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HomeMy WebLinkAbout04-14 - Agenda Packet ` APRIL 14, 2026- 6:00 P.M. DESIGN REVIEW COMMITTEE MEETING AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 A. Call to Order Roll Call: Chairman Al Boling Commissioner Tony Morales B. Public Communications This is the time and place for the general public to address the Committee on any item listed or not listed on the agenda. The Committee may not discuss any issue not included on the agenda but set the matter for a subsequent meeting. C. Consent Calendar Consideration to Adopt Meeting Minutes of March 17, 2026. D. Project Review Items VARIANCE, MINOR EXCEPTION, TREE REMOVAL PERMIT – MANNING HOMES – A request to subdivide 6.7 acres of land into 13 numbered lots and 1 lettered lot for the purpose of single- within the Very Low (VL) Residential zone and the Equestrian Overly, located at the northwest corner of Banyan Street and Hellman Avenue at 6048 Hellman Avenue; APN: 1062-271-01. This item is not subject to further environmental review in accordance with the requirements of the California Environmental Quality Act (CEQA) under Section 15183 – Projects Consistent with a Community Plan or Zoning (SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00096, DRC2025-00094). – The applicant proposes the development of a mixed-use project consisting of two buildings with a total of 351 apartment units, including studio, one-bedroom, and two-bedroom configurations, encompasses a single parcel of approximately 13-acres and includes two designations: Corridor 2 (CO2), where the proposed buildings will be located, and Flood Control and Utility Corridor (FC/UC), which traversing the entire length of the property, proposed to accommodate parking and open space improvements. A variance application has been submitted to request deviations from multiple development standards, necessitated due to site constraints. The northeast corner of Foothill Blvd and Cornwall Court, south of Garcia Drive, between East Avenue and Etiwanda Avenue (APN: 1100-201-05). DRC2024-00216 and DRC2025-00337). Page 2 of 2 If you need special assistance or accommodations to participate in this meeting, please contact the Planning Department at (909) 477-2750. Notification of 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility. Listening devices are available for the hearing impaired. E. Adjournment The Design Review Committee has adopted Administrative Regulations that set a 9:00 p.m. adjournment time. If items go beyond that time, they shall be heard only with the consent of the Committee. I, Elizabeth Thornhill, Executive Assistant of the City of Rancho Cucamonga, or my designee, hereby certify that a true, accurate copy of the foregoing agenda was posted seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City’s website. Design Review Committee Meeting Agenda March 17, 2026 DRAFT MINUTES Rancho Cucamonga, CA 91730 6:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on March 17, 2026. The meeting was called to order by Aracely Estrada, Staff Facilitator, at 6:00 p.m. Design Review Committee members present: Chairman Boling, Commissioner Morales and Aracely Estrada Staff Present: Jared Knight, Associate Planner B. Public Communications Staff Facilitator opened the public communication and after noting there were no public comments, closed public communications. C. Consent Calendar C1. Consideration to adopt Special Meeting Minutes of January 20, 2026. Motion: Let the record show that the motion carried 3-0. D. Project Review Items D1. CONDITIONAL USE PERMIT, MINOR DESIGN REVIEW – A&S ENGINGEERING, INC – A request for the design review of a proposed 4,910 square foot express car wash to be constructed Avenue, generally to the southwest of the intersection of Vineyard Avenue and Foothill Boulevard. (APN: 0207-211- California Environmental Quality Act (CEQA) under State CEQA Guidelines Section 15332 – Infill Development Projects. (Conditional Use Permit DRC2025- DRC2025-00118, Variance DRC2026-00074). Staff presented the item to the Design Review Committee. The applicant architect were present. No members of the public were in attendance. Committee members had several questions and comments for the applicant, the majority of which were answered by the architect. Of particular note operation. The applicant intends to operate Monday through Friday 8 a.m. - 7 p.m. and Sunday 9 a.m. – 6 p.m., with three staff members. Staff explained that the business hours must be in accordance with current development code standards, however, the language does allow for some flexibility. A question was raised regarding the lighting and how they intend to address potential concerns or complaints with the neighbors living on the south side of the property. The architect explained that the property will be well lit, with shielded lights running along the south side. The committee DRC Draft Minutes Page 2 feet to 8 feet on the south side for the benefit of the adjacent residential property. The architect agreed to consider it seeing as they may be potential customers. A question was asked if the applicant has any concerns about the proximity to other car washes. Applicant expressed confidence that his business will be at quality level and reminded everyone that this type of business will be the first of its type in the City. Committee recommended that the applicant consider the architectural design of the adjacent properties and select a style/design that compliments the neighborhood (such as Spanish style with arched entryways). There was a lengthy discussion on public art and suggestions were given to include a mural and decorative columns/lattice on the building facing Vineyard Avenue. A mural can potentially depict Route 66, a historical site, or the city’s historical vineyards. Committee expressed concerns regarding the noise level, the curve, and stacking of vehicles. The applicant and architect addressed the concerns and agreed to continue working with staff on all points discussed. The Design Review Committee voted to move the project forward to the Planning Commission with a recommendation of approval. Recommended for approval to the Planning Commission with a 3-0 unanimous vote. E. Adjournment Staff Facilitator Estrada adjourned the meeting at 6:54 p.m. Respectfully submitted, ___________________________ Elizabeth Thornhill, Executive Assistant DESIGN REVIEW COMMENTS April 14, 2026 6:00 p.m. Sophia Serafin, AICP, Associate Planner ENVIRONEMENTAL ASSESSMENT, TENTATIVE TRACT MAP, MAJOR DESIGN REVIEW, VARIANCE, MINOR EXCEPTION, TREE REMOVAL PERMIT – MANNING HOMES – A request to subdivide 6.7 acres of land into 13 numbered lots and 1 lettered lot for the purpose of single- family residential development and preservation of an existing historic residence within the Very Low (VL) Residential zone and the Equestrian Overly, located at the northwest corner of Banyan Street and Hellman Avenue at 6048 Hellman Avenue; APN: 1062-271-01. This item is not subject to further environmental review in accordance with the requirements of the California Environmental Quality Act (CEQA) under Section 15183 – Projects Consistent with a Community Plan or Zoning (SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00096, DRC2025- 00094). Site Characteristics: The subject property is rectangularly shaped and is located at the northwest corner of Banyan Street and Hellman Avenue. The site is approximately 386 feet wide along the northern and southern property lines approximately 664 feet in depth along the eastern and western property lines. Street frontages on Hellman Avenue and Banyan Street are provided along the eastern and southern property lines, respectively. The topography of the site slopes upward from south to north, with an elevation change of approximately 33 feet over the 664-foot eastern property line. The site is currently developed with an existing single-family residence and a barn in a centralized location, with scattered vegetation and approximately 97 trees throughout the rest of the project site. The project site was recommended to be individually eligible under the California Register of Historic Resources as well as eligible for a local Historic Landmark status within the City of Rancho Cucamonga (Helix 2025) due to the existing structures. The residence will remain in place and be renovated in accordance with the Secretary of the Interior’s Standards for the Treatment of Historic Properties while the barn will be demolished in order to accommodate site development of the property. The existing Land Use, General Plan, and Zoning designations for the project site and adjacent properties are provided in the following table: Land Use General Plan Zoning Site Vacant Single-Family Dwelling Semi-Rural Neighborhood Very Low (VL) Residential North Single-Family Dwellings Semi-Rural Neighborhood Very Low (VL) Residential West Single-Family Dwellings Semi-Rural Neighborhood Very Low (VL) Residential South Single-Family Dwellings Low (L) Residential East Single-Family Dwellings Semi-Rural Neighborhood Very Low (VL) Residential DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 2 Legislative Context: The applicant submitted a complete SB 330 preliminary application on November 13, 2024. Pursuant to SB 330, this action vested the project to the applicable development standards in effect at that time, in accordance with State law. A complete submittal was accepted on May 7, 2025, falling within the 180-day period allotted to SB 330 applications to complete a full submittal. Project Design and Layout: The Applicant, Manning Homes, proposes to develop a single-family development comprised of 13 detached residences, inclusive of the existing historic residence onsite. A total of 13 numbered lots are proposed in addition to one lettered lot that will serve the purpose of water quality management. The site is arranged to contain Lots 1-4 along the northern portion of the development and Lots 5-13 in the southern and central portion of the site. Lots will range from 11,775 square feet to 25,599 square feet. Vehicular access to the site will be provided through a proposed north-south public street off of Banyan Street in the southwest corner of the project site (Street B). An additional east-west access point is proposed midblock on the eastern property line off of Hellman Avenue (Street A). The site will contain street, curb, gutter, and sidewalk improvements as well as a community equestrian trail along Banyan Street and private equestrian trail easements along the northern property line in the rear of Lots 1-4. The proposed single-family residences will consist of three single-story units and nine two-story units ranging from 3,812 square feet to 4,482 square feet in size. The existing onsite residence is a 2,800 square foot, two-story unit, which will remain in place. A total of four distinct floor plans are proposed in three architectural styles. Nine distinct color schemes are proposed as well. DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 3 Figure 1 – Site/Landscape Plan Unit Composition and Floor Plans: Per Table 17.122.010-1 of the Development Code, projects with 11-20 units are required to provide a minimum of two floor plans and two elevations per floor plan. The project satisfies this requirement by providing four distinct floor plans with three of the floor plans providing at least two elevation variations. Section 17.122.010A.1 of the Development Code additionally requires DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 4 that projects consisting of four or more units must provide a minimum of 25 percent of units as single-story. Of the 12 new units, three (25%) are proposed to be single-story and will be located on Lots 1, 8, and 9. The below table summarizes the proposed unit types: Unit Summary Unit Type Stories Unit Size (SF) Number of Units Architectural Style Plan 1 (Elevation A) 1 3,511 SF 1 Spanish Plan 2 (Elevation A) 1 3,551 SF 1 Spanish Plan 2 (Elevation C) 1 3,551 SF 1 Farmhouse Plan 3 (Elevation B) 2 4,825 SF 2 California Ranch Plan 4 (Elevation A) 2 5,001 SF 1 Spanish Plan 4 (Elevation B) 2 5,001 SF 1 Ranch Plan 4 (Elevation C) 2 5,001 SF 1 Farmhouse Total Number of Units Proposed 12* *Existing historic residence acts as the thirteenth unit of the development Each of the plans are summarized as follows: Plan 1 (Elevation A) – Single-story Spanish style with a total square footage of 3,511 square feet containing four bedrooms and a flex room that can be utilized as a fifth bedroom. Includes a 672 square foot three-car garage, a 191 square foot entry courtyard, a 108 square foot portico and a 268 square foot covered porch. Plan 2 (Elevation A) – Single-story Spanish style with a total square footage of 3,511 square feet containing four bedrooms. Includes a 637 square foot two-car garage, a 60 square foot covered entry, and a 184 square foot covered porch. Plan 2 (Elevation C) – Single-story Farmhouse style with a total square footage of 3,551 square feet containing four bedrooms. Includes a 637 square foot two-car garage, a 60 square foot covered entry, and a 184 square foot covered porch. Plan 3 (Elevation A) – Two-story Spanish style with a total square footage of 4,825 square feet containing four bedrooms and a flex room that can be utilized as a fifth bedroom. Includes a 2,586 square foot first story, a 2,239 square foot second story, a 787 square foot three-car garage, a 59 square foot covered entry, and a 325 square foot outdoor room. Plan 3 (Elevation B) – Two-story California Ranch style with a total square footage of 4,825 square feet containing four bedrooms and a flex room that can be utilized as a fifth bedroom. Includes a DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 5 2,586 square foot first story, a 2,239 square foot second story, a 787 square foot three-car garage, a 59 square foot covered entry, and a 325 square foot outdoor room. Plan 3 (Elevation C) – Two-story Farmhouse style with a total square footage of 4,825 square feet containing four bedrooms and a flex room that can be utilized as a fifth bedroom. Includes a 2,586 square foot first story, a 2,239 square foot second story, a 787 square foot three-car garage, a 59 square foot covered entry, and a 325 square foot outdoor room. Plan 4 (Elevation A) – Two-story Spanish style with a total square footage of 5,001 square feet containing five bedrooms and a flex room that can be utilized as a sixth bedroom. Includes a 2,593 square foot first story, a 2,408 square foot second story, an 864 square foot three-car garage, a 96 square foot covered entry porch, and a 211 square foot covered rear patio. Plan 4 (Elevation B) – Two-story California Ranch style with a total square footage of 5,001 square feet containing five bedrooms and a flex room that can be utilized as a sixth bedroom. Includes a 2,593 square foot first story, a 2,408 square foot second story, an 864 square foot three-car garage, a 137 square foot covered entry porch, and a 211 square foot covered rear patio. Plan 4 (Elevation C) – Two-story Farmhouse style with a total square footage of 5,001 square feet containing five bedrooms and a flex room that can be utilized as a sixth bedroom. Includes a 2,593 square foot first story, a 2,408 square foot second story, an 864 square foot three-car garage, a 137 square foot covered entry porch, and a 211 square foot covered rear patio. Architecture: A total of three distinct architectural styles are proposed, consisting of Spanish, Farmhouse, and California Farmhouse styles. The residences are enhanced with high-quality exterior materials and finishes. The Spanish style homes will contain “S” tile roofs, stucco walls, decorative ceramic tiles, and a decorative wood sectional garage door. Farmhouse style homes will feature concrete flat tile roofs, decorative metal roof detailing, horizontal siding, vertical board and batts, stucco walls, stone veneer, and a decorative wood sectional garage door. The California Ranch style homes will contain concrete “S” tile roofs, board and batt siding, stucco walls, brick veneer, and a decorative wood sectional garage door. All homes will additionally feature further decorative elements such as rafter tails, exposed corbels, decorative stucco trim, decorative shutters, and wood barge boards. The existing historic residence features a Spanish Revival style architecture that is clad in stucco, has metal-framed fenestration, wood doors, low-pitched hipped roofs in barrel-style red clay tiles, and exposed rafter tails. The home also contains an entry colonnade, a brick chimney, a wood balcony, and an attached shed with vertical wood siding Together, the residences establish a cohesive, high-quality development that reflects the City’s expectations for context-sensitive infill development within the Very Low (VL) Residential zone. DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 6 Figure 2 – Single Story Front Elevations DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 7 Figure 3 – Plan 3 Front Elevations DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 8 Figure 4 – Plan 4 Front Elevations DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 9 Parking: Per Table 17.64.050-1 of the development code, single-family detached dwellings are required to provide two off-street parking spaces per unit, one of which is covered and one which can be located within the driveway. The proposed project provides either a two or three-car garage for each unit. A standard driveway of at least 18 feet in width and 19 feet in length is additionally provided for each lot. As such, the proposed project satisfies the minimum parking requirements. Compliance with Development Standards: The project complies with each of the development standards for the Very Low (VL) residential zone, except for the variance requests outlined below, as shown in the following table: Required Proposed Compliant? Lot Area Net Average Lot Area 22,500 sf (min) 15,726 SF Yes* Lot Width (Interior) Lot Width (Corner) Lot Depth Frontage Density Front Yard Setback Side Yard Setback (Interior) 10/15 ft (min) 10-24 ft Yes Side Yard Setback (Street Side) 27 ft (min) 24-35.7 ft Yes* Rear Yard Setback Building Streetscape 35 ft (min) 35-100 ft Yes Lot Coverage Building Height *Compliant upon approval of Variance Variance: The applicant has requested a variance to deviate from eight development standards. The variance request is being made to support the preservation of the existing historic single-family residence as is outlined in the General Plan as the intended method of historic preservation when feasible. Retaining the historic structure will result in various hardships that do not apply generally to other properties within the Very Low (VL) residential zone through and strict application of the development code is not possible given the constraints of where the residence is currently located. The following deviations from development standards have been requested in the variance and are detailed in the below table: DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 10 Variance Request Summary Location Development Code Requirement Deviation Request Lots 4-12 Table 17.36.010-1A Minimum lot area of 20,000 square feet Lot 5 – 11,775 SF Lot 6 – 11,775 SF Lot 7 – 11,775 SF Lot 8 – 13,570 SF Lot 9 – 13,633 SF Lot 10 – 11,775 SF Lot 11 – 11,775 SF Entire Development Table 17.36.010-1A Minimum net average lot area of 22,500 square feet 15,725 SF Lots 5-13 Table 17.36.010-1A Minimum lot width of 90 feet for interior properties and 100 feet for corner properties Lot 6 – 75 ft Lot 7 – 75 ft Lot 8 – 87.4 ft Lot 9 – 87.4 ft Lot 10 – 75 ft Lot 11 – 75 ft Lot 12 – 75 ft Lots 5-12 Table 17.36.010-1A Minimum lot depth of 200 feet Lot 6 – 157 ft Lot 7 – 157 ft Lot 8 – 157 ft Lot 9 – 157 ft Lot 10 – 157 ft Lot 11 – 157 ft Lots 5-12 Table 17.36.010-1A Minimum rear yard setback of 60 feet Lot 6 – 47 ft Lot 7 – 42 ft Lot 8 – 39 ft Lot 9 – 38 ft Lot 10 – 42 ft Lot 11 – 47 ft Lots 5-12 Table 17.36.010-1A Maximum lot coverage of 25% Lot 6 – 32.7% Lot 7 – 32.7% Lot 8 – 32.7% Lot 9 – 32.6% Lot 10 – 32.7% Lot 11 – 32.7% DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 11 Lot 13 Table 17.36.010-1A 24 ft 11 Section 17.120.020A.1 feet below the natural grade and maximum fill to not exceed 3 feet above the Lot 3 – 5.7 ft cut Lot 4 – 5.4 ft cut Lot 9 – 4.5 ft fill Lot 11 – 3.8 ft fill Minor Exception: In addition to the variance, the applicant has also requested a minor exception to wall height at three locations throughout the development including the western property line of the project near the knuckle of proposed Street “A”, the southern perimeter wall of Lots 8 and 9 along Banyan Street, and the side yard wall between Lots 9 and 10. The maximum permitted wall height is six feet, but the minor exception would allow a two foot increase. The maximum height of the walls is proposed to be eight feet when measured in accordance with Section 17.48.030 of the Development Code, which allows the height to be taken from the midpoint of the retaining wall on the side with the lowest finished grade in situations where there is a grade difference between two adjoining parcels. The applicant has requested the minor exception to accommodate the existing grade difference that is present between the project site and neighboring properties. The additional wall height will allow for the project to be consistently enclosed on the perimeter in addition to providing privacy to individual lots that contain a higher finished grade than the below street. All walls will consist of combination walls with decorative split-face block, a wall cap, and pilasters. Tree Removal Permit: The existing project site currently contains approximately 97 trees, 12 of which are considered a heritage tree and require a tree removal permit prior to removal. All 97 trees are proposed to be removed to accommodate development of the project site as they pose conflicts with building locations, grading, and street placement. 