT 50'OC
TYPE P MARKER END Temp BARRIER SYSTEM8.80' Rt "PCH_47-50" 1962+60.79 Temp CRASH CUSHION TL-3
END 10:1 TAPEREND Temp BARRIER SYSTEM 2.60' Lt "PCH_47-50" 1963+42.81 Beg 10:1 TAPERTYPE P MARKERANGLE POINT8.77' Lt "PCH_47-50" 1962+60.94 3 CHANNLIZERS AT 50' OC
END REMOVE STRIPINGEND STRIPINGSta 1953+56.53
Beg REMOVE STRIPINGBeg STRIPINGSta 1954+67.20

END REMOVE STRIPING

END STRIPING
Sta 1964+10.69
F
F 25
8 27B
27B 25
8 8
27B
25 25
8 27B

WORK AREA

14.0'TO 13.0'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'

SECTION F-F

NO SCALE
11' 11'
25 1'
27B 8
"PCH 47-50"LINE
1'

SOUTHBOUND
CL
11'
11'
11'
11'
11'
11'
11'
11'
G
G

WORK AREA

13.5'TO 14.0'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'

SECTION G-G

NO SCALE
11' 11'
25 1'
27B 8
"PCH 47-50"LINE
1'

SOUTHBOUND
CL
278
1965 6 7 8 9 1970 1 2 3 4 1975 6 7 8 ROUTE 1 "PCH_47-50"Line ROUTE 1 "PCH_47-50"Line
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
PIPE
SP
UB

C CONC ONC

DIKE DIKE
ASPH
DIRT
GNV
UB
GNV
GNV

GNV GNV
UB
UB

A GNV SPH
ASPH
ASPH
ASPH
ASPH LA - ASPH 1
LA -1
LA -1
LA -1
7 M
A
T
C
H
L
IN
E
S
t
a 1964
+50
M
A
T
C
H
L
IN
E
S
t
a
1978
+50
4 CHANNELIZERS AT 50'OC
Temp CRASH CUSHION TL-3
Beg 10:1 TAPER
Beg Temp BARRIER SYSTEM

3.08'Rt"PCH_47-50"1971+64.13
END 10:1 TAPER

TYPE P MARKER

ANGLE POINT

8.86'Rt"PCH_47-50"1972+66.05

TYPE P MARKER
Beg Temp BARRIER SYSTEM

8.49'Lt"PCH_47-50"1972+66.05
11' 11' WORK AREA
25 1'
27B 8

SECTION H-H

SOUTHBOUND

NO SCALE
"PCH 47-50"LINE
CL

14.0'TO 13.0'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
H
H
27B
25 8
27B 25
8 Beg REMOVE STRIPING
Beg STRIPING
Sta 1971+15.97
1'
1'
11'11'11'11'
ExistEP
ExistEP
Temp BARRIER SYSTEM
Temp BARRIER SYSTEM
279
"P
C
H_4
7 -
5 0
"
198
6 +
7 0
.
0 8 BC
"PCH_47
-
50 "
19 92
+
38 .64
EC
9 1980 1 2 3 4 1985 6 7 8 9 1990
1 2
ROUTE 1
"PCH_47-50"Line
HW
HW
PIPE
SOP T

TSOP HW
H SP A
HPSA
TSOP
UB

GAT HW E TSOP
LA - 1
LA - 1
HW
HPSA
HPSA
CONC
VC
VC
CONC
C
POST
ON
C
C ON C
ASPH
POST
UB
POST
EKID
CNOC
CONC

DR ON NY AC O RC EUP
H SP A
ASPH
ASPH
POST
UB
POST
CONC
UB
D
ON C C
C ON C
SP A H
TSOP
DP DP

TR OU C SI NN TE
CONC
CONC

RT IA L
EKID
TSOP
M
A
T
C
H
L
IN
E
S
t
a 1978
+50
MATCH
LINE
S
ta
1 9
9 2
+
50 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
ION
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
D
A
T
E
P
L
O
TTE
D
=
>
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DA
T
E
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
F
UN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-

STAGE CONSTRUCTION AND
SCALE: 1"=50'
SC-8
HUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN

