Laguna Hills City Council
February 24, 2026

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Prior to concealing interior construction:
• fire alarm system (service code PR500-PR530)
For the R3 Residential Buildings:

Prior to OCFA clearance of a final map or issuance of a precise grading permit or a building permit, if a grading permit is not required:
• fire master plan (service code PR145)
Lumber-drop Inspection: After installation of required fire access roadways and hydrants, the applicant shall receive clearance from the OCFA prior to bringing combustible building materials on-site. Call OCFA Inspection Scheduling at 714-573-6150 with the Service Request number of the approved fire master plan at least five days in advance to schedule the lumber drop inspection
Temporary/Final Occupancy Inspections: Prior to issuance of temporary or final certificate of occupancy, all OCFA inspections shall be completed to the satisfaction of the OCFA inspector and be in substantial compliance with codes and standards applicable to the project and commensurate with the type of occupancy (temporary or final) requested. Inspections shall be scheduled at least five days in advance by calling OCFA Inspection Scheduling at 714-573-6150.

PARKING STRUCTURES

42. The parking structure shall be designed to include pavement treatments/materials or finishing techniques that reduce noise generated by automobile tire squeal. All pavement treatments and materials shall be subject to the reasonable approval of the Community Development Director prior to building permit issuance for any parking structure.

43. Prior to building permit issuance for the parking structure, the Applicant shall confer with the Orange County Sheriff’s Department (OCSD) to identify features consistent with best practices identified in “Crime Prevention Through Environmental Design in Parking Facilities” or other standards acceptable to OCSD that could be incorporated into the parking structure for which a building permit is requested.

MECHANICAL EQUIPMENT

44. Mechanical equipment, storage, trash areas, and utilities installed at ground level shall be architecturally screened by solid or semi-solid material from public view to the reasonable satisfaction of the Community Development Director. The method of screening shall be architecturally compatible in terms of materials, color, shape, and size. The screening design shall blend

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with the building design and include landscaping when on the ground. For rooftop mechanical equipment, building parapet walls shall be at least as high as the equipment and vents installed on each building. For any roof-top equipment, in lieu of fully screening the equipment, the Applicant may provide a “line of sight” study to the Director that indicates no screening is required given the location of mechanical equipment on the roof of a building relative to one or more viewpoints within the Project (as reasonably determined by the Community Development Director) at finished grade. Roof mounted solar panels are excluded from this requirement so long as the overall height of the equipment is as close to the height of building parapet walls as possible, or where integrated into an accessory building such as a roof top carport.

PUBLIC WORKS DEPARTMENT

45. Prior to the issuance of any grading permit or building permit, security instruments shall be posted guaranteeing construction of on-site and off-site improvements in accordance with LHMC Section 10-16.300, and these Conditions of Approval. Security instruments shall include a grading bond and a landscape bond, unless the latter is waived by the Community Development Director.

46. The Applicant shall comply with the recommendations in the Geotechnical Evaluation Report prepared for the Project (Exhibit B).

47. Prior to the issuance of a Certificate of Use and Occupancy, the applicant shall pay for all required geotechnical testing services for improvements in the public right-of-way, which shall be invoiced by the City based on time and materials. These fees will be in addition to all applicable encroachment, grading, subdivision, etc. inspection fees. These fees must be paid in full prior to release of any grading bonds.

48. Prior to the issuance of a building permit, the Applicant shall submit a grading and erosion control plan for any on-site drive aisle, parking space, sidewalk and/or other hardscape improvements. As applicable, the grading plan shall show the construction of all curb and gutter, asphalt and concrete pavement, sidewalk, storm drain, sewer and water systems (for reference only) and other improvements, and must include a horizontal control plan.

49. Prior to release of any grading bonds, the Project improvements must be completed to the reasonable satisfaction of the City Engineer. This includes completion of all punch list items, approved mylar as-builts, underground inspections (for storm drain systems, if any), required paperwork (such as

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soils reports, certifications, etc.). All associated permits will be considered active, until all items (including paperwork) have been completed to the reasonable satisfaction of the City Engineer. All permits must be current (not expired) at time of bond release. The Applicant is advised that there may be permit renewal fees if said permits have expired prior to completion of all above listed items.

50. AII grading and storm drain plans shall be prepared on City standard ARCH D size sheets by a licensed civil engineer and shall be submitted to the City Engineer for approval. All landscaping plans shall be prepared on City standard ARCH D size sheets by a licensed landscape architect and shall be submitted to the City Engineer for approval. All plans must be in substantial conformance with the approved site/concept plans. Plan check and inspection fees shall be paid by the Applicant in accordance with the City's fee schedule.

51. Prior to the release of any grading bonds, all grading, storm drain, and landscaping plans associated with the Project shall be as-built upon completion of the Project. Once the as-built drawings are approved, the Applicant shall provide the City with a duplicate mylar of the plans and scanned PDF or TIFF files of all plans.

52. Prior to the issuance of a precise grading permit, all on-site improvement construction (parking lots, sidewalks, ramps, grading) shall be bonded for with the precise grading plan and permit.

53. Prior to the issuance of any grading permit, erosion control, demolition, and earth moving work shall be bonded for with the rough or precise grading plan and permit, whichever occurs first.

54. Prior to work in the public right-of-way, an encroachment permit shall first be obtained from the City Engineer. The City Engineer at his sole discretion may require the posting of an encroachment permit bond to guarantee the completion of work in the public right-of-way.

55. A portion of the Project site is located in a special flood hazard area (SFHA) Zone A floodplain as designated by the Federal Emergency Management Agency (FEMA) on the Flood Insurance Rate Map (FIRM) Panel No. 06059C0426J, effective December 3, 2009. Zone A is identified as an area subject to flooding as a result of the 1-percent annual chance (100-year) or greater storm event. A technical analysis prepared by the Applicant and peer-reviewed by the City shows that the Project site is not actually located in a SFHA. The Applicant shall prepare and process a Letter of Map

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Amendment (LOMA) or Letter of Map Revision (LOMR) with FEMA to modify the floodplain limits on the project site. In the event that FEMA does not issue a LOMA or LOMR, the Project will be required to comply the City’s floodplain management regulations (LHMC Chapter 9-66), Appendix G of the California Building Code, and/or meet the requirements necessary to meet minimum flood plain management criteria of the National Flood Insurance Program pursuant to Part 59 (commencing with Section 59.1) and Part 60 (commencing with Section 60.1) of Subchapter B of Chapter 1 of Title 44 of the Code of Federal Regulations, as applicable.

PUBLIC WORKS DESIGN CONDITIONS

56. Grading of the Subject Property shall be in accordance with the City of Laguna Hills Grading Code and Manual and to the reasonable satisfaction of the City Engineer. Any grading required outside of the Project boundaries will require either slope easements or right-of-entry letters from the adjacent property owners.

57. Prior to the issuance of a grading permit, the following on site (private property) improvements shall be designed in a manner meeting the approval of the City Engineer in conformance with Laguna Hills Municipal Code Section 10-16.020:
a. All provisions for surface drainage.
b. All necessary storm drain facilities extending to a satisfactory point of disposal for the proper control and disposal of storm runoff. c. AII structural pavement sections for on-site and off-site streets, including all newly constructed or reconstructed parking lots, shall be submitted to and approved by the City Engineer. The soils engineer shall submit pavement section recommendations based on "R" Value analysis of the subgrade soils and approved City traffic indices. In no event shall the minimum pavement sections be less than the City's engineering standard plan minimum pavement sections.

58. Prior to the issuance of any grading permit, the Applicant shall provide a Certified Access Specialist (CASp) report reviewing existing pathways, sidewalks and access ramps for both on-site access and adjacent to the site access along the accessible pathways for compliance with the Americans with Disabilities Act (ADA) for approval by the City Engineer and the Building Official. Accessible pathways shall not include a path within any drive aisle, except as necessary to cross a drive aisle at 90° to the drive aisle. The CASp report shall include an implementation plan to correct all deficiencies noted and as reasonably approved by the City Engineer and the Building Official.

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59. Prior to the issuance of a Certificate of Use and Occupancy, any sidewalk or pathway not in compliance with ADA standards and the CASp report, as approved by the City Engineer and the Building Official, shall be reconstructed to the City's standards.

60. Prior to the issuance of a precise grading permit, a horizontal control plan showing dimensioning of drive aisle, driveway, parking stall, and hardscape improvements shall be prepared for review and approval by the City Engineer. If not otherwise shown on the Vesting Tentative Tract Map, minimum dimensions for drive aisles, driveways, and parking stalls shall adhere to City engineering standard plans and the Municipal Code. The City of Laguna Hills has adopted County of Orange Public Works Standard Plans as its engineering standard plans.

61. Prior to the issuance of a Certificate of Use and Occupancy, the Applicant shall demonstrate to the reasonable satisfaction of the City Engineer that a corner cut-off area is created at the intersection of each driveway serving the Project and a public street that satisfies the requirements of LHMC Section 9-40.160 or otherwise provides traffic vision clearance meeting the corner vision clearance requirements set forth in the California Department of Transportation Highway Design Manual or other applicable published public safety standard.

62. Prior to the issuance of a building permit, the Applicant shall provide plans demonstrating compliance with Laguna Hills Municipal Code Section 9-

40.200 (Undergrounding of utilities) which states, in pertinent part: “Utilities shall be placed underground. If an above-ground electrical transformer is located outdoors on any site, it shall be screened from view with a solid wall and landscaping and not located in any setback area.”

PUBLIC WORKS CONSTRUCTION CONDITIONS

63. Perimeter fencing shall be installed that has green screen material or approved equal. The fence/screen material shall be properly maintained and be free of rips, tears, fraying, graffiti, and any other damage or vandalism.

64. The Applicant shall comply with all requirements of the Orange County Stormwater Program "Construction Runoff Guidance Manual" during the construction of the Project. The requirements contained in this manual shall be incorporated into the grading plans.

65. All concrete (including sidewalk) that comes in contact with native soils shall contain Type V cement.

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66. Prior to the issuance of a Certificate of Use and Occupancy, all uplifted, subsided or severely worn curb, gutter and sidewalk that fronts the Project in the public rights-of-way along Mill Creek Drive and Ridge Route Drive shall be removed and replaced. This includes uplifted, subsided or severely worn curb and gutter and sidewalk that was in this condition prior to the start of construction. Limits of removal and replacement will not be marked out until immediately prior to occupancy so that all damage that occurred during construction can be included in the limits of replacement.

67. Prior to the issuance of a Certificate of Use and Occupancy, all City Street pavement restorations shall be completed to the reasonable satisfaction of the City Engineer.

68. If any asphalt pavement cuts are made into existing City roadways, the subject roadway shall be ground down and overlaid from the gutter line to the centerline or median of the roadway for any cuts made in that portion of the roadway, and to the reasonable satisfaction of the City Engineer.

69. During the course of the Project construction, no public streets shall be utilized for temporary storage of any construction materials and no vehicles shall be off-loaded of deliveries or filled with materials on any public street.

70. Prior to the issuance of any grading permits, a haul route plan for all exports/imports from/to the site shall be submitted for review and approval by, and to the reasonable satisfaction of, the City Engineer. The haul route shall not utilize any arterial highway prior to 9:00 am or after 4:00 pm daily.

In addition, a construction vehicle routing plan shall be submitted for review and approval by, and to the reasonable satisfaction of, the City Engineer prior to any demolition or construction work.

71. During the course of Project construction, no construction equipment traffic shall access or depart the site during morning or evening traffic peak periods, which are 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m., Monday through Friday.

72. The Applicant shall comply with all applicable laws and regulations, including, without limitation:
a. All applicable federal and state laws regarding the protection of biological resources, including but not limited to the Migratory Bird Treaty Act (16 U.S.C. §§ 703–712), the California Endangered Species Act (Fish & Game Code §§ 2050 et seq.), and Fish and Game Code Sections 3503, 3503.5, 3513, and 4150. In furtherance of these requirements, and

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consistent with the recommendations of the Biological Constraints Analysis prepared by Psomas dated October 15, 2024, the following shall apply:
(i) Vegetation removal and ground disturbance shall occur between September 16 and January 14 to avoid potential impacts to active nests of migratory birds and raptors. If clearing must occur between January 15 and September 15, a qualified biologist shall conduct a pre-construction nesting bird survey. If active nests are detected, the active nesting area shall be avoided until the biologist confirms that nesting is complete and all young have fledged. (ii) Due to past records of tricolored blackbird occurring on adjacent property, if vegetation removal or ground disturbance occurs during the nesting season (January 15 through September 15), the pre-construction survey required by subpart (i) shall include a survey for tricolored blackbird within 300 feet of project activity areas. If active nesting is confirmed within 300 feet, no project activity shall occur within 300 feet of the active nesting colony until a qualified biologist confirms that nesting is complete.
(iii) Prior to demolition or removal of structures or mature trees with cavities or crevices suitable for bat roosting, a qualified biologist shall conduct a survey to identify potentially occupied roost sites. If active roosts are detected, the biologist shall install exclusionary devices during a period when bats are absent and confirm vacancy before demolition or removal proceeds.
b. All applicable rules and regulations of the South Coast Air Quality Management District (SCAQMD), including but not limited to Rule 403 (Fugitive Dust) and Rule 1113 (Architectural Coatings), and all applicable regulations of the California Air Resources Board (CARB), including but not limited to the In-Use Off-Road Diesel-Fueled Fleets Regulation (13 CCR §§ 2449 et seq.) and the Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling (13 CCR § 2485).
c. Health and Safety Code Section 7050.5 and Public Resources Code Sections 5097.98 and 5097.99 regarding the discovery and treatment of human remains, and with Penal Code Section 622.5 regarding the protection of objects and sites of archaeological or historical interest. d. All applicable provisions of Laguna Hills Municipal Code Chapter 5- 24 (Noise Control) and Chapter 6-16 (Noise Disturbances). e. All applicable California Division of Occupational Safety and Health (Cal/OSHA) regulations, including CCR Title 8, Division 1, Chapter 4, Subchapter 4 (Construction Safety Orders).
f. All applicable requirements of SB 1383 (Chapter 395, Statutes of 2016) and its implementing regulations (14 CCR, Division 7, Chapter 12), and with CALGreen Code Section 5.408 regarding diversion of construction and demolition debris.