109 new trees are proposed as part of the project, inclusive of street trees and trees located on private property, as demonstrated on the landscape plan. Neighborhood Meeting: The applicant hosted a neighborhood meeting on Tuesday, March 24, 2026, from 6:00 p.m. to 7:00 p.m., at Alta Loma Junior High School. In preparation for the meeting, the applicant mailed flyers containing meeting details to all property owners within 660 feet of the project site. A total of 23 members of the community were in attendance, with majority of attendees wanting to learn more about the project and ask general questions related to what was intended for the historic home, whether utilities would be undergrounded, if a new sewer line would be put in, and what the construction timeline would be. One suggestion was voiced by several attendees to preserve the existing palms trees that line either side of the current driveway to the historic home. The developer explained that removal of these trees may be necessary due to the onsite grading that will occur as well as to accommodate the street widening, parkway, and sidewalk that will be placed along Hellman Avenue. The developer did confirm that if feasible, they would preserve the trees in place, but if such action is not possible, they would replace the trees elsewhere on the site. Overall, attendees supported the project as they were pleased to see an underutilized site developed with high quality homes that would positively impact the character of the neighborhood and provide desired improvements. Several concerns were brought up by a neighbor to the east of the project site and one neighbor who is adjacent to the western property line of the site. The neighbor to the east requested a DRC COMMENTS SUBTT20756, DRC2024-00416, DRC2025-00093, DRC2025-00093, DRC2025-00094 – Manning Homes April 14, 2026 Page 12 realignment of proposed Street A as they were concerned vehicles exiting the development onto Hellman would cast their lights directly into their residence. The neighbor also voiced concerns that drivers would cut through the development to get to Hellman Avenue and that the proposed T-intersection would pose traffic safety concerns. The developer and staff confirmed that the overall street alignment has been evaluated by the Engineering Department and has been determined to comply with all applicable standards. The neighbor to the east mainly voiced concerns related the impacts that construction would generate, such as noise, dust, and street parking. The developer confirmed that all construction impacts have been evaluated by a qualified environmental specialist and mitigation measures will be put in place and complied with to ensure that any potential impacts would not generate significant effects to those nearby. The developer also provided their contact information to any residents who had concerns with construction so that they could reach out directly if any issues surfaced such that individualized actions could be taken to prevent further impacts. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below to the Planning Commission: ☒Recommend approval of the design of the project as proposed by the applicant. ☐Recommend approval with modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ☐Recommend conditional approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director / Planning Commission. ☐Recommend denial of the design of the project as proposed by the applicant. Staff Planner: Sophia Serafin, AICP, Associate Planner Members Present: Staff Coordinator: Caleb Richards, Senior Landscape Planner Exhibit A – Project Plans C-1 SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK ZONE "VL" VERY LOW RESIDENTIAL ZONE "VL" VERY LOW RESIDENTIAL ZONE "L" LOW RESIDENTIAL ZONE "VL" VERY LOW RESIDENTIAL AUGUST 2024 13 LOTS 6.70 ACRES (GROSS) 5.61 ACRES (NET) APN 1062-271-01 SI T E U T I L I Z A T I O N M A P SITE UTILIZATION MAP BANYAN ST. HE L L M A N A V E . STREET A ST R E E T B 1234 13 5 6 7 8 12 11 10 9 SHEET INDEX CIVIL: C-1 SITE UTILIZATION MAP C-2 VESTING TENTATIVE TRACT MAP C-3 DETAILED SITE PLAN C-4 CONCEPTUAL GRADING PLAN C-5 CROSS SECTIONS C-6 CITY STANDARD DETAILS C-7 CONCEPTUAL WALL PLAN C-8 CUT/FILL SHEET (COLOR) C-9 PRELIMINARY WATER QUALITY MANAGEMENT PLAN C-10 SITE PHOTOS PRADO WOODS CT. EA S T W O O D A V E . GOLDEN ST. TRACT NO. 9634 TRACT NO. 9212 TRACT NO. 9240 TRACT NO. 9420 LANDSCAPE: L-1 TITLE SHEET L-2 OVERALL 20 SCALE PLAN AND ENTRY ELEVATION L-3 TYPICAL FRONT YARD PLANTING & SITE DETAILS e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 ARCHITECTURAL: 1.1.0 PLAN 1A FRONT ELEVATIONS 1.2.0 PLAN 1A SPANISH FLOOR PLAN 1.2.1 PLAN 1 SECTIONS A & B 1.3.0 PLAN 1A SPANISH FRONT ELEVATION & ROOF PLAN 1.3.1 PLAN 1A SPANISH BUILDING ELEVATIONS 2.1.0 PLAN 2 FRONT ELEVATIONS 2.1.1 PLAN 2 SECTIONS A & B 2.2.1. PLAN 2A SPANISH FLOOR PLAN 2.3.0 PLAN 2A SPANISH FRONT ELEVATION & ROOF PLAN 2.3.1 PLAN 2A SPANISH BUILDING ELEVATIONS 2.4.0 PLAN 2C FARMHOUSE FLOOR PLAN 2.4.1 PLAN 2C FARMHOUSE FRONT ELEVATION & ROOF PLAN 2.4.0 PLAN 2C FARMHOUSE BUILDING ELEVATIONS 3.1.0 PLAN 3A FRONT ELEVATIONS | A, B AND C STYLES 3.2.0 PLAN 3A SPANISH FLOOR PLAN 3.2.1 PLAN 3 SECTIONS A & B 3.3.1 PLAN 3A SPANISH FRONT ELEVATION & ROOF PLAN 3.3.2 PLAN 3A SPANISH BUILDING ELEVATIONS 3.4.0 PLAN 3B CALIFORNIA RANCH FLOOR PLAN 3.4.1 PLAN 3B CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN 3.4.2 PLAN 3B CALIFORNIA RANCH BUILDING ELEVATION 3.5.0 PLAN 3C FARMHOUSE FLOOR PLAN 3.5.1 PLAN 3C FARMHOUSE FRONT ELEVATION & ROOF PLAN 3.5.2 PLAN 3C FARMHOUSE BUILDING ELEVATIONS 4.1.0 PLAN 4 FRONT ELEVATIONS | A, B AND C STYLES 4.2.0 PLAN 4A SPANISH FLOOR PLAN 4.2.1 PLAN 4 SECTIONS A & B 4.3.0 PLAN 4A SPANISH FRONT ELEVATION & ROOF PLAN 4.3.1 PLAN 4A SPANISH BUILDING ELEVATIONS 4.4.0 PLAN 4B CALIFORNIA RANCH FLOOR PLAN 4.4.1 PLAN 4B CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN 4.4.2 PLAN 4B CALIFORNIA RANCH BUILDING ELEVATIONS 4.5.0 PLAN 4C FARMHOUSE FLOOR PLAN 4.5.1 PLAN 4C FARMHOUSE FRONT ELEVATION & ROOF PLAN 4.5.2 PLAN 4C FARMHOUSE BUILDING ELEVATIONS C&M.1 A-SPANISH COLOR BOARDS AND EXTERIOR WRITTEN SCHEMES C&M.2 B-CALIFORNIA RANCH COLOR BOARDS AND EXTERIOR WRITTEN SCHEMES C&M.3 C-FARMHOUSE COLOR BOARDS AND EXTERIOR WRITTEN SCHEME 1 LETTERED LOT A Exhibit A PROP. COMMUNITY EQUESTRIAN TRAIL EX. R/O/W CL BOUNDARY PROP. CURB & GUTTER PROP. CURB & GUTTER PROP. SIDEWALK 15' PRIVATE EQUESTRIAN TRAIL CL PROP. CURB & GUTTEREX. R/O/W PROP. SIDEWALK HOA MAINTENANCE EASEMENT BOUNDARY 5' DRAINAGE DITCH EASEMENT PROP. SEWER EX. WATER EX. WATER EX. SEWERPROP. SEWER EX. SEWER EX. BARN (TO BE REMOVED) EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAYEX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY PROP. CURB & GUTTER PROP. SIDEWALK PROP. SIDEWALK PROP. CURB & GUTTER EX. HOUSE (TO REMAIN) EX.BUILDING EX. PPEX. PP EX. PP EX. PP EX. PP EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. PROP. R/O/W PROP. R/O/W EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. FENCES TO REMAIN 21203 S.F.20286 S.F. 20019 S.F. 19474 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 13570 S.F.13633 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 25599 S.F. EX. DRIVEWAY (TO BE REMOVED) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. RIGHT-OF-WAY DEDICATION JOIN EX. CURB & GUTTER JOIN EX. CURB & GUTTER HOA MAINTENANCE EASEMENT HOA MAINTENANCE EASEMENT EX. ST. LT. EX. ST. LT. EX. ST. LT. EX. ST. LT. EX. ST. LT. PRIVATE EASEMENT (NORTH LIMIT) AREA DRAINS (TYP.) PROP. 12" HDPE DRAIN PIPE SERVES LOTS 9-13, CONVEYS W.Q.FLOWS TO BASIN IN LOT 9 PROP. 10' PRIVATE DRAINAGE EASEMENT HEADWALL FOR WQ PIPE BANYAN ST. TYP. SECTION PUBLIC STREET HELLMAN AVE. TYP. SECTION PUBLIC STREETSTEEET A&B TYP. SECTION PUBLIC STREET Vesting Tentative Tract 20756 Vesting Tentative Tract Map APN 1062-271-01 SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK BANYAN ST. HE L L M A N A V E . STREET A ST R E E T B OWNER/DEVELOPER:MANNING HOMES 20151 SW BIRCH ST., STE.15 NEWPORT BEACH, CA 92660 CRAIG KOZMA CIVIL ENGINEER:ENCOMPASS ASSOCIATES, INC. 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 91737 AARON SKEERS 909.684.0093 askeers@encompasscivil.com LEGAL DESCRIPTION BENCHMARK LOT SIZE TABLE: GENERAL NOTES VE S T I N G T E N T A T I V E T R A C T M A P UTILITY PURVEYOR CONTACT INFORMATION ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92336 909-357-6581 NATURAL GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVE. RANCHO CUACMONGA, CA 91730 800 427-2200 WATER & SANITARY SEWER CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD ST. P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 909-987-2591 CABLE TV SPECTRUM 866-561-1825 TELEPHONE COX COMMUNICATIONS 844-503-0488 TOTAL NUMBER LOT AREA:204,434 SF TOTAL LETTER LOT AREA:4263 SF AVERAGE LOT AREA:15,725 SF GROSS AREA:6.70 AC NET AREA:5.61 AC STREET A 21,429SF PUBLIC STREET STREET B 26,062 SF PUBLIC STREET 47,491 SF C-2 e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 PROP. COMMUNITY EQUESTRIAN TRAIL EX. R/O/W CL BOUNDARY PROP. CURB & GUTTER PROP. CURB & GUTTER PROP. SIDEWALK 15' PRIVATE EQUESTRIAN TRAIL CL PROP. CURB & GUTTEREX. R/O/W PROP. SIDEWALK HOA MAINTENANCE EASEMENT BOUNDARY 5' DRAINAGE DITCH EASEMENT PROP. SEWER EX. WATER EX. WATER EX. SEWER PROP. SEWEREX. SEWER EX. BARN (TO BE REMOVED) EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY LINE OF SIGHT PROP. CURB & GUTTER PROP. SIDEWALK PROP. SIDEWALK PROP. CURB & GUTTER EX. HOUSE (TO REMAIN) LINE OF SIGHT EX. PPEX. PPEX. PP EX. PP EX. PP EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. PROP. R/O/W PROP. R/O/W LINE OF SIGHT EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. FENCES TO REMAIN 21203 S.F.20286 S.F. 20019 S.F. 19474 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 13570 S.F.13633 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 25599 S.F. EX. DRIVEWAY (TO BE REMOVED) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. RIGHT-OF-WAY DEDICATION JOIN EX. CURB & GUTTER JOIN EX. CURB & GUTTER HOA MAINTENANCE EASEMENT HOA MAINTENANCE EASEMENT EX. ST. LT. EX. ST. LT. EX. ST. LT. EX. ST. LT. EX. ST. LT. PRIVATE EASEMENT (NORTH LIMIT) AREA DRAINS (TYP.) PROP. 12" HDPE DRAIN PIPE SERVES LOTS 9-13, CONVEYS W.Q.FLOWS TO BASIN IN LOT 9 PROP. 10' PRIVATE DRAINAGE EASEMENT HEADWALL FOR WQ PIPE TYPICAL BUILDING GRADING EX. DRIVEWAY EX.BUILDING EX.BUILDING EX. DRIVEWAY EX. ST. LT. Vesting Tentative Tract 20756 DETAILED SITE PLAN APN 1062-271-01 BANYAN ST. HE L L M A N A V E . STREET A ST R E E T B OWNER/DEVELOPER:MANNING HOMES 20151 SW BIRCH ST., STE.15 NEWPORT BEACH, CA 92660 CRAIG KOZMA CIVIL ENGINEER:ENCOMPASS ASSOCIATES, INC. 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 91737 AARON SKEERS 909.684.0093 askeers@encompasscivil.com LAND SURVEYOR KELSOE & ASSOCIATES, INC. 1835 FIRST ST. NORCO CA 92860 ROBERT KELSOE 951-736-2164 bobk@team-kelsoe.com SOILS ENGINEER:GEOTEK 1548 N MAPLE ST. CORONA, CA 92878 BRUCE HICK, G.E. 951-710-1160 bhick@geotekusa.com LOT TABULATION DE T A I L E D S I T E P L A N NOTES: GROSS AREA: 6.70 AC NET AREA: 5.61 AC DISTURBED AREA : 6.70 AC EXIST. IMPERVIOUS AREA: 0.51 AC NEW IMPERVIOUS AREA: 1.11 AC UTILITY PURVEYOR CONTACT INFORMATION ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92336 909-357-6581 NATURAL GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVE. RANCHO CUACMONGA, CA 91730 800 427-2200 WATER & SANITARY SEWER CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD ST. P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 909-987-2591 CABLE TV SPECTRUM 866-561-1825 TELEPHONE COX COMMUNICATIONS 844-503-0488 SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK C-3 e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 MATCH LINE SEE RIGHT MATCH LINE SEE LEFT MA T C H L I N E S E E S H E E T 5 PROP. COMMUNITY EQUESTRIAN TRAIL EX. R/O/W CL BOUNDARY PROP. CURB & GUTTER PROP. CURB & GUTTER PROP. SIDEWALK 15' PRIVATE EQUESTRIAN TRAIL CL PROP. CURB & GUTTEREX. R/O/W PROP. SIDEWALK HOA MAINTENANCE EASEMENT BOUNDARY 5' DRAINAGE DITCH EASEMENT 3' RET. MAX. 3' RET. MAX. 2' RET. MAX. PROP. SEWER EX. WATER EX. WATER EX. SEWER PROP. SEWEREX. SEWER EX. BARN (TO BE REMOVED) EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX.BUILDING EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY PROP. CURB & GUTTER PROP. SIDEWALK PROP. SIDEWALK PROP. CURB & GUTTER EX. HOUSE (TO REMAIN) EX.BUILDING EX. PPEX. PPEX. PP EX. PP EX. PP EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. PROP. R/O/W PROP. R/O/W EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. OVERHEAD UTILITIES TO BE UNDERGROUNDED. EX. FENCES TO REMAIN 21203 S.F.20286 S.F. 20019 S.F. 19474 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 13570 S.F.13633 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 25599 S.F. EX. DRIVEWAY (TO BE REMOVED) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. PARKWAY DRAIN (REVERSE DRAINING) PROP. RIGHT-OF-WAY DEDICATION JOIN EX. CURB & GUTTER JOIN EX. CURB & GUTTER HOA MAINTENANCE EASEMENT HOA MAINTENANCE EASEMENT EX. ST. LT. PRIVATE EASEMENT (NORTH LIMIT) AREA DRAINS (TYP.) PROP. 12" HDPE DRAIN PIPE SERVES LOTS 9-13, CONVEYS W.Q.FLOWS TO BASIN IN LOT 9 PROP. 10' PRIVATE DRAINAGE EASEMENT HEADWALL FOR WQ PIPE SECTION A-A NORTH BOUNDARY ELEVATION VIEW 1"=10' SECTION B-B WEST BOUNDARY ELEVATION VIEW 1"=10' SECTION C-C SOUTH BOUNDARY ELEVATION VIEW 1"=10' SECTION D-D EAST BOUNDARY ELEVATION VIEW 1"=10' SECTION E-E EAST BOUNDARY ELEVATION VIEW 1"=10' SECTION F-F WEST BOUNDARY ELEVATION VIEW 1"=10' Vesting Tentative Tract 20756 CONCEPTUAL GRADING PLAN BANYAN ST. HE L L M A N A V E . STREET A ST R E E T B CO N C E P T U A L G R A D I N G P L A N BENCHMARK EARTHWORK SUMMARY RAW CUT:10,660 CY RAW FILL:6,820 CY EST. BALANCE AFTER ADJUSTING FOR SHRINKAGE, SUBSIDENCE, OVER-EXCAVATION AND TRENCHING SPOILS. CONTRACTOR TO PREPARE INDEPENDENT EARTHWORK CALCULATION PRIOR TO BIDDING AND GRADING OPERATIONS. NOTES: GROSS AREA: 6.70 AC NET AREA: 5.61 AC DISTURBED AREA : 6.70 AC EXIST. IMPERVIOUS AREA: 0.50 AC NEW IMPERVIOUS AREA: 1.11 AC NOTE: OWNER/DEVELOPER:MANNING HOMES 20151 SW BIRCH ST., STE.15 NEWPORT BEACH, CA 92660 CRAIG KOZMA CIVIL ENGINEER:ENCOMPASS ASSOCIATES, INC. 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 91737 AARON SKEERS 909.684.0093 askeers@encompasscivil.com LAND SURVEYOR KELSOE & ASSOCIATES, INC. 1835 FIRST ST. NORCO CA 92860 ROBERT KELSOE 951-736-2164 bobk@team-kelsoe.com SOILS ENGINEER:GEOTEK 1548 N MAPLE ST. CORONA, CA 92878 BRUCE HICK, G.E. 951-710-1160 bhick@geotekusa.com UTILITY PURVEYOR CONTACT INFORMATION ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92336 909-357-6581 NATURAL GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVE. RANCHO CUACMONGA, CA 91730 800 427-2200 WATER & SANITARY SEWER CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD ST. P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 909-987-2591 CABLE TV SPECTRUM 866-561-1825 TELEPHONE COX COMMUNICATIONS 844-503-0488 SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-4 STR E E T A STR E E T B PARKING ON BOTH SIDES OF THE STREET PA R K I N G O N B O T H S I D E S O F T H E S T R E E T SECTION G-G NORTH/SOUTH ELEVATION VIEW 1"=10' SECTION G-G NORTH/SOUTH ELEVATION VIEW 1"=10' SECTION H-H EAST/WEST ELEVATION VIEW 1"=10' SECTION H-H EAST/WEST ELEVATION VIEW 1"=10' SECTION I-I LOT 13 TO LOT 5 ELEVATION VIEW 1"=10' EX.BUILDING LINE OF SIGHT CL CR O S S S E C T I O N S e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-5 MA T C H L I N E S E E L O W E R L E F T MA T C H L I N E S E E U P P E R R I G H T MA T C H L I N E S E E U P P E R R I G H T MA T C H L I N E S E E L O W E R L E F T BANYAN ST. e N EW S MA T C H L I N E S E E S H E E T 3 CI T Y S T A N D A R D D E T A I L S e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-6 H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=7.7' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=6' H=9'H=9' H=6' H=6' H=6' H=6' H=6'H=6' H=6' EX. HISTORIC HOUSE H=6'H=6' H=6' H=8' RET=2' RET=3'RET=3' H=6'H=6' H=6' H=6' H=6' H=6'H=6' H=6' H=6' H=6' H=6' H=7.7' H=6' H=6' H=6' H=6' H=6' H=6' H=6' 81.5TW 75.5TRW 84TW 78TRW 81.5TW 73.5TRW H=6' H=6' H=6' H=6' 21203 S.F.20286 S.F. 20019 S.F. 19474 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 13570 S.F.13633 S.F. 11775 S.F. 11775 S.F. 11775 S.F. 25599 S.F. RET=1.7' 97.1TW 89.2TRW 96.0TW 90.0TRW 97.4TW 91.4TRW Vesting Tentative Tract 20756 PRELIMINARY WALL PLAN APN 1062-271-01 BANYAN ST. HE L L M A N A V E . STREET A ST R E E T B WALL NOTES: PR E L I M I N A R Y W A L L P L A N NOTES: UTILITY PURVEYOR CONTACT INFORMATION ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92336 909-357-6581 NATURAL GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVE. RANCHO CUACMONGA, CA 91730 800 427-2200 WATER & SANITARY SEWER CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD ST. P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 909-987-2591 CABLE TV SPECTRUM 866-561-1825 TELEPHONE COX COMMUNICATIONS 844-503-0488 SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-7 Vesting Tentative Tract 20756 CUT/FILL MAP BANYAN ST. HE L L M A N A V E . CU T / F I L L M A P STREET A ST R E E T B AREA SUMMARY GROSS AREA: = 6.70 AC NET AREA: = 5.61 AC DISTURBED AREA : = 6.70 AC EARTHWORK SUMMARY MASS EXCAVATION 10,660 CY 6,820 CY SHRINKAGE (12.5%) - 852 CY SUBSIDENCE (0.15FT) - 1,529CY PAD OVEREX (3FT) 3,057 CY 500CY EXPORT OVERSIZED MATERIAL 2,000CY TOTAL EARTHWORK 12,660CY 12,758CY IMPORT: 98CY CUT FILL SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-8 EX. ST. LT. BIORETENTION BMP DETAIL NTS · · Vesting Tentative Tract 20756 PRELIMINARY WATER QUALITY MANAGEMENT PLAN BANYAN ST. HE L L M A N A V E . PR E L I M I N A R Y W A T E R Q U A L I T Y MA N A G E M E N T P L A N STREET A ST R E E T B N1 Education of Property Owners, Tenants and Occupants on Stormwater BMPs N2 Activity Restrictions N3 Landscape Management BMPs N4 BMP Maintenance N6 Local Water Quality Ordinances N11 Litter/Debris Control Program N12 Employee Training N15 Vacuum Sweeping of Private Streets and Parking Lots N17 Comply with all other applicable NPDES permits S1 Provide storm drain system stenciling and signage S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control SOURCE CONTROL BMP LEGEND SITE AREA INFORMATION TOTAL AREA 292,057 SF (6.70 AC) BUILDING AREA 50,525 SF PAVEMENT AREA 72,664 SF IMPERVIOUS AREA 123,189 SF (42%) PERVIOUS AREA 168,868 SF (58%) SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-9 GROSS AREA: 6.70 AC NET AREA: 5.61 AC DISTURBED AREA : 6.70 AC EXIST. IMPERVIOUS AREA: 0.51 AC NEW IMPERVIOUS AREA: 1.11 AC EX. ST. LT. EX. ST. LT. EX. ST. LT. SI T E P H O T O S PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 7 PHOTO 6 PHOTO 5 PHOTO 10 PHOTO 8 PHOTO 4 PHOTO 9 PHOTO 11 PHOTO 12 PHOTO 13 SITE VICINITY MAP N.T.S. BANYAN ST e N EW S BE R Y L S T AM E T H Y S T A V E LEMON AVE 210 FWY AR C H I B A L D A V E HE R M O S A A V E WILSON AVE HE L L M A N A V E CA R N E L I A N S T HILLSIDE RD HERITAGE PARK e N EW S RANCHO CUCAMONGA, CA 91737 5699 COUSINS PLACE CONSULTING CIVIL ENGINEERS ENCOMPASS ASSOCIATES, INC. (909) 684-0093 SHEET VERSION HISTORY DE V E L O P E R 3/ 3 / 2 0 2 6 MA N N I N G H O M E S 20 1 5 1 S W B I R C H S T . S T E . 1 5 NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 2 2 - 5 0 0 0 VE S T I N G T E N T A T I V E T R A C T N O . 2 0 7 5 6 C-10 10 2 0 3 T. T R A C T 2 0 7 5 6 R A N C H O C U C A M O N G A , C A L I F O R N I A L- 20 1 5 1 S . W . B I R C H S T R E E T S T E . 1 5 0 N E W P O R T B E A C H C A , 9 2 6 6 0 9 4 9 - 2 5 0 - 4 2 0 0 MA N N I N G HO M E S 7/ 9 / 2 0 2 5 CO N C E P T U A L LA N D S C A P E P L A N S TI T L E S H E E T 1 TITLE SHEET VICINITY MAPSHEET INDEXGENERAL NOTES L-2 L-1 L-3 T. TRACT 20756 RANCHO CUCAMONGA, CA PROJECT MANAGER: CRAIG KOZMA 20151 S.W. BIRCH STREET STE. 150 NEWPORT BEACH CA, 92660 949-250-4200 MANNING HOMES WATER EFFICIENT IRRIGATION DESIGN NOTES 1. AUTOMATIC CONTROLLER SHALL BE STATE OF THE ART TECHNOLOGY WITH DUAL PROGRAMS AND START TIMES FOR EFFICIENT WATER APPLICATIONS. IT SHALL BE CONNECTED TO AN ON-SITE WEATHER SENSOR DEVICE. 2. CONTROLLER SHALL BE CAPABLE OF WATER BUDGETING AND PROGRAMMING BASED UPON LOCAL EVAPOTRANSPIRATION RATES FROM EITHER "ON-SITE" WEATHER SENSOR OR FROM A LOCAL CIMIS WEATHER STATION. 3. AUTOMATIC FLOW SENSING PROTECTION WITH MASTER VALVE SHUT-OFF. 4. RAIN SENSING DEVICE CAPABLE OF AUTOMATIC SYSTEM SHUT DOWN. 5. VALVE DESIGN SHALL INCORPORATE SEPARATE HYDROZONES FOR TURF, SHRUB AND SLOPE AREAS BASED UPON N/E AND S/E SUN/SHADE EXPOSURES. 6. OPTIONAL MOISTURE SENSING DEVICES FOR SPECIFIC VALVE PROGRAMMING BASED UPON SOIL TYPE, ET, CROP COEFFICIENT FACTOR AND PRECIPITATION RATES FOR EACH HYDROZONE. 7. EACH HYDROZONE WILL BE DESIGNED WITH PCS SCREENS AND CHECK VALVES IN HEADS TO PREVENT OVER-SPRAY AND CONTROL WATER RUN-OFF/WASTE. 8. HYDROZONES SHALL BE DESIGNED WITH MATCHED PERCIPITATION RATE NOZZLES FOR OPTIMUM WATER APPLICATION. 9. SHRUB IRRIGATION DESIGN WILL INCORPORATE POINT TO POINT DRIP DEVICES AND/OR BUBBLERS AND 'LOW GALLAGE' NOZZLES TO USE WATER WISELY. 10. SYSTEM PROGRAMMING SHALL OCCUR IN EARLY MORNING HOURS WHEN WIND LEVELS AND SUN ARE MINIMAL TO PREVENT PLANT TRANSPIRATION. 11. ALL IRRIGATION DESIGN SHALL CONFORM TO CURRENT AB1881 REQUIREMENTS. OVERALL 30 SCALE PLAN AND EQUESTRIAN TRAIL SECTIONS TYPICAL FRONT YARD PLANTING & SITE DETAILS ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING STREET TREES, SHALL BE INSTALLED PER THE APPROVED PUBLIC IMPROVEMENT PLANS. IF THERE IS A DISCREPANCY BETWEEN THE PUBLIC AND PRIVATE PLANS, THE STREET IMPROVEMENT PLANS SHALL GOVERN. HOA LANDSCAPE NOTE: HOA MAINTAINED LANDSCAPING INCLUDES: - Water Quality Bio Swales/Easements Areas Lot 4, 8, &9. - All parkways. Hellman, Street "A", Street "B". PROJECT SITE 15 10 210 8TH 4TH ARROW FOOTHILL BASE LINE 19TH BANYAN 24TH ALMOND GROVE SAPPHIRE CARNELIAN ARCHIBALD HAVEN MILLIKEN ROCHESTER ETIWANDA EAST ARROW FOOTHILL BASELINE BANYAN HILLSIDE 8TH ALMOND EA S T ET I W A N D A RO C H E S T E R MI L L I K E N HA V E N CA R N E L I A N SA P P H I R E AR C H I B A L D VI N E Y A R D HE L L M A N MAWA: (ETO x 0.62 x 0.55 x 61,065) = (56.37) (0.62) x 33,586 = 1,178,810 gallons per year ETWU HZ1: (ETO) (0.62) = (56.37) (0.62) PFx HA IE .2 x 000 .81 ETWU HZ3: (ETO) (0.62) = (56.37) (0.62) PFx HA IE .4 x 360 .81 = (56.37) (0.62) (000) = 000 = (56.37) (0.62) (178) = 6,661 gal. ETWU HZ2: (ETO) (0.62) = (56.37) (0.62) PFx HA IE .4 x 51,065 .81 = (56.37) (0.62) (25,217) = 881,319 gal. ETWU HZ4: (ETO) (0.62) = (56.37) (0.62) PFx HA IE .7 x 6,654 .81 = (56.37) (0.62) (6,210) = 217,035 gal. TOTAL ETWU = 1,105,015 gallons per year TOTAL MAWA = 1,323,114 gallons per year HYDROZONE 1: LOW SHRUBS ON DRIP ZONE NO. DESCRIPTION WUCOLS # HYDROZONE 2: MEDIUM SHRUBS ON DRIP HYDROZONE 3: MEDIUM TREES ON DRIP HYDROZONE 4: HIGH GRASS ON DRIP HYDROZONE LEGEND AB 1881 IRRIGATION CALCULATIONS ETWU is 83% of MAWA 3/ 1 3 / 2 0 2 6 SH E E T S E T R E V I S I O N D A T E : 1 2 34 12 11 10 98 7 6 5 13 HE L L M A N A V E . BANYAN ST. ST R E E T ' B ' STREET 'A' PLAN 2C PLAN 1A PLAN 4A PLAN 4C PLAN 4B PLAN 3A PLAN 3C PLAN 3APLAN 3B PLAN 3C PLAN 3B PLAN 2A HISTORIC HOUSE 10 2 0 3 T. T R A C T 2 0 7 5 6 R A N C H O C U C A M O N G A , C A L I F O R N I A L- 20 1 5 1 S . W . B I R C H S T R E E T S T E . 