TYPE P MARKER
Beg TEMPORARY BARRIER SYSTEM

7.06'Lt"PCH_47-50"1986+91.49
Temp CRASH CUSHION TL-3
Beg 10:1 TAPER
Beg TEMPORARY BARRIER SYSTEM

5.71'Rt"PCH_47-50"1986+10.20
END 10:1 TAPER

TYPE P MARKER

ANGLE POINT

9.11' Rt "PCH_47-50" 1986+91.73
3 CHANNELIZER AT 50' OC
Beg 10:1 TAPER

TYPE P MARKER

ANGLE POINT

8.47'Lt"PCH_47-50"1981+19.65

TYPE P MARKER

END TEMPORARY BARRIER SYSTEM

9.29'Rt"PCH_47-50"1981+20.19
Temp CRASH CUSHION TL-3
END 10:1 TAPER

END TEMPORARY BARRIER SYSTEM

0.35'Lt"PCH_47-50"1982+1.86
3 CHANNELIZER AT 50' OC

TEMPORARY BARRIER SYSTEM
I
I
25 8
25 8
25 25
8 8

WORK AREA
1'

SECTION I-I

14.50' TO 13.10'
Var
8 NORTHBOUND
27B
11'
25 1'
11' 11'
25 27B 8

SOUTHBOUND

NO SCALE
"PCH 47-50" LINE
CL
11'
27B
27B
27B
27B

END STRIPING
Sta 1982+70.17
Beg STRIPING
Sta 1985+41.53

TEMPORARY BARRIER SYSREM

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

NOTE:
1'
1'

11.00'

11.00'
11'
11'
11'
11'
Exist EP
Exist EP

END REMOVE STRIPING
Beg REMOVE STRIPING
280
R/W
R/W
R/W
R/W
"
"PCH
_47-50"2006+41.74 BC PC
H_47
-50
" 1992
+38
.64
E
C
3 4 1995 6 7 8 9 2000 1 2 3 4 2005 6 ROUTE 1
"PCH_47-50"Line
EKID
TSOP
1 - AL
1 - AL
TSOP
POST
ID RT
EPIP
TSOP
TSOP
H SP A
H SP A
TSOP
WH
TSOP
1 - AL
1 - AL
PD
DIKE
ASP
H
ASPH
ASPH
DIKE
MALIBU
RD
M
A
T
C
H
L
IN
E
S
t
a 2006
+50
M
A
T
C
H
L
IN
E
S
t
a 1992
+50
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
L
A
S
T
R
E
V
IS
IO
N
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
DA
T
E
P
L
O
T
T
E
D
=
>
3 -
MAY
-
2 025
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D

PLANS APPROVAL DATE
DATE
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s148954 RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
07180003231

STAGE CONSTRUCTION AND
SCALE: 1"=50'
SC-9
HUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TEMPORARY BARRIER SYSTEM

TEMPORARY BARRIER SYSTEM
8 25
8 25
27B
27B

1.FOR ACCURATE RIGHT OF WAY DATA,CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

NOTE:

Exist EP
Exist EP

11.00'11.00'

TRAFFIC HANDLING PLAN
281
R/W
R/W
R/W
R/W
"LA01_PM46-63"2894+11.29 EC "PCH_
50 -
5 0
.
5 "
2 02
0+
5 7
.
00 B
C
"PCH_50
-
50 .
5 "
2012
+44
.
54 BEG
"P
CH_47
-
50 "
2012
+44
.
54 END
7 8 9
2010
1 2
3 4
2015
6 7
8 9
2020
ROUTE 1
"PCH_50-50.5"Line
CNOC
C ON C
TSOP
TSOP
EKID
PSA H
SP A H
EKID
EKID
WH
WH

PIR AR- P NOC EKID C
RIPAR P
BU
RO
CK
TSOP
BU

PSA SP A H H
- AL 1
- AL 1
C ON C
HPSA
CONC
CONC
RAMP
VEN-1
VEN-1
M
A
T
C
H
L
IN
E
S
t
a 2006
+50
MATCH
LINE
S
ta
202
0+
5 0
1 TEMPORARY BARRIER SYSTEM
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS
LAS
TR
EVIS
ION
STATE
OF

CALIFORNIA
-

DEPARTMENT
OF

TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
D
ATE
PL
OTTE
D =>
2 -MAY
-
202
5 CH
EC
KE
D
B
Y
R
EV
IS
ED
B
Y
DATE
RE
V
IS
ED

PLANS APPROVAL DATE
DATE
FUN
CT
IONA
L
SU
P
ERV
IS
O
R
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE D
E
SIGN
E
D
B
Y
C
AL
CU
L
ATE
D
-
07180003231
STAGE CONSTRUCTION AND SCALE: 1"=50'
SC-10
HUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN

TEMPORARY BARRIER SYSTEM
8 25
8 25
8 25
27B
27B
27B
27B
25 8
11'
11'
11'
11'
ExistEP
ExistEP
11' 11' WORK AREA
25 1'
27B 8

SECTION J-J

NO SCALE
"PCH 50-50.5"LINE
CL

12.4'TO 6.5'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'
1'

SOUTHBOUND
J
J
282
R/W
R/W
SL
R/W
R/W
MALIBU
RV
PARK
Rd
"P
C
H_50
-50
.
5 " 2026
+50
.97
E
C
1 2 3 4 2025 6 7 8 9 2030 1 2 3 4 ROUTE 1 "PCH_50-50.5"Line R/W

R/W R/W
R/W
"P
C
H_50
-
50 .
5 "
2020
+
57 .
00 BC
"P
C
H_50
-50
.
5 " 2026
+50
.97
E
C
1 2 3 4 2025 6 7 8 9 2030 1 2 3 4 ROUTE 1 "PCH_50-50.5"Line 07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 1

TRAFFIC HANDLING PLAN
TSOP
TSOP

PAR-PIR
DIKE

AR-PIR P
HW
DIKE
DIKE
TSOP
UB
TSOP
VC VC
TSOP
TSOP
TSOP
UB
DIKE
DIKE
SA HP
TSOP

PMAC OU RG ND
H SP A
HPSA

UND ORGPMAC
1- AL
1- AL
1- AL
1- AL
HPSA
H SP A
C ON C
C ON C
C ON C
T
TSOP
TS
UB
EKID
D
E
S
IG N
11 MAT
CH
L
INE
S
t
a
2 0
2 0
+
5 0
M
A
T
C
H
L
IN
E
S
t
a 203
4 +50

4.42'Lt"PCH_50-50.5"2908+24.85
2908+27.94 "PCH_50-50.5" 4.53'Rt 8 25 25 8 27B 27B

TEMPORARY BARRIER SYSTEM

TEMPORARY BARRIER SYSTEM
11'
11'
11'
11'
11' 11' WORK AREA
25 1'
27B 8
"PCH 50-50.5" LINE
CL

7.5' TO 6.4'
Var
11'
8 NORTHBOUND
27B
11'
25 1'
1'
1'

SOUTHBOUND

SECTION K-K

NO SCALE

END REMOVE STRIPING

END STRIPING
Sta 2029+75.06
2 CHANNELIZERS AT 50'OC
K
K
Temp CRASH CUSHION TL-3

TYPE P MARKER
Beg 10:1 TAPER

TYPE P MARKER
ExistEP
ExistEP
283
R/W
R/W
R/W
R/W
R/W
R/W
"PCH_47-50"1874+25.92 EC
"P
C
H_46
-47
" 1866
+84
.84
END
"P
C
H_47
-50
" 1866
+84
.84
B
E
G
7 8
9 1870
1 2
3 4
1875
6 7
8 9
1880
ROUTE 1
"PCH_47-50"Line
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 2

TRAFFIC HANDLING PLAN

R UBILAM D
ASPH
L C ON C 1 - A
HPSA

BR HPSA
I
C
K
BR
I
C
K
ASP
H
CV
HPSA
RID T
TSOP
H SP A
H SP A
TSOP
TSOP

TSOP SOP T
SP A H
ON C C
NOC C
PSA H
AL -1
AL -1
H SP A
CV
C ON C
ON C C
D
I

RT POST
SOP T
ON C C
SOP T
ID TR

ON C C BU
BU

EPIP EPIP PIPE
IP EP
IP EP
IP EP

PIPE PIPE
PIPE
- AL 1
ASPH
ASPH
ASPH
CONC
CONC
ASPH
DIKE

MALIBU RD
SB
SB
SB
NB
NB
NB
ASPH
L C ON C H SP A 1 - A
HPSA

BR HPSA
I
C
K
BR
I
C
K
ASP
H
HPSA
RID T
TSOP
H SP A
H SP A
TSOP
TSOP

TSOP SOP T
SP A H
ON C C
NOC C
PSA H
AL -1
AL -1
H SP A
C ON C
ON C C
D
I

RT POST
SOP T
ON C C
SOP T
ID TR
ON C C
- AL 1
C ON C
C ON C
ON C C
M
A
T
C
H
L
IN
E
S
t
a 1866
+50
MATCH
LINE
Sta
1880+50
Temp CRASH CUSHION TL-3
Beg 10:1 TAPEREND TEMPORARY BARRIER SYSTEM 41.79' Lt "PCH 47-50" 1876+90.20 Beg 10:1 TAPERTYPE P MARKERANGLE POINT34.19' Lt "PCH 47-50" 1876++8.60 Beg TEMPORARY BARRIER SYSTEM32.41' Lt "PCH 47-50" 1873+4.83