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PUBLIC WORKS DRAINAGE AND HYDROLOGY CONDITIONS

73. In accordance with Laguna Hills Municipal Code Section 10-16.340, which requires conformance with the Grading Manual, prior to the issuance of a grading permit, a hydrology and hydraulic study (including off-site areas affecting the development) shall be prepared by a qualified civil engineer and approved by the City Engineer. The report shall include detailed drainage studies indicating how the grading, in conjunction with the drainage conveyance systems including applicable swales, channels, street flows, catch basins, storm drains, and flood water retarding, will allow building pads to be safe from inundation from rainfall runoff which may be expected from all storms up to and including the theoretical 100-year flood.

74. Prior to the issuance of grading permits or the approval of improvement plans, a recorded drainage acceptance letter for any concentration or increase of drainage runoff to adjacent properties shall be required.

75. All storm drain systems shall be designed and constructed in accordance with the County of Orange Local Drainage Manual, Orange County Public Works Standard Plans, and applicable City standard engineering plans.

76. Prior to the issuance of a Certificate of Use and Occupancy, any storm drains modified by the Project, if any, shall be inspected by the County of Orange Underground Inspection Team (the City will arrange for the inspection).

There will be additional fees for this inspection.

PUBLIC WORKS SOLID WASTE AND RECYCLING CONDITIONS

77. The Applicant shall comply with all requirements set forth in Laguna Hills Municipal Code Chapter 5-32.210 and 5-48 (Construction and Demolition Waste Recycling Program) and related CalRecycle regulations. Prior to issuance of building permits, the Applicant shall submit and obtain approval of a waste reduction and recycling plan as prescribed by the C&D Compliance Official and submit all applicable fees and security deposits.

78. Prior to the issuance of a building permit, the Applicant shall provide for review and approval by the City Engineer a trash and recycling plan detailing the expected trash and recycled material volume produced by the proposed apartment building at the Project. Accordingly, all existing and proposed trash bin enclosures shall be sized to accommodate the required number of trash and recycling bins as required by the plan. At a minimum, any trash bin enclosure shall be built according to the City's standard engineering plan, which requires a floor drain connected to the sanitary sewer system and a

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solid roof to prevent rain water intrusion, and shall accommodate one threeyard trash bin and one three-yard recycling bin (approximate dimensions 40" wide x 82" long) and one organics recycling cart (approximate dimensions 30” wide x 36” long) and enough room for personnel to access the trash bins.

No trash bin shall be located outside an enclosure approved by the Community Development Director. If, at any time in the future it is determined by the Public Works Director that the trash enclosure is inadequate, the property owner at its expense shall expand the trash enclosure to accommodate extra bins as evidenced by operations or shall order more frequent trash and recycling bin pick-ups. All trash, storage of cartons, containers, and other discarded items shall be screened from public view at all times. LHMC Section 5-32.040 requires that the storage and collection of mixed solid waste and divertable materials be within enclosures.

79. Prior to the issuance of a Certificate of Use and Occupancy, in accordance with Section 5-32.100 of the Laguna Hills Municipal Code, the applicant shall subscribe to the City’s franchise waste hauler’s organics recycling service as required by State Senate Bill 1383. Further information can be found here:
https://www.ci.laguna-hills.ca.us/211/Recycling-For-Businesses

80. Prior to the issuance a grading permit, the Applicant shall provide a will serve letter from the City’s franchise solid waste hauler demonstrating that the site and proposed plan of development will allow the franchise solid waste hauler to service the Project.

PUBLIC WORKS STORM WATER / WATER QUALITY CONDITIONS

81. AII projects, in conjunction with a grading permit, require the preparation of an erosion control plan in conformance with the City of Laguna Hills Grading and Excavation Code. All erosion control plans shall incorporate Best Management Practices to the maximum extent possible. In addition, erosion control shall be implemented during construction year-round.

82. Prior to the issuance of any grading permit, evidence that proper clearances have been obtained from the San Diego Regional Water Quality Control Board such as the filing of a Notice of Intent to Discharge, shall be provided to the City Engineer. If a permit is required, the Applicant will be required to prepare a Storm Water Pollution Prevention Plan.

83. Prior to the issuance of a Certificate of Use and Occupancy, "No Dumping - Drains to Ocean" shall be stenciled directly above any inlets or an approved stencil shall be used to paint this message on inlets.

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84. Prior to issuance of any precise grading permit, a Water Quality Management Plan (WQMP) shall be approved by the City Engineer. The WQMP shall be prepared in conformance with the City's WQMP Instructions and Template. The project design and construction shall comply with the requirements of the latest edition of the City's National Pollutant Discharge Elimination System (NPDES) Permit issued by the San Diego Regional Water Quality Control Board. Copies of the Permit may be downloaded from the Water Board's website at www.waterboards.ca.gov/sandiego. This order and the City's NPDES Local Implementation Plan (LIP) require the City to classify this Project as a priority project. The Applicant will be responsible for complying with the "priority development project" requirements of this Permit, which requires the Project to incorporate source control BMPs and structural treatment BMPs. The Applicant is advised that there are additional plan check fees for the review of this document.

85. Prior to the issuance of a Certificate of Use and Occupancy, all water runoff from the site (including sheet flow), including existing areas, shall be required to be filtered with a water quality device approved by the City Engineer, prior to the discharge of the water to the street gutter or storm drain system. This may require the installation of trench drains the entire width of the entrances to collect and treat sheet flow leaving the site.

86. Prior to the issuance of a Certificate of Use and Occupancy, the property owner shall furnish a recorded copy of a Maintenance Agreement outlining post construction Best Management Practices (BMP's) in accordance with the County of Orange Drainage Area Management Plan Appendix for New Development. The following non-structural BMP's are required to be implemented by the current property owner, and all subsequent property owners to satisfy National Pollution Discharge Elimination System requirements and requirements outlined in the Orange County Drainage Area Management Plan. A copy of these conditions of approval shall be provided to all subsequent property owners. The following BMP's will be required:
a. Storage and Repair of Motor Vehicles - The property owner shall not allow motor vehicles stored on the premises to be washed on site, unless a car wash facility is proposed that is connected to the sanitary sewer system. Motor vehicles may be lightly rinsed (with no detergents, soaps, or surfactants) provided that de-ionized water is used sparingly and any runoff is diverted to a landscaped area or collected on-site and disposed of into the sanitary sewer system. Vehicles parked at this facility that show evidence of leaking fluids must be stored with drip pans located to catch the leakage and protected from mixing with stormwater. All

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hazardous pollutants spilled from stored vehicles shall be cleaned and picked up immediately with an appropriate "dry method" absorbent material and disposed of properly. All spills must be contained and cleaned up on the premises.
b. Litter Control - The property owner will be required to implement trash management and litter control procedures in the common areas aimed at reducing pollution of drainage water. The property owner may contract with their landscape maintenance firm to provide this service with the regularly scheduled maintenance, which should consist of litter patrol, emptying of trash receptacles in common areas, and noting trash disposal violations and reporting the violations to the property owner for investigation.
c. Trash Enclosures and Dumpsters - The property owner shall post signs on trash enclosure gates that state "Keep Dumpster Lids Closed." The property owner will monitor dumpster usage such that dumpsters are not overfilled and the dumpster lids can close completely. The property owner shall increase the trash pickup schedule as necessary to prevent dumpsters from overfilling.
d. Landscape Maintenance - Ongoing maintenance must be consistent with the City's adopted water conservation ordinance, plus fertilizer and pesticide usage consistent with the "County Management Guidelines for Use and Fertilizers and Pesticides." Landscaping irrigation systems shall be adjusted and properly maintained to prevent over spray runoffs. e. Green Waste Disposal - Green waste shall not be blown or swept into, or disposed of, in the street, gutter, public right-of-way, or storm drain catch basins or inlets. Leaf blowers, if used, shall be used to move green waste into piles so they can be swept and picked up and disposed of in green waste recycling containers.
f. Employee Training - The property owner shall prepare a training manual(s) for existing and future employees. The manual should include information on non-point source pollution and how to use proper Best Management Practices (BMPs) to minimize runoff pollutants. Training shall be provided upon hire and at regular intervals thereafter. g. Catch Basin/Inlet Inspection - The property owner must inspect all catch basins/inlets on site and clean the catch basins, if necessary, prior to the storm season (no later than October 15 each year).

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h. Lot/Street Sweeping - The property owner must sweep outdoor lots regularly (minimum monthly), and prior to the storm season (no later than October 15 each year). Sweeping shall be done with a vacuum-type sweeper. Under no circumstances are outdoor areas/lots to be rinsed or washed with water unless said rinse/wash water is collected and disposed of properly (i.e. into the sewer).
i. Catch Basin Stenciling - All catch basins/inlets/outlets on site must be marked using the City's "No Dumping - Drains to Ocean" curb marker or stenciled using an approved stencil shall be used to paint this message on the top of curb directly above the inlet, and on one side of the curb face. Labeling for catch basins is to be inspected regularly and maintained so as to be reasonably legible at all times. The inspection and maintenance is to be performed by the property owner. This stencil is to alert the public/employees to the destination of pollutants discharged into the storm water.
j. BMP Maintenance - The property owner shall be responsible for implementation of each non-structural BMP and regularly scheduled cleaning of all BMP structural facilities (catch basin, storm drains, trash enclosures, etc.).
k. Title 22 CCR Compliance - The property owner must comply with Title 22 of the California Code of Regulations and relevant sections of the California Health and Safety Code regarding hazardous waste management, which will be enforced by County Environmental Health on behalf of the State.
l. Haz-Mat Disclosure Compliance - The property owner shall comply with County and City ordinances.
m. Uniform Fire Code Implementation - The property owner shall comply with Article 80 of the Uniform Fire Code.
n. Spill Response Plan/Kit- The property owner shall develop a spill response plan and maintain a spill response kit on site. Employees shall be properly trained to use the spill response kit. Owner shall maintain absorbent materials in the spill response kit to adequately contain any spills that can be anticipated (i.e. oil drips, engine coolant, etc.).

87. Prior to the issuance of a precise grading permit, the Applicant shall provide plans and supporting documentation for the review and approval of the City

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Engineer showing that areas requiring regular washing/cleaning (including dumpster areas) are isolated from the storm drain system. No discharge from such areas shall be allowed into the storm drains. This plan may be incorporated into the WQMP.

88. Prior to the issuance of a Certificate of Use and Occupancy, catch basin filters shall be installed on all catch basins which drain the subject site, including any existing catch basins. Specification sheets shall be submitted to the City Engineer for approval prior to the installation of the filters.

PUBLIC WORKS WATER, SEWER, AND UTILITIES CONDITIONS

89. On-site water and sewer facilities that will not be maintained by El Toro Water District shall be plan checked and inspected by the City's Building Department. All fees shall be paid in accordance with the City's fee schedule.

90. Any above ground valve assemblies or back-flow devices shall be placed on private property and an easement dedicated to El Toro Water District.

91. Prior to the issuance of a Certificate of Use and Occupancy, any damage, either structural or aesthetic, to any public and/or private streets as a result of utility connections to service the Project shall be repaired by the Applicant to the reasonable satisfaction of the City Engineer, which may include repaving the street from curb-to-curb. The improvements will not be accepted by the City until the necessary repairs are completed.

92. Any above ground utility cabinets shall be placed on private property and an easement dedicated to the appropriate utility company (if required).

93. No above ground utility structures, cabinets, pipes, or valves shall be constructed within the public right-of-way.

PUBLIC WORKS LANDSCAPING-RELATED CONDITIONS

94. The maintenance of any landscaping between the curb and the right-of-way line of any street abutting the parcel shall be the responsibility of the owner of that parcel in accordance with City of Laguna Hills Municipal Code Section 12-12.360, unless a recognized association or district has assumed responsibility for said maintenance.

95. All landscape plans shall reflect all improvements shown on the final approved grading plans and building plans including, but not limited to, improvements such as ramps, walkways, driveways, planter areas, fire access lanes, ingress and egress to buildings, and appurtenances

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constructed to support the use of any improvements such as gates, handrails, fences, or walls.

TRAFFIC AND PARKING CONDITIONS

96. Prior to the issuance of a precise grading permit, a plan for the placement and installation of traffic signing, pavement delineation, and other traffic devices on the subject property shall be prepared for review and approval by the City Engineer. Parking stalls shall be sized and striped according to City engineering standard plans and the Municipal Code, and stop signs along with stop legend bar shall be provided at all locations as specified by the City Engineer. The City of Laguna Hills has adopted County of Orange Public Works Standard Plans as its engineering standard plans.

97. Prior to the issuance of a grading permit, the Applicant shall provide a construction management plan that demonstrates how existing tenants in the existing office building at 23330 Mill Creek Drive during project construction will maintain access to adequate parking and parking lot circulation in addition to vehicle and pedestrian access. The plan shall ensure the proposed buildings maintain the following: 1) adequate site access (vehicular and pedestrian); 2) adequate parking; 3) access to public and private transportation facilities; 4) utility services; and 5) access to adjoining properties that are in existence. In approving the plan, the Public Works Director and Community Development Director may consider the historical vehicular and pedestrian connections between the Subject Property and adjacent properties, and the location of existing driveway entrances/exits. The Applicant shall ensure improvements to remain, or any new improvements required in the approved plan, are maintained in a safe condition for the use of vehicles and pedestrians for as long as the improvements are needed to serve affected buildings until the Project is completed. Prior to City approval of the construction management plan, the Applicant shall obtain approval of the Orange County Fire Authority (OCFA) and provide proof of OCFA approval to the Community Development Director. As reasonably determined by the Community Development Director and Public Works Director, the plan shall be implemented and periodically updated prior to commencement of any project phasing.