1 5 0 N E W P O R T B E A C H C A , 9 2 6 6 0 9 4 9 - 2 5 0 - 4 2 0 0 MA N N I N G HO M E S 7/ 9 / 2 0 2 5 CO N C E P T U A L LA N D S C A P E P L A N 2 1" = 3 0 ' 0'10' 30'60' PLAN ELEV. GROUND COVER SHRUB / GROUND COVER PALETTE: SHRUB NAME SIZE /ON-CENTER MYOPORUM P. PROSTRATA 'PUTAH CREEK' MYOPORUM 1 gal @ 36" o.c. ROSMARINUS O. PROSTRATA 'HUNTINGTON BLUE' HUNTINGTON'S ROSEMARY 5 gal @ 48" o.c. LANTANA CAMARA 'NEW GOLD' YELLOW LANTANA 5 gal @ 60" o.c. ROSA FLORIBUNDA 'ICEBERG' ICEBERG ROSE 5 gal @ 42" o.c. PHOTINIA FRASERI FRASER'S PHOTINIA 5 gal @ 60" o.c. XYLOSMA CONGESTUM COMPACTA COMPACT XYLOSMA 5 gal @ 60" o.c. CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN BOTTLE BRUSH 5 gal @ 36" o.c. CISTUS SALIFOLIUS 'SUNSET' PINK ROCKROSE 5 gal @ 48" o.c. HESPERALOE PARVIFLORA RED YUCCA 5 gal @ 36" o.c. MOREA IRIDIOIDES FORTNIGHT LILY 5 gal @ 36" o.c. DODONEA VISCOSA PURPUREA PURPLE HOPSEED 5 gal @ 72" o.c. MUHLENBERGIA RIGENS DEERGRASS 1 gal @ 36" o.c. VIBURNUM TINUS COMPACTUM 'SPRING BOQUET' SPRING BOQUET LAURUSTINUS 5 gal @ 60" o.c. CALLISTEMON CITRINUS BOTTLEBRUSH 5 gal @ 60" o.c. ACACIA REDOLENS PROSTRATE ACACIA 5 gal @ 60" o.c. BACHARIS 'CENTENNIAL' CENTENNIAL DESERT BROOM 5 gal @ 60" o.c. LIGUSTRUM TEXANUM WAXLEAF PRIVET 5 gal @ 42" o.c. RAPHIOLEPIS INDICA 'SPRINGTIME' INDIAN HAWTHORN 15 gal @ 42" o.c. TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 gal @ 30" o.c. GROUND COVER NAME LONICERA JAPONICA 'HALLIANA' HALL'S HONEYSUCKLE rooted cuttings @ 24" o.c. OSTEOSPERMUM FRUTICOSUM AFRICAN DAISY rooted cuttings @ 24" o.c. VINCA MINOR DWARF PERIWINKLE rooted cutting @ 24" o.c. VINE: MYRTUS COMMUNIS 'COMPACTA' DWARF MYRTUS 5 GAL@ 36"o.c. ESCALLONIA FRADESII PINK ESCALLONIA 5 GAL @ 4' o.c. 2:1 SLOPE AREAS MULCH TOPDRESSING (UNDER OAK & ORANGE TREES) TURF SHRUBS & REAR YARDS DRIVEWAY GATE EXISTING NEIGHBORS PROPERTY LINE SECTION "A" SECTION "B" 6' TAN SPLIT FACE WALL & PILASTER 6' TAN PRECISION BLOCK WALL WALL / FENCE LEGEND 2-RAIL VINYL FENCE @ BANYAN ST. TRAIL (std. 1010-A) 36" METAL SIDE YARD GATE WATER QUALITY BIO SWALE WATER QUALITY BIO SWALE PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 gal @ 8' o.c. (@ DETENTION BASINS & HISTORICAL HOUSE) DETENTION BASIN: CALIFORNIA GRAY RUSH JUNCUS PATENS 1 gal @ 2' o.c. SECTION "A" 2:1 sl o p e lot 1 6' wall PRIVATE EQUESTRIAN D.G. TRAIL CONCRETE DRAINAGE SWALE 5'15' 6' wall 15' PRIVATE EQUESTRIAN D.G. TRAIL 6' wall6' wall DETENTION BASE 4'WIDE PARKWAY B STREET CURB & GUTTER 11'-6" CONCRETE vines on wall Juncus patens NTS NTS SECTION "B" HELLMAN AVE. TREES: TREE INVENTORY BANYAN ST. TREES: 'A' STREET TREES: 'B' STREET TREES: HISTORICAL HOUSE TREES: FRONT YARD TREES: REAR SLOPE TREES: 8 - 12 14 24 20 22 CORNER OAK TREES: 5 TOTAL TREES: 109 GS 5' 15' CONCRETE DRAINAGE SWALE PRIVATE EQUESTRIAN D.G. TRAIL SECTION "C" PUBLIC COMMUNITY EQUESTRIAN D.G. TRAIL EX I S T I N G P R I V A T E E Q U E S T R I A N D . G . T R A I L ( N A P ) BANYAN STREET CURB & GUTTER EQUESTRIAN VINYL FENCE 6'-6"10' lot 9 2:1 sl o p e 6' wall 6' WATER QUALITY SWALE PUBLIC EQUESTRIAN D.G. TRAIL NTS SECTION "C" TREE PALETTE SIZE WUCOLS PRIMARY FRONT YARD TREE (QTY. 10): "A" SPANISH OLEA EUROPAEA OLIVE (FRUITLESS) 24" box STD. L GEIJERA PARVIFLORA AUSTRALIAN WILLOW "B" CALIFORNIA CINNAMOMUM CAMPHORA CAMPHOR TREE 24" box M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" box L "C" FARM HOUSE PODOCARPUS GRACILIOR FERN PINE 24" box M CUPANIA ANACARDIOIDES CARROTWOOD 24" box M SECONDARY FRONT YARD TREE (QTY. 10): "A" CALIFORNIA LAGERSTROEMIA F. 'BILOXI' PINK CRAPE MYRTLE 24" box M "B" SPANISH LAGERSTROEMIA F. 'NATCHEZ' WHITE CRAPE MYRTLE 24" box M "C" FARM HOUSE LAGERSTROEMIA F. 'MUSKOGEE' LAVENDER CRAPE MYRTLE 24" box M REAR YARD SLOPE / WINDROW TREE (QTY. 22): TRISTANIA CONFERTA BRISBANE BOX 15 gal CITRUS GROVE TREE (QTY. 20): CITRUS SINENSIS ORANGE TREE 15 gal PROJECT ENTRY TREE (QTY 5) QUERCUS AGRIFOLIA COAST LIVE OAK 48" BOX VEGETATION LIST STREET PARKWAY TREE (QTY. 33): MAGNOLIA G. 'MAJESTIC BEAUTY' SOUTHERN MAGNOLIA 24" box HISTORICAL HOUSE ACCENT (QTY. 1): LAGERSTROEMIA FAURIEI CRAPE MYRTLE 24" box RANCH RANCH HORSE CORRAL, GATE & SLOPE ACCESS PER SEPARATE ENGINEER PLANS. (typcial lots 1 thru 4) CONCRETE DRIVEWAYS & WALKWAYS (TYPICAL) CONCRETE CITY SIDEWALK (TYPICAL) CONCRETE DRIVEWAYS & WALKWAYS (TYPICAL) CONCRETE CITY SIDEWALK (TYPICAL) SIDEWALK DECORATIVE TAN SPLIT-FACE WALL 6' HIGH TUBULAR STEEL FENCE AND GATE (@ HERITAGE HOUSE FRONT YARD) EXISTING NEIGHBORS FENCES PLAN 1 PLAN 4 STREET 'A' PLAN 3 PLAN 3 PLAN 2 LOT 9 10 2 0 3 T. T R A C T 2 0 7 5 6 R A N C H O C U C A M O N G A , C A L I F O R N I A L- 20 1 5 1 S . W . B I R C H S T R E E T S T E . 1 5 0 N E W P O R T B E A C H C A , 9 2 6 6 0 9 4 9 - 2 5 0 - 4 2 0 0 MA N N I N G HO M E S 7/ 9 / 2 0 2 5 TY P I C A L F R O N T Y A R D S CO N C E P T U A L LA N D S C A P E P L A N 3 1 16 "= 1 ' - 0 " SITE CONSTRUCTION DETAILS No Symbol P L A N T L E G E N D A SPANISH AGAPANTHUS A. 'QUEEN ANNE' LILY OF THE NILE 1 GAL. @ 18" O.C. MEDIUM CALIF RANCH TULBAGHIA VIOLACEA SOCIETY GARLIC 1 GAL. @ 18" O.C. MEDIUM FARMHOUSE LIRIOPE MUSCARI BIG BLUE LILY TURF 1 GAL. @ 18" O.C. MEDIUM B SPANISH BUXUS M. JAPONICA 'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL. @ 36" O.C. MEDIUM CALIF RANCH PITTOSPORUM T. 'WHEELER'S DWARF' DWARF TOBIRA 5 GAL. @ 36" O.C. MEDIUM FARMHOUSE MYRTUS COMMUNIS 'COMPACTA' MYRTLE 5 GAL. @ 36" O.C. MEDIUM C SPANISH CALLISTEMON V. 'LITTLE JOHN' DWARF CALLISTEMON 5 GAL. @ 48" O.C. LOW CALIF RANCH RAPHIOLEPIS INDICA 'SPRINGTIME' INDIAN HAWTHORN 5 GAL. @ 48" O.C. MEDIUM FARMHOUSE ILEX VOMITORIA 'STOKES DWARF' DWARF YAUPON 5 GAL. @ 48" O.C. LOW D SPANISH TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. @ 48" O.C. MEDIUM CALIF RANCH COTONEASTER DAMMERI 'LOWFAST' COTONEASTER 1 GAL. @ 48" O.C. MEDIUM FARMHOUSE ROSMARINUS O. 'PROSTRATUS' ROSEMARY 1 GAL. @ 48" O.C. LOW E SPANISH PHORMIUM T. 'TOM THUMB' NEW ZEALAND FLAX 1 GAL. LOW CALIF RANCH MORAEA BICOLOR FORTNIGHT LILY 1 GAL. MEDIUM FARMHOUSE HEMEROCALLIS HYBRIDA DAY LILY 1 GAL. MEDIUM F SPANISH NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. COLUMN MEDIUM CALIF RANCH PRUNUS CAROLINIANA 'COMPACTA' CAROLINA CHERRY 5 GAL. COLUMN MEDIUM FARMHOUSE PODOCARPUS MACROPHYLLUS 'MAKI' SHRUBBY YEW PINE 5 GAL. COLUMN MEDIUM G SPANISH ESCALLONIA FRADESII PINK ESCALLONIA 5 GAL. @ 48" O.C. MEDIUM CALIF RANCH LIGUSTRUM TEXANUM PRIVET 5 GAL. @ 48" O.C. MEDIUM FARMHOUSE LAURUS NOBILIS SWEET BAY 5 GAL. @ 48" O.C. MEDIUM H SPANISH PRUNUS CAROLINIANA CAROLINA CHERRY 15 GAL. @ 48" O.C. MEDIUM CALIF RANCH PODOCARPUS GRACILIOR FERN PINE 15 GAL. @ 48" O.C. MEDIUM FARMHOUSE JUNIPERUS C. SPARTAN SPARTAN JUNIPER 15 GAL. @ 48" O.C. MEDIUM J SPANISH XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL. @ 60" O.C. MEDIUM CALIF RANCH ELEAGNUS P. 'FRUITLANDII' SILVERBERRY 5 GAL. @ 60" O.C. LOW FARMHOUSE PHOTINIA FRASERI RED-TIPPED PHOTINIA 5 GAL. @ 60" O.C. MEDIUM K S/CR/FH MYOPORUM PARVIFOLIUM PROSTRATA CREEPING MYOPORUM 1 GAL. @ 48" O.C. LOW VINES V SPANISH PHAEDRANTHUS BUCCINATORIUS BLOOD-RED TRUMPET VINE 5 GAL. STAKED MEDIUM CALIF RANCH PANDOREA JASMINOIDES BOWER VINE 5 GAL. STAKED MEDIUM FARMHOUSE BIGNONIA VIOLACEA LAVENDER TRUMPET VINE 5 GAL. STAKED MEDIUM GROUND COVERS: 3" COVER FOREST FLOOR 0-2" SHREDDED BARK MULCH - TYPICAL. SOURCE: AGUINAGA FERTILIZER COMPANY IRVINE, CA (949) 786-9558 SODDED DWARF FESQUE BLEND TURF WITH SHOVEL-CUT EDGE HIGH (MARATHON II OR APPROVED EQUAL) ALL SHRUB BEDS: TREE PALETTE PLAN SIZE WUCOLS ELEV. PRIMARY FRONT YARD TREE): "A" SPANISH OLEA EUROPAEA OLIVE (FRUITLESS) 24" box STD. L GEIJERA PARVIFLORA AUSTRALIAN WILLOW "B" CALIFORNIA RANCH CINNAMOMUM CAMPHORA CAMPHOR TREE 24" box M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" box L "C" FARM HOUSE PODOCARPUS GRACILIOR FERN PINE 24" box M CUPANIA ANACARDIOIDES CARROTWOOD 24" box M SECONDARY FRONT YARD TREE: "A" CALIFORNIA RANCH LAGERSTROEMIA F. 'BILOXI' PINK CRAPE MYRTLE 24" box M "B" SPANISH LAGERSTROEMIA F. 'NATCHEZ' WHITE CRAPE MYRTLE 24" box M "C" FARM HOUSE LAGERSTROEMIA F. 'MUSKOGEE' LAVENDER CRAPE MYRTLE 24" box M & STREET "B" PARKWAY TREE: MAGNOLIA G. 'MAJESTIC BEAUTY' SOUTHERN MAGNOLIA 24" box M PROJECT ENTRY TREES QUERCUS AGRIFOLIA COAST LIVE OAK 48" box L T1 T2 T3 T4 SHRUB PALLETTE GS HELLMAN AVE, STREET 'A', 5 GAL. @ 30" O.C. 5 GAL. @ 42" O.C. NTS 4:12 4:12 4:12 4:12 4:12 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 SOLAR ROOF AREA: 959 SQ.FT. 2'-0" 1' - 0 " Plan 1A | Spanish Front 1.3.0 Building Elevations HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 04-15-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 10-14-25 PLAN 3C | FARMHOUSE Note: Artist’s Conception; Colors, Materials and Application May Vary. PLAN 4B | CALIFORNIA RANCH PLAN 2A | SPANISH PLAN 1A | SPANISH PROJECT TEAM MANNING HOMES - Craig Kozma 20151 SW Birch St. Ste. 150 Newport Beach, CA 92660 949.250.4200 craig@manninghomes.com www.manninghomes.com WILLIAM HEZMALHALCH ARCHITECTS, INC. - Juan Olvera 200 Commerce, Suite 200 Santa Ana, CA 92705 949.250.0607 juano@whainc.com WHAINC.com ENCOMPASS ASSOCIATES, INC. - Aaron Skeers, P.E., P.L.S. 5699 Cousins Pl. Rancho Cucamonga, CA 91737 909.684.0093 askeers@encompasscivil.com www.encompasscivil.com Stivers & Associates - Guy Stivers 160 Centennial Way Ste. 3 Tustin, CA 92780 714.838.9811 guystivers@att.net 1.1.0 Plan 1A Front Elevations 1.2.0 Plan 1A Spanish Floor Plan 1.2.1 Plan 1 Sections A & B 1.3.0 Plan 1A Spanish Front Elevation & Roof Plan 1.3.1 Plan 1A Spanish Building Elevations 2.1.0 Plan 2 Front Elevations 2.1.1 Plan 2 Sections A & B 2.2.0. Plan 2A Spanish Floor Plan 2.3.0 Plan 2A Spanish Front Elevation & Roof Plan 2.3.1 Plan 2A Spanish Building Elevations 2.4.0 Plan 2C Farmhouse Floor Plan 2.4.1 Plan 2C Farmhouse Front Elevation & Roof Plan 2.4.0 Plan 2C Farmhouse Building Elevations 3.1.0 Plan 3A Front Elevations | A, B and C Styles 3.2.0 Plan 3A Spanish Floor Plan 3.2.1 Plan 3 Sections A & B 3.3.1 Plan 3A Spanish Front Elevation & Roof Plan 3.3.2 Plan 3A Spanish Building Elevations 3.4.0 Plan 3B California Ranch Floor Plan 3.4.1 Plan 3B California Ranch Front Elevation & Roof Plan 3.4.2 Plan 3B California Ranch Building Elevations 3.5.0 Plan 3C Farmhouse Floor Plan 3.5.1 Plan 3C Farmhouse Front Elevation & Roof Plan 3.5.2 Plan 3C Farmhouse Building Elevations 4.1.0 Plan 4 Front Elevations | A, B and C Styles 4.2.0 Plan 4A Spanish Floor Plan 4.2.1 Plan 4 Sections A & B 4.3.0 Plan 4A Spanish Front Elevation & Roof Plan 4.3.1 Plan 4A Spanish Building Elevations 4.4.0 Plan 4B California Ranch Floor Plan 4.4.1 Plan 4B California Ranch Front Elevation & Roof Plan 4.4.2 Plan 4B California Ranch Building Elevations 4.5.0 Plan 4C Farmhouse Floor Plan 4.5.1 Plan 4C Farmhouse Front Elevation & Roof Plan 4.5.2 Plan 4C Farmhouse Building Elevations C&M.1 A-Spanish Color Boards and Exterior Written Schemes C&M.2 B-California Ranch Color Boards and Exterior Written Schemes C&M.3 C-Farmhouse Color Boards and Exterior Written Schemes ARCHITECTURAL SHEET INDEXAREA TABULATIONS FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. Name NOTE002CONCRETE DRIVE (BY OTHERS)005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTIONINDICATED006CONCRETE STOOP - SLOPE 14" PER FOOT MAXIMUM TO DRAIN IN THEDIRECTION INDICATED. LANDINGS SHALL HAVE A LENGTH MEASURED IN THEDIRECTION OF TRAVEL OF NOT LESS THAN 44": EXCEPT IN GROUPS R-3 AND U OCCUPANCIES AND WITHIN INDIVIDUAL UNITS OF GROUP R-2 NEED NOT TO EXCEED 36" (U.N.O.) PER CBC SECTION 1010.1.5 011 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL (SEE DETAIL 26/D5.1) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ATTICS BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER C.R.C. SECTION R302.6, TABLE 302.6. 105 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 221 LOCATION OF ENERGY STORAGE SYSTEM (ESS) PER CENC 150.0(S). LOCATION PER CRC SECTIONS R328.3.1 AND R328.4. 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER (18" HIGH PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING & TANKS PER CEnC 150.0(j) & WATER HEATING SYS. PER CEnC 150.0(n) SEE DETAIL 25/D5.1 312 INTERIOR RATED ELECTRIC FIREPLACE BY SIMPLIFIRE, MODEL SCION 78" CLEAN FACE LINEAR ELECTRIC FIREPLACE OR APPROVED EQ. - INSTALL PER MANUFACTURER'S INSTRUCTIONS. 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER CMC 1105.2. 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION. SEE DETAIL 1/D5.1 343 RANGE HOODS OR COMBINATION MICROWAVE/HOOD FANS ARE REQUIRED TO MEET THE REQUIREMENTS OF 3 SONES MAX. AT THE MIN. OPERATING SPEED OF 180 CFM OR 70% CAPTURE EFFICIENCY (CE) RATINGS PER CEnC TABLE 160.2-G. EXHAUST V.T.O. AIR. (KITCHENAID 48" VENT HOOD - KVWC908KSS, 1170 CFM) 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER. SEE DETAIL 30/D5.1 FOR ISLAND SINK VENTING PER CPC 909.0 357 UTILITY SINK 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE) 368 DOUBLE OVEN 369 MICROWAVE OVEN 371 WASHER SPACE WITH RECESSED WATER BOX 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DTERMINED IN ACCORDANCE WITH ASTM E1300. 384 DASHED LINE INDICATES REINFORCEMENT FOR GRAB BARS PER CRC R327.1.1. PROVIDE MIN. 2X8 SOLID BACKING AND SHALL BE LOCATED BETWEEN 32"-39.25" ABV. F.F. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED OR FOLDAWAY GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY PER CRC R327.1.1 EXCEPTION 1. SEE DETAIL 13/D5.1. 385 SHOWER - PREFABRICATED PAN - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 387 SHOWER - HOT MOP - SIZE PER PLAN 390 SHOWER SEAT - SLOPE 1/4" PER FOOT MINIMUM 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 419 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CEnC 150.0(a)3 SEE DETAIL 3/D5.1 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 451 KITCHEN ISLAND - PROVIDE 1" PVC SCHEDULE 40 ELECTRICAL UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 455 LINEN - FULL HT. 456 LINEN (UPPER & LOWER) 459 BASE CABINET 460 UPPER CABINET 461 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 466 COAT CLOSET 467 CABINET (BASE & UPPER) 469 SHELF AND POLE 502 STUCCO LOW WALL - REFER TO DETAIL 6/D2.16080 806030563056 16080 TEMP. GL. CENTER SLIDER 30 80 20 40 20 40 26 80 2680 30 80 26802680 26 56 26 56 2680 26 80 26 802680 3080 20 40 20 40 2880 20 40 26 50 26 50 26 56 26 56 80 80 20 40 30 56 26 56 16'-0" x 8'-0" SECT. GAR. DOOR 30 46 30 46 OPT 2880 BARN DOOR 50 56 20 40 3080 3080 30 46 DINING ROOM 10'-0" CLG. HS COVERED PORCH 10'-0" CLG. H.S. BY L.A. GREAT ROOM 12'-0" CLG. HS KITCHEN 10'-0" CLG. HS FLEX/OPT. CRAFT RM./ OPT. HOME OFFICE &OPT. EXERCISE RM. 10'-0" CLG. HS TANDEM 10'-0" CLG. CONCRETE DROP ZONE 10'-0" CLG. HS PANTRY 10'-0" CLG. HS ENTRY 10'-0" CLG. HS ENTRY COURTYARD H.S. BY L.A. 2-BAY GARAGE 10'-0" CLG. CONCRETE PORTICO 10'-0" CLG. H.S. BY L.A. BEDROOM 2/ OPT. SUITE BEDROOM 10'-0" CLG. HS LIVING ROOM OPT. DEN / OPT BDRM. 5 10'-0" CLG. HS PRIMARY BDRM 10'-0" CLG. HS PRIMARY BATH 10'-0" CLG. HS WALK-IN 10'-0" CLG. HS LAUNDRY 10'-0" CLG. HS BATH 3 10'-0" CLG. HS BATH 2 10'-0" CLG. HS BEDROOM 3 10'-0" CLG. HS HALL 10'-0" CLG. HS 2680 8060 30463046 WALK-IN 10'-0" CLG. HS AGIN IN PLACE 3080 5" 3080 2480 5" 5" 5" (OPT. 6080 TEMP. STACKED SLIDER) (OPT. 1580 TEMP. STACKED SLIDER) (OPT. 6080 TEMP STACKED SLIDER) BEDROOM 4/OPT. TEEN ROOM 10'-0" CLG. HS 6080 26 80 3060 30603060 26 60 26 60 * * * 2656 2656 3656 3056 * C HS * A A B B FLOOR AREA TABLE PLAN 1A FIRST LEVEL 3511 SQ. FT. TOTAL 3511 SQ. FT. GARAGE 672 SQ. FT. ENTRY COURTYARD 191 SQ. FT. PORTICO 108 SQ. FT. COVERED PORCH 268 SQ. FT. DWELLING PLAN SUMMARY - PLAN 1 ROOM TYPE QUANTITY BEDROOM(S)4-5 BATH(S) 3.5 FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 30 46 30 46 30 46 2680 26 80 30 80 3080 2880 2-BAY GARAGE 10'-0" CLG. CONCRETE LAUNDRY 10'-0" CLG. HS 20 40 26 46 PWDR 10'-0" CLG. HS PANTRY 10'-0" CLG. HS H.M.C. 10'-0" CLG. HS DEN 10'-0" CLG. HS 50 50 ENTRY COURTYARD H.S. BY L.A. 306030603060 20 26 20 26 20 26 30 46 KITCHEN 10'-0" CLG. HS DINING ROOM 10'-0" CLG. HS 80603056 30565" (OPT. 6080 TEMP. STACKED SLIDER) 26 56 PRIMARY BATH 10'-0" CLG. HS AGE IN PLACE 26 50 26 50 26 56 26 56 2668 3080 20 40 30 80 WALK-IN 10'-0" CLG. HS 8080 BEDROOM 2 10'-0" CLG. HS 26 80 6080 26 80 2680 26 80 6080 26 80 2680 5" 3080 26 80 26 80 30 80 PRIMARY BEDROOM 10'-0" CLG. HS FAMILY ROOM 10'-0" CLG. HS BEDROOM 3 10'-0" CLG. HS BEDROOM 4 10'-0" CLG. HS BATH 3 10'-0" CLG. HS BATH 2 10'-0" CLG. HS BATH 4 10'-0" CLG. HS ENTRY 10'-0" CLG. HS 20 40 20 40 30 56 30 56 30 56 3056 3056 26 56 26 56 30 56 COVERED PORCH 10'-0" CLG. H.S. BY L.A. COVERED ENTRY 10'-0" CLG. H.S. BY L.A. 20 26 B B A A 30 46 PORTICO H.S. BY L.A. FLOOR AREA TABLE PLAN 2A FIRST LEVEL 3551 SQ. FT. TOTAL 3551 SQ. FT. 2-BAY GARAGE 637 SQ. FT. COVERED ENTRY 60 SQ. FT. COVERED PORCH 184 SQ. FT. DWELLING PLAN SUMMARY - PLAN 2 ROOM TYPE QUANTITY BEDROOM(S) 4 BATH(S) 4.5 FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 011 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL FOR FUTURE (SEE DETAIL 26/D5.1) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER C.R.C. SECTION R302.7. 104 GAR. &/OR CARPORT W/ HABITABLE RMS. ABV. SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCT.(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER C.R.C. SECT. R302.6, TABLE 302.6. 105 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 221 LOCATION OF ENERGY STORAGE SYSTEM (ESS) PER CENC 150.0(S). LOCATION PER CRC SECTIONS R328.3.1 AND R328.4. 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER (18" HIGH PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING & TANKS PER CEnC 150.0(j) & WATER HEATING SYS. PER CEnC 150.0(n) SEE DETAIL 25/D5.1 312 INTERIOR RATED ELECTRIC FIREPLACE BY SIMPLIFIRE, MODEL SCION 78" CLEAN FACE LINEAR ELECTRIC FIREPLACE OR APPROVED EQ. - INSTALL PER MANUFACTURER'S INSTRUCTIONS. 321 333 DUCT CHASE ABOVE 343 RANGE HOODS OR COMBINATION MICROWAVE/HOOD FANS ARE REQUIRED TO MEET THE REQUIREMENTS OF 3 SONES MAX. AT THE MIN. OPERATING SPEED OF 180 CFM OR 70% CAPTURE EFFICIENCY (CE) RATINGS PER CEnC TABLE 160.2-G. EXHAUST V.T.O. AIR. (KITCHENAID 48" VENT HOOD - KVWC908KSS, 1170 CFM) 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER. SEE DETAIL 30/D5.1 FOR ISLAND SINK VENTING PER CPC 909.0 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE) 368 DOUBLE OVEN 369 MICROWAVE OVEN 371 WASHER SPACE WITH RECESSED WATER BOX 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DTERMINED IN ACCORDANCE WITH ASTM E1300. 384 DASHED LINE INDICATES REINFORCEMENT FOR GRAB BARS PER CRC R327.1.1. PROVIDE MIN. 2X8 SOLID BACKING AND SHALL BE LOCATED BETWEEN 32"-39.25" ABV. F.F. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED OR FOLDAWAY GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY PER CRC R327.1.1 EXCEPTION 1. SEE DETAIL 13/D5.1. 387 SHOWER - HOT MOP - SIZE PER PLAN 390 SHOWER SEAT - SLOPE 1/4" PER FOOT MINIMUM 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 412 OPEN TO ABOVE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 5/D5.1) 445 +42" GUARD (SEE DETAIL 5/D5.1). SPACING BETWEEN THE VERTICAL PICKETS AT GUARDS IS LESS THAN 4" AND OPEN SPACE AT BOTTOM OF GUARD IS LESS THAN 4", PER CRC R312.1.3 451 KITCHEN ISLAND - PROVIDE 1" PVC SCHEDULE 40 ELECTRICAL UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY 454 DESK 456 LINEN (UPPER & LOWER) 461 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 466 COAT CLOSET 467 CABINET (BASE & UPPER) 469 SHELF AND POLE UP 3056 30 80 3056 3056 26562656 30 56 30 56 30 80 20 40 30 56 30 56 80 80 3080 2680 2480 3060 30605060 3046 30 56 30 56 26 46 2880 26 40 308030 56 DINING ROOM 10'-0" CLG. HS COVERED PORCH 10'-0" CLG. CONC. GREAT ROOM 10'-0" CLG. HS KITCHEN 10'-0" CLG. HS TANDEM/ STORAGE BUTLER'SPANTRY 10'-0" CLG. HS ENTRY VOLUME CLG. HS 2-BAY GARAGE NOOK 10'-0" CLG. HS COVERED PATIO 10'-0" CLG. H.S. BY L.A. BATH 5 9'-0" CLG. HS PANTRY 9'-0" CLG. HS BATH 4 9'-0" CLG. HS HMC 10'-0" CLG. HS 19 R 2656 16080 TEMP. GL. CENTER SLIDER 5" 5" 5" MT MT DROP ZONE 9'-0" CLG. HS 26 80 26 80 PREP KIT. 9'-0" CLG. HS 2880 2880 W.I.C. 9'-0" CLG. HS 26 46 30 80 BDRM. 5/ OPT. DEN/OFFICE 10'-0" CLG. H.S. 6080 3080 * * B B MEDIA/ GAME ROOM/ OPT. BDRM 5 10'-0" CLG. HS A A FLOOR AREA TABLE PLAN 4A FIRST LEVEL 2593 SQ. FT. SECOND LEVEL 2408 SQ. FT. TOTAL 5001 SQ. FT. 2-BAY GARAGE + TANDEM 864 SQ. FT. COVERED ENTRY PORCH 96 SQ. FT. COVERED REAR PATIO 211 SQ. FT. DWELLING PLAN SUMMARY - PLAN 4 ROOM TYPE QUANTITY BEDROOM(S)5-6 BATH(S)5 FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 011 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL FOR FUTURE (SEE DETAIL 26/D5.1) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER C.R.C. SECTION R302.7. 104 GAR. &/OR CARPORT W/ HABITABLE RMS. ABV. SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCT.(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER C.R.C. SECT. R302.6, TABLE 302.6. 105 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 221 LOCATION OF ENERGY STORAGE SYSTEM (ESS) PER CENC 150.0(S). LOCATION PER CRC SECTIONS R328.3.1 AND R328.4. 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER (18" HIGH PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING & TANKS PER CEnC 150.0(j) & WATER HEATING SYS. PER CEnC 150.0(n) SEE DETAIL 25/D5.1 312 INTERIOR RATED ELECTRIC FIREPLACE BY SIMPLIFIRE, MODEL SCION 78" CLEAN FACE LINEAR ELECTRIC FIREPLACE OR APPROVED EQ. - INSTALL PER MANUFACTURER'S INSTRUCTIONS. 321 333 DUCT CHASE ABOVE 343 RANGE HOODS OR COMBINATION MICROWAVE/HOOD FANS ARE REQUIRED TO MEET THE REQUIREMENTS OF 3 SONES MAX. AT THE MIN. OPERATING SPEED OF 180 CFM OR 70% CAPTURE EFFICIENCY (CE) RATINGS PER CEnC TABLE 160.2-G. EXHAUST V.T.O. AIR. (KITCHENAID 48" VENT HOOD - KVWC908KSS, 1170 CFM) 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER. SEE DETAIL 30/D5.1 FOR ISLAND SINK VENTING PER CPC 909.0 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE) 368 DOUBLE OVEN 369 MICROWAVE OVEN 371 WASHER SPACE WITH RECESSED WATER BOX 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DTERMINED IN ACCORDANCE WITH ASTM E1300. 384 DASHED LINE INDICATES REINFORCEMENT FOR GRAB BARS PER CRC R327.1.1. PROVIDE MIN. 2X8 SOLID BACKING AND SHALL BE LOCATED BETWEEN 32"-39.25" ABV. F.F. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED OR FOLDAWAY GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY PER CRC R327.1.1 EXCEPTION 1. SEE DETAIL 13/D5.1. 387 SHOWER - HOT MOP - SIZE PER PLAN 390 SHOWER SEAT - SLOPE 1/4" PER FOOT MINIMUM 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 412 OPEN TO ABOVE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 5/D5.1) 445 +42" GUARD (SEE DETAIL 5/D5.1). SPACING BETWEEN THE VERTICAL PICKETS AT GUARDS IS LESS THAN 4" AND OPEN SPACE AT BOTTOM OF GUARD IS LESS THAN 4", PER CRC R312.1.3 451 KITCHEN ISLAND - PROVIDE 1" PVC SCHEDULE 40 ELECTRICAL UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY 454 DESK 456 LINEN (UPPER & LOWER) 461 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 466 COAT CLOSET 467 CABINET (BASE & UPPER) 469 SHELF AND POLE UP 30 80 30 56 30 80 20 40 30 56 30 56 80 80 3080 2680 2480 30 56 26 46 2880 26 40 308030 56 DINING ROOM 10'-0" CLG. HS COVERED PORC 10'-0" CLG. CONC. GREAT ROOM 10'-0" CLG. HS KITCHEN 10'-0" CLG. HS TANDEM/ STORAGE BUTLER'SPANTRY 10'-0" CLG. HS ENTRY VOLUME CLG. HS 2-BAY GARAGE NOOK 10'-0" CLG. HS COVERED PATIO 10'-0" CLG. H.S. BY L.A. BATH 5 9'-0" CLG. HS PANTRY 9'-0" CLG. HS BATH 4 9'-0" CLG. HS HMC 10'-0" CLG. HS 19 R 16080 TEMP. GL. CENTER SLIDER 5" 5" 5" MT MT DROP ZONE 9'-0" CLG. HS 26 80 26 80 PREP KIT. 9'-0" CLG. HS 2880 2880 W.I.C. 9'-0" CLG. HS 30 80 BDRM. 5/ OPT. DEN/OFFICE 10'-0" CLG. H.S. 6080 3080 * MEDIA/ GAME ROOM/ OPT. BDRM 5 10'-0" CLG. HS A A 3056 3056 GAME CLOSET 3056 3056 3056 BONUS ROOM / OPT. LIVING SUITE/ OPT. BEDROOM 6 10'-0" CLG. HS 30 56 26 46 3060 30605060 3046 30 56 * DWELLING PLAN SUMMARY - PLAN 4 ROOM TYPE QUANTITY BEDROOM(S)5-6 BATH(S)5 FLOOR AREA TABLE PLAN 4B FIRST LEVEL 2593 SQ. FT. SECOND LEVEL 2408 SQ. FT. TOTAL 5001 SQ. FT. 2-BAY GARAGE + TANDEM 864 SQ. FT. COVERED ENTRY PORCH 137 SQ. FT. COVERED REAR PATIO 211 SQ. FT. FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 30 46 30 46 30 46 2680 26 80 30 80 3080 2880 2-BAY GARAGE 10'-0" CLG. CONCRETE LAUNDRY 10'-0" CLG. HS 20 40 26 46 PWDR 10'-0" CLG. HS PANTRY 10'-0" CLG. HS H.M.C. 10'-0" CLG. HS DEN 10'-0" CLG. HS ENTRY COURTYARD H.S. BY L.A. 3060 30603060 20 26 20 26 20 26 30 46 KITCHEN 10'-0" CLG. HS DINING ROOM 10'-0" CLG. HS 80603056 30565" (OPT. 6080 TEMP. STACKED SLIDER) 26 56 PRIMARY BATH 10'-0" CLG. HS AGE IN PLACE 26 56 26 56 2668 3080 20 40 30 80 WALK-IN 10'-0" CLG. HS 8080 BEDROOM 2 10'-0" CLG. HS 26 80 6080 26 80 2680 26 80 6080 26 80 2680 5" 3080 26 80 26 80 30 80 PRIMARY BEDROOM 10'-0" CLG. HS FAMILY ROOM 10'-0" CLG. HS BEDROOM 3 10'-0" CLG. HS BEDROOM 4 10'-0" CLG. HS BATH 3 10'-0" CLG. HS BATH 2 10'-0" CLG. HS BATH 4 10'-0" CLG. HS ENTRY 10'-0" CLG. HS 20 40 20 40 30 56 30 56 30 56 30 56 COVERED PORCH 10'-0" CLG. H.S. BY L.A. COVERED ENTRY 10'-0" CLG. H.S. BY L.A. 20 26 B B A A 30 46 PORTICO H.S. BY L.A. 265630563056 26 56 50 50 DWELLING PLAN SUMMARY - PLAN 2 ROOM TYPE QUANTITY BEDROOM(S) 4 BATH(S) 4.5 FLOOR AREA TABLE PLAN 2C FIRST LEVEL 3551 SQ. FT. TOTAL 3551 SQ. FT. 2-BAY GARAGE 637 SQ. FT. COVERED ENTRY 60 SQ. FT. COVERED PORCH 184 SQ. FT. FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. Name NOTE 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION 329 DUCT CHASE 357 UTILITY SINK 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DTERMINED IN ACCORDANCE WITH ASTM E1300. 