TYPE III BARRICADEROAD CLOSED
12 M4-10
SC10(CA)
8 CHANNELIZERS AT 50' OC
12'
12' WORK AREA
"PCH 47-50" LINE
CL
13' TO 24'
Var
12'

NORTHBOUND
12'
1'
1'

SOUTHBOUND

SECTION L-L

NO SCALE
L
L
12'
12'
BegDETAIL 27B
Sta 1870+54.33
BegDETAIL 27B
Sta 1870+54.33
DETAIL 27B
284
WEBB
WAY
R/W
R/W
R/W
R/W
CIVIC CENTER Way
1 2 3 4 1885 6 7 8 9 1890 1 2 3 4 ROUTE 1
"PCH_47-50"Line
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 2

TRAFFIC HANDLING PLAN
ST
TSOP
H SP A

CONC C ON C
WEBB
WAY
CV
H SP A
H SP A
ASPH
POST

ASPH TSOP CONC
CON
C
ON C C
ON C C
A
SP
H
H SP A
ASPH
ASPH
HPSA
ST
ST
ST
ST
ST
ST
ST
ST
ST
POST

OUN F NIAT
H SP A
LA - 1
LA - 1
ASP
H
TRID
C
O
N
C

TSOP POST
CV
CONC
TSOP
CV
TSOP
ASPH
T
BU
ASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
PO
ST
BU
BU
T
ASPH
LA - 1
ASPH
CU
TSOP
LA - 1
C ON C
ST
13 M
A
T
C
H
L
IN
E
S
t
a 1894
+50
CU
TSOP
M4-10 (RIGHT)
A
A
CL
CIVIC
CENTER
Way
285
H SP A
AL -1
ON C C
WH
CNOC
H SP A
SP A H
PSA H
C ON C
BU
1 - AL C ON C
C ON C
H SP A
C ON C
HPSA
C ON C
HPSA
ASPH
1 - AL
AL -1
DIRT
CONC
CONC
CONC
CONC
ASPH
ASPH
DIKE
DIRT
BU
ASPH
CONC
UNDER

CONSTRUCTION
DIKE
LA -1
LA -1
CIVIC
CENTER
WAY

THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LASTREVISION

STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.

Exp.

CIVIL
R
E
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED => 21
-MAY-2025

CHECKEDBY

REVISEDBY

DATEREVISED

PLANS APPROVAL DATE
DATE

DESIGNEDBY

CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES

ANTHONY
57339
12-31-23
X/XX/2X
STAGE 2

TRAFFIC HANDLING PLAN
MATCH
LINE
Sta
2775+50
Temp CRASH CUSHION TL-3
Beg 10:1 TAPERBeg TEMPORARY BARRIER SYSTEM 35.74 Rt "PCH 50.5-56"1898+20.97 END 10:1 TAPERTYPE P MARKERANGLE POINT30.67' Rt "PCH 50.5-56"1899+1.04 6 CHANNILIZER AT 50' OC
END TEMPORARY BARRIER SYSTEM 31.77 Rt "PCH 50.5-56"1903+25.77 14 M4-10
SC10(CA)
12'
12'

WORK AREA
"PCH 47-50" LINE
10' TO 17'
Var
12'

NORTHBOUND
12'
1'
1' SECTION M-M NO SCALE
M
M
12'
12'
Temp CRASH CUSHION TL-3
CL
SC11(CA)
15'
15'
12'
12'
Temp CRASH CUSHION TL-3
END 10:1 TAPERTYPE P MARKERANGLE POINT63.62' Rt "PCH 50.5-56"1898+14.52 Beg 10:1 TAPERBeg TEMPORARY BARRIER SYSTEM 53.14' Rt "PCH 50.5-56"1897+89.00 4 CHANNILIZER AT 50' OC
286
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN

Malibu City CouncilNovember 24, 2025

Malibu City Council
November 24, 2025