CONSTRUCTION ACCESS

98. During construction of the Project, the Applicant shall maintain adequate site vehicular and pedestrian ingress and egress for customers of adjacent commercial uses and utilize temporary directional signage in the public rightof-way as needed to the reasonable satisfaction of the Public Works Director and Community Development Director. Required directional signage shall

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comply with City standards and specifications, including but not limited to, the CalTrans design manual, the California Manual of Uniform Traffic Control Devices, and/or as recommended by the American Association of State Highway and Transportation Officials (AASHTO). Required private directional signage shall be provided as appropriate at the reasonable discretion of the Community Development Director.

99. During any construction, adequate emergency access for police, fire, and paramedic vehicles, to the standards of, and approval of, the OCFA, shall be maintained on the Subject Property at all times.
100. Prior to the issuance of any demolition, grading, building or other permit within a District, the Applicant shall submit a construction staging plan to the Community Development Director identifying areas to be used for equipment and material storage, placement of construction trailers, portable restrooms, delivery areas for loading and unloading of materials and equipment, construction waste diversion processing, and construction employee parking. The Applicant shall periodically submit an updated construction staging plan, as needed and/or when reasonably requested by the Community Development Director. Appropriate pedestrian and vehicular safety barriers shall be installed in all areas as required by the Community Development Director prior to the issuance of permits. In addition, prior to the issuance of any permits within a District, an on-site pedestrian and vehicle parking circulation plan shall be submitted to the City for review and approval by the Public Services Director and Community Development Director identifying pedestrian and vehicle access, including temporary parking for disabled patrons for businesses that will remain open during construction.
101. During the course of construction, the Applicant shall immediately respond to requests made by a City inspector to reasonably resolve any public safety or access issues identified during the work. Modifications to an approved construction staging plan shall be made when requested by a City inspector within 48 hours, or as soon as possible as determined by the Community Development Director.

COVENANT AGREEMENT
102. The approved Project consists of four separate residential parcels containing residential buildings at various densities, including a parcel with a six story residential building with structured parking, which share access and parking, along with four lettered lots for recreation, open space, and private streets, and includes approval of a precise plan of development covering all parcels

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in accordance with the requirements of the Mixed Use District. Accordingly, prior to or concurrent with recordation of the final map, the then current property owner(s) of any portion of the Subject Property shall enter into and record a Covenant Agreement or Agreements (or other appropriate document acceptable to the City) with the City in a form approved by the City Attorney and City Manager. The City Manager shall be authorized to execute the Covenant Agreement(s) on behalf of the City. Evidence of the recordation of the Covenant Agreement(s) shall be provided to the City within five (5) business days of recordation. The Applicant shall provide City with a current title report and/or other evidence satisfactory to the City evidencing title ownership of any portion of the Subject Property at the time of recordation of the Covenant Agreement(s). The Applicant shall reimburse the City for all legal costs incurred by the City associated with implementation of and/or compliance with this condition.

At a minimum, the Covenant Agreement(s) shall:
a. Run with the land and be binding upon all current and future owners and tenants of any portion the Subject Property and their respective heirs, successors, and assignees;
b. Evidence and provide record notice of the approved precise plan for development of all portions of the Subject Property as depicted on the plans and specifications submitted to the City in conjunction with this Permit;
c. Require all portions of the Subject Property to be developed, used, and maintained in a manner consistent with this Permit, as it may be amended from time to time, and the pertinent specifications and standards contained in these Conditions of Approval, the Mixed Use District, and the City's Development Code;
d. Provide for, or reference and incorporate, all current or future reciprocal access and parking easements between and amongst the various parcels on the Subject Property that are necessary to implement this Permit, including the shared parking for the residential uses on Lots 2 and 3 and all fire lanes as required by the Orange County Fire Authority (OCFA);
e. Include Provisions requiring specified park areas, pedestrian pathways, and other specified exterior developed portions of the Subject Property to be accessible and usable by the public, subject to reasonable limitations on public access to address, among other things, public safety and security.
f. Establish maintenance standards acceptable to the City for all exterior

Resolution No. PA2026-02-24-X

Project components and areas of the Subject Property and adjacent portions of the right-of-way which Applicant is required to maintain pursuant to these Conditions, including, but not limited to, vehicular, bicycle and pedestrian facilities, parkways, parking facilities, open spaces, landscape areas, furniture and shade structures, signage, utilities, sanitary sewer facilities, and storm water drainage devices, and provide for the allocation of responsibility for maintenance of such components and areas in compliance with such standards and the funding thereof;
g. Include provisions identifying an entity or entities responsible for ongoing implementation and funding of the Operations and Maintenance (O&M) Plan associated with the Water Quality Management Plan (WQMP) for the Project and compliance with the LHMC Chapter 5-36 and other applicable National Pollutant Discharge Elimination System (NPDES) regulations;
h. Provide that the Covenant Agreement may not be substantively amended or terminated without prior written City approval;
i. Provide that the City may, but shall not be obligated to, enforce the provisions of the Covenant Agreement; and
j. Address and assign responsibility for compliance with Covenant Agreement should portions of the Subject Property be, or in the future come, under separate ownership.

PROTECTION OF TRIBAL CULTURAL RESOURCES: GABRIELENO BAND OF MISSION INDIANS – KIZH NATION
103. Retention of Tribal Monitor. The Gabrieleno Band of Mission Indians – Kizh Nation (“Kizh”) shall designate a monitor. (“Kizh Monitor”) The Kizh Monitor will be retained by the Applicant prior to the commencement of any grounddisturbing activity. As used herein, “ground-disturbing activity” shall include, but is not limited to, demolition, pavement removal, potholing, auguring, boring, grubbing, tree removal, grading, excavation, drilling, and trenching, 104. Site Access and Safety. The Kizh Monitor shall comply with the Applicant’s reasonable site access and workplace safety requirements. 105. Compensation. The Applicant shall compensate the Kizh Monitor at a reasonable rate, determined in good faith, that aligns with customary compensation for tribal cultural resource monitoring, taking into account the scope and duration of the Project.

Resolution No. PA2026-02-24-X

106. Avoidance of Tribal Cultural Resources. The Applicant shall avoid tribal cultural resources where feasible, consistent with Public Resources Code (PRC) section 21084.3(a) and 21083.2(b). Where feasible, the Applicant shall provide deference to tribal preferences regarding access to spiritual, ceremonial, and burial sites, and incorporate tribal traditional knowledge in the protection and sustainable use of tribal cultural resources and landscapes.
107. Treatment of Tribal Cultural Resources. All treatment and documentation of tribal cultural resources shall be conducted in a culturally appropriate manner consistent with PRC Section 21083.9.
108. Records Search. A California Historical Resources Information System archaeological records search and a tribal cultural records search shall be completed for the Project site.
109. Sacred Lands Inventory. A Sacred Lands Inventory request shall be submitted by the Applicant to the Native American Heritage Commission. 110. The Applicant shall comply with Section 7050.5 of the Health and Safety Code and Section 5097.98, including immediate work stoppage upon discovery of human remains or burial grounds, and treatment in accordance with applicable law and in consultation with the affected California Native American tribe.
111. The Applicant shall apply tribal ecological knowledge into habitat restoration efforts undertaken by the project as applicable to the specific, environmental context and conditions of the project.

PROTECTION OF TRIBAL CULTURAL RESOURCES: PAUMA BAND OF LUISENO MISSION INDIANS (“PAUMA”):
112. The Applicant shall promptly notify Pauma of any inadvertent discoveries of potential tribal resources, sacred sites, or ancestral remains, if there are any during ground disturbing activities.

PROTECTION OF TRIBAL CULTURAL RESOURCES: GABRIELENO BAND OF MISSION INDIANS – JUANEÑO BAND OF MISSION INDIANS, ACJACHEMEN NATION
113. Retention of Tribal Monitor. The Juaneno Band of Mission Indians, Acjachemen Nation, shall designate a monitor. (“JBMIAN Monitor”) The JBMIAN Monitor will be retained by the Applicant prior to the commencement

Resolution No. PA2026-02-24-X

of any ground-disturbing activity. As used herein, “ground-disturbing activity” shall include, but is not limited to, demolition, pavement removal, potholing, auguring, boring, grubbing, tree removal, grading, excavation, drilling, and trenching.
114. Monitoring Locations and Frequency. The JBMIAN Monitor shall monitor during ground-disturbing activities in the following locations: (i) within the Project site boundary and (ii) off-site within areas previously identified by JBMIAN as containing potential JBMIAN tribal cultural resources. JBMIAN shall not rotate monitoring responsibilities with other tribes. The frequency and duration of tribal monitoring shall be determined by the JBMIAN Monitor and shall occur as necessary, based on the nature, location, and intensity of ground-disturbing activities and the potential for impacts to tribal cultural resources. JBMIAN has indicated an intent to monitor approximately 2–3 days per week or half days, depending on the tribal resources identified, if any.
115. Monitoring Agreement. Prior to the commencement of any ground-disturbing activity, the Applicant and JBMIAN shall execute a written agreement memorializing the roles, authority, and responsibilities of JBMIAN during ground-disturbing activities, including, at a minimum, (i) protocols in the event of an unanticipated discovery of tribal cultural resources, including procedures for documenting discoveries at the time they occur, treatment measures taken, and confirmation that work did not resume until treatment was completed; (ii) protocols for documenting tribal disposition decisions for recovered resources, including reburial, return, or other treatment; (iii) confidentiality provisions for the location and nature of discovered tribal cultural resources; and (iv) recordkeeping requirements, including monitoring logs and consultation records. A copy of this written agreement shall be submitted to the City prior to any ground-disturbing activities. 116. Compensation. The Applicant shall compensate the JBMIAN Monitor at a reasonable rate, determined in good faith, that aligns with customary compensation for tribal cultural resource monitoring, taking into account the scope and duration of the Project.
117. Coordination and Meetings. Good faith coordination before and during ground-disturbing activities shall occur between the JBMIAN Monitor and the Applicant. A joint construction meeting shall be conducted between the Applicant and the JBMIAN Monitor prior to the commencement of grounddisturbing activities to coordinate anticipated construction and monitoring. 118. Site Access. The JBMIAN Monitor on the Project site shall comply with the

Resolution No. PA2026-02-24-X

Applicant’s reasonable site access and workplace safety requirements. 119. Avoidance of Tribal Cultural Resources. The Applicant shall avoid tribal cultural resources where feasible, consistent with Public Resources Code (PRC) section 21084.3(a) and section 21083.2(b). Where feasible, the Applicant shall provide deference to tribal preferences regarding access to spiritual, ceremonial, and burial sites, and incorporate tribal traditional knowledge in the protection and sustainable use of tribal cultural resources and landscapes. All treatment and documentation of tribal cultural resources shall be conducted in a culturally appropriate manner.
120. Discovery of Tribal Cultural Resources (Non-Human Remains). Upon discovery of any tribal cultural resources other than human remains, the JBMIAN Monitor and the Applicant shall jointly determine if preservation of the resource in place is feasible. If preservation in place is not feasible, the JBMIAN Monitor will recover and retain the tribal cultural resource. The decision to preserve in place or recover a resource shall occur expeditiously (approximately fifteen to twenty minutes).
121. Discovery of Human Remains. Upon discovery of human remains or burial grounds, all construction activities within a 100-foot radius of the discovery shall be halted or redirected until the discovery can be evaluated by the JBMIAN Monitor. The Applicant shall comply with Health and Safety Code Section 7050.5 and Section 5097.98, including immediate work stoppage upon discovery of human remains or burial grounds, and treatment in accordance with applicable law. The location and nature of discovered human remains or burial grounds shall be kept confidential to the extent permitted by law to prevent further disturbance.
122. Tribal Ceremonies and Blessings. If desired by JBMIAN, the Applicant shall accommodate tribal ceremonies or blessings safely and respectfully prior to and/or during construction, as requested by JBMIAN. Records of coordination and confirmation that such ceremonies or blessings were accommodated shall be maintained by JBMIAN.
123. Documentation of Tribal Cultural Resources. Documentation of recovered tribal cultural resources, including descriptions and records of discoveries, shall be prepared and submitted by the JBMIAN Monitor to the City if desired by JBMIAN.
124. Conclusion of Monitoring and Final Report. Tribal monitoring shall conclude upon the earlier of the following: a) written confirmation from JBMIAN that all ground-disturbing activities have been completed; or b) written confirmation

Resolution No. PA2026-02-24-X

from the City that all ground-disturbing activities have been completed.

JBMIAN shall submit a written report to the City at the conclusion of grounddisturbing activities summarizing the results of tribal monitoring and documenting any tribal cultural resources identified or recovered, if desired by JBMIAN.
125. Records Search. A California Historical Resources Information System archaeological records search and a tribal cultural records search shall be completed for the Project site.
126. Sacred Lands Inventory. A Sacred Lands Inventory request shall be submitted by the Applicant to the Native American Heritage Commission.