385 SHOWER - PREFABRICATED PAN - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 387 SHOWER - HOT MOP - SIZE PER PLAN 390 SHOWER SEAT - SLOPE 1/4" PER FOOT MINIMUM 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 411 LINE OF FLOOR BELOW 413 OPEN TO BELOW 419 ATTIC ACCESS - SIZE PER PLAN - DIMENSIONS ARE CLEAR. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 3/D5.1 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 444 +34"- +38" HANDRAIL (SEE DETAIL 5/D5.1) 445 +42" GUARD (SEE DETAIL 5/D5.1). SPACING BETWEEN THE VERTICAL PICKETS AT GUARDS IS LESS THAN 4" AND OPEN SPACE AT BOTTOM OF GUARD IS LESS THAN 4", PER CRC R312.1.3 456 LINEN (UPPER & LOWER) 464 SHELF (OR SHELVES) 469 SHELF AND POLE 26 80 DN 30 50 30 50 30502040 26 80 26 80 20 40 20 40 2680 2680 26 80 3050 26 50 26 50 30 50 3080 26 80 3080 2680 26 80 26 80 2680 2680 2680 26 80 3050 30 50 30 50 2680 3046 30463046 3050 BEDROOM 2 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. H.S. PRIMARY BATH 9'-0" CLG. H.S. LAUNDRY 9'-0" CLG. HS LOFT 9'-0" CLG. H.S. BEDROOM 3 9'-0" CLG. H.S. BEDROOM 4 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. H.S. BATH 2 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. H.S. BATH 3 9'-0" CLG. HS W.I.C. 9'-0" CLG. H.S. W.I.L. 9'-0" CLG. H.S. * * * B B A A 3050 20402040 2036 20362036 26 50 2650265020 36 20 36 20 36 20 36 2036 * 26 50 DWELLING PLAN SUMMARY - PLAN 4 ROOM TYPE QUANTITY BEDROOM(S)5-6 BATH(S)5 FLOOR AREA TABLE PLAN 4C FIRST LEVEL 2593 SQ. FT. SECOND LEVEL 2408 SQ. FT. TOTAL 5001 SQ. FT. 2-BAY GARAGE + TANDEM 864 SQ. FT. COVERED ENTRY PORCH 137 SQ. FT. COVERED REAR PATIO 211 SQ. FT. FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 2880 2-BAY GARAGE 10'-0" CLG. CONCRETE 30 80 3080 30 80 MT 30 80 2680 PANTRY 10'-0" CLG. HS 30 80 30 46 30 50 KITCHEN 10'-0" CLG. HS DROP 10'-0" CLG. HS DINING 10'-0" CLG. HS 80 60 5" 16080 TEMP. GL. CENTER SLIDER 5"80805" COVERED PORCH 10'-0" CLG. H.S. BY L.A. FAMILY ROOM OPEN TO ABOVE HS DEN / OFFICE 10'-0" CLG. HS 30 50 30 50 2680 DEN / BEDROOM 5 10'-0" CLG. HS 26 80 26 80 50 50 ENTRY 10'-0" CLG. HS BEDROOM 4 10'-0" CLG. HS BATH 4 10'-0" CLG. HS BATH 5 10'-0" CLG. HS 20 26 20 26 30 502656 2656 30 56 30 56 FOYER VOLUME CLG. HS 3060 30603060 30 46 30 50 COVRD ENTRY 10'-0" CLG. HS 30 46 B B A AUP 19R DWELLING PLAN SUMMARY - PLAN 3 ROOM TYPE QUANTITY BEDROOM(S) 4 / 5 BATH(S) 4.5 FLOOR AREA TABLE PLAN 3C FIRST LEVEL 2586 SQ. FT. SECOND LEVEL 2239 SQ. FT. TOTAL 4825 SQ. FT. 2-BAY GARAGE 787 SQ. FT. COVERED ENTRY 59 SQ. FT. OUTDOOR RM.325 SQ. FT. FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 2880 2-BAY GARAGE 10'-0" CLG. CONCRETE 30 80 3080 30 80 MT 30 80 2680 PANTRY 10'-0" CLG. HS 30 80 30 46 30 50 KITCHEN 10'-0" CLG. HS DROP 10'-0" CLG. HS DINING 10'-0" CLG. HS80 60 5" 16080 TEMP. GL. CENTER SLIDER 5"80805" COVERED PORCH 10'-0" CLG. H.S. BY L.A. FAMILY ROOM OPEN TO ABOVE HS DEN / OFFICE 10'-0" CLG. HS 30 50 30 50 2680 DEN / BEDROOM 5 10'-0" CLG. HS 26 80 26 80 50 50 ENTRY 10'-0" CLG. HS BEDROOM 4 10'-0" CLG. HS BATH 4 10'-0" CLG. HS BATH 5 10'-0" CLG. HS 20 26 20 26 30502656 26 56 30 56 30 56 FOYER VOLUME CLG. HS 306030603060 30 46 30 50 COVRD ENTRY 10'-0" CLG. HS 30 46 B B A AUP 19R FLOOR AREA TABLE PLAN 3A FIRST LEVEL 2586 SQ. FT. SECOND LEVEL 2239 SQ. FT. TOTAL 4825 SQ. FT. 2-BAY GARAGE 787 SQ. FT. COVERED ENTRY 59 SQ. FT. OUTDOOR RM.325 SQ. FT. DWELLING PLAN SUMMARY - PLAN 3 ROOM TYPE QUANTITY BEDROOM(S) 4 / 5 BATH(S) 4.5 FLOOR PLAN KEY NOTES FLOOR PLAN NOTES 1.REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET A0.00 FOR ADDITIONAL INFORMATION AND CLEARANCES. 2.ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3.CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4.EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5.GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6.FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 AND A.Q.M.D. RULE 445. 7.COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8.COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 9.ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 10.MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 11.MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 2880 2-BAY GARAGE 10'-0" CLG. CONCRETE 30 80 3080 30 80 MT 30 80 2680 PANTRY 10'-0" CLG. HS 30 80 30 46 30 50 KITCHEN 10'-0" CLG. HS DROP 10'-0" CLG. HS DINING 10'-0" CLG. HS 80 60 5" 16080 TEMP. GL. CENTER SLIDER 5"80805" COVERED PORCH 10'-0" CLG. H.S. BY L.A. FAMILY ROOM OPEN TO ABOVE HS DEN / OFFICE 10'-0" CLG. HS 30 50 30 50 2680 DEN / BEDROOM 5 10'-0" CLG. HS 26 80 26 80 50 50 ENTRY 10'-0" CLG. HS BEDROOM 4 10'-0" CLG. HS BATH 4 10'-0" CLG. HS BATH 5 10'-0" CLG. HS 20 26 20 26 30502656 26 56 30 56 30 56 FOYER VOLUME CLG. HS 3060 30603060 30 46 30 50 COVRD ENTRY 10'-0" CLG. HS 30 46 B B A AUP 19R DWELLING PLAN SUMMARY - PLAN 3 ROOM TYPE QUANTITY BEDROOM(S) 4 / 5 BATH(S) 4.5 FLOOR AREA TABLE PLAN 3B FIRST LEVEL 2586 SQ. FT. SECOND LEVEL 2239 SQ. FT. TOTAL 4825 SQ. FT. 2-BAY GARAGE 787 SQ. FT. COVERED ENTRY 59 SQ. FT. OUTDOOR RM.325 SQ. FT. 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Scheme 1 Pwdr 6080 80603056 3056 16080 TEMP. GL. CENTER SLIDER 30 80 20 40 20 40 26 80 2680 30 80 26802680 26 56 26 56 2680 26 80 26 802680 3080 20 40 20 40 2880 20 40 26 50 26 50 26 56 26 56 80 80 20 40 30 56 26 56 16'-0" x 8'-0" SECT. GAR. DOOR 30 46 30 46 OPT 2880 BARN DOOR 50 56 20 40 3080 3080 30 46 2680 8060 30463046 3080 5"5" 3080 2480 5"5" 5"5" 5"5" (OPT. 6080 TEMP. STACKED SLIDER) (OPT. 1580 TEMP. STACKED SLIDER) (OPT. 6080 TEMP STACKED SLIDER) 6080 26 80 3060 30603060 26 60 26 60 * * * 2656 2656 3656 30 56 * B B A A 13'-5"11'-3"x Bedroom 2 14'-8"13'-0"x Entry Courtyard 8'-4"13'-0"x Portico 21'-5"21'-1"x 2 Car Garage 14'-1"10'-11"x Flex Space 19'-11"20'-0"x Great Room 16'-1"20'-5"x Primary Bedroom 12'-0"22'-4"x Covered Porch 12'-11"13'-11"x Dining Room 8'-7"13'-3"x Laundry 12'-11"13'-4"x Dining/Den/Bdrm. 5 16'-8"11'-1"x Tandem Bath 3 Hall Pantry WIC Kitchen 34 LF Pwdr Co a t s 12'-9"11'-3"x Bedroom 3 11'-1"11'-1"x Bdrm 4/ Teen Rm Volume Ceiling WIC Entry Li n e n Li n e n Li n e n Bath 2 Drop Zone Primary Bath 70'-0" 21'-4"22'-4"14'-10"11'-6" 76 ' - 4 " 38 ' - 5 " 2' - 0 " 9' - 8 " 26 ' - 3 " 76 ' - 4 " 13 ' - 6 " 54 ' - 6 " 4' - 8 " 3' - 8 " 70'-0" 22'-0"13'-0"11'-6"12'-0"11'-6" WD 1.2.0HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 Plan 1A | Spanish FLOOR PLAN 3,511 SF 4 Bdrm|3.5 Bath|Opt. BD. 5 Portico - 108 SF 2-Bay Garage - 672 SF 10'-1" Plate 10-14-25 T.G.T.G. COVERED PORCH ENTRY ENTRY COURTYARD PORTICO ENTRY COURTYARD 2-BAY GARAGE DINING ROOM/ OPT. DEN/ OPT. BDRM. 5LAUNDRY Plan 1 Section A Section B 1.2.1 Building Sections HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 10-14-25 10-14-25 Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 1 8946 123271110 Scheme 1 Roof Plan Rake: 12” Eave: 24” Note: Artist’s Conception; Colors, Materials and Application May Vary. 10-14-25 3286 6647 634 721 Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 18’ MAX. 18’ MAX.18’ MAX. 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Scheme 3 Scheme 8 30 46 30 46 30 46 2680 26 80 30 80 3080 2880 20 40 26 46 50 50 3060 30603060 20 26 20 26 20 26 30 46 80603056 30565"5" (OPT. 6080 TEMP. STACKED SLIDER) 26 56 26 50 26 50 26 56 26 56 2668 3080 20 40 30 80 8080 26 80 6080 26 80 2680 26 80 6080 26 80 2680 5"5" 3080 26 80 26 80 30 80 20 40 20 40 30 56 30 56 30 56 3056 3056 2656 2656 30 56 20 26 B B A A 30 46 23'-6"18'-2"x Great Room 12'-7"15'-1"x Dining Room 10'-6"17'-6"x Covered Patio 13'-3"11'-6"x Bedroom 4 28'-6"21'-1"x 2 Car Garage 13'-3"11'-9"x Bedroom 3 13'-3"11'-9"x Bedroom 2 11'-5"11'-1"x Den 17'-1"18'-1"x Primary Bedroom 9'-1"11'-3"x Laundry 3'-0"6'-6"x Covered Entry Bath 4 Entry Coats WIC Primary Bath Li n e n Li n e n Li n e n Li n e n Bath 3 Bath 2 H.M.C. Pantry Kitchen Pwdr Li n e n 33 LF Linen 94 ' - 0 " 1' - 6 " 16 ' - 6 " 10 ' - 6 " 65 ' - 6 " 16'-6"17'-6"19'-0" 94 ' - 0 " 39 ' - 0 " 12 ' - 0 " 39 ' - 6 " 1' - 6 " 2' - 0 " 53'-0" 12'-6"12'-0"6'-6"22'-0" Entry Courtyard WD 6'-6"6'-6"x Portico 2.2.0HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 FLOOR PLAN Plan 2A | Spanish 3,551 SF 4 Bdrm|4.5 Bath Covered Entry - 60 SF 2-Bay Garage - 637 SF 10'-1" Plate 10-14-25 COVERED PORCH ENTRY COURTYARD PORTICOENTRYFAMILY ROOM ENTRY COURTYARD2-BAY GARAGE BEDROOM 2 Plan 2 Section A Section B 2.2.1 Building Sections HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 10-14-25 10-14-25 Roof Plan Rake: 12” Eave: 24” Note: Artist’s Conception; Colors, Materials and Application May Vary. 112 4 1062311 Scheme 3Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 3 6 664 664721 Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 18’ MAX.18’ MAX. 18’ MAX.18’ MAX. 18’ MAX. 30 46 30 46 30 46 2680 26 80 30 80 3080 2880 20 40 26 46 3060 30603060 20 26 20 26 20 26 30 46 80603056 30565" (OPT. 6080 TEMP. STACKED SLIDER) 26 56 26 56 26 56 2668 3080 20 40 30 80 8080 26 80 6080 26 80 2680 26 80 6080 26 80 2680 5" 3080 26 80 26 80 30 80 20 40 20 40 30 56 30 56 30 56 30 56 20 26 B B A A 30 46 265630563056 2656 50 50 23'-6"18'-2"x Great Room 12'-7"15'-1"x Dining Room 10'-6"17'-6"x Covered Patio 13'-3"11'-6"x Bedroom 4 28'-6"21'-1"x 2 Car Garage 13'-3"11'-9"x Bedroom 3 13'-3"11'-9"x Bedroom 2 11'-5"11'-1"x Den 17'-1"18'-1"x Primary Bedroom 9'-1"11'-3"x Laundry 3'-0"6'-6"x Covered Entry Bath 4 Entry Coats WIC Primary Bath Li n e n Li n e n Li n e n Li n e n Bath 3 Bath 2 H.M.C. Pantry Kitchen Pwdr Li n e n 33 LF Linen 94 ' - 0 " 1' - 6 " 90 ' - 6 " 16'-6"17'-6"19'-0" 94 ' - 0 " 1' - 6 " 2' - 0 " 53'-0" 12'-212"12'-31 2"6'-6"22'-0" Entry Courtyard 2' - 0 " 90 ' - 6 " 6'-6"6'-6"x Portico 2.5.0HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 Plan 2C | Farmhouse 3,551 SF 4 Bdrm|4.5 Bath| Covered Entry - 60 SF 2-Bay Garage - 637 SF 10'-1" Plate FLOOR PLAN 10-14-25 30 46 30 46 30 46 20 40 26 46 3060 30603060 20 26 20 26 20 26 30 46 3056 30565"5" 26 56 26 56 26 56 20 40 5"5" 20 40 20 40 30 56 30 56 30 56 30 56 20 26 23'-6"18'-2"x FAMILY ROOM 12'-7"15'-1"x DINING 10'-6"17'-6"x COV'D PATIO KITCHEN ENTRY BATH 2 PANTRY 13'-3"11'-6"x BDRM 4 28'-6"21'-1"x 2-BAY GARAGE 13'-3"11'-9"x BDRM 3 13'-3"11'-9"x BDRM 2 11'-5"11'-1"x DEN BATH 3 BATH 4 17'-1"18'-1"x PRIMARY BDRM PRIMARY BATH 9'-1"11'-3"x LAUNDRY LINEN W.I.C. 3'-0"6'-6"x COV'D ENTRY LINEN LINEN COAT H.M.C. 26 5630563056 26 56 50 50 2.4.0HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 03-12-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 3,551 SF 4 Bdrm|4.5 Bath| Covered Entry - 60 SF 2-Bay Garage - 637 SF 10'-1" Plate FLOOR PLAN Plan 2C | Farmhouse 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof: Concrete Flat Tile Roof Fascia: 2x6 Wood Fascia Metal Roof: Shed with Rafter tails and Outlookers Gable Accent: Horizontal Siding / Vertical Board and Batts Exterior: Stucco 16/20 Sand Finish / Vertical Board and Batts Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Stucco Over Foam Trim 20/30 Sand Finish at Stone Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Stone Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 FARMHOUSE - C Roof Plan Rake: 12” Eave: 12” 81245 4 71023111 Scheme 8 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 47 7 9 4510 7745 10921 Roof: Concrete Flat Tile Roof Fascia: 2x6 Wood Fascia Metal Roof: Shed with Rafter tails and Outlookers Gable Accent: Horizontal Siding / Vertical Board and Batts Exterior: Stucco 16/20 Sand Finish / Vertical Board and Batts Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Stucco Over Foam Trim 20/30 Sand Finish at Stone Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Stone Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 FARMHOUSE - C 18’ MAX.18’ MAX. 18’ MAX.18’ MAX. 18’ MAX. 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Scheme 5 Scheme 2 Scheme 7 2880 30 80 3080 30 80 MT 30 80 2680 30 80 30 46 30 50 80 60 5"5" 16080 TEMP. GL. CENTER SLIDER 5"5"80805"5" 30 50 30 50 2480 26 80 26 80 26 80 50 50 20 26 20 26 30502656 26 56 30 56 30 56 30 60 30 603060 30 46 30 50 30 46 B B A AUP 19R 19'-9"18'-6"x Family Room 8'-7"16'-7"x Dining 9'-0"31'-6"x Covered Patio 11'-8"12'-7"x Den/Bedroom 5 7'-6"7'-0"x Covered Entry 19'-9"12'-1"x Den/Office Co a t s Pantry Drop Zone 25'-1"23'-7"x 2 Car Garage 13'-0"11'-1"x Tandem/Storage Foyer Coats WIC Bath 4 12'-5"17'-7"x Bedroom 4 Kitchen Bath 5 50'-0" 17'-6" 81 ' - 6 " 70 ' - 6 " 32'-6" 1' - 0 " 1' - 0 12" 8' - 1 1 1 2" 50'-0" 24'-6"7'-0"18'-6" 81 ' - 6 " 10 ' - 0 " 71 ' - 6 " Entry 10 ' - 0 " 8080 30 50 30 50 26 80 30 50 2680 3046 20362036 26 80 2036 3050 3050 2036 20 36 20 36 3080 20 40 26 80 3050 30 50 30 50 30 50305030503050 30 50 30 50 20 50 20 402680 26 80 26 80 2680 30 80 20 50 20 50 20 50 50 50 26 80 20 50 20 36 2680 2680 A A B B DN 19R 14'-5"12'-9"x Bedroom 2 11'-1"12'-9"x Bedroom 3 17'-7"17'-4"x Primary Bedroom 9'-1"8'-9"x Laundry 19'-11"14'-9"x Bonus Open To Below Open To Below Linen Bath 2 WIC 1 WIC 2 Closet Bath 3 WIC Primary Bath Li n e n 50'-0" 81 ' - 6 " 8' - 1 1 1 2" 50'-0" 18'-6" 81 ' - 6 " 10 ' - 0 " 3' - 6 1 2" 5' - 6 " 53 ' - 6 " 60 ' - 1 0 " 1' - 8 1 2" 7'-0"15'-6"9'-0" 10 ' - 0 " 8' - 1 1 1 2" W D 3.2.0HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 4,802 SF 4 Bdrm|5 Bath| Opt. Bd. 5 | Covered Entry - 49 SF 2-Bay Garage - 809 SF 10'-1" Lower Plate 9'-1" Upper Plate FLOOR PLAN Plan 3A | Spanish FIRST LEVEL FLOOR PLAN - 2,586 SQ.FT. SECOND LEVEL FLOOR PLAN - 2,215 SQ.FT. 10-14-25 COVERED ENTRY FOYER FAMILY ROOM COVERED PATIO BATH 2 DROP TANDEM / STORAGE W.I.C.PRIMARY BATHROOM Plan 3 Section A Section B 3.2.1 Building Sections HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 10-14-25 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof Plan Rake: 12” Eave: 24” 1124 672311 Scheme 2Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 6 4 6 4 6 642 1 Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 18’ MAX.18’ MAX.18’ MAX. 18’ MAX.18’ MAX. 18’ MAX. 18’ MAX. 2880 30 80 3080 30 80 MT 30 80 2680 30 80 30 46 30 50 80 60 5" 16080 TEMP. GL. CENTER SLIDER 5"80805" 30 50 30 50 2680 26 80 26 80 50 50 20 26 20 26 30 502656 2656 30 56 30 56 3060 30603060 30 46 30 50 30 46 B B A AUP 19R 19'-9"18'-6"x Family Room 8'-7"16'-7"x Dining 9'-0"31'-6"x Covered Patio 11'-8"12'-7"x Den/Bedroom 5 7'-6"7'-0"x Covered Entry 19'-9"12'-1"x Den/Office Co a t s Pantry Drop Zone 25'-1"23'-7"x 2 Car Garage 13'-0"11'-1"x Tandem/Storage Foyer Coats WIC Bath 4 12'-5"17'-7"x Bedroom 4 Kitchen Bath 5 50'-0" 17'-6" 81 ' - 6 " 70 ' - 6 " 32'-6" 1' - 0 " 1' - 0 1 2" 8' - 1 1 1 2" 50'-0" 24'-6"7'-0"18'-6" 81 ' - 6 " 10 ' - 0 " 71 ' - 6 " Entry 10 ' - 0 " 8080 30 50 30 50 26 80 30 50 2680 26 80 20362036 20 36 20 36 3080 20 40 26 80 3050 3050 3050 3050305030503050 3050 3050 20 50 20 402680 26 80 26 80 2680 30 80 20 50 20 50 20 50 50 50 26 80 20 50 20 36 2680 2680 A A B DN 19R 2050 30 502036 20 36 2050 2050 14'-5"12'-9"x Bedroom 2 11'-1"12'-9"x Bedroom 3 17'-7"17'-4"x Primary Bedroom 9'-1"8'-9"x Laundry Open To Below Open To Below Linen Bath 2 WIC 1 WIC 2 Closet Bath 3 WIC Primary Bath Li n e n 50'-0" 81 ' - 6 " 8' - 1 1 1 2" 50'-0" 18'-6" 81 ' - 6 " 10 ' - 0 " 3' - 6 1 2" 5' - 6 " 53 ' - 6 " 60 ' - 1 0 " 1' - 8 1 2" 7'-0"15'-6"9'-0" 10 ' - 0 " 8' - 1 1 1 2" 19'-11"14'-9"x Bonus 3.4.0 Plan 3B | California Ranch HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 4,802 SF 4 Bdrm|5 Bath| Opt. Bd. 5 | Covered Entry - 49 SF 2-Bay Garage - 809 SF 10'-1" Lower Plate 9'-1" Upper Plate FLOOR PLAN FIRST LEVEL FLOOR PLAN - 2,586 SQ.FT. SECOND LEVEL FLOOR PLAN - 2,215 SQ.FT. 10-14-25 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia With 4x6 Rafter Tails Gable Accent: Board and Batt Siding & Exposed Wood Corbels Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Brick Accents at Brick Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Brick Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 CALIFORNIA RANCH - B Roof Plan Rake: 12” Eave: 18” 1114 73672 910 Scheme 5 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia With 4x6 Rafter Tails Gable Accent: Board and Batt Siding & Exposed Wood Corbels Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Brick Accents at Brick Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Brick Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 CALIFORNIA RANCH - B 6 4 6 394 3 9421 18’ MAX.18’ MAX.18’ MAX. 18’ MAX.18’ MAX. 18’ MAX. 18’ MAX. 2880 30 80 3080 30 80 MT 30 80 2680 30 80 30 46 30 50 80 60 5" 16080 TEMP. GL. CENTER SLIDER 5"80805" 30 50 30 50 2680 26 80 26 80 50 50 20 26 20 26 30 502656 2656 30 56 30 56 3060 30603060 30 46 30 50 30 46 B B A AUP 19R 19'-9"18'-6"x Family Room 8'-7"16'-7"x Dining 9'-0"31'-6"x Covered Patio 11'-8"12'-7"x Den/Bedroom 5 7'-6"7'-0"x Covered Entry 19'-9"12'-1"x Den/Office Co a t s Pantry Drop Zone 25'-1"23'-7"x 2 Car Garage 13'-0"11'-1"x Tandem/Storage Foyer Coats WIC Bath 4 12'-5"17'-7"x Bedroom 4 Kitchen Bath 5 50'-0" 17'-6" 81 ' - 6 " 70 ' - 6 " 32'-6" 1' - 0 " 1' - 0 1 2" 8' - 1 1 1 2" 50'-0" 24'-6"7'-0"18'-6" 81 ' - 6 " 10 ' - 0 " 71 ' - 6 " Entry 10 ' - 0 " 8080 30 50 30 50 26 80 30 50 2680 26 80 2036 3050 3050 2036 20 36 20 36 3080 20 40 26 80 3050 3050 3050 3050305030503050 3050 3050 20 50 20 402680 26 80 26 80 2680 30 80 20 50 20 50 20 50 50 50 26 80 20 50 20 36 2680 2680 A A B B DN 19R 2050 20 50 20 502050 14'-5"12'-9"x Bedroom 2 11'-1"12'-9"x Bedroom 3 17'-7"17'-4"x Primary Bedroom 9'-1"8'-9"x Laundry Open To Below Open To Below Linen Bath 2 WIC 1 WIC 2 Closet Bath 3 WIC Primary Bath Li n e n 50'-0" 81 ' - 6 " 8' - 1 1 1 2" 50'-0" 18'-6" 81 ' - 6 " 10 ' - 0 " 3' - 6 1 2" 5' - 6 " 53 ' - 6 " 60 ' - 1 0 " 1' - 8 1 2" 7'-0"15'-6"9'-0" 10 ' - 0 " 8' - 1 1 1 2" 19'-11"14'-9"x Bonus 3.5.0 Plan 3C | Farmhouse HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 4,802 SF 4 Bdrm|5 Bath| Opt. Bd. 5 | Covered Entry - 49 SF 2-Bay Garage - 809 SF 10'-1" Lower Plate 9'-1" Upper Plate FLOOR PLAN FIRST LEVEL FLOOR PLAN - 2,586 SQ.FT. SECOND LEVEL FLOOR PLAN - 2,215 SQ.FT. 10-14-25 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof Plan Rake: 12” Eave: 12” 81244510721311Scheme 7 Roof: Concrete Flat Tile Roof Fascia: 2x6 Wood Fascia Metal Roof: Shed with Rafter tails and Outlookers Gable Accent: Horizontal Siding / Vertical Board and Batts Exterior: Stucco 16/20 Sand Finish / Vertical Board and Batts Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Stucco Over Foam Trim 20/30 Sand Finish at Stone Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Stone Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 FARMHOUSE - C 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 57 744510 7745 1021 Roof: Concrete Flat Tile Roof Fascia: 2x6 Wood Fascia Metal Roof: Shed with Rafter tails and Outlookers Gable Accent: Horizontal Siding / Vertical Board and Batts Exterior: Stucco 16/20 Sand Finish / Vertical Board and Batts Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Stucco Over Foam Trim 20/30 Sand Finish at Stone Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Stone Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 FARMHOUSE - C 18’ MAX.18’ MAX.18’ MAX. 18’ MAX.18’ MAX. 18’ MAX. 18’ MAX. 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Scheme 3 Scheme 6 Scheme 9 60'-0" 40'-0" 69 ' - 0 " 63 ' - 4 " UP 3056 30 80 3056 30 56 2656 2656 30 56 30 56 30 80 20 40 30 56 30 56 80 80 3080 2680 2480 3060 30605060 30 46 30 56 30 56 26 46 2880 26 40 308030 56 19 R 2656 16080 TEMP. GL. CENTER SLIDER 5" 5" 5" MT MT 26 80 26 80 2880 2880 26 46 30 80 6080 3080 * * B B A A 20'-7"20'-0"x Great Room 16'-2"15'-1"x Game Room/Opt. Bdrm 5 10'-6"20'-0"x Covered Patio 10'-0"15'-0"x Nook Vol. Clg. 12'-4"14'-1"x Opt. Den/Office 27'-11"23'-7"x 2 Car Garage 11'-6"15'-1"x Tandem/StorageDrop Zone 13'-6"14'-0"x Dining Butler's Pantry Pantry 13'-1"5'-8"x Cvrd Porch Kitchen Co a t s Entry Prep Kitchen WIC Li n e n Bath 4 Media/ HMC Bath 5 Bedroom 5/ 20'-0" 10 " 4' - 1 0 " 60'-0" 24'-6"14'-0"21'-6" 69 ' - 0 " 58 ' - 6 " 10 ' - 6 " 26 80 DN 30 50 30 50 30502040 26 80 26 80 20 40 2040 2680 2680 26 80 3050 26 50 26 50 30 50 20 40 26 50 26 502650 2036 20362036 20 36 20 36 20 36 20 36 3080 26 80 3080 2680 26 80 26 80 2680 2680 2680 26 80 3050 20 40 30 50 30 50 3050 2036 2680 3046 30 463046 3050 * * * * 26 50 B B A A 13'-6"15'-7"x Bedroom 2 18'-7"17'-7"x Primary Bedroom 13'-4"11'-8"x Bedroom 3 12'-6"11'-7"x Bedroom 4 18'-3"14'-0"x Loft 9'-5"11'-8"x Laundry WIC WIC WIC Open To Below WIC Linen Bath 3 DW Li n e n Linen Primary Bath Bath 2 60'-0" 40'-0" 69 ' - 0 " 50 ' - 6 " 60'-0" 11'-2" 2' - 0 " 7' - 8 " 4' - 1 0 " 20'-0" 13'-4"14'-0"15'-0"6'-6" 69 ' - 0 " 4' - 0 " 6' - 6 " 21 ' - 6 " 21 ' - 0 " 3' - 6 " 12 ' - 6 " 4' - 0 " 30502040 26 80 20 Dry Off Area Primary Bath 4.2.0HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 5,001 SF 4 Bdrm 5 Bath |Opt. Bd. 5 & 6 Covered Entry - 97 SF 2-Bay Garage - 864 SF 10'-1" Lower Plate 9'-1" Upper Plate FLOOR PLAN Plan 4A | Spanish FIRST LEVEL FLOOR PLAN - 2,593 SQ.FT. SECOND LEVEL FLOOR PLAN - 2,408 SQ.FT. OPT. DRY OFF AREA 10-14-25 SHOWER BEDROOM 4 GARAGE DROP ZONE PREP. KIT. HMC BATH 2W.I.C.HALLW.I.C.HALL W.I.C. BATH 3 GARAGEDINING RM.ENTRY BEDROOM 4 LOFT Plan 4 Section A Section B 4.2.1 Building Sections HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 10-14-25 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 1346 12102711 Scheme 3 Roof Plan Rake: 12” Eave: 24” Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 7 4 6 64 7 7 6 4 2 1 3 Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails Gable Accent: Round Pre-Manufactured False Vent Pipes Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Shutters: Pre-Manufactured Shutters Trim Accent: Hardi Simulated Wood Tile Accent: Decorative Ceramic Tile at Front Entry Decorative Metal: Wrought Iron Grate at Stucco Recess Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 SPANISH - A 18’ MAX. 18’ MAX.18’ MAX. 18’ MAX. 80 30 502040 26 80 20 Dry Off Area Primary Bath UP 30 80 30 56 30 80 20 40 30 56 30 56 80 80 3080 2680 2480 30 56 26 46 2880 26 40 308030 56 9'-0" CLG. HS 19 R 16080 TEMP. GL. CENTER SLIDER 5" 5" 5" MT MT 26 80 26 80 2880 2880 30 80 6080 3080 * A A 3056 3056 GAME CLOSET 3056 3056 30 56 BONUS ROOM / OPT. LIVING SUITE/ OPT. BEDROOM 6 10'-0" CLG. HS 30 56 26 46 3060 30605060 30 46 30 56 * 20'-7"20'-0"x Great Room 16'-2"15'-1"x Game Room/Opt. Bdrm 5 10'-6"20'-0"x Covered Patio 10'-0"15'-0"x Nook Vol. Clg. 12'-4"14'-1"x Opt. Den/Office 27'-11"23'-7"x 2 Car Garage 11'-6"15'-1"x Tandem/StorageDrop Zone 13'-6"14'-0"x Dining Butler's Pantry Pantry 6'-1"20'-5"x Cvrd Porch Kitchen Co a t s Entry Prep Kitchen WIC Li n e n Bath 4 Media/ HMC Bath 5 Bedroom 5/ 60'-0" 40'-0" 68 ' - 0 " 63 ' - 4 " 20'-0" 10 " 3' - 1 0 " 60'-0" 24'-6"20'-6"15'-0" 68 ' - 0 " 57 ' - 6 " 10 ' - 6 " 26 80 DN 30 50 30 50 30502040 26 80 26 80 20 40 2040 2680 2680 26 80 3050 26 50 26 50 30 50 3080 26 80 3080 2680 26 80 26 80 2680 2680 2680 26 80 3050 30 50 30 50 2680 3046 30 463046 3050 * * * B B A A * 13'-6"15'-7"x Bedroom 2 18'-7"17'-7"x Primary Bedroom 13'-4"11'-8"x Bedroom 3 12'-6"11'-7"x Bedroom 4 18'-3"14'-0"x Loft 9'-5"11'-8"x Laundry WIC WIC WIC Open To Below WIC Linen Bath 3 DW Li n e n Linen Primary Bath Bath 2 60'-0" 40'-0" 68 ' - 0 " 50 ' - 6 " 60'-0" 11'-2" 2' - 0 " 7' - 8 " 3' - 1 0 " 20'-0" 13'-4"14'-0"15'-0"6'-6" 68 ' - 0 " 4' - 0 " 6' - 6 " 21 ' - 6 " 21 ' - 0 " 3' - 6 " 11 ' - 6 " 4' - 0 " 4.4.0 Plan 4B | California Ranch HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 FLOOR PLAN FLOOR PLAN FIRST LEVEL FLOOR PLAN - 2,596 SQ.FT. SECOND LEVEL FLOOR PLAN - 2,431 SQ.FT. OPT. DRY OFF AREA 5,001 SF 4 Bdrm 5 Bath |Opt. Bd. 5 & 6 Covered Entry - 97 SF 2-Bay Garage - 864 SF 10'-1" Lower Plate 9'-1" Upper Plate 10-14-25 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof Plan Rake: 12” Eave: 24” 1 1143 86772 9910 Scheme 6 Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia With 4x6 Rafter Tails Gable Accent: Board and Batt Siding & Exposed Wood Corbels Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Brick Accents at Brick Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Brick Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 CALIFORNIA RANCH - B 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof: Concrete “S” Tile Roof Fascia: Wood 2x3 Fascia With 4x6 Rafter Tails Gable Accent: Board and Batt Siding & Exposed Wood Corbels Exterior: Stucco 16/20 Sand Finish Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Brick Accents at Brick Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Brick Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 CALIFORNIA RANCH - B 8 6 8 649 97977 76 8 3 4 7 9921 18’ MAX.18’ MAX. 18’ MAX. 18’ MAX. UP 30 80 30 56 30 56 30 80 20 40 30 56 30 56 80 80 3080 2680 2480 3060 30605060 30 46 30 56 30 56 26 46 2880 26 40 308030 56 9'-0" CLG. HS 19 R 16080 TEMP. GL. CENTER SLIDER 5" 5" 5" MT MT 26 80 26 80 2880 2880 26 46 30 80 6080 3080 * * B B A A 3056 3056 30 56 3056 3056 20'-7"20'-0"x Great Room 16'-2"15'-1"x Game Room/Opt. Bdrm 5 10'-6"20'-0"x Covered Patio 10'-0"15'-0"x Nook Vol. Clg. 12'-4"14'-1"x Opt. Den/Office 27'-11"23'-7"x 2 Car Garage 11'-6"15'-1"x Tandem/StorageDrop Zone 13'-6"14'-0"x Dining Butler's Pantry Pantry 6'-1"20'-5"x Cvrd Porch Kitchen Co a t s Entry Prep Kitchen WIC Li n e n Bath 4 Media/ HMC Bath 5 Bedroom 5/ 60'-0" 40'-0" 69 ' - 6 " 63 ' - 4 " 20'-0" 10 " 3' - 4 " 60'-0" 24'-6"20'-6"3'-6" 69 ' - 6 " 57 ' - 0 " 10 ' - 6 " 8'-0"3'-6" 2' - 0 " 2' - 0 " 26 80 DN 30 50 30 50 30502040 26 80 26 80 2040 2040 2680 2680 26 80 3050 26 50 26 50 30 50 3080 26 80 3080 2680 26 80 26 80 2680 2680 2680 26 80 3050 30 50 30 50 2680 3046 30463046 3050 * * * 3050 20 402040 2036 20362036 26 50 26 50265020 36 20 36 20 36 20 36 2036 * 26 50 13'-6"15'-7"x Bedroom 2 18'-7"17'-7"x Primary Bedroom 13'-4"11'-8"x Bedroom 3 12'-6"11'-7"x Bedroom 4 18'-3"14'-0"x Loft 9'-5"11'-8"x Laundry WIC WIC WIC Open To Below WIC Linen Bath 3 DW Li n e n Linen Primary Bath Bath 2 60'-0" 40'-0" 69 ' - 6 " 50 ' - 6 " 60'-0" 11'-2" 2' - 0 " 7' - 8 " 3' - 4 " 20'-0" 13'-4"14'-0"15'-0"6'-6" 69 ' - 6 " 4' - 0 " 6' - 6 " 21 ' - 6 " 21 ' - 0 " 3' - 6 " 11 ' - 0 " 4' - 0 " 2' - 0 " 2' - 0 " 30 502040 26 80 20 PRIMARY BATH 9'-0" CLG. H.S. Dry Off Area Primary Bath 4.5.0 Plan 4C | Farmhouse HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 10-07-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 FLOOR PLAN FIRST LEVEL FLOOR PLAN - 2,611 SQ.FT. SECOND LEVEL FLOOR PLAN - 2,431 SQ.FT. 5,001 SF 4 Bdrm 5 Bath |Opt. Bd. 5 & 6 Covered Entry - 97 SF 2-Bay Garage - 864 SF 10'-1" Lower Plate 9'-1" Upper Plate OPT. DRY OFF AREA 10-14-25 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. Roof Plan Rake: 12” Eave: 12” 8 12 495410732111 Scheme 9 Roof: Concrete Flat Tile Roof Fascia: 2x6 Wood Fascia Metal Roof: Shed with Rafter tails and Outlookers Gable Accent: Horizontal Siding / Vertical Board and Batts Exterior: Stucco 16/20 Sand Finish / Vertical Board and Batts Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Stucco Over Foam Trim 20/30 Sand Finish at Stone Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Stone Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 FARMHOUSE - C 10-14-25Note: Artist’s Conception; Colors, Materials and Application May Vary. 10 89 7 7 8 9 445 10 74 4 9 51021 Roof: Concrete Flat Tile Roof Fascia: 2x6 Wood Fascia Metal Roof: Shed with Rafter tails and Outlookers Gable Accent: Horizontal Siding / Vertical Board and Batts Exterior: Stucco 16/20 Sand Finish / Vertical Board and Batts Barge: Wood 2x6 Barge Board Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 Sand Finish Window Accent: Stucco Over Foam Trim 20/30 Sand Finish at Stone Veneer Locations Shutters: Pre-Manufactured Shutters Veneer: Manufactured Mortared Stone Veneer Entry Door: Decorative Front Entry Door Garage Door: Decorative Wood Sectional Garage Door 1 2 3 4 5 6 7 8 9 10 11 12 FARMHOUSE - C 18’ MAX.18’ MAX. 18’ MAX. 4:12 4:12 4:12 4:12 4:12 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 SOLAR ROOF AREA: 959 SQ.FT. 2'-0" 1' - 0 " Plan 1A | Spanish Front 1.3.0 Building Elevations HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 04-15-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 PRELIMINARY COLOR BOARDS | EXTERIOR COLOR & MATERIALS A - Spanish PRELIMINARY SCHEME 2 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING ‘A’ Elevations Only Spanish FASCIA STUCCO GARAGE DOOR PREFAB PIPES GATES WOODBEAM STUCCO TRIM FRONT DOOR SHUTTERS DECORATIVE TILE DECORATIVE METAL PRELIMINARY SCHEME 1 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING ‘A’ Elevations Only Spanish FASCIA STUCCO GARAGE DOOR DECORATIVE TILE SHUTTERS DECORATIVEMETAL PREFAB PIPES FRONT DOOR GATES WOODBEAM STUCCO TRIM PRELIMINARY SCHEME 3 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING ‘A’ Elevations Only Spanish FASCIA STUCCO GARAGE DOOR DECORATIVE TILE SHUTTERS DECORATIVEMETAL PREFAB PIPES FRONT DOOR GATES WOODBEAM STUCCO TRIM 10-14-25 C&M.1C&M.1 HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 1 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials ‘A’ ELEVATIONS ONLY, SPANISHSCHEME 1 OF 9 Material Color Manufacturer Roofing: Concrete ‘S’ Tile 3646 Sunset Blend Ref: .16 Emi: .94 A.SRI: 17 CRRC: 0918-0042 Eagle Metal Bird Stop @ ‘S’ Tile (factory finish)Black Eagle Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Stucco (16/20 sand finish) 432 (Similar to Sherwin Williams SW 7004 Snowbound) Omega Trim Color #1 (applied to): Barge Boards Corbels Eaves Fascia Gates Rafter Tails Secondary Doors Wood Beam SW 7026 Griffin Sherwin Williams Trim Color #2 (applied to): Garage Door Stucco Trim SW 7507 Stone Lion Sherwin Williams Accent Color (applied to): Front Door Shutters SW 0048 Bunglehouse Blue Sherwin Williams Prefab Pipes SW 2836 Quartersawn Oak Sherwin Williams Decorative Metal SW 7020 Black Fox Sherwin Williams Decorative Tile 30654 Capitola-3 Tierra Y Fuego Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 2 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials ‘A’ ELEVATIONS ONLY, SPANISHSCHEME 2 OF 9 Material Color Manufacturer Roofing: Concrete ‘S’ Tile 3636 Piedmont Blend Ref: .18 Emi: .90 A.SRI: 20 CRRC: 0918-0066 Eagle Metal Bird Stop @ ‘S’ Tile (factory finish)Black Eagle Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Stucco (16/20 sand finish) 3/8 433 (Similar to Sherwin Williams SW 7517 China Doll) Omega Trim Color #1 (applied to): Barge Boards Corbels Eaves Fascia Gates Rafter Tails Secondary Doors Wood Beam SW 7520 Dark Brown Sherwin Williams Trim Color #2 (applied to): Garage Door Stucco Trim SW 7502 Dry Dock Sherwin Williams Accent Color: (applied to): Front Door Decorative Metal Shutters SW 7020 Black Fox Sherwin Williams Prefab Pipes SW 2836 Quartersawn Oak Sherwin Williams Decorative Tile 20001 Santa Monica Tierra Y Fuego Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 3 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials ‘A’ ELEVATIONS ONLY, SPANISHSCHEME 3 OF 9 Material Color Manufacturer Roofing: Concrete ‘S’ Tile 3605 San Benito Blend Ref: .20 Emi: .92 A.SRI: 21 CRRC: 0918-0031 Eagle Metal Bird Stop @ ‘S’ Tile (factory finish)Black Eagle Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Stucco (16/20 sand finish) 2 1/8 92 (Similar to Sherwin Williams SW 6148 Wool Skein) Omega Trim Color #1 (applied to): Barge Boards Corbels Eaves Fascia Gates Rafter Tails Secondary Doors Wood Beam SW 6104 Kaffee Sherwin Williams Trim Color #2 (applied to): Garage Door Stucco Trim SW 9117 Urban Jungle Sherwin Williams Accent Color (applied to): Front Door Shutters SW 6194 Basil Sherwin Williams Prefab Pipes SW 2836 Quartersawn Oak Sherwin Williams Decorative Metal SW 7020 Black Fox Sherwin Williams Decorative Tile 30652 Capitola-2 Tierra Y Fuego Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 4:12 4:12 4:12 4:12 4:12 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 SOLAR ROOF AREA: 959 SQ.FT. 2'-0" 1' - 0 " Plan 1A | Spanish Front 1.3.0 Building Elevations HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 04-15-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 PRELIMINARY COLOR BOARDS | EXTERIOR COLOR & MATERIALS B - California Ranch PRELIMINARY SCHEME 5 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCO ‘B’ Elevations Only Ranch BRICK FRONTDOOR GARAGE DOOR GATES SHUTTERS GABLE BOARD & BATTEN STUCCOTRIM WOODBEAM WOOD POSTS PRELIMINARY SCHEME 4 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCO ‘B’ Elevations Only Ranch BRICK FRONTDOOR GARAGE DOOR GATES SHUTTERS GABLE BOARD & BATTEN STUCCOTRIM WOODPOSTS WOODBEAM PRELIMINARY SCHEME 5 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCO ‘B’ Elevations Only Ranch BRICK FRONTDOOR GARAGE DOOR GATES SHUTTERS GABLE BOARD & BATTEN STUCCOTRIM WOODBEAM WOOD POSTS 10-14-25 C&M.2C&M.2 HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 4 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials SCHEME 4 OF 9 ‘B’ ELEVATIONS ONLY, RANCH Material Color Manufacturer Roofing: Concrete ‘S’ Tile 3687 Brown Gray Range Ref: .15 Emi: .91 A.SRI: 15 CRRC: 0918-0028 Eagle Metal Bird Stop @ ‘S’ Tile (factory finish)Black Eagle Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Brick (flushed joints)Blanc Koni Brick Old Chicago 1Koni Mortar @ Brick White Orco Stucco (16/20 sand finish) 1/4 A 653 (Similar to Sherwin Williams SW 7101 Futon) Omega Siding Color (applied to): Gable Board & Batten Stucco Trim Wood Posts SW 7101 Futon Sherwin Williams Trim Color (applied to): Barge Boards Eaves Fascia Front Door Garage Door Gates Outlookers Rafter Tails Secondary Doors Shutters Wood Beam SW 7019 Gauntlet Gray Sherwin Williams Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 5 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials SCHEME 5 OF 9 ‘B’ ELEVATIONS ONLY, RANCH Material Color Manufacturer Roofing: Concrete ‘S’ Tile 3702 Calabar Blend Ref: .18 Emi: .88 A.SRI: 20 CRRC: 0918-0063 Eagle Metal Bird Stop @ ‘S’ Tile (factory finish)Black Eagle Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Brick (flushed joints, mortar wash)Ghosted Craft Cannery Brick Creative Mines Mortar @ Brick White Orco Stucco (16/20 sand finish) 1 1/4 437 (Similar to Sherwin Williams SW 7037 Balanced Beige) Omega Siding Color (applied to): Gable Board & Batten Stucco Trim SW 6098 Pacer White Sherwin Williams Trim Color (applied to): Barge Boards Eaves Fascia Front Door Garage Door Gates Outlookers Rafter Tails Secondary Doors Shutters Wood Beam Wood Posts SW 6083 Sable Sherwin Williams Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 6 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials SCHEME 6 OF 9 ‘B’ ELEVATIONS ONLY, RANCH Material Color Manufacturer Roofing: Concrete ‘S’ Tile 3530 Weathered Adobe Ref: .23 Emi: .92 A.SRI: 27 CRRC: 0918-0017 Eagle Metal Bird Stop @ ‘S’ Tile (factory finish)Black Eagle Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Brick (standard raked joints)Latigo Tundra Brick Eldorado Mortar @ Brick TBD Orco Stucco (16/20 sand finish) 15 (Similar to Sherwin Williams SW 7532 Urban Putty) Omega Siding Color (applied to): Gable Board & Batten Stucco Trim SW 7011 Natural Choice Sherwin Williams Trim Color (applied to): Barge Boards Eaves Fascia Front Door Garage Door Gates Outlookers Rafter Tails Secondary Doors Wood Beam Wood Posts SW 7040 Smokehouse Sherwin Williams Accent Color (applied to): Shutters SW 2851 Sage Green Light Sherwin Williams Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 4:12 4:12 4:12 4:12 4:12 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 SOLAR ROOF AREA: 959 SQ.FT. 2'-0" 1' - 0 " Plan 1A | Spanish Front 1.3.0 Building Elevations HELLMAN AND BANYAN RANCHO CUCAMONGA, CA | 2024386 | 04-15-25C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. Scale: 1/4"=1'-0" 0 2 4 8 16 PRELIMINARY COLOR BOARDS | EXTERIOR COLOR & MATERIALS C - Farmhouse PRELIMINARY SCHEME 8 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCO ‘C’ Elevations Only Farmhouse GABLE SIDING GARAGEDOOR WOOD POSTS GATES BOARD & BATTEN SIDING METAL ROOF FRONT DOOR SHUTTERS STONE @ PLAN 1C ONLY STONE @ PLAN 2C & 3C ONLY PRELIMINARY SCHEME 7 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCO ‘C’ Elevations Only Farmhouse GABLE SIDING GARAGEDOOR SHUTTERS @ PLAN 3C ONLY WOODPOSTS GATES SHUTTERS@ PLAN 1C & 2C ONLY BOARD & BATTEN SIDING METAL ROOF FRONT DOOR STONE PRELIMINARY SCHEME 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 For exact color refer to manufacturers’ actual samples. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCO ‘C’ Elevations Only Farmhouse GABLE SIDING GARAGEDOOR SHUTTERS @ PLAN 3C ONLY WOODPOSTS GATES SHUTTERS@ PLAN 1C & 2C ONLY BOARD & BATTEN SIDING METAL ROOF FRONT DOOR STONE 10-14-25 C&M.3 HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 7 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials SCHEME 7 OF 9 ‘C’ ELEVATIONS ONLY, FARMHOUSE Material Color Manufacturer Roofing: Concrete Slate Tile 4679 Light Gray Range Ref: .21 Emi: .93 A.SRI: 22 CRRC: 0918-0004 Eagle Metal Roof (factory finish)Copper TBD Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Manufactured Stone (dry-stacked joints)Whitebark Cliffstone Eldorado Stucco (16/20 sand finish) 1/4 A-855 (Similar to Sherwin Williams SW 9166 Drift of Mist) Omega Siding Color (applied to): Board & Batten Siding Corner Boards Shutters @ Plan 1C & 2C Only SW 9162 African Gray Sherwin Williams Trim Color (applied to): Barge Boards Eaves Fascia Gable Siding Garage Door Gates Kickers Outlookers Rafter Tails Secondary Doors Shutters @ Plan 3C Only Wood Brace Wood Posts SW 7757 High Reflective White Sherwin Williams Accent Color (applied to): Front Door SW 2831 Classical Gold Sherwin Williams Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 8 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials SCHEME 8 OF 9 ‘C’ ELEVATIONS ONLY, FARMHOUSE Material Color Manufacturer Roofing: Concrete Slate Tile 4697 Slate Range Ref: .15 Emi: .94 A.SRI: 16 CRRC: 0918-0046 Eagle Metal Roof (factory finish)Copper TBD Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Manufactured Stone @ Plan 1C Only (dry-stacked joints) Greypearl Craft Peak Ledge Creative Mines Manufactured Stone @ Plan 2C & 3C Only (standard raked joints) Greypearl Craft Orchard Limestone Creative Mines Mortar @ Manufactured Stone White Orco Stucco (16/20 sand finish) 18 (Similar to Sherwin Williams SW 7566 Westhighland White) Omega Trim Color (applied to): Barge Boards Board & Batten Siding Corner Boards Eaves Fascia Gable Siding Garage Door Gates Kickers Outlookers Rafter Tails Secondary Doors Wood Brace Wood Posts SW 7566 Westhighland White Sherwin Williams Accent Color (applied to): Front Door Shutters SW 7069 Iron Ore Sherwin Williams Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. HELLMAN AND BANYAN SITE Rancho Cucamonga, California MANNING HOMES June 17, 2025 | 2024386 PAGE 8 OF 9 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Preliminary Exterior Color & Materials SCHEME 8 OF 9 ‘C’ ELEVATIONS ONLY, FARMHOUSE Material Color Manufacturer Roofing: Concrete Slate Tile 4697 Slate Range Ref: .15 Emi: .94 A.SRI: 16 CRRC: 0918-0046 Eagle Metal Roof (factory finish)Copper TBD Vinyl Windows (factory finish)White Milgard Gutters & Downspouts (factory finish)TBD TBD Manufactured Stone @ Plan 1C Only (dry-stacked joints) Greypearl Craft Peak Ledge Creative Mines Manufactured Stone @ Plan 2C & 3C Only (standard raked joints) Greypearl Craft Orchard Limestone Creative Mines Mortar @ Manufactured Stone White Orco Stucco (16/20 sand finish) 18 (Similar to Sherwin Williams SW 7566 Westhighland White) Omega Trim Color (applied to): Barge Boards Board & Batten Siding Corner Boards Eaves Fascia Gable Siding Garage Door Gates Kickers Outlookers Rafter Tails Secondary Doors Wood Brace Wood Posts SW 7566 Westhighland White Sherwin Williams Accent Color (applied to): Front Door Shutters SW 7069 Iron Ore Sherwin Williams Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. © 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. DESIGN REVIEW COMMENTS April 14, 2026 6:00 p.m. Haide Aguirre, Contract Planner MAJOR DESIGN REVIEW, AND VARIANCE – OPUS (PACIFIC COMMUNITIES BUILDER) – The applicant proposes the development of a mixed-use project consisting of two buildings with a total of 351 apartment units, including studio, one-bedroom, and two-bedroom configurations, and approximately 1,500 square feet of retail space. The project site encompasses a single parcel of approximately 13-acres and includes two land use designations: Corridor 2 (CO2), where the proposed buildings will be located, and Flood Control and Utility Corridor (FC/UC), which is primarily comprised of existing easements traversing the entire length of the property, proposed to accommodate parking and open space improvements. A variance application has been submitted to request deviations from multiple development standards, necessitated due to site constraints. The site is located at the northeast corner of Foothill Blvd and Cornwall Court, south of Garcia Drive, between East Avenue and Etiwanda Avenue (APN: 1100-201-05). DRC2024- 00216 and DRC2025-00337) Site Characteristics: The project site is undeveloped and contains two zoning designations, including Corridor 2 (CO2) and Flood Control/Utility Corridor (FC/UC). The site historically functioned as a stormwater detention basin and is currently used as an interim detention facility serving its tributary area within Middle Etiwanda Drainage Area Existing drainage infrastructure includes storm drain lines located at the northwestern corner of the site and along the southwesterly boundary. The basin discharges via into to the Etiwanda/San Sevaine Channel. Due to this storm water upgrades the detention is no longer needed. The project proposes to remove the Interim Basin and construct an underground storage and drywell system to capture and convey on-site runoff of the proposed project to the same facility. The existing basin depths range from approximately 15 to 25 feet below adjacent grade. The eastern portion of the site is occupied by multiple easement utilities. (See Figure 1) DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 2 Easements: The project site is encumbered by multiple easements, including a temporary storm drainage basin easement previously described, proposed to be vacated to accommodate the mixed-use development. The project also proposes to protect various existing utility and access easements. From the east to west, the site includes a 20-foot-wide access road easement, a 100-foot-wide gas easement, adjacent to a 250-foot wide Southern California Edison (SCE) easement containing transmission powerlines that traverse the entire length of the site. West of these is a 100-foot-wide easement by the Metropolitan Water District (MWD), followed by a 10-foot-wide sewer easement maintained by the Cucamonga Valley Water District (CVWD). Along the Foothill Boulevard frontage, the site is further encumbered by multiple easements, including but not limited to a 30-foot MWD easement, a 25-foot storm drainage easement, a 15-foot right- of-way easement, a 6-foot SCE easement, a 25-foot drainage easement, and a 20-foot CVWD easement. Additional easements along the western project boundary include a 25-foot drainage easement, as well as 3-foot easement for SCE and Verizon. Along the northern and eastern property lines, there are 3- foot easements for both SCE and Verizon. Due to the site’s topography, irregular shape, split zoning designations, and the presence of multiple easements, the property is subject to significant development constraints. These conditions constitute special site circumstances related to the project size, shape, size, and physical characteristics, for which multiple Variances have been requested. (See Figure 2) DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 3 The existing Land Use, General Plan, and Zoning designations for the project site and surrounding properties are summarized in the following table: Land Use General Plan Zoning Site Vacant/Undeveloped North Public Park “Garcia Park” General Open Space and Facilities (OS) Parks (P) West Residential Condominium City Corridor High (MU), Suburban Neighborhood Low (N) Etiwanda Specific Plan South M-ESP South Mixed-Use General Open Space and Facilities (OS), Suburban Neighborhood Low (N), Suburban Neighborhood Very Low (N) (FC/UC), Medium Residential (M), Etiwanda Specific Plan – L-ESP Low East Single Family Residential, Apartment Complex, Vacant Flood/Utility Corridor City Corridor High (MU), General Open Space and Facilities (OS) Corridor 2 Zone (CO2), Flood Control/Utility Corridor (FC/UC) DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 4 Background: The Applicant, Pacific Communities, proposes a mixed-use development consisting of 351 apartment units within two Mid-Rise building types. Each building will include a six-level parking structure designed to serve the residents. The existing easement areas have been integrated into the project design to provide open space amenities and additional on-site parking. The project is proposed to be constructed in two phases. Phase 1 includes the development of Building A, its parking structure, all easement open space areas and on-site parking. Phase 2 will consist of building B with its parking structure and its open space courtyard. The proposed buildings are primarily located on the western portion of the site, adjacent to an existing condominium development. To address privacy and compatibility concerns, building heights transition from four stories along the western edge to five stories toward the interior of the site. (See Figure 4). Along the northern and eastern perimeters, the project incorporates a twenty-six (26) foot wide emergency vehicle fire access that also serves as a buffer between adjacent uses, and open space promenade featuring pickleball courts and outdoor seating areas. Site improvements include multiple open space amenities, enhanced landscaping, and circulation improvements. The project design strategically incorporates existing easement constrained areas into usable open space and on-site parking. These areas include landscaped parks, meandering pathways, and active and passive recreational amenities. General Plan Land Use Density: The site is designated City Corridor (High), with a density of 36-60 dwelling units per acre, a non- residential Floor Area Ratio (FAR) of 0.6-1.5, and a target residential to nonresidential use mix of DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 5 70/30. Due to unique site constraints, including topography, existing easements, and irregular site shape, the approximately 13-acre site has a developable area of only 5.85-acres on the western side, where the existing interim basin is proposed to be vacated. The reminder site area consists of various easements, most notably Southern California Edison transmission towers traversing the entire length of the property. As a result, the project request multiple variances, including a variance to calculate the density requirement based on the gross buildable area, proposing 60 dwelling units