HAZARDOUS SUBSTANCES
127. The Applicant and Project shall be subject to the following required Conditions pursuant to subdivision (c)(1) of Section 21080.66 of the Public Resources Code:
a. The Applicant shall complete a phase I environmental assessment, as defined in Section 78090 of the Health and Safety Code. b. If a recognized environmental condition is found, the Applicant shall complete a preliminary endangerment assessment, as defined in Health & Safety Code Section 78095, prepared by a qualified environmental assessor to determine the existing of any release of a hazardous substance on the site and to determine if the potential for exposure of future occupants to significant health hazards from any nearby property or activity.
c. If a release of a hazardous substance is found to exist on the Project site, no Certificate of Use and Occupancy shall be issued until the Applicant provides satisfactory evidence to the City that the release has been removed or any effects of the release have been mitigated to levels required by current federal and state statutory and regulatory standards. d. If a potential for exposure to significant hazards from surrounding properties or activities is found to exist, no Certificate of Use and Occupancy shall be issued until the Applicant provides satisfactory evidence to the City that the effects of the potential exposure have been mitigated to levels required by current federal and state statutory and regulatory standards.

Resolution No. PA2026-02-24-X

PASSED, APPROVED AND ADOPTED this 24th day of February 2026. ____________________________________
Don Caskey, Chair
ATTEST:
______________________________________
Jennifer Lee, City Clerk

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss

CITY OF LAGUNA HILLS )
I, Jennifer Lee, City Clerk of the City of Laguna Hills, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. PA2026-02-26-X adopted by the Planning Agency of the City of Laguna Hills, California, at a Regular Meeting thereof held on the 24th day of February 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
(SEAL)
_____________________________________
Jennifer Lee, City Clerk

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 TITLE SHEET | CS 1

KB RIDGE ROUTE, LLC

KB MILL CREEK, DST

KB SPECTRUM SUMMIT PLAZA, LLC
ADDRESS:
1645 VILLAGE CENTER CIRCLE, SUITE 200
LAS VEGAS, NV 89134

LAKEHILLS CORPORATE PARK OWNERS
ASSOCIATION, INC.,
ADDRESS:

C/O WORTH PROPERTY MANAGEMENT
P.O. BOX 449
PROPERTY OWNERS:

DU/AC

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 TERRAVITA MASTER WAIVER LIST | CS 1.1 Exhibit C
Terravita Waiver List
Item City Objective Design
Standards City Code Description Waiver
Request Justification Proposed Design
1 MXU Zoning 9-30.040
Development Standards
20' minimum building front setback Reduce setback to
10'
Without a reduced setback, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
10' minimum front setback
2 MXU Zoning 9-30.040
Development Standards
15' minimum building rear setback Reduce setback to
4'
Without a reduced setback, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
4' minimum rear setback
3 MXU Zoning 9-30.040
Development Standards
5' minimum building interior side setback Reduce setback to 4'
Without a reduced setback, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
4' minimum side setback
4 MXU Zoning 9-30.040
Development Standards
15' minimum building street side setback Reduce setback to 4'
Without a reduced setback, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
4' minimum side setback
5 MXU Zoning 9-30.040
Development Standards
20' minimum parking lot front setback Reduce setback to 5'
Without a reduced setback, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
5' minimum front setback
6 MXU Zoning 9-30.040
Development Standards
10' minimum building separation Reduce to 6' Without reducing building to building separation, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
6'-6" building separation for duplex units
7 MXU Zoning 9-30.040
Development Standards
10% minimum private open space Remove
requirement
Without reducing the minimum private open space acreage, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

Multi-Family site does not meet this
requirement
8 MXU Zoning 9-30.040
Development Standards
10% minimum landscape coverage Remove
requirement
Without reducing the minimum landscape coverage, the required density is physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

Multi-Family site does not meet this
requirement
9 2.1.1
Maximum Block Size
Maximum allowed block length of 800' or perimeter length of 2,800' Remove requirement
A block wall length requirement makes the required density physically infeasible and a waiver is needed to construct this project. Longest dimension exceeds 800' without mid block connection.
10 2.1.2
Mid-Block Connection
Required if block lengths exceeds maximum Block Length or Perimeter Length per 2.1.1
Minimum building width must be 20' and a pedestrian path of 8' must be provided
Remove
requirement
A block wall length requirement makes the required density physically infeasible and a waiver is needed to construct this project. No mid-block connection proposed 11 2.2.2
Pedestrian Connections
Primary entries to buildings or units shall beconnected to a public sidewalk or publicly accessible pathway with a pedestrian pathway Entrances serving 1-2 units must have a minimum width of 4' Reduce
requirement to 4'
sidewalk on one
side
Pedestrian connections in front of all buildings makes the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
4' sidewalk provided on one side of street
only. Entrances serving units are 3'
minimum.
12 2.4.1.4
Location and screening of
roof top equipment

2. Roof-mounted equipment greater in height than 2’ or the parapet wall shall be screened to a height equal to the height of the equipment, not including solar panels, wind generators, or green roof features.
screened by
parapet
Additional screening increase the building height and cost to comensate for the loss or building affordable housing. Roof top equipment will be placed far away from building edge, screened by parapets
and mansard roofs thus not visible from
ground level public view.
13 2.5.1
Public Open Space
MXU Zoning 9-30.040
Development Standards
Required for projects greater than 2ac
Minimum public open space shall be 1/4 of the minimum open space required. 10% of site area required as private open space per city code
Remove
requirement
A public open space requirement makes the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

0.08 ac is required as public open space.

No public open space proposed.
14 2.5.2
Common Open Space
MXU Zoning 9-30.040
Development Standards
50% of required open space is required as common open space. 10% of site area required as private open space per city code Remove
requirement
A common open space requirement makes the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

Kingsbarn - SFD: 0.66 ac is required as
common open space, however the common
open space may not be located directly next
to arterial streets or adjacent commercial
developments; therefore Lot B may not be
counted towards common open space. The
total acreage of Lot A and Blufftop Park is

0.5 ac.

Toll Brothers: 0.16 ac required as common
open space. No common open space
proposed
15 2.8.1
Pedestrian Pathways
All on-site buildings, entries, facilities, amenities, and vehicular and bicycle parking areas shall be internally connected with a minimum 4’ wide pedestrian pathway or pathway network.

At least two amenities that include trellises and/or benches shall be provided on any pedestrian path longer than 200
Reduce
requirement to 4'
sidewalk on one
side and 3' walks
to entries
A pedestrian pathway requirement makes the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.
4' sidewalk provided on one side of street
only. Entrances serving units are 3'
minimum.

No amenities proposed along pedestrian
paths.
16 9-44.060
Design standards for
parking facilities
A(4) Direct access to a parking lot or parking stall from a public roadway shall be prohibited, except for low-density residential uses Remove/Reduce
requirement
Prohibiding direct access to parking stalls from the right of way will reduce the overall density. Parking lot accessed directly off Mill Creek Dr
17 Single Family Residential
Development Standards
City of Laguna Hills Single Family Residentail Development Standards.

Remove all
requirments and
adjust as
designed.

Restrictions make the project infeasble at the density permitted.

Item City Objective Design
Standards City Code Description Waiver Request Justification Proposed Design 18 9-44.060 Table 9-44.D
Parking facility design
standards
10' x 20' minimum garage dimension Modify to allow
encroachment for
trash and water
heaters
By restricting trash and water heater encroachment into the garage minimum dimension, the development would be physically infeasible and a waiver is needed to construct this project.

Trash and water heater encroach into
minimum dimension
19 9-44.060
Design standards for
parking facilities
Remove
requirement
The additional area required wouild make the project infeasable. Figure shown after section 9-44.060.L of m unicipal code suggests a 1-foot additional
width on parking stall adacent to a column
and 2.5-feet additional width when adjacent
to a wall.We propose no additional width
when stall is adjacent to column and 1 foot
when stall is adjacent to a wall.

Item City Objective Design
Standards City Code Description Waiver Request Justification Proposed Design 20 OCPW Std 1107 Local street: 40' minimum curb to curb with 8' sidewalk+parkway both sides
Modify to match
City of Irvine
Private Way
A reduced street width of 26' curb to curb will allow the development to meet the required density. Without this waiver this project would be physically infeasible. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing. 26' curb to curb with sidewalk on one side
proposed.
21 OCPW Std 1107 Guard gate: 40' curb to curb with 8' sidewalk+parkway both sides; 100' minimum stacking distance
Modify to match
City of Irvine
Private Way,
reduce stacking
distance to 70'
A reduced minimum stacking distance is required to make this project physically feasible. A waiver is needed to construction this project. Kingsbarn - SFD: 26' curb to curb with sidewalk on one side proposed. Matches
City of Irvine Private Way
Toll Brothers: 76' stacking distance
provided
22 LHMC 9-44.060.A.5 5' Sidewalk access width Reduce to 4' 5' sidewalk makes the required density infeasible. 4' minimum sidewalk with from Mill Creek and Ridge Route road and within the
project.
23 2.7.1.1
Short-Term Bicycle
Parking
Short-term bicycle parking shall be provided at a rate of one space per 10 dwelling units
Remove
requirement
A short term bicycle parking requirement makes the required density physically infeasible and a waiver is needed to construct this project.

We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

Kingsbarn - SFD: 21 bicycle spaces
required, none provided.

Toll Brothers: 5 bicycle spaces required,
none provided.
24 9-40.100
Fences, walls, and hedges
Perimeter tract walls which are adjacent to a public street shall have articulated planes by providing, at a minimum for every one hundred (100) feet of continuous wall, an eighteen (18) inch deep by eight foot long landscaped recession.

Walls should be constructed with pilasters provided at every change in direction, every five feet difference in elevation and at a minimum of every twenty-five (25) feet of continuous wall.

Fences, walls, and hedges within the front yard setback shall not exceed 42" in height. The height of retaining walls in the front yard shall be less than 30" in height. The total wall height, including the retaining wall, shall not be greater than 42"
Remove
requirement
A fence, wall and hedge requirement (9-40.100) makes the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

MSE planted wall proposed along street, no
landscaped recessions proposed.

No pilasters proposed.
54' high wall with 5' fence on top proposed
25 9-44.060
Design standards for
parking facilities
G(11) Where a parking lot abuts a residential use it shall be provided with an extensive buffer consisting of a minimum five foot wide planter and six foot high solid masonry wall/fence with screening vegetation planted in conjunction with the wall. Where the parking lot is across from a residential area, it shall be provided a landscaped berm and wall combination to screen the lot.

H. Paving shall be required for all permanent parking, access, and loading facilities. Decorative paving, colored concrete, and asphalt surfacing materials shall be used and shall conform to the city’s adopted standards and requirements.

Remove
requirement
The requirement will reduce the overall density such that the project is infeasible, and a waiver is needed to build the project as designed, including the affordable housing.

Tubular steel fence proposed around
parking lot
No enhanced paving proposed
19 Item City Objective Design
Standards City Code Description Waiver Request Justification Proposed Design 20 OCPW Std 1107 Local street: 40' minimum curb to curb with 8' sidewalk+parkway both sides
Modify to match
City of Irvine
Private Way
A reduced street width of 26' curb to curb will allow the development to meet the required density. Without this waiver this project would be physically infeasible. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing. 26' curb to curb with sidewalk on one side
proposed.
21 OCPW Std 1107 Guard gate: 40' curb to curb with 8' sidewalk+parkway both sides; 100' minimum stacking distance
Modify to match
City of Irvine
Private Way,
reduce stacking
distance to 70'
A reduced minimum stacking distance is required to make this project physically feasible. A waiver is needed to construction this project. Kingsbarn - SFD: 26' curb to curb with sidewalk on one side proposed. Matches
City of Irvine Private Way
Toll Brothers: 76' stacking distance
provided
22 LHMC 9-44.060.A.5 5' Sidewalk access width Reduce to 4' 5' sidewalk makes the required density infeasible. 4' minimum sidewalk with from Mill Creek and Ridge Route road and within the
project.
23 2.7.1.1
Short-Term Bicycle
Parking
Short-term bicycle parking shall be provided at a rate of one space per 10 dwelling units
Remove
requirement
A short term bicycle parking requirement makes the required density physically infeasible and a waiver is needed to construct this project.

We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

Kingsbarn - SFD: 21 bicycle spaces
required, none provided.

Toll Brothers: 5 bicycle spaces required,
none provided.
24 9-40.100
Fences, walls, and hedges
Perimeter tract walls which are adjacent to a public street shall have articulated planes by providing, at a minimum for every one hundred (100) feet of continuous wall, an eighteen (18) inch deep by eight foot long landscaped recession.

Walls should be constructed with pilasters provided at every change in direction, every five feet difference in elevation and at a minimum of every twenty-five (25) feet of continuous wall.

Fences, walls, and hedges within the front yard setback shall not exceed 42" in height. The height of retaining walls in the front yard shall be less than 30" in height. The total wall height, including the retaining wall, shall not be greater than 42"
Remove
requirement
A fence, wall and hedge requirement (9-40.100) makes the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

MSE planted wall proposed along street, no
landscaped recessions proposed.

No pilasters proposed.
54' high wall with 5' fence on top proposed
25 9-44.060
Design standards for
parking facilities
G(11) Where a parking lot abuts a residential use it shall be provided with an extensive buffer consisting of a minimum five foot wide planter and six foot high solid masonry wall/fence with screening vegetation planted in conjunction with the wall. Where the parking lot is across from a residential area, it shall be provided a landscaped berm and wall combination to screen the lot.

H. Paving shall be required for all permanent parking, access, and loading facilities. Decorative paving, colored concrete, and asphalt surfacing materials shall be used and shall conform to the city’s adopted standards and requirements.

Remove
requirement
The requirement will reduce the overall density such that the project is infeasible, and a waiver is needed to build the project as designed, including the affordable housing.

Tubular steel fence proposed around
parking lot
No enhanced paving proposed
Item City Objective Design
Standards City Code Description Waiver
Request Justification Proposed Design
26 2.3.1.2
Floor to Floor Height of
Active Uses
Ground floor shall have a minimum floor-to floor height of 12' Reduce to 10' The requirement will reduce the overall density such that the project is infeasible, and a waiver is needed to compensate to build the project as designed, including the affordable housing.
10'-1"
27 2.7.1.2
Long-Term Bicycle
Parking
At least one long-term bicycle storage space is required for each unit. 210 required
Reduce to 0.5/unit The requirement will reduce the overall density such that the project is infeasible, and a waiver is needed to compensate to build the project as designed, including the affordable housing.
120 long-term bicycle parking spaces
provided
28 3.1
Massing
Buildings shall employ the specified massing strategies of modulation, roof form, or projections
Remove
requirement
The requirement will reduce the overall density such that the project is infeasible, and a waiver is needed to compensate to build the project as designed, including the affordable housing.
29 3.2.1
Stepbacks
Buildings above 2 stories or 35' are required to have a minimum of 30% of the frontage stepped back a minimum of 10’.

Remove
requirement
This waiver is required to fully maximize the ability to utilize the square footage of the building footprint in the second and third floors to make up for the loss of overall square footage of market rate homes in building affordable housing.

No stepbacks proposed.
30 3.4.2
End Units
Any building with the Primary Façade and building entry facing a street or pathway perpendicular to a public street r.o.w., private street, or publicly accessible pathway shall meet the following standards:

1. The end unit of a building façade shall have a fenestration area greater than 10% of the façade area.

2. The end unit facing a street shall have at least one architectural projection that projects a minimum of eighteen 18” from the street facing façade.

Remove
requirement
The requirement will reduce the overall density such that the project is infeasible, and a waiver is needed to compensate to build the project as designed, including the affordable housing.
5% on the side elevation along a privvate
side street. Project complies on main two
frontages, along Mill Creek Drive & Ridge
route Drive
31 3.5.1
Window Alignment
Windows in opposing units, facing each other and located within 40 feet of each other, shall be offset by a minimum 20 feet.

Remove
requirement
Window Alignment and spacing from adjacent buildings make the required density physically infeasible and a waiver is needed to construct this project. The proposed reduced offset spacing allows us to achieve the higher density which will allow us to build affordable units.

Triplex units are 14' apart minimum; no
window offset proposed. Duplex units are 6'-
6" apart minimum, slight/no window offsets
for duplex units.
32 3.9.1
Entrance Types
Primary building entrances for all residential buildings shall face a public sidewalk or publicly accessible pathway.

Types of pedestrian entrance frontages specified shall be applied to buildings
Remove
requirement
Entrance Types make the required density physically infeasible and a waiver is needed to construct this project. The proposed changes to the sidewalk requirements to primary buiding entrances will allow us to achieve a higher density which will allow us to build affordable units.

One duplex unit and one triplex unit per
module face sideyards.

None of the listed entrance frontages
proposed.
33 3.9.3
Parking & Access
The garage door is required to be located a minimum of 1’ behind the primary façade.

Remove
requirement
Garage door requirement make the required density physically infeasible and a waiver is needed to construct this project. We need the additional acreage of developable site to maximize the number of residential units to be able to compensate for the loss of acreage of building affordable housing.

All duplex buildings have garage doors in
front of the primary façade.
34 MXU Zoning 9-30.040
Development Standards
65' maximum building height Increase to 85' The requirement will reduce the overall density and needed to compensate for building affordable housing. ±85-0"

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | INDEX

SHEET INDEX

TITLE SHEET

TARRAVITA MASTER WAIVER LIST

SHEET INDEX
CS 1
CS 1.1
INDEX
C1.0 - C1.6
C2.0 - C2.6
T.1.1 - T1.5
T1.6 - T1.7
F-1
F-2
EP 1.1
EP 1.2
EX
SP0
SP1
SP2
SP3
SP4
SP5
SP6
SP7
UA DUPLEX - LOT 3 - SFD, ATTACHED “D”

DUPLEX COVER SHEET

DUPLEX FRONT A PERSPECTIVE

DUPLEX FRONT B PERSPECTIVE

DUPLEX REAR PERSPECTIVE
DUPLEX FLOOR PLAN 1
DUPLEX FLOOR PLAN 2

DUPLEX COMPOSITE PLANS

DUPLEX CODE AND EGRESS ANALYSIS

DUPLEX SCHEME A ELEVATIONS

DUPLEX SCHEME A COLORS & MATERIALS

DUPLEX SCHEME B ELEVATIONS

DUPLEX SCHEME B COLORS & MATERIALS
UA DUET - LOT 1 - SFD, ATTACHED “A”

DUET COVER SHEET
DUET SCHEME 1 FRONT PERSPECTIVE
DUET SCHEME 2 FRONT PERSPECTIVE

DUET REAR PERSPECTIVE
DUET FLOOR PLAN 1
DUET FLOOR PLAN 2

DUET COMPOSITE PLANS
DUET SCHEME 1 ELEVATIONS
DUET SCHEME 2 ELEVATIONS

DUET CODE AND EGRESS ANALYSIS
DUET SCHEME 1 FRONT PERSPECTIVE - OPT. BALCONY
DUET REAR PERSPECTIVE - OPT. BALCONY
DUET FLOOR PLAN 1 - OPT. BALCONY
DUET FLOOR PLAN 2 - OPT. BALCONY
DUET COMPOSITE PLANS - OPT. BALCONY
DUET SCHEME 1 ELEVATIONS - OPT. BALCONY
DUET SCHEME 1 COLORS & MATERIALS
DUET SCHEME 2 COLORS & MATERIALS
DUET SCHEME 3 COLORS & MATERIALS
DUET SCHEME 4 COLORS & MATERIALS
CIVIL

EXISTING CONDITIONS PLAN

CONCEPTUAL GRADING AND DRAINAGE PLAN
VESTING TENTATIVE TRACT MAP LOTS 1- 4 (NO. 19401)

CONCEPTUAL SITE PLAN SECTIONS

PRELIMINARY FIRE ACCESS LAYOUT

FIRE ACCESS DETAILS AND NOTES

PHOTOMETRIC SITE PLAN

PHOTOMETRIC SITE PLAN

PLANNING

EXISTING CONDITIONS

ILLUSTRATIVE SITE PLAN

OVERALL SITE PLAN

PARTIAL SITE PLAN

PARTIAL SITE PLAN

PARTIAL SITE PLAN

PARTIAL SITE PLAN

PARTIAL SITE PLAN

TYPICAL PROTOTYPE
UA TRIPLEX - LOT 2 - SFD, ATTACHED “B” & “C”

TRIPLEX COVER SHEET
TRIPLEX FLOOR PLAN 1
TRIPLEX FLOOR PLAN 2
TRIPLEX FLOOR PLAN 3

TRIPLEX COMPOSITE PLANS

TRIPLEX CODE AND EGRESS ANALYSIS

TRIPLEX SCHEME A ELEVATIONS

TRIPLEX SCHEME A COLORS & MATERIALS

TRIPLEX SCHEME B ELEVATIONS

TRIPLEX SCHEME B COLORS & MATERIALS
2-PLEX COVER SHEET
2-PLEX FLOOR PLAN 2
2-PLEX FLOOR PLAN 3
2-PLEX COMPOSITE PLANS
2-PLEX SCHEME A ELEVATIONS
2-PLEX SCHEME A COLORS & MATERIALS
2-PLEX SCHEME B ELEVATIONS
2-PLEX SCHEME B COLORS & MATERIALS
A39
A40
A41
A42
A43
A44
A45
A46
A47
A48
A49
A50
A21
A22
A23
A24
A25
A26
A27
A28
A29
A30
A31
A32
A33
A34
A35
A36
A37
A38
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20

LANDSCAPE

OVERALL LANDSCAPE PLAN

LANDSCAPE PLAN

LANDSCAPE PLAN

LANDSCAPE PLAN

LANDSCAPE PLAN

LANDSCAPE PLAN

CORNER PARK
PARKS

COURTYARD

FENCE & WALL PLAN

FENCE & WALL ELEVATIONS

MONUMENT SIGNAGE & ENTRY FEATURE

MONUMENTSIGNAGE & ENTRY FEATURE

SUN/ SHADE STUDY

TRASH P/U EXHIBIT

CIRCULATION STUDY

SITE PESPECTIVE RENDERINGS

SITE PESPECTIVE RENDERINGS

SITE PESPECTIVE RENDERINGS

SITE PESPECTIVE RENDERINGS
3D MODEL PERSPECTIVE
3D MODEL PERSPECTIVE
3D MODEL PERSPECTIVE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23

SHEET INDEX
AO - LOT 4 - MULTIFAMILY

PROJECT DATA

SITE PLAN

WASTE PLAN

EGRESS & AREA SEPARATION

EGRESS & AREA SEPARATION

EGRESS & AREA SEPARATION
BASEMENT & LEVEL 1
LEVEL 2 & LEVEL 3-4
LEVEL 5 & ROOF PLAN

UNIT PLANS

BUILDING SECTIONS

MULTIFAMILY AVERAGE GRADE EXHIBIT

BUILDING ELEVATIONS

COLOR & MATERIAL

ARTIST RENDERING
G1.0
A1.0
A1.1
A1.2
A1.3
A1.3A
A1.4
A1.5
A1.6
A2.0
A3.0
A3.1
A4.0
A5.0
A6.0

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | EX
NORTH
0 50 100
1”= 50’-0” SCALE

EXISTING CONDITIONS

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP0
NORTH
0 50 100
1”= 50’-0” SCALE

ILLUSTRATIVE SITE PLAN

PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
UP
UP
UP
UP
PU
UP
PU
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 1312
1110
9 8
7 6
5 4
3 2
1 UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
61 51
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 51 41 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
61 51
41 31
21 11
01 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 51 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
161514 131211 109
8 7
6 5
4 3
2 1
UP
1211109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
15 16 13 14
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
PU
61 51
41 31
12 11
10 9
8 7
6 5
4 3
2 1
PU
21 11
01 9
8 7
6 5
4 3
2 1
16 51 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
161514
13 12
11 10
9 8
7 6
5 4
3 2
1 UP
12 11
109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
30 48
SIDE
APPROACH +54" MAX. A.F.S.

APOLLO A500 SSL

COMPACTOR
30 48
SIDE APPROACH +54" MAX. A.F.S.

S GE I TO 3N
3/ B L 0 350 PM F 50
5'-6" PIT
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL

NO PIT LADDER RECESS REQ'D
OTIS GEN3 3500 LB / 350 FPM
5'-6" PIT
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL

NO PIT LADDER RECESS REQ'D
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
(30,492 SF)
N.A.P.

PU
PU
UP
UP
DW
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
E.V.A

MAIL MAIL MAIL

MAIL MAIL MAIL

MAIL MAIL MAIL
LOT A
LOT 1
LOT D
LOT 3

MAIL MAIL MAIL
Paws
Table
Crawl
Tunnel
Weave
Posts
Hoop
Jump

MAIL MAIL MAIL
LOT 2
LOT C
E.V.A
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
OVERALL SITE PLAN | S1
0 1"=50'-0"SCALE
50 100
NORTH

PLANTABLE MSE

RETAINING WALL

CORNER PARK

ENTRY DRIVE

EXISTING SLOPE &

RETAINING WALL

PLANTABLE MSE

RETAINING WALL

PLANTABLE MSE

RETAINING WALL
EVA

ENTRY DRIVE
EVA

VEHICULAR ENTRY

GATE FEATURE

SIGNAGE

MONUMENT

SIGNAGE

MONUMENT

SIGNAGE

MONUMENT
26'
26' 26'
20'
26'
26'
20'-0"
9' 9' 9' 9'
26'
20'
26'
26'
26'
26'
26'
26'
26'
13'
13'
24'
18'
18'
18'
13'-2"
26'
14'
11'
12'
14'
14'14'
14' 14' 14'
6'
13'-8"
SEE SHEETS SP2 TO SP6 FOR 20 SCALE

ENLARGEMENT PLANS

ADA PATH OF TRAVEL
28'
28'
20'
28'
20'
28'
20'
9'
28'
20'
9'
9'
13'-8"
26'
12'
12'
16'
16'
16'
16'
12'
16'
12'
16'
12'
16'
12'
16'
12'
16'
12'

PLANTABLE MSE

RETAINING WALL

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP1
NORTH
0 50 100
1”= 50’-0” SCALE

OVERALL SITE PLAN

UP
10111213141516
1 23
4 56789
UP
101112
1 23456789
16 15 14 13
UP
10111213141516
1 23
4 56789
UP
101112
1 23456789
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
13 14 15 16
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
12 11
10 UP
9 8
7 6
5 4
3 2
1 16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
9 10
8 7
6 5
4 3
2 1
UP
12 11
9 10
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
41 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
20'-0"

DRAINAGE

EASEMENT
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
9 10
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
9 10
8 7
6 5
4 3
2 1
UP
12 11
9 10
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 1
13 14
5 12
11 10
9 8
7 6
5 4
3 2
1 UP
1 10
11 2
9 8
7 6
5 4
3 1
2 16 15 14 13
TYP.
6'-6"
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
13 14 15 16
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
13 14 15 16
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
13 14 15 16
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
30'-0"
76'
MAIL
MAIL
MAIL
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
PARTIAL SITE PLAN | SP2
0 20 40
1"=20'-0"SCALE NORTH
SEE SHEET SP5 SEE SHEET SP3

PLANTED MSE WALL
(26' HIGH MAX -

REFER TO PLANS BY CIVIL

ENGINEER)

GATED ENTRY

MILL CREEK DRIVE

MILL CREEK DRIVE

PROJECT

MONUMENT

SIGNAGE

MAILBOXES
SP2
SP3 SP4
SP5 SP6
KEYMAP
10'-6"10'-6"
10'-6"
10'-3"
10'-3"
13'
13'
6'-6"
TYP.
6'-6"
TYP.
6'-6"
TYP.
6'-6"
TYP.
31'-1"
29'-3"
10' BLDG.