per acre. Similarly, the project is proposing a variance to deviate from the FAR requirement, as the proposed 1,500 square foot retail area results in a FAR of approximately 0.1. Zoning Designation: The site contains two zoning designations, including Corridor 2 (CO2) and Flood Control/Utility Corridor (FC/UC). Corridor 2 (CO2) is a Form-Based zone that supports medium- to high- density mixed-use development with active walkable corridors at key intersections, buildings fronting streets, and transitioning into scale to adjacent neighborhoods. Flood Control/Utility Corridor (FC/UC) is an open space area that supports public utilities, typically recorded through easements, and does not allow development. The project site is located in the Corridor 2 (CO2) Zone, which is a Form-Based Zone, and is required to comply with the standards set forth in the Form-Based Code, specifically Chapter 17.123 (Multi-Family and Residential Mixed-Use), Chapter 17.130 (Zone and Building Standards); Chapter 17.132 (Building Entrances and Facades); Chapter 17.134 (Public Open Space); Chapter 17.136 (Land Use Standards); and Chapter 17.138 (Large Site Development). The proposed development is generally consistent with these standards. However, due to site constraints, the applicant has requested multiple variances, where the project does not fully comply with specific standards. Although the project requests multiple variances to deviate from multiple Development Code standards, it remains consistent with the overall intent of the Corridor 2 (CO2) zoning. The development provides retail uses fronting Foothill Boulevard and enhances neighborhood character by integrating the frontage and easement areas into a cohesive site design. Project Design and Layout: The project is proposing two Mid-Rise building types. Building A provides 158 apartment units and building B provides 193 apartment units, for a total of 351 units. The apartments include studio, one-bedroom, and two-bedroom units, ranging in size between 578 square feet to 1,338 square feet. Building A includes approximately 1,500 square feet of ground-floor retail space fronting Foothill Boulevard (highlighted in red on the site plan). Resident serving amenities within building A include a leasing office, mail room and package delivery area. Additional amenities include a clubroom, yoga/dance studio, restrooms, and fitness center, oriented toward the central courtyard, providing centralized access for residents. Building B will include 193 residential units and includes a common lounge area located adjacent to the central courtyard, adding to the shared amenity space within the development. DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 6 Each building incorporates a six-level parking structure (highlighted in gray on the site plan) including one level of subterranean parking. The subterranean parking utilizes the site’s existing basin topography, allowing the project to reduce overall building mass and minimize visual impacts. (See Figure 5) DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 7 Open Space, Recreational Amenities, and Landscaping: The easement areas located along the eastern portion of the site are integrated into the overall project design to serve as functional open space, on-site parking, transitional buffers, and pedestrian connectivity. These areas transform otherwise constrained portions of the site into active and passive recreational spaces that contribute to the overall development. The project includes a variety of recreational amenities, such as pool and spa facilities, lounging areas, fire pits, and picnic pavilions equipped with barbecue facilities. In addition, the northern and eastern perimeter fire lane is designed to function as a multi- purpose amenity promenade, incorporating pickleball courts and outdoor seating areas for residents. (See Figure 6) The southern and southeastern edges of the site are defined by linear grapevine plantings, establishing a strong and cohesive frontage along Foothill Boulevard that is consistent with its high-intensity corridor designation. Although the retail frontage is setback more than 40 feet from the public right-of-way, this increased setback allows for enhanced landscaping and the incorporation of direct pedestrian pathways connecting the sidewalk to the retail spaces and a central courtyard gathering area intended to serve commercial uses. DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 8 The project has been designed to provide both vehicle and pedestrian connections throughout the entire length of the property; connecting the right-of-way to the retail area, providing meandering pathways that connect to building entrances, parking, open spaces, and terminate at the northern boundary creating an open space picnic plaza that provides a transition and connection to Garcia Park. Additional features include a central lawn, outdoor seating, a stage for concerts, a yoga lawn, outdoor picnic areas, and designated plaza to accommodate temporary community-oriented activities. Mid-Rise buildings within a form-based zone are required to provide common usable open space area of 30 square feet minimum per unit with a minimum dimension of 20 feet in any direction. The project requires 10,530 square feet of open space; however, the project significantly exceeds this requirement by providing a total of 324,227 square feet of combined private and common open space areas. The table below summarizes the open space areas provided within the project: Common Usable Open Space Required Unit Total SQ. FT. per Unit Total Open Space Required (SQ. FT) Open Space Provided DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 9 TOTAL OPEN SPACE PROVIDED 324,227 Circulation: Vehicular access to the site will be provided from Foothill Boulevard, through 55-foot-width ingress and egress access. In addition, a 26-foot-wide emergency vehicle access along the western and northern perimeters of the building will be used for emergency access and additional activity areas including pickle ball courts, synthetic grass, and seating areas enhanced with pavers. (See Figures 9) Figure 9 – Preliminary Landscape Plan Unit Composition and Floor Plans: The project consists of two separate four- to five-story buildings designed as Mid-Rise type structures consistent with applicable form-based code. Building A will incorporate retail on the ground floor fronting Foothill Boulevard, while Building B will primarily contain residential units. The project includes studio, one-bedroom, and two-bedroom apartment units. Unit sizes range from approximately 578 square feet to 1,338 square feet. The table below summarizes the distribution of unit types and their average square footage. DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 10 RESIDENTIAL SUMMARY UNITS AVERAGE (SQ. FT.) No. OF UNITS Total Average 951 351 Architecture: The project is designed in a contemporary architectural style. The overall design emphasizes contemporary elements, including clean lines, varied massing, projections, and articulated building forms, along with a cohesive color-blocking scheme. Architectural features include aluminum storefront entrances, sunshade window elements, glass and metal railings, and a combination of exterior materials such as stucco, porcelain tile, and horizontal siding. Building frontages are further enhanced through additional architectural detailing, including metal slats, vertical metal louver accents, decorative trim, and metal awnings. Glass railings will incorporate accent colors of blue, yellow, and green, contributing to visual interest and façade articulation. The project utilizes a coordinated color palette consisting of white, two shades of sage green, two shades of red, and iron-toned finishes for metal elements. The proposed six-level parking structure incorporates metal mesh panels at stairwell areas and vertical structural elements designed to support climbing vines, softening the appearance of the structure and contributing to the overall aesthetic. The following renderings depict the project upon completion. (See Figures 10-12) DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 11 DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 12 Parking: DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 13 The project complies with the applicable parking requirements, including 1.3 spaces per studio unit, 1.5 spaces per one-bedroom unit, and 2.0 spaces per two-bedroom unit, in addition to guest parking provided at a ratio of one space per five units. Each building will include a parking structure with an underground parking level. For Building A, the residential component requires 255 parking spaces, including 32 guest spaces, and one designated space for mail services. The ground-floor retail component requires parking at a rate of four spaces per 1,000 square feet (equivalent to one space per 250 square feet), resulting in a total of six parking spaces. In total, Building A requires 294 parking spaces to serve both residential and retail uses. Building B requires 309 residential parking spaces and 39 guest spaces, for a total of 348 parking spaces. DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 14 Overall, the project exceeds the parking requirement providing a total of 682 parking spaces, which includes 40- on-site parking spaces provided within the easement area and an additional parking space per Building. (See Figure 13) Compliance with Development Standards: As previously discussed, the applicant has requested multiple Variances to deviate from certain development standards due to existing site constraints. These constraints include the site’s topography, prior use as a basin easement, irregular shape, split zoning designations, and the presence of multiple easements. Collectively, these conditions create significant development challenges and constitute special site circumstances related to the property’s size, shape, and physical characteristics. Due to these constraints, the project does not comply with select development standards within the Corridor 2 (CO-2) Zone and associated chapters of the development code. The proposed residential density of 27 units per acre is below the required range of 36 to 60 dwelling units per acre when calculated using the gross lot area. The project also does not meet the minimum retail floor area ration (FAR), proposing 0.01 where 0.6 to 1.5 is required. The project does not fully conform to building type standards, including exceeding the maximum development site depth, variations in building massing dimensions, and a higher-than-permitted percentage of lined structures. Deviations are also present in public open space and site design standards, including paseo width, as portions of the proposed paseo exceed the maximum allowed width. Additional areas of non-compliance include large site development and frontage standards, such as reduced pedestrian walkway width. Lastly, the project does not meet the requirement for multiple building types on sites greater than six acres, as only a mid-rise building type is proposed. These deviations are summarized in the non-compliance table below and are the subject of the applicant’s variance request. All other applicable development standards have been satisfied. A comprehensive compliance table, together with the applicant’s variance request is included as an attachment to this report. NON-COMPLIANCE TABLE – Corridor 2 (CO-2) Zone Figure 13: Parking Structure DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 15 Zone and Building Standards (Chapter 17.130) Development Standard Required Proposed 36-60 27.0 Retail FAR 0.6-1.5 0.01 Primary Build-to-Line 0 ft. - 15 ft. 64 ft. – 1 inch 30 inches 6 inches 0 inch Building Entrance and Façade Type Standards (Chapter 17.132.050) Shopfront with Gallery (Building A) B - Width of Shopfront Bay 10 ft. – 25 ft. 6 inches) Bay 1 is one continuous shopfront with no columns to define H – Setback from curb 2 ft. – 6 inches Minimum 67 inches H – Column Height 4x width – 5x width (4.167 feet) 18 ft. – 5 inches Building Type Standards (Chapter 17.130) Mid-Rise Building Type (Block 1) Development Site Depth 150 ft. – 400 ft. 487 ft – 2 inches Building Massing 400 ft. x 390 ft. 413 ft – 7 inches x 134 ft – 4 inches Mid-Rise Building Type (Block 2) Lined Structures set back min. 5 ft. from building façade, screened with living wall, or 38.34 % Public Open Space Standards (Chapter 17.134) Paseo 10 ft. – 25 ft. width to connect to bypass each block and connect to public street be a park with pedestrian connection through the side. Portions of this part exceed the maximum 25 ft. width Large Site Development (Chapter 17.138) Sidewalk 8 ft. min. Multi-Family and Residential Mixed-Use (Chapter 17.123) Frontage – Pedestrian Walkway 12 ft minimum 5 ft. trellis, plaza, public art, Minimum 2 site features 1 feature – living wall at parking structures DRC COMMENTS DRC2024-00216 and DRC2025-00337 – Pacific Communities - OPUS April 14, 2026 Page 16 Review Procedures (17.138.020) Building Types Provided provide a minimum of three building types, which are allowed in the zone, in compliance with section 17.130.060 1 Building Type provided (Mid-Rise) Although the project includes multiple variance requests to deviate from specific development standards, it remains consistent with the overall intent of both the General Plan and the Corridor 2 (CO2) zoning designation. The project concentrates development within the limited buildable area while still incorporating a small neighborhood-serving retail component along Foothill Boulevard and a connection to Garcia Park. The site design prioritizes pedestrian connectivity, integrates open space and paseo areas, and incorporates architectural articulation and frontage improvements. Furthermore, the project effectively utilizes a significantly constrained site by clustering density in a manner that is compatible with surrounding development, while preserving and integrating easement areas into the overall site plan. Despite not meeting the density and FAR standards, the project advances the broader planning objectives of the High City Corridor land use designation by developing an obsolete and challenging site to an infill development; thereby enhancing the corridor and supporting a mixed-use, pedestrian-oriented character. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below to the Planning Commission: ☒Recommend approval of the design of the project as proposed by the applicant. ☐Recommend approval with modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ☐Recommend conditional approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director / Planning Commission. ☐Recommend denial of the design of the project as proposed by the applicant. Staff Planner: Haide Aguirre, Contract Senior Planner Members Present: Staff Coordinator: Caleb Richards, Senior Landscape Planner Exhibit A – Project Plans Exhibit B – Variance Letter Request and Compliance Table Exhibit A BUILDING B - CONCEPTUAL PLAN A-34 BUILDING B - CONCEPTUAL PLAN A-35 BUILDING B - CONCEPTUAL PLAN A-36 BUILDING B - CONCEPTUAL EXTERIOR ELEVATIONS A-37 BUILDING B - CONCEPTUAL COURTYARD ELEVATIONS A-38 BUILDING B - CONCEPTUAL SECTION A-39 BUILDING B - CONCEPTUAL UNIT PLANS A-40 CONCEPTUAL COLOR & MATERIAL BOARD A-41 CONCEPTUAL COLOR & MATERIAL BOARD A-42 SHEET INDEX APPLICANT/OWNER: PACIFIC COMMUNITIES 1000 Dove St. Suite 100 Newport Beach, CA 92660 (949) 660-8988 Contact: Tony Arnest anthony@pcbinc.com RESIDENTIAL ARCHITECT: AO 144 North Orange St. Orange, CA 92866 (714) 639-9860 Contact: Serafin Maranan serafinm@aoarchitects.com LANDSCAPE ARCHITECT: SMP 34197 Pacific Coast Hwy, Suite 200 Dana Point, CA 92629 (949) 443-1446 Contact: Trent Noll tnoll@smpinc.net CIVIL ENGINEER: FUSCOE ENGINEERING, INC 2850 Inland Empire Blvd. Suite B Ontario, CA 91764 (909) 581-0676 Contact: Carolina Gonzalez cgonzalez@fuscoe.com PROJECT TEAM: ARCHITECTURE SHEET INDEX A-1 PROJECT NARRATIVE A-2 DEVELOPMENT STANDARDS A-3 SURROUNDING CONTEXT A-4 SURROUNDING CONTEXT A-5 CONCEPTUAL 3D RENDERING A-6 CONCEPTUAL 3D RENDERING A-7 CONCEPTUAL 3D RENDERING A-8 CONCEPTUAL 3D RENDERING A-9 CONCEPTUAL 3D RENDERING A-10 CONCEPTUAL 3D RENDERING A-11 CONCEPTUAL 3D RENDERING A-12 PROJECT SUMMARY A-13 PROJECT SUMMARY - BUILDING A A-14 PROJECT SUMMARY - BUILDING B A-15 CONCEPTUAL SITE PLAN A-16 PRIVATE FRONTAGE CALCULATION A-17 FIRE ACCESS PLAN A-18 OPEN SPACE PLAN A-19 WASTE MANAGEMENT PLAN A-20 BUILDING A - CONCEPTUAL PLAN A-21 BUILDING A - CONCEPTUAL PLAN A-22 BUILDING A - CONCEPTUAL PLAN A-23 BUILDING A - CONCEPTUAL PLAN A-24 BUILDING A - CONCEPTUAL PLAN A-25 BUILDING A - CONCEPTUAL PLAN A-26 BUILDING A - CONCEPTUAL EXTERIOR ELEVATIONS A-27 BUILDING A - CONCEPTUAL COURTYARD ELEVATIONS A-28 BUILDING A - CONCEPTUAL UNIT PLANS A-30 BUILDING B - CONCEPTUAL PLAN A-31 BUILDING B - CONCEPTUAL PLAN A-32 BUILDING B - CONCEPTUAL PLAN A-33 LANDSCAPE OVERALL CONCEPTUAL LANDSCAPE PLAN RECREATION CENTER AMENITY ENLARGEMENT CENTRAL GREEN ENLARGEMENT RETAIL PLAZA ENLARGEMENT FOOD TRUCK PLAZA ENLARGEMENT COURTYARD ENLARGEMENTS EXISTING GARCIA PARK WALL AND FENCE PLAN WALL AND FENCE DETAILS WALL AND FENCE DETAILS PAVING AND AMENITY MATERIAL LANDSCAPE IRRIGATION MASTER PLAN MAINTENANCE RESPOBSIBILITY DIAGRAM L L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-14 L C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-1 C-2 C-3 C-4 C-1 C-2 C-3 C-4 CIVIL SITE PLAN SITE PLAN EXISTING SITE PLAN SITE UTILIZATION PHOTO EXHIBIT CUT AND FILL MAP UTILITY SYSTEMS MAP FIRE ACCESS PHASING PLAN STOPPING SIGHT DISTANCE EXHIBIT WQMP EXHIBIT (PRELIMINARY) CONCEPTUAL GRADING PLAN TITLE SHEET CONCEPTUAL GRADING PLAN CONCEPTUAL GRADING PLAN SECTIONS TENTATIVE MAP TITLE SHEET SECTIONS TENTATIVE MAP PLAN TENTATIVE MAP PLAN LIGHTING OVERALL SITE PLAN SITE PHOTOMETRIC PLAN - SEGMENT 1 SITE PHOTOMETRIC PLAN - SEGMENT 2 BUILDING A AND B - ROOF PARKING PHOTOMETRIC PLAN L E1.1 E1.1A E1.1B E2.1 ELECTRICAL ENGINEER SALAS O’BRIEN 8825 Research Dr. Irvine, CA 92618 (949) 753-1553 Contact: Victor Becerra victor.becerra@salasobrien.com 2020-039904-07-2026 A-1 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA PROJECT NARRATIVE Bounded by insurmountable site elements, including an existing drainage basin, unbuildable easements to the east and west populated by powerlines traversing the entire length of the site, and a narrow marketing window along the famed Route 66, what’s left to develop? OPUS is taking on the challenge to face these odds to become a highly sought after residential community in the city of Rancho Cucamonga. The 13 ac. site at the intersection of Foothill Blvd. and Cornwall Ct. has been vacant for some time, most like because of all the aforementioned site characteristics. While these elements dominate the site, they will be viewed as an opportunity to create a truly unique residential mixed-use project. The proposed 351 unit development is envisioned to be a two building community, to be built in 2 phases. Building A will have 158 units, 1500 s.f. of retail space, with leasing and mail, club and fitness spaces, and a centrally wrapped parking structure with 6 levels above grade and level subterranean. Similarly, Building B will have 193 units, with addtional common lounge amenity, with 6 levels of above grade and 1 level of subterranean parking. The subterranean parking concept not only takes advantage of the existing basin, but also to minimize the building’s massing. Additionally, most of the project amenities will be built within the first phase of construction. This would include the pool area amenities between the two buildings, and those amenities associated with Building A. Lastly, the majority of the project’s open spaces around the buildings and especially the adjacent easement areas will be built and landscaped with the first phase. This would include the adjacent on-grade parking, common areas, secondary entrance from Foothill Blvd, and the assocated landscapeing, especially in the adjacent easement areas reflected in the landscape plans. To the west of the proposed site is an existing condominium development. To reduce concerns of privacy from the neighboring property, the newly proposed buildings will be 4 stories along the western edge and step up to 5 stories. How will OPUS turn an eyesore into a win, not only the project but for the community? Since the rest of the site is essentially a non- buildable Edison easement with powerlines spanning the length of the site, a landscaped park with approved plantings will cleverly snake its way through the easement, with pockets of proposed outdoor activity for not only the residents, but for Ranch Cucamonga to enjoy as well. Uses will include a central lawn, outdoor seating, dog parks for big and small dogs, stage for concerts, and a yoga lawn, outdoor picnic areas with areas for food truck festivals, among other uses. Additional parking will also be proposed to support the use. It will truly be a community space for all. The architecture of OPUS will harness the sofisticaiton the name suggests, with its linearity of grapevines, with repetitive sunshade elements not unlike clumps of grapes on a vine. Angular roof forms are indicative of the mountains beyond. Along the rest the Foothill Blvd. frontage, plants similar to grapevines will define the southern edge of the site, further giving a feeling of being in a vineyard as one arrives at the community, or simply passing by. OPUS will be highly amenitized, with ample open space and common areas. Common area spaces include club and recreational uses, including a resort style pool and lounging areas. Surrounding the north east is a fire lane that also an amenity promenade with pickleball courts with removable nets, and outdoor seating. As residents look beyond, they will see the expanse of open space full of possibilities. Needless to say, the neighborhood will be enriched with the addition of this community. 2020-039904-07-2026 A-2 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA DEVELOPMENT STANDARDS Gross Lot Area Developable Area Density (based on Gross Lot Area)1 Density (based on Developable Area)1 Floor Area Ratio 1 Build-to Lines 1 Frontage Width (based on developable portion of project area) Building Height RCMC Section 17.130.60 Parking Setbacks (min.)1 Building Massing RCMC Section 17.130.60 Storage 35' to 1st stall closest to property line Width 400' max. Depth 390' max. Bldg A Width 234' Depth Bldg B Width 358' Depth 293' Overall Max. 92' Will not exceed 92'-0". 