SETBACK
17'-6"
6'-6"
TYP.
6'-6"
TYP.
6'-6"
TYP.
22'-0"
26'-0"
4' 4'
24'-0"
18'-0"18'-0"
18'-0"
26'-0"
4'
26'-0"
18'-0"
4'
18'-0"
26'-0"
6'-6"
TYP.
6'-6"
TYP.
6'-6"
TYP.
7'-1"
8'-2"
7'-1"
7'-0"
7'-0"
6'-0"
4'-0"
4'
4'-0"

ADA PATH OF TRAVEL
9'-0"
18'-0"
9'-0"

EXISTING SIDEWALK

TO REMAIN (ADA

PATH OF TRAVEL)

EXISTING SIDEWALK

TO REMAIN

PROPERTY LINE

PROPERTY LINE

PERIMETER WALL
5'

SIDEWALK

LANDSCAPE
BUFFER
(VARIES - 6' TYP.)
BLDG. SETBACK LINE

LANDSCAPE
BUFFER
(VARIES - 6' TYP.)
5'

SIDEWALK

PROPERTY LINE

PERIMETER WALL

PROPERTY LINE

EXISTING SIDEWALK

TO REMAIN (ADA

PATH OF TRAVEL)

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP2
NORTH
0 20 40
1”= 20’-0” SCALE

PARTIAL SITE PLAN

UP
UP
UP
UP
UP
UP
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
26'-0"
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
1 18'-0"
6'-6"
TYP.
6'-6"
TYP.
16 UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PLAN 3
PLAN 1
PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1

MAIL MAIL MAIL
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
PARTIAL SITE PLAN | SP3
0 20 40
1"=20'-0"SCALE NORTH

PLANTED MSE WALL
(REFER TO PLANS BY

CIVIL ENGINEER

FOR OVERALL HEIGHT)
SEE SHEET SP4
SEE SHEET SP1
SEE SHEET SP5

EXISTING

RETAINING WALL

EXISTING RESERVOIR
L2
L3 L4
L5 L6
KEYMAP
26'-0"
11'-1"
26'-0"
8'-0"
7'-10"
26'-0"
4'
4'

ADA PATH OF TRAVEL
10'-5"
9'-4"
9'-2"
8'-2"
7'-6"
9'-7"
7'-8"
19'-9"
11'-6"
8'-0"
12'-5"
9'-7"
7'-2"

PLANTED MSE WALL
(REFER TO PLANS BY

CIVIL ENGINEER

FOR OVERALL HEIGHT) PROPERTY LINE

PLANTED MSE WALL
(REFER TO PLANS BY

CIVIL ENGINEER

FOR OVERALL HEIGHT)

PLANTED MSE WALL
(REFER TO PLANS BY

CIVIL ENGINEER

FOR OVERALL HEIGHT)
7'-6"
8'-4"
8'-9"
8'-4"

PROPERTY LINE
8'-4"
10'-10"
20'-0"
130'-5"
15'-3"
10'-0"
10'-0"
7'-6"
10'-8"
10'-10"
11'-3"
11'-11"
7'-6"
9'-4"
7'-6" 7'-6" 8'-0"
11'-3"
16'-9"
7'-6"
7'-9"
7'-7"
7'-8"
7'-7"
7'-7"
7'-9"
7'-8"
9'-1"
10'-11"
11'-6"
10'-8"
8'-4"
8'-5"
8'-10"9'-9"

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP3
NORTH
0 20 40
1”= 20’-0” SCALE

PARTIAL SITE PLAN

UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
UP
DW
UP
UP UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
UP
PLAN 3
PLAN 1
PLAN 3
PLAN 3
PLAN 1
PLAN 3
PLAN 1
PLAN 3
PLAN 1

MAIL MAIL
MAIL

MAIL MAIL
MAIL
MAIL
MAIL
MAIL
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
PARTIAL SITE PLAN | SP4
0 20 40
1"=20'-0"SCALE NORTH
SEE SHEET SP3
SEE SHEET SP5
SEE SHEET SP6

EXISTING RESERVOIR

PLANTED MSE WALL
(REFER TO PLANS BY

CIVIL ENGINEER

FOR OVERALL HEIGHT)

PLANTED MSE WALL
(REFER TO PLANS BY

CIVIL ENGINEER

FOR OVERALL HEIGHT)
SP2
SP3 SP4
SP5 SP6
KEYMAP
26'-0"
26'-0"
7'-8"
11'-1"
7'-9"
11'-10"
7'-5"
14'-5"
7'-2"
11'-5"
10'-11"
7'-6"
10'-4"
8'-1"
9'-6"
7'-7"
10'-10"
10'-10"
10'-5"
7'-6"
7'-6"
10'-2"
7'-6"
9'-9"
7'-6"
7'-6"
7'-6"
10'-0"
18'-0"
7'-6"
4'
4'

ADA PATH OF TRAVEL
4'
4'
4'
4'
4'
7'-6"
10'-2"
16'-10"
19'-3"
7'-6" 7'-6" 7'-6" 18'-6"
14'-9"
10'-0"
10'-0"
10'-5"
7'-6"
8'-4"
11'-3"
7'-7"
12'-4"
7'-8"
7'-6"
7'-6"
12'-3"
11'-9"
11'-9"
25'-0"
10'-1"
7'-6"

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP4
NORTH
0 20 40
1”= 20’-0” SCALE

PARTIAL SITE PLAN

PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
24'-0"
18'-0"
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
(30,492 SF)
N.A.P.

UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1

MAIL MAIL MA

MAIL MAIL MAIL
IL
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
PARTIAL SITE PLAN | SP5 0 20 40
1"=20'-0"SCALE NORTH

MILL CREEK DRIVE
SEE SHEET SP3
SEE SHEET SP6
SEE SHEET SP4
EXISTING BLDG.
(N.A.P.)
SP2
SP3 SP4
SP5 SP6
KEYMAP
26'-0"
26'-0"
20'-0"
12'-7"12'-7"12'-7"
9'-0" 9'-0" 9'-0" 9'-0" 6'-11"
12'-9" 12'-10"
13'-6"
12'-9"
12'-0"
12'-9" 12'-8"
14'-0"
20'-0"
15'-8"
9'-0"
5'-5"
SEE SHEET SP2

PARKING LOT FOR
EXISTING BLDG.
(N.A.P.)

ADA PATH OF TRAVEL
8'
28'-0"
16'-6"
9'-0"
26'-0"
20'-0"
9'-0"9'-0"
12'-0"
12'-0"
20'-0"
28'-0"
7'-2"7'-2"7'-2"
39'-10"
12'-10"
28'-0"
20'-0"
20'-0"
28'-0"
20'-0"
28'-0" 28'-0"
20'-0"
28'-0"
20'-0"
20'-0"
28'-0"
9'-6"9'-6"
9'-6"9'-6"
13'-8"
12'-0"
12'-0"
12'-0"
12'-0"
13'-8"
11'-7"11'-7"11'-7"11'-7"
12'-0"12'-0"12'-0"12'-0"
13'-6"
6'-11"6'-11"
13'-11"
6'-6"
12'-9"
14'-0"
12'-0"
28'-0"
20'-0" 20'-0"
28'-0"

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP5
NORTH
0 20 40
1”= 20’-0” SCALE

PARTIAL SITE PLAN

BEDROOM 1'-4" -7"x1 10'
STR
120 CF
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA.
30 48
SIDE
APP
ROAC
H
+54" MAX. A.F.S.
30" DIA.

APOL
L
O A
5 0
0 S
S
L

COMPACTOR
30" DIA.
30 48
SIDE

APPROACH
+5
4 "
M
AX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
Q. FT. 81 S
LOBBY
OTIS GEN3
3500 LB / 350 FPM T 5'-6" PI
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL
NO PIT LADDER RECESS REQ'D EXHAUST 81 SQ. FT.

NO

PARKING
OTIS GEN3
PM
F 350 / LB 0
0 35
PIT 6"
- 5'
UN
R ER OV 7"
- 3'
1 R CL EIGHT -9" CAB H 7'
EL
V TRA X. 100' MA

S REQ'D ECES R R

E DD LA NO PIT
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STAL
L

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000

RAMP UP

RAMP UP
<5.00%

RAMP DN
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
DN
UP DN
CB CB
LIVING
ROOM
11'-6"x14'-3"
BEDROOM 10'-7"x11'-4"
DINING
ROOM
BATH
W.I.C.

PATIO
7'-7"x5'-4"
BEDROOM 11'-0"x12'-6"
STR
120 CF
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
PARTIAL SITE PLAN | SP6 0 20 40
1"=20'-0"SCALE NORTH SP2
SP3 SP4
SP5 SP6
KEYMAP

MILL CREEK DRIVE

RIDGE ROUTE DR
SEE SHEET SP4
SEE SHEET SP5
EXISTING BLDG.

CALL BOX

VEHICULAR

GATE ENTRY

RIDGE ROUTE DR

MILL CREEK DRIVE

SEE ABOVE RIGHT

SEE BELOW
26'
26'
26'
14'-0" 14'-0" 14'-0"
6'
17'-0"
18'-2"
26' 15'
4'
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R17'-0" R16'-0"
R16'-0"
R17'-0"
13'
5'-11"
10'-0"
9'-5"
26'
11'-2"
12'-3"
26'
32'
13'

CORNER PARK
4' 4'

ADA PATH OF TRAVEL
5'-0"
5'-0"

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP6
NORTH
0 20 40
1”= 20’-0” SCALE

PARTIAL SITE PLAN

UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN A PLAN B

A/C A/C A/CA/C A/C A/C

A/C A/C A/C A/C A/C A/C
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
TYPICAL PROTOTYPE | SP7
0 20 40
1"=20'-0"SCALE

6.5'
4'
4'
3'
18'-0"
VARIES
9' TO 14'

6.5'
4'
4'

4.5'
4'

6.5'
18'-8"
VARIES
10'-0" TYP.
14'-0"
4'
3'
4'
13'-8"16'-2"12'-0"
26' FIRE LANE
4' WALK

TYPICAL DUET LAYOUT
(UA SINGLE FAMILY ATTACHED "A")

TYPICAL DUPLEX LAYOUT
(UA SINGLE FAMILY ATTACHED "C")

TYPICAL TRIPLEX LAYOUT
(UA SINGLE FAMILY ATTACHED "B")
VARIES
10'-0" TYP.

PLAN 'A'

PRIVATE YARD

PLAN 'B'

PRIVATE YARD

PLAN 'A'

PRIVATE YARD

PLAN 'B'

PRIVATE YARD

PLAN 'A'

PRIVATE YARD

PLAN 'B'

PRIVATE YARD

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | SP7
0 20 40
1”= 20’-0” SCALE

TYPICAL PROTOTYPE

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L1
NORTH
0 50 100
1”= 50’-0” SCALE

OVERALL LANDSCAPE PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L2
NORTH
0 20 40
1”= 20’-0” SCALE

LANDSCAPE PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L3
NORTH
0 20 40
1”= 20’-0” SCALE

LANDSCAPE PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L4
NORTH
0 20 40
1”= 20’-0” SCALE

LANDSCAPE PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L5
NORTH
0 20 40
1”= 20’-0” SCALE

LANDSCAPE PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L6
NORTH
0 20 40
1”= 20’-0” SCALE

LANDSCAPE PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L7
NORTH
0 10 20
1”= 10’-0” SCALE

CORNER PARK

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L8
NORTH
0 10 20
1”= 10’-0” SCALE
PARKS

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L9
NORTH
0 10 20
1”= 10’-0” SCALE

COURTYARD

PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
UP
UP
UP
UP
PU
PU
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
1615 14
13 12
1110
9 8
7 6
5 4
3 2
1 UP
12 11109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
21 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
01 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
161514 131211 109
8 7
6 5
4 3
2 1
UP
1211109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
15 16 13 14
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
61 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
21 11
10 9
8 7
6 5
4 3
2 1
16 15 41 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
1615 141312
1110
9 8
7 6
5 4
3 2
1 UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA.
30 48
SIDE
APPROACH +54" MAX. A.F.S.
30" DIA.

APOLLO A500 SSL

COMPACTOR
30" DIA.
30 48
SIDE
APPROACH +54" MAX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
81 SQ. FT.

LOBBY
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL
NO PIT LADDER RECESS REQ'D EXHAUST 81 SQ. FT.

NO

PARKING
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT
13'-7" OVERRUN 7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL

NO PIT LADDER RECESS REQ'D
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000

RAMP UP

RAMP UP
<5.00%

RAMP DN
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
DN
UP DN
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
(30,492 SF)
N.A.P.