305,315 s.f. Surface Parking, Front, or Street Side if located on a Transit Priority Street 40' 85% of primary frontage width 30% of secondary frontage width Secondary Build-to Line 0'/15' (max./min.) OPUS DEVELOPMENT STANDARDS CODE ANALYSIS Category Section Proposed DesignMunicipal Code Standard Driveway(2-way) width: 24 ft Standard Stall: 9' x 18' (inclusive of 1' overhang) Off-Street Parking Standards Section 17.130.050 Studio 1.3 per unit 1 Br 1.5 per unit 2 Br 2 per unit >50 units: 1 per 5 units 566,472 sf (13 ac) Height RCMC Table 17.130.050- 1 Nonresidential Finish Floor Elevation above Grade at Max. Build-to Line 12" max. Total Stories 5 max. Ground floor residential: 9' Ground Floor nonrresidential use: 19' Residential finish floor elevation: at grade Nonresidential finish floor: at grade Total stories: 5 story apartment, 6 story parking structure 36-60 units (min/max.) 27 du/ac (351 units) 0.6/1.5 (min./max.)1.2 The multitude of easements on site makes it difficult to comply with the frontage % The multitude of easements on site makes it difficult to comply with the frontage % Primary Build-to Line Secondary Build-to Line 36' Building Placement within Private Frontage Areas -122'-5" CompliesB2:J27 Parking structure drive aisles: 24 ft Outdoor parking drive aisles: 26 ft. Standard Stall: 9' x 18' Complies Complies 125 cf per unit Bicycle Parking RCMC Section 17.64.110 Short-Term Bicycle Parking: 5% of required motorized vehicle parking Long-Term Bicycle Parking: 5% of required motorized vehicle parking Open Space Section 17.130.060 Common Usable Open Space min. 30 s.f. per unit Common Usable Open Space min. dimension 20' Parking Design Standards Section 17.130.040 254,826 sf (5.85 ac) RCMC Table 17.130.050- 1 60 du/ac (351 units)36-60 units (min/max.) 2020-039904-07-2026 A-3 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA SURROUNDING CONTEXT • A city that continues to strive to be better. • A multitude of dining and world class shopping options awaits. • An outdoor adventurer’s paradise, within close proximity to hiking trails and scenic water falls. 2020-039904-07-2026 A-4 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA SURROUNDING CONTEXT A World Class Community Rancho Cucamonga is constantly improving as it aspires to be equal to or better than the great places throughout the world that people associate with a high quality of life. Wine has always been associated with that quality, and Rancho Cucamonga had one of its roots in wine production. Opus will embody that lifestyle by providing its residents with high design and resort style amenities. WIthin close proximity to a wide array shopping and dining experiences at Victoria Gardens, as well as outdoor recreational options such as hiking and camping, Opus is poised to uphold a legacy of better, safer, healthier, and more vibrant way of life for its residents. 2020-039904-07-2026 A-5 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-6 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-7 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-8 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-9 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-10 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-11 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA CONCEPTUAL 3D RENDERING JOB NO.:DATE: A-12 2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA 158 UNITS 193 UNITS 13.00 AC 13.00 AC 12.1 DU/AC 14.8 DU/AC 194,233 SF 214,554 SF 1,500 SF 134,925 SF 120,309 SF SQ.FT. 13.0 AC AVG. 951 AVG. 951 AVG. 951 1,500 SF 1,500 SQ.FT. 6 STALLS 106 55% 27% 72 46%1 BR BUILDING A SUMMARY BUILDING B SUMMARYTOTAL UNITS TOTAL UNITS TOTAL ACRES TOTAL ACRES PARKING GFA NON-RESIDENTIAL GFA 36 23%STUDIO 622 35 18% AREA (SQ. FT.) NO. OF UNITS BUILDING A UNIT SUMMARY OPUSA 453-UNIT PROJECT CONSISTING OF TWO SEPARATE 4 AND 5-STORY MULTIFAMILY RESIDENTIAL BUILDINGS WITH ONE BUIDLING CONTAINING A MIXED-USE COMPONENT AND A PUBLIC PLAZA. RESIDENTIAL BUILDING DENSITY RESIDENTIAL BUILDING DENSITY RESIDENTIAL GFA RESIDENTIAL GFA NO. OF UNITS % LEGAL DESCRIPTION PROPOSED EXISTING Vacant Land ZONING DISTRICT LAND USE EXISTING PROPOSED CO2 Corridor 2 Zone PARKING GFA BUILDING B UNIT SUMMARY %UNITS FLOOR AREA RATIO (FAR)*0.7 GROSS LOT AREA 566,472 Mixed-Use Residential with Community Park STUDIO 622 UNITS AREA (SQ. FT.) GROSS BUILDING AREA 665,521 SITE COVERAGE 123,037 SQ.FT. SQ.FT.1 BR 924 1,2282 BR 924 RESIDENTIAL SUMMARY STUDIO 622 71 20% UNITS AREA (SQ. FT.) NO. OF UNITS % 100%100%TOTAL 193 BLDG A RETAIL BLDG A RETAIL BUILDING A RETAIL SUMMARY 27.0 2 BR 1,228 102 29% 1 BR 924 178 51% TOTAL 351 100% TOTAL UNITS 351 DENSITY TOTAL 158 158 UNITS 193 UNITS13.00 AC 13.00 AC 12.1 DU/AC 14.8 DU/AC 194,233 SF 214,554 SF 1,500 SF 134,925 SF 120,309 SF SQ.FT. 13.0 AC AVG. 951 AVG. 951 AVG. 951 1,500 SF 1,500 SF 100%100%TOTAL 193 BLDG A RETAIL BLDG A RETAIL RETAIL SUMMARY TOTAL 351 100% TOTAL UNITS 351 DENSITY TOTAL 158 351 30 318,547 5,680 6,647 324,227 10,530 TOTAL OPEN SPACE REQUIRED 10,530 CLUB COMMON USABLE OPEN SPACE REQUIRED OPEN SPACE PROVIDED Unit Total SQ. FT. per Unit TOTAL OPEN SPACE REQUIRED (SQ. FT.) *BUILDING A PRIVATE OPEN SPACE PROVIDED CENTRAL WALK TOTAL OPEN SPACE PROVIDED *BUILDING B PRIVATE OPEN SPACE PROVIDED EAST LANDSCAPE AREA COMMON OPEN SPACE PROVIDED 1,483 1,322 2,204 40,752 2,115 3,151 44,162 13,814 5,912 30,844 15,069 157,719 318,547 5,680 6,647 324,227 10,530 TOTAL OPEN SPACE REQUIRED 10,530 CLUB COMMON USABLE OPEN SPACE LOCATION FITNESS LOUNGE SOUTH LANDSCAPE AREA COURT A1 TOTAL AREA (SQ. FT.) COURT A2 COURT B GREAT LAWN CENTRAL COURT PEDESTRIAN PROMENADE PRIVATE OPEN SPACE *BUILDING A PRIVATE OPEN SPACE PROVIDED CENTRAL WALK TOTAL OPEN SPACE PROVIDED *BUILDING B PRIVATE OPEN SPACE PROVIDED EAST LANDSCAPE AREA COMMON OPEN SPACE PROVIDED PARKING PROVIDED TOTAL BLDG A BLDG B PARK 295 349 40 684 SQ.FT. 5.85 AC SQ.FT. 13.0 AC DENSITY (USING DEVELOPABLE AREA)60.0 DU/AC FLOOR AREA RATIO (FAR)*0.7 OPUS A 351-UNIT PROJECT CONSISTING OF TWO SEPARATE 4 AND 5-STORY MULTIFAMILY RESIDENTIAL BUILDINGS WITH ONE BUIDLING CONTAINING A MIXED-USE COMPONENT AND A PUBLIC PLAZA. LEGAL DESCRIPTION PROPOSED PROPOSED Mixed-Use Residential with Community Park ZONING DISTRICT LAND USE: EXISTING EXISTING DEVELOPABLE AREA CO2 Corridor 2 Zone GROSS LOT AREA 566,472 GROSS BUILDING AREA 665,521 SITE COVERAGE 123,037 SQ.FT. SQ.FT. 254,826 Mixed-Use Residential Vacant Land DU/AC DU 27.0 *EXCLUDES PARKING STRUCTURES LOT 99 OF TRACT NO. 15711-1 IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 278 OF MPAS, PAGES 96 THROUGH 103 INCLUSIVE, IN THE OFFICE OF THE COUNTY OF SAID COUNTY. PROJECT INFORMATION TOTAL UNITS 351 DENSITY (USING GROSS LOT AREA) PROJECT SUMMARY 2020-039904-07-2026 A-13 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA 1 PER 250 STD VAN 203 0.02 5 4 1 6 0.05 1 0 1 5 4 1 5%13 15%39 20%52 52 1 PER 25 3 VAN STD AMB 0 0 0 0 0 0 STD COMPACT STD VAN STANDARD VAN OPEN 28 2 1 13 5 49 SUBT 21 1 1 2 10 4 39 1 17 1 2 8 4 32 2 18 2 2 9 4 35 3 18 2 2 9 4 35 4 19 1 2 9 4 35 5 22 9 4 35 6 18 7 3 28 161 0 7 1 12 1 74 32 1 STD COMPACT STD VAN VAN STD AMB OPEN 1 1 3 1 6 1 0 0 1 3 1 0 0 295 5%15 15 5%15 15 30 30TOTAL BICYCLE PARKING REQUIRED TOTAL BICYCLE PARKING PROVIDED STORAGE TYPE BICYCLE PARKING REQUIRED CATEGORY VEHICLE PARKING SUMMARY - BUILDING A RESIDENTIAL STALLS REQUIRED UNIT TYPE NUMBER OF UNITS RATIO TOTAL STALLS 1 BEDROOM 72 1.50 108 STUDIOS 36 1.30 47 TOTAL RESIDENTIAL STALLS REQUIRED 1.61 255 USPS STALL REQUIRED 1 2 BEDROOM 50 2.00 100 TOTAL UNITS 158 GUEST 0.20 32 THE REQUIRED ADA STALLS ARE INCLUDED IN PARKING COUNT. ONE (1) VAN ADA STALL FOR EVERY EIGHT (8) ADA RESIDENTIAL STALLS REQUIRED. ONE (1) VAN ADA STALL FOR EVERY SIX (6) ADA NON-RESIDENTIAL STALLS REQUIRED. EVCS STALLS REQUIRED RETAIL TOTAL STALLS REQUIRED 294 ACCESSIBLE STALLS REQUIRED USE TYPE QTY.RATIO REQ. OF REQUIRED 169 119 PARKING LEVEL STALL COUNT PER USE TOTAL STALLS PROVIDED STANDARD VEHICLES ELECTRIC VEHICLES STANDARD ACCESSIBLE EVSE (5%) EV READY (25%)EV CAPABLE (10%) RETAIL STALLS REQUIRED USE TYPE FLOOR AREA (SQ. FT.)RATIO TOTAL STALLS USPS STALL PROVIDED TOTAL STALLS PROVIDED TOTAL STALLS PROVIDED RETAIL STALLS PROVIDED TYPE TOTALS 288 EV ACCESIBLE (INCLUDED IN EVCS COUNT) NOTE: THE REQUIRED EV STALLS ARE INCLUDED IN PARKING COUNT. ONE (1) ADA EV STALL FOR EVERY TWENTY-FIVE (25) EV STALLS W/ AN 8' MIN. ACCESSIBLE AISLE. RESIDENTIAL STALLS PROVIDED RETAIL STD STALLS REQ. ACCESSIBLE QTY.EV CATEGORY RETAIL EVCS STALLS REQUIRED 6 NOTE: ALL EV ACCESSIBLE STALLS ARE PROVIDED AT INITIAL BUILDOUT. ALL ACCESSIBLE EV STALLS SHALL COMPLY WITH 11B-228.2.3. ALL ACCESSIBLE EV EQUIPMENT SHALL COMPLY WITH 11B-309.4. ALL EVCS TO COMPLY WITH 11B-802. RETAIL 1,500 6 TOTAL RETAIL STALLS REQUIRED 6 EVSE EV CAPABLE EVCS INSTALLED 255 EV READY RESIDENTIAL EVCS STALLS REQUIRED AND PROVIDED EV CATEGORY QTY.RATIO REQ. RESIDENTIAL RESIDENTIAL (ASSIGNED) TOTAL ACCESSIBLE STALLS REQUIRED: NOTE: TOTAL STALLS PROVIDED STALL COUNT PER USE STANDARD VEHICLES STANDARD ACCESSIBLE ELECTRIC VEHICLES STD ACCESSIBLE REQUIRED RATIO OF REQUIRED MOTOR VEHICLES OF REQUIRED MOTOR VEHICLES TOTAL STALLS REQUIRED TOTAL STALLS PROVIDED SHORT-TERM BIKE PARKING LONG-TERM BIKE PARKING BICYCLE PARKING PROVIDED SHORT-TERM BIKE RACKS LONG-TERM BIKE LOCKER 1 PER 250 STD VAN2030.02 5 4 160.05 1 0 15 4 15%1315%3920%52521 PER 25 3VANSTDAMB0 0 0 0 00 00 0 0 0 STD COMPACT STD VAN STANDARD VAN OPEN 28 2 1 13 5 49 SUBT 21 1 1 2 10 4 39 1 17 1 2 8 4 32 2 18 2 2 9 4 35 3 18 2 2 9 4 35 4 19 1 2 9 4 35 5 22 9 4 35 6 18 7 3 28 161 0 7 1 12 1 74 32 1 STD COMPACT STD VAN VAN STD AMB OPEN 1 1 3 1 6 1 0 0 1 3 1 0 0 295 5%15 15 5%15 15 30 30TOTAL BICYCLE PARKING REQUIRED TOTAL BICYCLE PARKING PROVIDED STORAGE TYPE BICYCLE PARKING REQUIRED CATEGORY RESIDENTIAL STALLS REQUIREDUNIT TYPE NUMBER OF UNITS RATIO TOTAL STALLS1 BEDROOM 72 1.50 108STUDIOS361.30 47TOTAL RESIDENTIAL STALLS REQUIRED 1.61 255USPS STALL REQUIRED 12 BEDROOM 50 2.00 100TOTAL UNITS 158 GUEST 0.20 32THE REQUIRED ADA STALLS ARE INCLUDED IN PARKING COUNT. ONE (1) VAN ADA STALL FOR EVERY EIGHT (8) ADA RESIDENTIAL STALLS REQUIRED. ONE (1) VAN ADA STALL FOR EVERY SIX (6) ADA NON-RESIDENTIAL STALLS REQUIRED.EVCS STALLS REQUIREDRETAILTOTAL STALLS REQUIRED 294ACCESSIBLE STALLS REQUIREDUSE TYPE QTY.RATIO REQ.OF REQUIRED 169 119 PARKING LEVEL STALL COUNT PER USE TOTAL STALLS PROVIDED STANDARD VEHICLES ELECTRIC VEHICLES STANDARD ACCESSIBLE EVSE (5%) EV READY (25%)EV CAPABLE (10%) RETAIL STALLS REQUIREDUSE TYPE FLOOR AREA (SQ. FT.)RATIO TOTAL STALLS USPS STALL PROVIDED TOTAL STALLS PROVIDED TOTAL STALLS PROVIDED RETAIL STALLS PROVIDED TYPE TOTALS 288 EV ACCESIBLE (INCLUDED IN EVCS COUNT)NOTE:THE REQUIRED EV STALLS ARE INCLUDED IN PARKING COUNT. ONE (1) ADA EV STALL FOR EVERY TWENTY-FIVE (25) EV STALLS W/ AN 8' MIN. ACCESSIBLE AISLE. RESIDENTIAL STALLS PROVIDED RETAIL STD STALLS REQ. ACCESSIBLEQTY.EV CATEGORYRETAIL EVCS STALLS REQUIRED 6 NOTE: ALL EV ACCESSIBLE STALLS ARE PROVIDED AT INITIAL BUILDOUT. ALL ACCESSIBLE EV STALLS SHALL COMPLY WITH 11B-228.2.3. ALL ACCESSIBLE EV EQUIPMENT SHALL COMPLY WITH 11B-309.4. ALL EVCS TO COMPLY WITH 11B-802. RETAIL 1,500 6TOTAL RETAIL STALLS REQUIRED 6EVSEEV CAPABLEEVCS INSTALLED 255EV READYRESIDENTIAL EVCS STALLS REQUIRED AND PROVIDEDEV CATEGORY QTY.RATIO REQ.RESIDENTIALRESIDENTIAL (ASSIGNED)TOTAL ACCESSIBLE STALLS REQUIRED:NOTE: TOTALS 6 TOTAL STALLS PROVIDED STALL COUNT PER USE STANDARD VEHICLES STANDARD ACCESSIBLE ELECTRIC VEHICLES STD ACCESSIBLE REQUIRED RATIO OF REQUIRED MOTOR VEHICLES OF REQUIRED MOTOR VEHICLES TOTAL STALLS REQUIRED TOTAL STALLS PROVIDED SHORT-TERM BIKE PARKING LONG-TERM BIKE PARKING BICYCLE PARKING PROVIDED SHORT-TERM BIKE RACKS LONG-TERM BIKE LOCKER S1 3 3 3 3 3 9.5%15 S2 3 5 5 5 3 13.3%21 STUDIOS 6 8 8 8 6 22.8%36 A1 8 8 8 8 6 24.1%38 A2 3 4 2 1 1 7.0%11 A2a 0 0 1 1 1 1.9%3 A3 4 4 4 4 4 12.7%20 1 BEDS 15 16 15 14 12 45.6%72 B1 0 2 2 2 2 5.1%8 B2 0 0 4 4 3 7.0%11 B2a 0 1 1 1 0 1.9%3 B3 1 1 1 1 0 2.5%4 B4 3 3 5 5 3 12.0%19 B4a 0.0%0 B5 1 1 1 1 1 3.2%5 B6 0.0%0 2 BEDS 5 8 14 14 9 31.6%50 SUBTOTAL 26 32 37 36 27 TOTAL 15 8,670 9.5%S1 0 15 0 21 13,965 13.3%S2 0 21 0 38 27,398 24.1%A1 49 38 1,862 11 8,206 7.0%A2 63 11 693 3 2,454 1.9%A2a 0 3 0 20 14,960 12.7%A3 0 20 0 8 8,024 5.1%B1 49 8 392 11 12,386 7.0%B2 63 11 693 3 3,591 1.9%B2a 0 3 0 4 4,336 2.5%B3 0 4 0 19 23,636 12.0%B4 85 19 1,615 0 0 0.0%B4a 0 0 0 5 6,220 3.2%B5 85 5 425 0 0 0.0%B6 49 0 0 847 AVG.158 133,846 TOTAL 36 158 5,680 BUILDING SUMMARY - BUILDING A UNIT SUMMARY - BUILDING A S2 665 22.8% LEVEL 5 %TOTAL 100%158 UNIT TYPE LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 158 PRIVATE OPEN SPACE - BUILDING A UNIT TYPE UNIT NET AREA (SQ. FT.) NUMBER OF UNITS TOTAL NET AREA (SQ. FT.) S1 578 A2a 818 B1 1,003 A1 721 748A3 100% B4a 1,338 TOTAL B3 B4 1,084 1,244 STORAGE REQUIRED - BUILDING A NUMBER OF UNITS MIN. CU. FT.TOTAL CU. FT. 45.6% 31.6% B5 B6 1,244 1,012 B2a 1,197 A2 746 B2 1,126 19,750 STORAGE PROVIDED - BUILDING A LEVEL 1 NUMBER OF RESIDENTIAL UNITS EACH) 158 125 1 26 41 2 32 28 3 37 31 4 36 31 5 27 28 TOTAL 158 159 S1 3 3 3 3 3 9.5%15 S2 3 5 5 5 3 13.3%21 STUDIOS 6 8 8 8 6 22.8%36 A1 8 8 8 8 6 24.1%38 A2 3 4 2 1 1 7.0%11 A2a 0 0 1 1 1 1.9%3 A3 4 4 4 4 4 12.7%20 1 BEDS 15 16 15 14 12 45.6%72 B1 0 2 2 2 2 5.1%8 B2 0 0 4 4 3 7.0%11 B2a 0 1 1 1 0 1.9%3 B3 1 1 1 1 0 2.5%4 B4 3 3 5 5 3 12.0%19 B4a 0.0%0 B5 1 1 1 1 1 3.2%5 B6 0.0%0 2 BEDS 5 8 14 14 9 31.6%50 SUBTOTAL 26 32 37 36 27 TOTAL 15 8,670 9.5%S1 0 15 0 21 13,965 13.3%S2 0 21 0 38 27,398 24.1%A1 49 38 1,862 11 8,206 7.0%A2 63 11 693 3 2,454 1.9%A2a 0 3 0 20 14,960 12.7%A3 0 20 0 8 8,024 5.1%B1 49 8 392 11 12,386 7.0%B2 63 11 693 3 3,591 1.9%B2a 0 3 0 4 4,336 2.5%B3 0 4 0 19 23,636 12.0%B4 85 19 1,615 0 0 0.0%B4a 0 0 0 5 6,220 3.2%B5 85 5 425 0 0 0.0%B6 49 0 0 847 AVG.158 133,846 TOTAL 36 158 5,680 BUILDING SUMMARY - BUILDING A UNIT SUMMARY - BUILDING A S2 665 22.8% LEVEL 5 %TOTAL 100%158 UNIT TYPE LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 158 PRIVATE OPEN SPACE - BUILDING A UNIT NET AREA (SQ. FT.) TOTAL NET AREA (SQ. FT.) NUMBER OF UNITS 100% B4a 1,338 TOTAL B3 B4 1,084 1,244 STORAGE REQUIRED - BUILDING A NUMBER OF UNITS MIN. CU. FT.TOTAL CU. FT. 45.6% 31.6% B5 B6 1,244 1,012 B2a 1,197 A2 746 B2 1,126 19,750 STORAGE PROVIDED - BUILDING A LEVEL 1 NUMBER OF RESIDENTIAL UNITS EACH) 158 125 1 26 41 2 32 28 3 37 31 4 36 31 5 27 28 TOTAL 158 159 PROJECT SUMMARY - BUILDING A 2020-039904-07-2026 A-14 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA PROJECT SUMMARY - BUILDING B STD VAN 246 0.02 5 4 1 5 4 1 5%16 15%47 20%63 63 1 PER 25 3 STD COMPACT STD VAN STANDARD VAN OPEN 25 2 1 11 5 44 SUBT 25 1 1 2 1 12 5 47 1 21 1 1 2 10 4 39 2 23 2 3 12 5 45 3 23 2 3 12 5 45 4 24 1 3 12 5 45 5 25 3 12 5 45 6 25 10 4 39 166 0 7 2 16 1 80 33 349 5%18 18 5%18 18 36 36 SHORT-TERM BIKE PARKING OF REQUIRED MOTOR VEHICLES SHORT-TERM BIKE RACKS LONG-TERM BIKE PARKING OF REQUIRED MOTOR VEHICLES LONG-TERM BIKE LOCKER TOTAL BICYCLE PARKING REQUIRED TOTAL BICYCLE PARKING PROVIDED VEHICLE PARKING SUMMARY - BUILDING B RESIDENTIAL STALLS REQUIRED UNIT TYPE NUMBER OF UNITS RATIO TOTAL STALLS STUDIOS 35 1.30 46 1 BEDROOM 106 1.50 159 2 BEDROOM 52 2.00 104 TOTAL UNITS 193 TOTAL RESIDENTIAL STALLS REQUIRED 1.60 309 GUEST 0.20 39 TOTAL STALLS REQUIRED 348 ACCESSIBLE STALLS REQUIRED USE TYPE QTY.RATIO REQ. OF REQUIRED RESIDENTIAL (ASSIGNED) TOTAL ACCESSIBLE STALLS REQUIRED: NOTE: THE REQUIRED ADA STALLS ARE INCLUDED IN PARKING COUNT. ONE (1) VAN ADA STALL FOR EVERY EIGHT (8) ADA STALLS REQUIRED. EVCS STALLS REQUIRED EV CATEGORY QTY.RATIO REQ. RESIDENTIAL EVCS INSTALLED 309 EV READY RESIDENTIAL EVCS STALLS REQUIRED AND PROVIDED EV ACCESIBLE (INCLUDED IN EVCS COUNT) NOTE: THE REQUIRED EV STALLS ARE INCLUDED IN PARKING COUNT. ONE (1) ADA EV STALL FOR EVERY TWENTY-FIVE (25) EV STALLS W/ AN 8' MIN. ACCESSIBLE AISLE. RESIDENTIAL STALLS PROVIDED 175 130 PARKING LEVEL STALL COUNT PER USE TOTAL STALLS PROVIDED STANDARD VEHICLES ELECTRIC VEHICLES STANDARD ACCESSIBLE EVSE (5%) EV READY (25%)EV CAPABLE (10%) TOTAL STALLS PROVIDED TOTAL STALLS PROVIDED TOTALS 349 BICYCLE PARKING SUMMARY - BUILDING B BICYCLE PARKING PROVIDED REQUIRED RATIO TOTAL STALLS REQUIRED STORAGE TYPE TOTAL STALLS PROVIDED CATEGORY BICYCLE PARKING REQUIRED S1 2 2 2 2 2 5.2%10 S2 5 5 5 5 5 13.0%25 STUDIOS 7 7 7 7 7 18.1%35 A1 8 6 6 6 6 16.6%32 A2 6 5 6 6 6 15.0%29 A2a 1 1 1 1 1 2.6%5 A3 7 7 7 7 7 18.1%35 A4 1 1 1 1 1 2.6%5 1 BEDS 23 20 21 21 21 54.9%106 B1 0 1 1 1 1 2.1%4 B2 2 4 5 5 4 10.4%20 B2a 0 0 0 0 0 0.0%0 B3 0 0 0 0 0 0.0%0 B4 1 1 1 1 0 2.1%4 B4a 2 2 2 2 1 4.7%9 B5 2 2 3 3 1 5.7%11 B6 0 1 1 1 1 2.1%4 2 BEDS 7 11 13 13 8 26.9%52 SUBTOTAL 37 38 41 41 36 TOTAL 11/27/2023 10 5,780 5.2%S1 0 10 0 25 16,625 13.0%S2 0 25 0 32 23,072 16.6%A1 49 32 1,568 29 21,634 15.0%A2 63 29 1,827 5 4,090 2.6%A2a 0 5 0 35 26,180 18.1%A3 0 35 0 5 3,350 2.6%A4 65 5 325 4 4,012 2.1%B1 49 4 196 20 22,520 10.4%B2 63 20 1,260 0 0 0.0%B2a 0 0 0 0 0 0.0%B3 0 0 0 4 4,976 2.1%B4 85 4 340 9 12,042 4.7%B4a 0 9 0 11 13,684 5.7%B5 85 11 935 4 4,048 2.1%B6 49 4 196 839 AVG.193 162,013 TOTAL 34 193 6,647 100%193 193 BUILDING SUMMARY - BUILDING B UNIT TYPE LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 %TOTAL B3 1,084 UNIT TYPE UNIT NET AREA (SQ. FT.) NUMBER OF UNITS TOTAL NET AREA (SQ. FT.) UNIT SUMMARY - BUILDING B TOTAL UNIT % S2 665 18.1% A1 721 B2 1,126 S1 578 A3 748 A2 746 A2a 818 B1 1,003 TOTAL 100% A4 670 26.9% 54.9% 1,244 B6 1,012 B2a 1,197 B5 B4 1,244 B4a 1,338 STORAGE REQUIRED - BUILDING A NUMBER OF UNITS MIN. CU. FT.TOTAL CU. FT. 193 125 24,125 STORAGE PROVIDED - BUILDING A LEVEL 1 NUMBER OF RESIDENTIAL UNITS EACH) 1 37 46 2 38 61 3 41 29 TOTAL 193 193 4 41 29 5 36 28 SUBTOTAL 37 38 41 41 36TOTAL 11/27/2023 10 5,780 5.2%S1 0 10 0 25 16,625 13.0%S2 0 25 0 32 23,072 16.6%A1 49 32 1,568 29 21,634 15.0%A2 63 29 1,827 5 4,090 2.6%A2a 0 5 0 35 26,180 18.1%A3 0 35 0 5 3,350 2.6%A4 65 5 325 4 4,012 2.1%B1 49 4 196 20 22,520 10.4%B2 63 20 1,260 0 0 0.0%B2a 0 0 0 0 0 0.0%B3 0 0 0 4 4,976 2.1%B4 85 4 340 9 12,042 4.7%B4a 0 9 0 11 13,684 5.7%B5 85 11 935 4 4,048 2.1%B6 49 4 196 839 AVG.193 162,013 TOTAL 34 193 6,647 100%193193BUILDING SUMMARY - BUILDING BUNIT TYPE LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 %TOTAL B3 1,084 PRIVATE OPEN SPACE - BUILDING A UNIT NET AREA (SQ. FT.) NUMBER OF UNITS TOTAL NET AREA (SQ. FT.) TOTAL 100% A4 670 26.9% 54.9% 1,244 B6 1,012 B2a 1,197 B5 B4 1,244 B4a 1,338 STORAGE REQUIRED - BUILDING A NUMBER OF UNITS MIN. CU. FT.TOTAL CU. FT. 193 125 24,125 STORAGE PROVIDED - BUILDING A LEVEL 1 NUMBER OF RESIDENTIAL UNITS EACH) 1 37 46 2 38 61 3 41 29 TOTAL 193 193 4 41 29 5 36 28 2020-039904-07-2026 A-15 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA S M L 62' - 1 0 " VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY PROJECTENTRY MOVE-IN BLDG A BLDG B LEASING RETAIL COURT A1 CENTRALCOURT COURT B COURT A2 FIRELANE /PEDESTRIANPROMENADE FIRELANE /PEDESTRIANPROMENADE GREATLAWN CLUB FITNESS LOUNGE 38'-1" 41'-3" 36'-9" 64 ' - 1 " 38 ' - 1 " 38 ' - 6 " 36'-0" 262'-0" MOVE-IN 26'-0 " 26'-0" 26'-0" 26'-0" 26'-0" 34'-0 " 26 ' - 0 " 26'-0" 26 ' - 0 " 26'-0" 26 ' - 0 " MAIL SOUTHLANDSCAPEAREA EASTLANDSCAPEAREA CENTRALWALK 40 ' - 0 " USPS 447'-8" 47 2 ' - 1 0 " 41 2 ' - 1 1 " 24 ' - 0" 26'-0" 55'-0" 26'-0" 26' - 0 " HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P.HUB E.P. HUB E.P . HUB E.P. HUBHUB HUB HUBE.P. HUB E.P. HUB HUB HUB E.P. UP 18 R HUB E.P . CBCB CBCB L REF W/D COAT 36" TUB UP 9R DN 9R UP 9R 5' DIA. UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R L REF W/DCOAT 36" TUB UP 9R DN 9R UP 9R ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 25'-4" HUB E.P.HUB E.P. BIKE R A C K DD16-LL-G 16 B I K E S ST ST ST ST BIK E R A C K DD0 4 - L L - G 4 B I K E S E.P. TR TR HUB E.P. UP 18R HUB E.P. HUB E.P. HUB HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P. HUB E.P. UP 18R W/D HUB UP 18R UP 9R DN 9R UP 9R HUB E.P. HUB E.P. HUB E.P. UP 9R DN 9 R UP 9 R 5' DIA. CB CB HUB E.P. L REF W/D COAT 36" TUB UP 9R DN 9 R UP 9R ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" TUB M. F. HUB HUB E.P. HUB BIKE R A C K DD16-LL-G 16 BIKES ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 341'-0" 40 ' - 0 " R: \ 2 0 2 0 \ 2 0 2 0 - 3 9 9 P A C I F I C C O M M U N I T I E S F O O T H I L L B L V D R A N C H O C U C A M O N G A \ 0 3 D E S I G N \ S C H E M \ A U T O C A D \ 0 0 - 0 0 0 _ A 1 . 2 S I T E P L A N . D W G We d n e s d a y , A u g u s t 0 6 , 2 0 2 5 5 : 5 4 : 4 7 P M RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 60’120’180’240’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023Date11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND RETAIL PARKING DEVELOPMENT SITES (BLOCK 1 & BLOCK 2) RESIDENTIAL LEASING & AMENITIES 1” = 60’ CONCEPTUAL SITE PLAN A-16 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA VEHICULARENTRY BLDG A LEASING RETAIL COURT A1 COURT A2 36'-9" 64 ' - 1 " 36'-0" MOVE-IN 26'-0" 26'-0" MAIL SOUTHLANDSCAPEAREA40 ' - 0 " USPS 47 2 ' - 1 0 " 24 ' - 0 " 26'-0" 26 ' - 0 " HUB HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P. HUB E.P. UP 18R W/D HUB UP 9R DN 9R UP 9R HUB E.P. HUB E.P. HUB E.P. UP 9 R DN 9R UP 9R 5' DIA. CB CB HUB E.P . L RE F W/D COAT 36" TU B ST ST ST ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" T U B HUB E.P. 40 ' - 0 " 96'-5" 113'-7" R: \ 2 0 2 0 \ 2 0 2 0 - 3 9 9 P A C I F I C C O M M U N I T I E S F O O T H I L L B L V D R A N C H O C U C A M O N G A \ 0 3 D E S I G N \ S C H E M \ A U T O C A D \ 0 0 - 0 0 0 _ A 1 . 2 B P R I V A T E F R O N T A G E C A L C U LA T I O N . D W G We d n e s d a y , A u g u s t 0 6 , 2 0 2 5 6 : 0 0 : 1 5 P M RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 60’120’180’240’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023Date11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND RETAIL PARKING DEVELOPMENT SITES (BLOCK 1 & BLOCK 2) RESIDENTIAL LEASING & AMENITIES 1” = 60’ PRIVATE FRONTAGE CALCULATION Developable Portion Frontage: 113’-7” (100%) Building Frontage along Foothill: 96’-5” (85%) A-17 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA S M L 62' - 1 0 " VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY PROJECTENTRY MOVE-IN BLDG A BLDG B LEASING RETAIL COURT A1 CENTRALCOURT COURT B COURT A2 FIRELANE /PEDESTRIANPROMENADE FIRELANE /PEDESTRIANPROMENADE GREATLAWN CLUB FITNESS LOUNGE 38'-1" 41'-3" 36'-9" 64 ' - 1 " 38 ' - 1 " 38 ' - 6 " 36'-0" 262'-0" MOVE-IN 26'-0 " 26'-0" 26'-0" 26'-0" 26'-0" 34'-0 " 26 ' - 0 " 26'-0" 26 ' - 0 " 26'-0" 26 ' - 0 " MAIL SOUTHLANDSCAPEAREA EASTLANDSCAPEAREA CENTRALWALK 40 ' - 0 " USPS 447'-8" 47 2 ' - 1 0 " 41 2 ' - 1 1 " 24 ' - 0" 26'-0" 55'-0" 26'-0" 26' - 0 " HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P.HUB E.P. HUB E.P . HUB E.P. HUBHUB HUB HUBE.P. HUB E.P. HUB HUB HUB E.P. UP 18 R HUB E.P . CBCB CBCB L REF W/D COAT 36" TUB UP 9R DN 9R UP 9R 5' DIA. UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R L REF W/DCOAT 36" TUB UP 9R DN 9R UP 9R ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 25'-4" HUB E.P.HUB E.P. BIKE R A C K DD16-LL-G 16 B I K E S ST ST ST ST BIK E R A C K DD0 4 - L L - G 4 B I K E S E.P. TR TR HUB E.P. UP 18R HUB E.P. HUB E.P. HUB HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P. HUB E.P. UP 18R W/D HUB UP 18R UP 9R DN 9R UP 9R HUB E.P. HUB E.P. HUB E.P. UP 9R DN 9 R UP 9 R 5' DIA. CB CB HUB E.P. L REF W/D COAT 36" TUB UP 9R DN 9 R UP 9R ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" TUB M. F. HUB HUB E.P. HUB BIKE R A C K DD16-LL-G 16 BIKES ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 341'-0" 40 ' - 0 " 14 9 ' - 4 " T R A V E L D I S T A N C E 149'-3" TRAVE L D I S T A N C E 149'-3" TRAVE L D I S T A N C E 149'- 3 " TRA V E L D I S T A N C E 102'-5" TRAVE L D I S T A N C E 149'-11" TRAVE L D I S T A N C E 149'-8" TRAVE L D I S T A N C E RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS STANDPIPE STANDPIPE STANDPIPE STANDPIPE 0 60’120’180’240’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023Date11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 FIRE ACCESS PLAN LEGEND FIRE TRUCK APPARATUS 2 HR STAIR ENCLOSURE GURNEY-SIZED ELEVATOR 26’-WIDE FIRE ACCESS ROAD 2-HR FIRE RATED PASSAGE 150’ MAX. FIRE HOSE PULL PATH OF EXIT 15’ - 30’ AERIAL TRUCK ACCESS SETBACK TRUCK TURN RADIUS AERIAL TRUCK LADDER ACCESS TO BUILDING 2 HR STAIR ENCLOSURE TO ROOF EXISTING FIRE HYDRANT FIRE TRUCK APPARATUS 2 HR STAIR ENCLOSURE TO PODIUM AND ROOF GURNEY-SIZED ELEVATOR EXISTING FIRE HYDRANT 150-FT MAX. FIRE HOSE PULL PATH OF EXIT AERIAL TRUCK LADDER ACCESS TO BUILDING 24-FT WIDE FIRE ACCESS ROAD 2 HR STAIR ENCLOSURE 15' - 30' AERIAL TRUCK ACCESS SETBACK 2-HR FIRE RATED PASSAGE TRUCK TURN RADIUS26" 20" 46" 1” = 60’ DEVELOPMENT SITES (BLOCK 1 & BLOCK 2) INTERIOR AND EXTERIOR STANDPIPES A-18 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA S M L 62' - 1 0 " VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY PROJECTENTRY MOVE-IN BLDG A BLDG B LEASING RETAIL COURT A1 CENTRALCOURT COURT B COURT A2 FIRELANE /PEDESTRIANPROMENADE FIRELANE /PEDESTRIANPROMENADE GREATLAWN CLUB FITNESS LOUNGE 38'-1" 41'-3" 36'-9" 64 ' - 1 " 38 ' - 1 " 38 ' - 6 " 36'-0" 262'-0" MOVE-IN 26'-0 " 26'-0" 26'-0" 26'-0" 26'-0" 34'-0 " 26 ' - 0 " 26'-0" 26 ' - 0 " 26'-0" 26 ' - 0 " MAIL SOUTHLANDSCAPEAREA EASTLANDSCAPEAREA CENTRALWALK 40'-0 " USPS 447'-8" 47 2 ' - 1 0 " 41 2 ' - 1 1 " 24' - 0 " 26'-0" 55'-0" 26'-0" 26 ' - 0 " HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P.HUB E.P. HUB E.P . HUB E.P. HUBHUB HUB HUBE.P. HUB E.P. HUB HUB HUB E.P. UP 1 8 R HU B E.P . CBCB CBCB L REF W/D COAT 36" TUB UP 9R DN 9R UP 9R 5' DIA. UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R L REF W/DCOAT 36" TUB UP 9R DN 9R UP 9R ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 25'-4" HUB E.P.HUB E.P. BIKE R A C K DD 16-LL - G 16 B I K E S ST ST ST ST BIK E R A C K DD0 4 - L L - G 4 B I K E S E.P. TR TR HUB E.P. UP 18R HUB E.P. HUB E.P. HUB HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P. HUB E.P. UP 18R W/D HUB UP 18R UP 9R DN 9R UP 9R HUB E.P. HUB E.P. HUB E.P. UP 9R DN 9R UP 9 R 5' DIA. CB CB HUB E.P. L REF W/D COAT 36" TUB UP 9R DN 9R UP 9R STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" TUB M. F. HUB HUB E.P. HUB BIKE RA CK DD16 - L L - G 16 BIKES ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 341'-0" 40 ' - 0 " R: \ 2 0 2 0 \ 2 0 2 0 - 3 9 9 P A C I F I C C O M M U N I T I E S F O O T H I L L B L V D R A N C H O C U C A M O N G A \ 0 3 D E S I G N \ S C H E M \ A U T O C A D \ 0 0 - 0 0 0 _ A 1 . 