PU
PU
UP
UP
DW
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PU
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1

MAIL MAIL MAIL

MAIL MAIL MAIL

MAIL MAIL MAIL

MAIL MAIL MAIL

MAIL MAIL MAIL
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
0 1"=50'-0"SCALE
50 100
NORTH

FENCE AND WALL LEGEND
SPLIT FACE BLOCK WALL (6'-0" TALL) - NOTE: HOMEOWNER'S SIDE TO BE PRECISION COMBO TUBULAR STEEL FENCE WITH BLOCK WALL (5'-6" TOTAL HEIGHT) TUBULAR STEEL (5'-6" TALL) ON TOP OF PLANTABLE MSE RETAINING WALL TUBULAR STEEL (6'-0" TALL)
LOT FENCING (6'-0" TALL) HIGH PRIVACY STYLE VINYL FENCE. COLOR TO BE WHITE DOG PARK FENCE (42" TALL)

SIDE YARD ACCESS GATE LOCATION

PLANTABLE MSE RETAINING WALL - SEE PLANS BY CIVIL ENGINEER

PLANTABLE MSE

RETAINING WALL

PLANTABLE MSE

RETAINING WALL

EXISTING

RETAINING WALL

PLANTABLE MSE

RETAINING WALL

VEHICULAR
ENTRY

GATE FEATURE
(SEE ELEVATION
ON SHEET L-13)

VEHICULAR ENTRY

GATE FEATURE
(SEE ELEVATION
ON SHEET L-14)

EVA GATE
(SEE ELEVATION

ON SHEET
L-11) SIGNAGE

MONUMENT
(SEE

ELEVATION

ON SHEET
L-14)

SIGNAGE

MONUMENT
(SEE

ELEVATION

ON SHEET
L-14)

SIGNAGE

MONUMENT
(SEE ELEVATION
ON SHEET L-13)
N.A.P.

FENCE & WALL PLAN | L10

EVA GATE
(SEE ELEVATION

ON SHEET
L-11)

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L10
NORTH
0 50 100
1”= 50’-0” SCALE

FENCE & WALL PLAN

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L11
0 2 4
1/2”= 1’-0” SCALE

FENCE & WALL ELEVATIONS

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 MONUMENT SIGNAGE & ENTRY FEATURE | L12

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 MONUMENT SIGNAGE & ENTRY FEATURE | L13

LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 01 | 15 | 24

TERRAVITA
SUN / SHADE STUDY | L15

MARCH JUNE SEPTEMBER DECEMBER
9:00 AM
12:00 PM
3:00 PM
NORTH
9:00 AM 9:00 AM 9:00 AM
12:00 PM 12:00 PM 12:00 PM
3:00 PM 3:00 PM 3:00 PM

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L14
NORTH

SUN/ SHADE STUDY

PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
PLAN B

PLAN A UP
UP
PLAN B
PLAN A
UP
UP
PLAN B

PLAN A UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
PU

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN B PLAN A UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
PU
PU
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15141312
1110
9 8
7 6
5 4
3 2
1 UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 151413 121110
9 8
7 6
5 4
3 2
1 UP
12 11109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
15 16 13 14
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 51
14 13
12 11
01 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 31
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 1312
11 10
9 8
7 6
5 4
3 2
1 UP
1211
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA.
30 48
SIDE
APPROACH +54" MAX. A.F.S.
30" DIA.

APOLLO A500 SSL COMPACTOR
30" DIA.
30 48
SIDE APPROACH +54" MAX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
81 SQ. FT.

LOBBY
OTIS GEN3
3 0 LB / 0 35 50 FPM
" -6' 5 T PI
ERRUN OV " 7'- 13
GH EI CAB H " 9-' 7 CLR T
100' MAX. TRAVEL
NO PIT LADDER RECESS REQ'D EXHAUST 81 SQ. FT.

NO

PARKING
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL

RECE R DDE A IT L O P N D' REQ SS
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000

RAMP UP

RAMP UP
<5.00%

RAMP DN
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
DN
UP DN

MILL CREEK DRIVE

RIDGE ROUTE DRIVE

EXISTING SLOPE

EXISTING SLOPE

EXISTING SLOPE

EXISTING RESERVOIR

EXISTING PARKING SPACES

EXISTING PARKING SPACES
OPEN
SPACE
LOT A

EXISTING

BUILDING
(N.A.P.)

EXISTING

BUILDING
(N.A.P)

EXISTING

BUILDING
(N.A.P.) LOT 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT D
LOT 3
LOT 4
LOT B
(30,492 SF)
N.A.P.

UP
PU
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
DW
UP
UP

PLAN B PLAN A UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
OCFA

FIRE HAMMERHEAD
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
PU
UP

PLAN B PLAN A
PU
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
PU
UP

PLAN B PLAN A
UP
PU

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
PU

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
OCFA

FIRE HAMMERHEAD
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
LOT C
E.V.A

MAIL MAIL MAIL

MAIL MAIL MAIL

MAIL MAIL MAIL
LOT A
LOT 1
LOT D
LOT 3

MAIL MAIL MAIL
Paws
Table
Crawl
Tunnel
Weave
Posts
Hoop
Jump

MAIL MAIL MAIL
LOT 2
LOT C
E.V.A
Trash t y Rc re le c sop m
Coc t
Trash t ycle c
Rre sop m
Coc t
Trash t e cl cy
Rre sop m
Coc t
Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost
Tas rt h
Rrecycle Com c op t s
Th ras t Rcy er e cl Cso comp t
Ttrash Rrecycle Ccompost Ttrash Rrecycle CcompostTtrash C recycleR compostTtrash C recycleR compost T compost C recycleR trash Ttrash C recycleR T compost
R trash C recycle compost
Ttrash Rrecycle Ccompost
Tash rt
Rcy er le c
Ccompost
Tash rt Rc re cl y e C
mp oc so t
Trash t Recy r le c Comp c ost
Tas rt h
Ryc rec el Compo c t s
Tsh rat Recycle r ost mp
Cco Trash t
Rel cyc re
C t sop com
Ttrash Rrecycle Ccompost
Tash tr el cyc
Rre mpo
Coc t s Th ras t cle Rrecy Ccomp st o
Trash t Rrecycle
C sop moc t Ttrash cycle
Rer C st o mp oc
Ttrash e cl cy
Rre ost p m
Coc
Th ras t Recycle r C
mp co st o
Trash t Rycle cer ost p m
Coc Trash t
Rrecycle t sop Ccom
Tsh atrRe cycl re
C so comp t
Ttrash Re cycl re
Ccompost Ttrash Rc ecy r le Csop moc t Ttrash e cl cy
Rre st op Ccom Trash t cle Rrecy sop m
Coc t Tsh rat cle Rrecy sop m
Coc t
Tsh art cle Rrecy sop m
Coc t
Trash t cyc
Rer le so mp
Coc t
Tsh rat y Rc re le c C
mp oc st o Trash t cycle
Rer mp
Cco st o Trash t el cyc
Rre sop m
Coc t
Trash t cle Rrecy sop m
Coc t
Ttrash cyc
Rer le sop m
Coc t Trash t cle Rrecy Csop moc t Ttrash ycle
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Coc t Trash t ycle c
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Coc t
Tsh atr ycl Rrec e mpos
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Tas rt h Rre yc c le Compos c t aTrt sh Rrecyc el Coc mpost Trat hs
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Ttrash re
Rcycle comp
Cost
Ttrash re
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T compost
C recycle
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T R trash C recycle compost
T R trash C recycle compost T R trash
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C
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Ttrash re
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Cost
Ttrash re
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Cost
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T R trash
C recycle compost
Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost
Ttrash Rrecycle Ccompost
Trash t cycle
Rer sop m
Coc t
Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash Rrecycle Ccompost
Ttrash Rrecycle Ccompost
Ttrash Rrecycle CcompostTtrash Rrecycle Ccompost Ttrash Rrecycle Ccompost Ttrash R compost C recycle T compostC recycleR trash
Ttrash Rrecycle Ccompost
Ttrash Rrecycle Ccompost
T compostC recycleR trash
trashT
recycle
R
compost
C
Ttrash R compostC recycle Ttrash R compostC recycle
Ttrash
Rrecycle Ccompost
T compostC recycleR trash T compost
C recycleR Ttrash compostC recycle
R Ttrash compostC recycleR trash T compost
C recycleR trash T compostC recycleR trash Ttrash R compostC recycle T compost C recycleR trash Ttrash Rrecycle Ccompost T compost
C recycleR trash T compostC recycleR trash Ttrash Rrecycle Ccompost T compostC recycleR trash Ttrash Rrecycle Ccompost T compost C recycleR trash Ttrash R compost
C recycle Ttrash R compost
C recycle
Ttrash
Rc re cl y e Com c po t s
Th ras t Rycle c re Cso mp oc t
trashT
recycle
R
compost
C tras
Th recy
Rcle com
Cpost
trash
T recy
Rcle comp
Cost
TRASH P/U EXHIBIT | L15
0 1"=50'-0"SCALE
50 100
NORTH
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA

TRASH TRUCK PICK UP

CIRCULATION

TRASH TRUCK ROUTE
TO MULTI-FAMILY BLDG.
(TRASH ENCLOSURES TO

BE STORED IN THE

PARKING STRUCTURE -
LEVEL 1)
REFER TO SHEET A1.3

FOR TRASH TRUCK

MANEUVERABILITY IN

THIS AREA

TRASH TRUCK PICK UP

CIRCULATION

TRASH TRUCK

PICK UP

CIRCULATION
T
trash
R
compost
C
recycle
LEGEND

ORGANIC RECYCLE TRASH
12" 12"
NOTES:
· 3 BINS PER UNITS
· BINS TO BE STORED IN THE UNIT'S GARAGE (@ TRIPLEX)
· BINS TO BE STORED N THE UNIT'S REAR-YARD (@ DUET &

DUPLEX)
· 128 TOTAL BINS (64 COMPOST, 64 RECYCLE & 64 TRASH)
SHOWN ALONG THE LOOP ROAD AT LOT 1-DUET SITE ON
TRASH PICK UP DAY (3 BINS PER UNIT).
· 508 TOTAL BINS (254 COMPOST, 254 RECYCLE & 254 TRASH) SHOWN ALONG THE LOOP ROAD AT LOT 2 (DUPLEX) AND
LOT 3 (TRIPLEX) ON TRASH PICK UP DAY (3 BINS PER UNIT). · COMMON TRASH ENCLOSURE ARE PROVIDED AT THE
MULTI-FAMILY BUILDING. TRASH ENCLOSURES ARE

LOCATED ON THE FIRST LEVEL OF THE PARKING
STRUCTURE - SEE SHEET A1.3 (MULTI FAMILY WASTE PLAN)

FOR ADDITIONAL DETAILS

TRASH TRUCK PICK-UP
ROUTE
TRASH BIN PICK UP LOCATION (TYP.)
NOTE: BINS TO BE LOCATED IN-FRONT OF
THE UNIT'S OWN GARAGE ONLY.

TRASH BIN PICK UP LOCATION (TYP.)
NOTE: BINS TO BE LOCATED IN-FRONT OF
THE UNIT'S OWN GARAGE ONLY.

TRASH BIN PICK UP LOCATION (TYP.)
NOTE: BINS TO BE LOCATED IN-FRONT OF
THE UNIT'S OWN GARAGE ONLY.

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L15
NORTH

TRASH P/U EXHIBIT
0 50 100
1”= 50’-0” SCALE

PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
PLAN B

PLAN A UP
UP
PLAN B
PLAN A
UP
UP
PLAN B

PLAN A UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
PU
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN B PLAN A UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
PU
PU
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
161514
1312
1110
9 8
7 6
5 4
3 2
1 UP
1211
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
61 51
41 13
21 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 31
21 11
01 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 41 31
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
161514 13
12 11 109
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
15 16 13 14
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
41 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
21 11
10 9
8 7
6 5
4 3
2 1
16 15 14 31
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 1312
11 10
9 8
7 6
5 4
3 2
1 UP
12 11 109
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA.
30 48
SIDE
APPROACH +54" MAX. A.F.S.
30" DIA.

APOLLO A500 SSL

COMPACTOR
30" DIA.
30 48
SIDE APPROACH +54" MAX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
81 SQ. FT.

LOBBY
S G I OT 3 EN
350 / B L 00 35 M FP
5'-6" PIT
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL

NO PIT LADDER RECESS REQ'D EXHAUST
81 SQ. FT.

NO

PARKING
OTIS GEN3 3500 LB / 350 FPM
5'-6" PIT
13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL

NO PIT LADDER RECESS REQ'D
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000

RAMP UP

RAMP UP
<5.00%

RAMP DN
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
DN
UP DN

MILL CREEK DRIVE

RIDGE ROUTE DRIVE

EXISTING SLOPE

EXISTING SLOPE

EXISTING SLOPE

EXISTING RESERVOIR

EXISTING PARKING SPACES

EXISTING PARKING SPACES
OPEN
SPACE
LOT A

EXISTING

BUILDING
(N.A.P.)

EXISTING

BUILDING
(N.A.P)

EXISTING

BUILDING
(N.A.P.) LOT 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT D
LOT 3
LOT 4
LOT B
(30,492 SF)
N.A.P.

UP
UP
PLAN B
PLAN A
UP
PU
PLAN B
PLAN A
DW
UP
UP

PLAN B PLAN A UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
OCFA

FIRE HAMMERHEAD
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
PU

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
OCFA

FIRE HAMMERHEAD
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
LOT C
E.V.A

MAIL MAIL MAIL

MAIL MAIL MAIL

MAIL MAIL MAIL
LOT A
LOT 1
LOT D
LOT 3

MAIL MAIL MAIL
Paws
Table
Crawl
Tunnel
Weave
Posts
Hoop
Jump

MAIL MAIL MAIL
LOT 2
LOT C
E.V.A
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
PARKING CIRCULATION STUDY | L16
0 1"=50'-0"SCALE
50 100
NORTH

FIRE & TRASH TRUCK

CIRCULATION

FIRE & TRASH
TRUCK

CIRCULATION

FIRE & TRASH TRUCK

CIRCULATION

TRASH TRUCK ROUTE
TO MULTI-FAMILY BLDG.
(TRASH ENCLOSURES TO

BE STORED IN THE

PARKING STRUCTURE -
LEVEL 1)
REFER TO SHEET A1.3

FOR TRASH TRUCK

MANEUVERABILITY IN

THIS AREA
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R30'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"
R20'-0"

PARKING / CIRCULATION LEGEND
ON-STREET PARALLEL PARKING SPACE (8' X 22' TYP.)
ON-STREET PERPENDICULAR PARKING SPACE (9' X 18' TYP.)
EXISTING PERPENDICULAR PARKING SPACES FOR THE ADJACENT BLDGS.

BOTH TRASH AND FIRE TRUCK CIRCULATION ROUTE

TRASH TRUCK CIRCULATION ROUTE ONLY (SEE TRASH PICK-UP EXHIBITS FOR ADDITIONAL INFORMATION)

FIRE TRUCK CIRCULATION ROUTE ONLY (SEE FIRE ACCESS PLANS FOR ADDITIONAL INFORMATION) 26'
26' 26' 26'
26'
20'-0"
26'
26'
26'
26'
26'
26'
26'
13'
13'
24'
18'
26'
76'

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 | L16
NORTH

CIRCULATION STUDY
0 50 100
1”= 50’-0” SCALE

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25 SITE PERSPECTIVE RENDERINGS | L17 PLAN 3 PLAN 2 PLAN 1 PLAN 3 PLAN 2 PLAN 1 UP

UP PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
U
P
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
UP
U
P
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
P
U
P
U
PLAN B
PLAN A
P
U
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP

UP PLAN B
PLAN A
UP
UP

PLAN A PLAN B
UP
U
P
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
PLAN B
PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
P
U
P
U
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
1615
141312
1110
9 8
7 6
5 43
2 1
UP
1211 10
9 8
7 6
5 4
3 2
1 16
15 14
13 UP
16 15
14 13
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
1413
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 32
1 16
15 14
13 UP
161514131211109
87 6
54 3
2 1
UP
1211109
8 76
5 43
2 1
16 15
14 13
UP
16 15 14
131211
10987654321
UP 1211 10987654321 16 15 14 13
UP
16 15
14 1312
11 10
9 8
7 6
5 4
3 2
1 UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
1615 14
312111 019
876
54321
PU
2111 1098
7654321 16 15
14 31 UP
16 15
14 13
12 11
109 876
54 32
1 UP
121110987
65432
1 16 15 14 13
UP
1615 14
31 2111
0198
765
43 21
PU
1211 10987
654321 16 51 41 31
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP16151413121110987654321 UP
12 1110987654321 16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 1514
13 121
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 11
109 87 65 4321
UP
1211109 8 7654321 15 16 13 14
UP 1615141312111098 7654321 UP 121110987654321 16 15 14 13 UP 161514 1312 11 1098765432
1 UP
12111098765
4321 16
15 14
13 UP
1615 14 1312111098
765
43 2
1 UP
1211 109876
54321 16
15 14
13 UP
61 15
14 13
1211
1098 76
543
2 1
UP
12 110198765432
1 16
51 41 31 UP
1615
14 13
121
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
1615
1413
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
1413
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA. 30
48 SIDE APPROACH +54" MAX. A.F.S.
30" DIA.

APOLLO A500 SSL COMPACTOR
30" DIA. 30
48 SIDE APPROACH +54" MAX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
81 SQ. FT.

LOBBY
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT 13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL NO PIT LADDER RECESS REQ'D EXHAUST 81 SQ. FT.

NO

PARKING
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT 13'-7" OVERRUN 7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL NO PIT LADDER RECESS REQ'D
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###
E
V
STA
L
L

EV RECE
PTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000

RAMP UP

RAMP UP
<5.00%

RAMP DN
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
DN
UP DN

MILL CREEK DRIVE

RIDGE ROUTE DRIVE

EXISTING SLOPE

EXISTING SLOPE

EXISTING SLOPE

EXISTING RESERVOIR

EXISTING PARKING SPACES

EXISTING PARKING SPACES
OPEN
SPACE
LOT A

EXISTING

BUILDING
(N.A.P.)

EXISTING

BUILDING
(N.A.P)

EXISTING

BUILDING
(N.A.P.) LOT 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT D
LOT 3
LOT 4
LOT B
(30,492 SF)
N.A.P.

PU
PU
PLAN B
PLAN A
PU
P
U

LAN B P
PLAN A
DW
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN
B
PLAN A

OCFA FIRE HAMMERHEAD
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
P
U

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP
PLAN B
PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
U
P
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
U
P
UP

PLAN A PLAN B

OCFA FIRE HAMMERHEAD
UP

UP PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
LOT C
E.V.A MAIL MAIL MAIL MAIL MAIL MAIL
MAIL
MAIL
MAIL
LOT A
LOT 1
LOT D
LOT 3

MAIL MAIL MAIL
Paws Table
Crawl
Tunnel
Weave Posts
Hoop Jump

MAIL MAIL MAIL
LOT 2
LOT C
E.V.A
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
OVERALL LANDSCAPE PLAN | L1 0
1"=50'-0"SCALE
50 100
NORTH

PLANTABLE MSE

RETAINING WALL

CORNER PARK

ENTRY PARK

GATED ENTRY

ENTRY DRIVE

EXISTING

RETAINING WALL

PLANTABLE MSE

RETAINING WALL

PLANTABLE MSE

RETAINING WALL
EVA

ENTRY DRIVE
EVA

VEHICULAR
ENTRY

GATE FEATURE

SIGNAGE

MONUMENT

SIGNAGE

MONUMENT

SIGNAGE

MONUMENT

KEY MAP
1 1

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP

UP PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
U
P
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
UP
U
P
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
P
U
P
U
PLAN B
PLAN A
P
U
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP

UP PLAN B
PLAN A
UP
UP

PLAN A PLAN B
UP
U
P
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
PLAN B
PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
P
U
P
U
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
1615
141312
1110
9 8
7 6
5 43
2 1
UP
1211 10
9 8
7 6
5 4
3 2
1 16
15 14
13 UP
16 15
14 13
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
1413
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 32
1 16
15 14
13 UP
161514131211109
87 6
54 3
2 1
UP
1211109
8 76
5 43
2 1
16 15
14 13
UP
16 15 14
131211
10987654321
UP 1211 10987654321 16 15 14 13
UP
16 15
14 1312
11 10
9 8
7 6
5 4
3 2
1 UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
1615 14
312111 019
876
54321
PU
2111 1098
7654321 16 15
14 31 UP
16 15
14 13
12 11
109 876
54 32
1 UP
121110987
65432
1 16 15 14 13
UP
1615 14
31 2111
0198
765
43 21
PU
1211 10987
654321 16 51 41 31
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP16151413121110987654321 UP
12 1110987654321 16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 1514
13 121
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 11
109 87 65 4321
UP
1211109 8 7654321 15 16 13 14
UP 1615141312111098 7654321 UP 121110987654321 16 15 14 13 UP 161514 1312 11 1098765432
1 UP
12111098765
4321 16
15 14
13 UP
1615 14 1312111098
765
43 2
1 UP
1211 109876
54321 16
15 14
13 UP
61 15
14 13
1211
1098 76
543
2 1
UP
12 110198765432
1 16
51 41 31 UP
1615
14 13
121
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
1615
1413
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
1413
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA. 30
48 SIDE APPROACH +54" MAX. A.F.S.
30" DIA.

APOLLO A500 SSL COMPACTOR
30" DIA. 30
48 SIDE APPROACH +54" MAX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
81 SQ. FT.

LOBBY
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT 13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL NO PIT LADDER RECESS REQ'D EXHAUST 81 SQ. FT.

NO

PARKING
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT 13'-7" OVERRUN 7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL NO PIT LADDER RECESS REQ'D
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###
E
V
STA
L
L

EV RECE
PTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000

RAMP UP

RAMP UP
<5.00%

RAMP DN
###
000
###

EV STALL

EV RECEPTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
DN
UP DN

MILL CREEK DRIVE

RIDGE ROUTE DRIVE

EXISTING SLOPE

EXISTING SLOPE

EXISTING SLOPE

EXISTING RESERVOIR

EXISTING PARKING SPACES

EXISTING PARKING SPACES
OPEN
SPACE
LOT A

EXISTING

BUILDING
(N.A.P.)

EXISTING

BUILDING
(N.A.P)

EXISTING

BUILDING
(N.A.P.) LOT 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT D
LOT 3
LOT 4
LOT B
(30,492 SF)
N.A.P.

PU
PU
PLAN B
PLAN A
PU
P
U

LAN B P
PLAN A
DW
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN
B
PLAN A

OCFA FIRE HAMMERHEAD
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
UP
P
U

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN B PLAN A
UP
UP

PLAN A PLAN B
UP
UP
PLAN B
PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP

PLAN A PLAN B
UP
UP

PLAN A PLAN B
U
P
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
U
P
UP

PLAN A PLAN B

OCFA FIRE HAMMERHEAD
UP

UP PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2 PLAN 3 PLAN 2PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
LOT 2
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2 PLAN 3 PLAN 2 PLAN 3 PLAN 2
PLAN 1
LOT C
E.V.A MAIL MAIL MAIL MAIL MAIL MAIL
MAIL
MAIL
MAIL
LOT A
LOT 1
LOT D
LOT 3

MAIL MAIL MAIL
Paws Table
Crawl
Tunnel
Weave Posts
Hoop Jump

MAIL MAIL MAIL
LOT 2
LOT C
E.V.A
LAGUNA HILLS | CA
KINGSBARN | KELEMEN CO. | 24-099
DATE 9 | 25 | 25

TERRAVITA
OVERALL LANDSCAPE PLAN | L1 0
1"=50'-0"SCALE
50 100
NORTH

PLANTABLE MSE

RETAINING WALL

CORNER PARK

ENTRY PARK

GATED ENTRY

ENTRY DRIVE

EXISTING

RETAINING WALL

PLANTABLE MSE

RETAINING WALL

PLANTABLE MSE

RETAINING WALL
EVA

ENTRY DRIVE
EVA

VEHICULAR
ENTRY

GATE FEATURE

SIGNAGE

MONUMENT

SIGNAGE

MONUMENT

SIGNAGE

MONUMENT

KEY MAP
2 2
SITE PERSPECTIVE RENDERINGS | L18

TERRAVITA
LAGUNA HILLS | CA
KINGSBARN REALTY CAPITAL | 23-109
DATE 12 | 16 | 25
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP

UP PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
U
P
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP

PLAN B PLAN A
UP
U
P
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
P
U
P
U
PLAN B
PLAN A
P
U
UP

PLAN B PLAN A
UP
UP
PLAN B
PLAN A
UP

UP PLAN B
PLAN A
UP
UP

PLAN A PLAN B
UP
U
P
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
UP
PLAN B
PLAN A
U
P
UP
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
P
U
P
U
PLAN B
PLAN A
UP
UP
PLAN B
PLAN A
PLAN 3 PLAN 2
PLAN 1
PLAN 3 PLAN 2
PLAN 1
UP
1615
141312
1110
9 8
7 6
5 43
2 1
UP
1211 10
9 8
7 6
5 4
3 2
1 16
15 14
13 UP
16 15
14 13
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
1413
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 32
1 16
15 14
13 UP
161514131211109
87 6
54 3
2 1
UP
1211109
8 76
5 43
2 1
16 15
14 13
UP
16 15 14
131211
10987654321
UP 1211 10987654321 16 15 14 13
UP
16 15
14 1312
11 10
9 8
7 6
5 4
3 2
1 UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
1615 14
312111 019
876
54321
PU
2111 1098
7654321 16 15
14 31 UP
16 15
14 13
12 11
109 876
54 32
1 UP
121110987
65432
1 16 15 14 13
UP
1615 14
31 2111
0198
765
43 21
PU
1211 10987
654321 16 51 41 31
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP16151413121110987654321 UP
12 1110987654321 16 15 14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15 14 13
UP
16 1514
13 121
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 11
109 87 65 4321
UP
1211109 8 7654321 15 16 13 14
UP 1615141312111098 7654321 UP 121110987654321 16 15 14 13 UP 161514 1312 11 1098765432
1 UP
12111098765
4321 16
15 14
13 UP
1615 14 1312111098
765
43 2
1 UP
1211 109876
54321 16
15 14
13 UP
61 15
14 13
1211
1098 76
543
2 1
UP
12 110198765432
1 16
51 41 31 UP
1615
14 13
121
10 9
8 7
6 5
4 3
2 1
UP
12 11
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
1615
1413
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 11
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
1413
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
109
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
UP
16 15
14 13
12 1
10 9
8 7
6 5
4 3
2 1
UP
12 1
10 9
8 7
6 5
4 3
2 1
16 15
14 13
76'
###
000
###

EV STALL

EV RECEPTACLE
000
UP
NO

PARKING

EXHAUST
81 SQ. FT.

EXHAUST
81 SQ. FT.
30" DIA. 30
48 SIDE APPROACH +54" MAX. A.F.S.
30" DIA.

APOLLO A500 SSL COMPACTOR
30" DIA. 30
48 SIDE APPROACH +54" MAX. A.F.S.

TRASH

TERMINAL
ROOM

MECHANICAL
ROOM

ELECTRICAL
ROOM

PARKING

STRUCTURE
TRASH RM.

MAINT.

ROOM
UP
OFA
81 SQ. FT.

LOBBY
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT 13'-7" OVERRUN
7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL NO PIT LADDER RECESS REQ'D EXHAUST 81 SQ. FT.

NO

PARKING
OTIS GEN3
3500 LB / 350 FPM
5'-6" PIT 13'-7" OVERRUN 7'-9" CAB HEIGHT CLR
100' MAX. TRAVEL NO PIT LADDER RECESS REQ'D
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###
000
###
000
###
000
###
E
V
STA
L
L

EV RECE
PTACLE
000
###

EV STALL

EV RECEPTACLE
000
###
000
###
000
###

EV STALL

EV CHARGER
000
###

EV STALL

EV CHARGER
000