3 O P E N S P A C E P L A N . D W G Th u r s d a y , A u g u s t 0 7 , 2 0 2 5 4 : 2 9 : 0 4 P M RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 351 30 318,547 5,680 6,647 324,227 10,530 TOTAL OPEN SPACE REQUIRED 10,530 CLUB COMMON USABLE OPEN SPACE REQUIRED OPEN SPACE PROVIDED Unit Total SQ. FT. per Unit TOTAL OPEN SPACE REQUIRED (SQ. FT.) *BUILDING A PRIVATE OPEN SPACE PROVIDED CENTRAL WALK TOTAL OPEN SPACE PROVIDED *BUILDING B PRIVATE OPEN SPACE PROVIDED EAST LANDSCAPE AREA COMMON OPEN SPACE PROVIDED 1,483 1,322 2,204 40,752 2,115 3,151 44,162 13,814 5,912 30,844 15,069 157,719 318,547 5,680 6,647 324,227 10,530 TOTAL OPEN SPACE REQUIRED 10,530 CLUB COMMON USABLE OPEN SPACE LOCATION FITNESS LOUNGE SOUTH LANDSCAPE AREA COURT A1 TOTAL AREA (SQ. FT.) COURT A2 COURT B GREAT LAWN CENTRAL COURT PEDESTRIAN PROMENADE PRIVATE OPEN SPACE *BUILDING A PRIVATE OPEN SPACE PROVIDED CENTRAL WALK TOTAL OPEN SPACE PROVIDED *BUILDING B PRIVATE OPEN SPACE PROVIDED EAST LANDSCAPE AREA COMMON OPEN SPACE PROVIDED 0 60’120’180’240’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023Date11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 PUBLIC OPEN SPACE AMENITY ROOF DECK PERIMETER LEGEND 1” = 60’ DEVELOPMENT SITES (BLOCK 1 & BLOCK 2) OPEN SPACE PLAN REPEAT COMMENT A-19 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA S M L 62 ' - 1 0 " VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY VEHICULARENTRY PROJECTENTRY MOVE-IN BLDG A BLDG B LEASING RETAIL COURT A1 CENTRALCOURT COURT B COURT A2 FIRELANE /PEDESTRIANPROMENADE FIRELANE /PEDESTRIANPROMENADE GREATLAWN CLUB FITNESS LOUNGE 38'-1" 41'-3" 36'-9" 64 ' - 1 " 38 ' - 1 " 38 ' - 6 " 36'-0" 262'-0" MOVE-IN 26'-0 " 26'-0" 26'-0" 26'-0" 26'-0" 34'-0 " 26 ' - 0 " 26'-0" 26 ' - 0 " 26'-0" 26 ' - 0 " MAIL SOUTHLANDSCAPEAREA EASTLANDSCAPEAREA CENTRALWALK 40 ' - 0 " USPS 447'-8" 47 2 ' - 1 0 " 41 2 ' - 1 1 " 24' - 0" 26'-0" 55'-0" 26'-0" 26 ' - 0 " HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P.HUB E.P. HUB E.P. HUB E.P. HUB HUB HUB HUBE.P. HUB E.P. HUB HUB HUB E.P. UP 18 R HUB E.P. CBCB CBCB L REF W/D COAT 36" TUB UP 9R DN 9R UP 9R 5' DIA. UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R L REF W/DCOAT 36" TUB UP 9R DN 9R UP 9R ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 25'-4" HUB E.P.HUB E.P. BIK E R A C K DD16-LL-G 16 B I K E S ST ST ST ST BIKE R A C K DD 0 4 - L L - G 4 B I K E S E.P. TR TR HUB E.P . UP 18R HUB E.P. HUB E.P. HUB HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P. HUB E.P. UP 18R W/D HUB UP 18R UP 9R DN 9R UP 9R HUB E.P. HUB E.P. HUB E.P. UP 9R DN 9 R UP 9 R 5' DIA. L REF W/D COAT 36" TUB CB CB HUB E.P. L REF W/D COAT 36" TUB UP 9R DN 9 R UP 9R STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" TUB M. F. HUB HUB E.P. HUB BIKE R A C K DD16-LL-G 16 BIKES ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 341'-0" 40 ' - 0 " TRASH CHUTE INTAKE (ACCESS AT THE LOWEST LEVEL)SCALE: 1" = N.T.S. 2-HOUR FIRE RATED CMU WALL, TYP. TRASH COMPACTOR TRASH TERMINATION ROOMACCESS TRASH ROOM TRASH CHUTE 4' - 0 " M A X . 3' - 8 " VE R I F Y WA L L O P E N I N G 2' - 6 " VE R I F Y WA L L O P E N I N G ACCESS TRASH ROOM 4' - 0 " M A X . FLUSHING SPRAY HEAD (HOT WATER) AND AUTOMATIC SPRINKLER ON TOP INTAKE THROAT AS REQUIRED. (OCCURS ON THE LAST ACCESS ROOM INTAKE ) 90 MIN. SIDE HINGED, ADA APPROVED SINGLE HAND OPERATION, SELF CLOSING, STEEL INTAKE DOOR ASSEMBLY, VERIFY SIZE WITH MANUFACTURER. MAX. FORCE FOR PULLING OPEN THE DOOR SHALL BE 15LB FOR A FIRE DOOR. TRASH BIN FB2 FB 2 FB 2 FB 2 FB 2 FB 2 FB 2 FB 2 FB2 FB2 FB2 FB2 2-HOUR SLAB MODIFY CONVEYER SIDE INTAKE INTO COMPACTOR AS REQUIRED AS TO ENSURE REFUSE / RECYCLING IS CONVEYED INTO COMPACTOR AND THE ADA ACCESSIBILITY IS PROVIDED 90 MIN. BOTTOM HINGED, ADA APPROVED SINGLE HAND OPERATION, SELF CLOSING, STEEL INTAKE DOOR ASSEMBLY, VERIFY SIZE WITH MANUFACTURER. MAX. FORCE FOR PULLING OPEN THE DOOR SHALL BE 15LB FOR A FIRE DOOR. 30" DIAMETER, 16 GA. TRASH CHUTE 2-HOUR FIRE RATED CMU WALL, TYP. TRASH COMPACTOR TRASH TERMINATION ROOMACCESS TRASH ROOM TRASH CHUTE 3' - 8 " VE R I F Y WA L L O P E N I N G 2' - 6 " VE R I F Y WA L L O P E N I N G ACCESS TRASH ROOM FLUSHING SPRAY HEAD (HOT WATER) AND AUTOMATIC SPRINKLER ON TOP INTAKE THROAT AS REQUIRED. (OCCURS ON THE LAST ACCESS ROOM INTAKE ) 90 MIN. SIDE HINGED, ADA APPROVED SINGLE HAND OPERATION, SELF CLOSING, STEEL INTAKE DOOR ASSEMBLY, VERIFY SIZE WITH MANUFACTURER. MAX. FORCE FOR PULLING OPEN THE DOOR SHALL BE 15LB FOR A FIRE DOOR. TRASH BIN 1" THK. SHAFT LINER TYPE X GYP. BOARD OVER METAL STUDS. FB2 FB 2 FB 2 FB 2 FB 2 FB 2 FB 2 FB 2 FB2 FB2 FB2 FB2 2-HOUR SLAB MODIFY CONVEYER SIDE INTAKE INTO COMPACTOR AS REQUIRED AS TO ENSURE REFUSE / RECYCLING IS CONVEYED INTO COMPACTOR AND THE ADA ACCESSIBILITY IS PROVIDED 90 MIN. BOTTOM HINGED, ADA APPROVED SINGLE HAND OPERATION, SELF CLOSING, STEEL INTAKE DOOR ASSEMBLY, VERIFY SIZE WITH MANUFACTURER. MAX. FORCE FOR PULLING OPEN THE DOOR SHALL BE 15LB FOR A FIRE DOOR. 30" DIAMETER, 16 GA. TRASH CHUTE 8" CMU WALL, SEE STRUCTURAL DRWAINGS 2- 5/8" THK. TYPE X GYP. BOARD OVER METAL STUDS 9' - 1 " MI N . R: \ 2 0 2 0 \ 2 0 2 0 - 3 9 9 P A C I F I C C O M M U N I T I E S F O O T H I L L B L V D R A N C H O C U C A M O N G A \ 0 3 D E S I G N \ S C H E M \ A U T O C A D \ 0 0 - 0 0 0 _ A 1 . 5 W A S T E M A N A G E M E N T P L A N . D WG Fr i d a y , A p r i l 0 3 , 2 0 2 6 5 : 0 2 : 4 5 P M RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS TRASH TRUCK ROUTE TRASH STAGING AREA TRASH TERMINATION ROOM STINGER TRUCK ROUTE TRASH CHUTE ROOM TRASH CHUTE ROUTE 1-510-607-7600 sales@smarttrashsystems.com www.smarttrashsystems.com •3 Chute Fed Models - Top loaded and/or combined with Side or Rear Thru-wall intake doors •Heavy Duty Plate Steel Construction for long life •Extra Large Compaction Chamber Opening to reduce jams & bridging •Designed for easy installation and maintenance •Integrated SmartTrash® Management System to provide real time alert to engineering staff •Single Side Latch & Chain Binder Options •Front Container in standard, short, narrow & mini configurations from 1.5 to 4 cubic yard size •Rear Load Containers in 2 & 3 cubic yard size •Custom Hopper Modifications Available FEATURES •30” x 30” charge chamber opening to reduce jams •Heavy duty ¼” plate steel construction for strength durability and longer life. ⅜” plate floor ram bottom, top and front •Hinge retainer teeth for less spillage •Ram plow to increase compaction density •Heavy duty slider plate and compactor floor to withstand impact of heavy trash items •State of the art industrial photo eye sensors for compaction & container status •Industrial grade safety door interlock switches for longer life and higher reliability •Heavy duty door latch with L-handle for ease of use •Rust Inhibitive Primer & Industrial Acrylic Top Coat PERFORMANCE •Compaction Ration: 51 minimum •Ram Penetration: 9” into container with plow •Charge Chamber: 0.40 cubic yards per stroke HYDRAULIC •Pump: 6 GPM •Cylinders: 2 - 3” diameter with 2” rod ELECTRICAL •Motor: 5HP •Motor Power: 208/230/460V •Control Voltage: 24V/120V •Circuits Controller: PLC processor •Integrated SmartTrash® Management System to provide real time alert to engineering staff •UL Listed Power Pack. ANSI Z245 compliant •Monitor Lights: 80% and 100% full WARRANTY* SmartTrash Systems Compactor warranty demonstrates our belief in the quality of our equipment: •1 Year: Parts and Labor •2 Year: Parts On-line remote diagnostics with SmartTrash Request complete warranty for all terms and exclusions We are continuously making improvement in our products. Specifications are subject change without notice. © Mar 31, 2026 SmartTrash Systems LLC STS-500 - Chute Fed Compactor Made in the USA 0 60’120’180’240’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023Date11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 WASTE MANAGEMENT PLAN STINGER TRASH ROUTE TRASH STAGING AREA TRASH TERMINATION ROOM TRASH CHUTE ROOM TRASH TRUCK ROUTE TRASH CHUTE ROUTE LEGEND 7/12/2023 158 0.5 39.5 3 13.17 4 2 2 158 0.5 39.5 N/A 39.50 10 2 5 158 0.02 1.58 N/A 1.58 1 1 1 7/12/2023 193 0.5 48.25 3 16.08 5 2 3 193 0.5 48.25 N/A 48.25 13 2 7 193 0.02 1.93 N/A 1.93 1 1 1 NUMBER OF 2 C.Y. BINS ORGANICS # PICK-UPS/WK TOTAL BINS REQUIRED UNITS C.Y. PER UNIT TOTAL (/2) UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO TRASH (C.Y.) COMPACTION RATIO TRASH SUMMARY - BUILDING B UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO COMPACTED TRASH (C.Y.) SOLID WASTE NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED ORGANICS UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO TRASH (C.Y.)NUMBER OF 2 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED RECYCLING UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO TRASH (C.Y.)NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED TRASH SUMMARY - BUILDING A SOLID WASTE UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO COMPACTED TRASH (C.Y.) NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED RECYCLING TRASH (C.Y.)NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED 2 158 0.5 39.5 N/A 39.50 10 2 5 158 0.02 1.58 N/A 1.58 1 1 1 7/12/2023 193 0.5 48.25 3 16.08 5 2 3 193 0.5 48.25 N/A 48.25 13 2 7 193 0.02 1.93 N/A 1.93 1 1 1 NUMBER OF 2 C.Y. BINS ORGANICS # PICK-UPS/WK TOTAL BINS REQUIRED UNITS C.Y. PER UNIT TOTAL (/2) UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO TRASH (C.Y.) COMPACTION RATIO TRASH SUMMARY - BUILDING B UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO COMPACTED TRASH (C.Y.) SOLID WASTE NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED ORGANICS UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO TRASH (C.Y.)NUMBER OF 2 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED RECYCLING UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO TRASH (C.Y.)NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED TRASH SUMMARY - BUILDING A SOLID WASTE UNITS C.Y. PER UNIT TOTAL (/2) COMPACTION RATIO COMPACTED TRASH (C.Y.) NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED RECYCLING TRASH (C.Y.)NUMBER OF 4 C.Y. BINS # PICK-UPS/WK TOTAL BINS REQUIRED 35'-0" 18 ' - 8 " TRASH TERMINAL ROOM (TYP.) SCALE: 1/16” = 1’-0” T = 4-CU. YD. TRASH BIN R = 4-CU. YD. RECYCLING BIN O = ORGANICS BIN T O R R R T T 1” = 60’ DEVELOPMENT SITES (BLOCK 1 & BLOCK 2) APARTMENT TRASH NARRATIVE Per Trash Summary Table, Building A will require two (2) 4-cu. yd. bins for trash as it will be compacted, five (5) 4-cu. yd. bins for recycling, and one (1) 2-cu. yd. bins for organics. Building B will require three (3) 4-cu. yd. bins for trash as it will be compacted, seven (7) 4-cu. yd. bins for recycling, and one (1) 2-cu. yd. bins for organics. Additionally, the trash rooms on each level, including the first floor, will have two chutes: 1 for trash and 1 for recycling. Compator will be used for trash only. Maintenance will monitor the ground-floor termination rooms and upper-floor chute rooms, while collecting organics from upper levels and bringing the bins to the ground floor termination rooms. On collection days, Maintenance will move the bins immediately outside the trash termination room. Burrtec is to then pick up the bins and bring them to the staging areas. Retail will have access to the same ground floor trash room only in Bldg A. Bins will be transported by Burrtec using a stinger truck first thing in the morning from the Trash Termination Rooms in the parking structure to the Trash Staging Area on trash pick-up days for twice a week trash and recycling pick-ups and once a week for organics pick-ups. Trash collection truck will approach from the east and turn right onto the site from Foothill Blvd. The truck will head north on the project drive, then south, pull up to Building B’s trash staging area, service the bins, then continue south for Building A’s trash staging area to do the same. Once done, the truck will head back towards the project entry and exit the site. The stinger truck would then return the bins to the trash termination rooms. TRASH NOTES 1. There are nineteen (19) total bins for the project. a. Seventeen (17) 4-cu. yd. bins b. Two (2) 2-cu. yd. bins c. See plan for further bin breakdown per A-20 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING A - CONCEPTUAL PLAN 1” = 20’ LEVEL SUB-T UP 9 R DN 9 R UP 9 R VE N T C O U R T UP 9 R DN 9 R UP 9 R UP 9RDN 9R UP 9R UP 9RDN 9R UP 9R RA M P U P 7 % SPEED RAMP19.2%RAMP8%RAMP8% MECH.ROOM MAINT.ROOM 125'-11" RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS A-21 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS UP 1 8 R HUBE.P. HU B E.P . W/D P.DWREF W/D P.DWREF W/DP.DW REF HUB HU B E.P . UP 18R HUB E.P. HUB E.P.HUBE.P. HU B E.P . UP 1 8 R W/ D HUB UP 1 8 R UP 9 R DN 9 R UP 9 R B4 B5 LEASING MAIL/PARCEL MOVE-IN HU B E.P . ACCESS HU B E.P . ELEC. HUB E.P. ELEC. EE UP 9RDN 9R UP 9R 5' DIA. TRASH L REF W/D COAT 36" TUB FIXEDISLANDW/D W.I.C. 36" TUB REF 36" TUB W.I.C. HUBE.P. FITNESS L REF W/D COAT 36" TUB A3 A3 A3S1S1 S1 A2 A1 A1 A1 A2 B3 A1 A1 A1 A1 S2 A3 A1 A1 B4 B4 VE N T C O U R T UP 9RDN 9R UP 9R RA M P U P 7 % RA M P D N 7 % SPEED RAMP19.2%RAMP8%RAMP8% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST (352 UNITS) AMAZON L REF W/D COAT 36" TUB RETAIL OFFICE 111'-0" x 11'-0" OFFICE 111'-0" x 11'-0" BREAK RM.9'-3" x 12'-3" 912 8 9 J. 31'-6" x 34'-0" (+/-1,300 SQ.FT.) M. F. YOGA/ 15'-10" x 16'-0" DANCE HU B HUB E.P. A2 S2 HU B S2 BIKE RACK DD16-LL-G 16 BIKES BIKESTOR. ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST CLUB31-6" x 47'-0"(+/-1,480 SQ.FT.) 125'-11"237'-0"10'-4"39'-6" 412'-9" 58 ' - 0 " 38 ' - 5 " 96 ' - 5 " 65 ' - 8 " 99 ' - 1 0 " 23 4 ' - 4 " 63'-1"31'-9"39'-6"24'-6"26'-0"38'-2"112'-9"33'-8"38'-0" 407'-5" RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING A - CONCEPTUAL PLAN LEVEL 1 1” = 20’ A-22 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS W/D P.DWREF UP 1 8 R HUBE.P. HU B E.P . HU B E. P . W/D P.DWREF W/DP.DW REF HUB HU B E.P . HU B E.P . HUB E.P. HUB E.P.HUBE.P. HU B E.P . UP 1 8 R W/ D HUB UP 1 8 R OPEN TO BELOW OP E N T O B E L O W HUBE.P. B4 A1 A1 A1 B2 B3 B1 A1 A1 A1 S2 A3 A1 A1 B4 B4 HU B E.P . W/ D P. DW RE F W. I . C . M. B A T H J L. HU B E.P . A2 B1 UP 18R B5 HUB E.P. L REF W/D COAT 36" TUB L REF W/D COAT 36" TUB L REF W/D COAT 36" TUB A3 A3 A3S1S1 S1 A2 OPENTOBELOW OPENTOBELOW UP 9 R DN 9 R UP 9 R EE UP 9RDN 9R UP 9R 5' DIA. TRASH VE N T C O U R T UP 9RDN 9R UP 9R RA M P U P 7 % RA M P D N 7 % SPEED RAMP19.2%RAMP8%RAMP8% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST FIXEDISLANDW/D W.I.C. 36" TUB REF 36" TUB W.I.C. OPEN TO BELOW HUB S2 HU B HUB E.P. A2 B2a S2 HU B S2 125'-11"237'-0"10'-4"39'-6" 412'-9" 58 ' - 0 " 38 ' - 5 " 96 ' - 5 " 23 4 ' - 4 " 63'-1"31'-9"39'-6"24'-6"26'-0"38'-2"112'-9"33'-8"38'-0" 407'-5" RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING A - CONCEPTUAL PLAN LEVEL 2 1” = 20’ A-23 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS HUB E.P. W/D P. DW REF W.I.C. M. BATH J L. HU B E.P . W/ D P. DW RE F W. I . C . M. B A T H J L. HU B E.P . W/ D P. DW RE F W. I . C . M. B A T H J L. HUB UP 1 8 R HUBE.P. HU B E.P . HU B E. P . W/D P.DWREF W/D P.DWREF HU B HUB E.P. W/DP.DW REF HUB HU B E.P . UP 18R HU B E.P . HUB E.P. HUB E.P.HUBE.P. HU B E.P . UP 1 8 R W/ D HUB UP 1 8 R HUBE.P. B4 B5 B2 A1 A1 A1 B2 B3 B1 A1 A1 A1 S2 A3 A2 B2a S2 A1 A1 B4 A2a B4 HU B E.P . W/ D P. DW RE F W. I . C . M. B A T H J L. HU B E.P . A2 S2 B4 B1 B4 B2 B2 S2 VE N T C O U R T UP 9 R DN 9 R UP 9 R EE UP 9RDN 9R UP 9R 5' DIA. TRASH VE N T C O U R T UP 9RDN 9R UP 9R RA M P U P 7 % RA M P D N 7 % SPEED RAMP19.2%RAMP8%RAMP8% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" TUB L REF W/D COAT 36" TUB A3 A3 A3S1S1 S1 L REF W/D COAT 36" TUB FIXEDISLANDW/D W.I.C. 36" TUB REF 36" TUB W.I.C. HU B S2 HUB W/DP.DW REF W/DP.DW REF 125'-11"237'-0"10'-4"39'-6" 58 ' - 0 " 38 ' - 5 " 96 ' - 5 " 63'-1"31'-9"39'-6"24'-6"26'-0"38'-2"112'-9"33'-8"38'-0" 407'-5" RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING A - CONCEPTUAL PLAN LEVEL 3-4 1” = 20’ A-24 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS HU B E.P . W/ D P. DW RE F W. I . C . M. B A T H J L. HU B E.P . W/ D P. DW RE F W. I . C . M. B A T H J L. HUB UP 1 8 R W/D P.DWREF HUB HU B E.P . HU B E.P . HUB E.P. HUB E.P.HUBE.P. HU B E.P . UP 1 8 R UP 1 8 R HUBE.P.A1 A1 A1 B1 A1 A1 A1 S2 A3 B4 HU B E.P . B1 B2 B2 S2 ROOF HUB W/DP.DW REF UP 18R S2 B4 B5 W/DP.DW REF HUB E.P. W/D P. DW REF W.I.C. M. BATH J L. B5 B2 VE N T C O U R T UP 9 R DN 9 R UP 9 R EE UP 9RDN 9R UP 9R 5' DIA. TRASH VE N T C O U R T UP 9RDN 9R UP 9R RA M P U P 7 % RA M P D N 7 % SPEED RAMP19.2%RAMP8%RAMP8% UP 1 8 R ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ROOF ST ST ST ST ST ST ST ST ST L REF W/D COAT 36" TUB L REF W/D COAT 36" TUB A3 A3 A3S1S1 S1 L REF W/D COAT 36" TUB FIXEDISLANDW/D W.I.C. 36" TUB REF 36" TUB W.I.C. A2a 125'-11"237'-0"10'-4"39'-6" 412'-9" 58 ' - 0 " 38 ' - 5 " 96 ' - 5 " 23 4 ' - 4 " 63'-1"31'-9"312'-7" 407'-5" RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING A - CONCEPTUAL PLAN LEVEL 5 1” = 20’ A-25 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS UP 9RDN 9R UP 9R UP 9RDN 9R UP 9R RA M P D N 7 % SPEED RAMP19.2%RAMP8%RAMP8% OPEN TO BELOW 4:126:12 4:12 6:126:12 4:12 3:124:12 4:12 6:12 1:12 1:12 1:12 1:12 1:12 1:12 1:12 1:12 1:12FLAT FLAT 1:12 255 CONDENSERS FOR RESIDENT USE RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING A - CONCEPTUAL PLAN ROOF - LEVEL 6 1” = 20’ A-26 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 8 ' - 0 " 1 571112814 2 310137 92 ' - 0 " MAX. ALLOWABLE HEIGHT ± 6 8 ' - 0 " 142 8 957611121377 92 ' - 0 " MAX. ALLOWABLE HEIGHT ± 6 8 ' - 0 " 1 9 2 1 77541110 613777 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ±6 8 ' - 0 " 1 1 67245 11 9 87121377771 92 ' - 0 " MAX. ALLOWABLE HEIGHT PACIFIC COMMUNITIES 1000 Dove Street, Suite 100, Newport Beach, CA 92660(949) 660-8988 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE OPUS at FOOTHILL RANCHO CUCAMONGA, CA DATE: 12/04/2023 JOB NO.: 2020-399 MATERIAL / COLOR LEGEND EXTERIOR PLASTER VINYL WINDOWS DECORATIVE SLATS GLASS RAILING METAL RAILING ASPHALT SHINGLE PORCELAIN TILE VERTICAL LOUVER ALUMINUM STOREFRONT SUNSHADE OUTDOOR LIGHTING FIXTURE METAL AWNING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 8 ' - 0 " 1 571112814 2 310137 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 8 ' - 0 " 142 8 957611121377 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 8 ' - 0 " 1 9 2 1 77541110 613777 92 ' - 0 " MAX. ALLOWABLE HEIGHT ±6 8 ' - 0 " 1 1 67245 11 9 87121377771 92 ' - 0 " MAX. ALLOWABLE HEIGHT PACIFIC COMMUNITIES 1000 Dove Street, Suite 100, Newport Beach, CA 92660(949) 660-8988 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE OPUS at FOOTHILL RANCHO CUCAMONGA, CA DATE: 12/04/2023 JOB NO.: 2020-399 0 30’60’90’120’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND BUILDING A - CONCEPTUAL EXTERIOR ELEVATIONS 1” = 30’ EAST ELEVATION 1 SOUTH ELEVATION 2 NORTH ELEVATION 4 WEST ELEVATION 3 EXTERIOR PLASTER DECORATIVE SLATS PORCELAIN TILE OUTDOOR LIGHTING FIXTURE METAL RAILING ALUMINUM STOREFRONT DECORATIVE TRIM FIBER CEMENT SIDING VINYL WINDOWS CONCRETE TILE ROOF SUNSHADE GLASS RAILING VERTICAL LOUVER METAL AWNING 3 4 2 1 A-27 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA MATERIAL / COLOR LEGEND EXTERIOR PLASTER VINYL WINDOWS DECORATIVE SLATS GLASS RAILING METAL RAILING ASPHALT SHINGLE PORCELAIN TILE VERTICAL LOUVER ALUMINUM STOREFRONT SUNSHADE OUTDOOR LIGHTING FIXTURE METAL AWNING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0 30’60’90’120’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND BUILDING A - CONCEPTUAL COURTYARD ELEVATIONS 1” = 30’ COURTYARD A1 - SOUTH ELEVATION 2COURTYARD A1 - NORTH ELEVATION 1 COURTYARD A2 - NORTH ELEVATION 3 EXTERIOR PLASTER DECORATIVE SLATS PORCELAIN TILE OUTDOOR LIGHTING FIXTURE METAL RAILING ALUMINUM STOREFRONT DECORATIVE TRIM FIBER CEMENT SIDING VINYL WINDOWS CONCRETE TILE ROOF SUNSHADE GLASS RAILING VERTICAL LOUVER METAL AWNING 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") ± 6 8 ' - 0 " 713 1 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 11 6132 ± 6 8 ' - 0 " 92 ' - 0 " MAX. ALLOWABLE HEIGHT 92 ' - 0 " 131 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") 1 ± 6 8 ' - 0 " 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") ± 6 8 ' - 0 " 7 1 11316 2 92 ' - 0 " MAX. ALLOWABLE HEIGHT R: \ 2 0 2 0 \ 2 0 2 0 - 3 9 9 P A C I F I C C O M M U N I T I E S F O O T H I L L B L V D R A N C H O C U C A M O N G A \ 0 3 D E S I G N \ S C H E M \ A U T O C A D \ 0 0 - 0 0 0 _ A 2 . 9 - A 2 . 1 3 B U I L D I N G E L E V A T IO N S . D W G Th u r s d a y , A u g u s t 0 7 , 2 0 2 5 1 : 1 7 : 3 5 P M A2.9BUILDING A COURTYARD ELEVATIONS PACIFIC COMMUNITIES 1000 Dove Street, Suite 100, Newport Beach, CA 92660(949) 660-8988 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE OPUS at FOOTHILL RANCHO CUCAMONGA, CA DATE: 12/04/2023 JOB NO.: 2020-399 COURTYARD A2 - SOUTH ELEVATION 4 3 1 2 4 A-28 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA LEVEL 1 (0'-0") LEVEL 2 (10'-1") LEVEL 3 (20'-2") LEVEL 4 (30'-3") LEVEL 5 (40'-4") ROOF (52'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 12 ' - 1 " 10 ' - 1 " 55 ' - 1 1 " RETAIL UNIT B3 UNIT B3 UNIT B3 UNIT B1 UNIT B1 UNIT B1 UNIT B2 PARKING LEVEL 6 HALL HALL HALL HALL HALL HALL 58 ' - 5 " BUILDING A PARKING STRUCTURE A BUILDING APARKWAYFOOTHILL BLVD. MAIL UNIT B1 UNIT B1 UNIT B1 UNIT B1 HALL UNIT B1 HALL HALL HALL HALL UNIT A1UNIT A1 UNIT A1 UNIT A1 UNIT A1 UNIT A1 UNIT A1 HALL HALL HALL HALL HALL UNIT A1 UNIT A1 UNIT A1 UNIT A1 FRONT YARD COURTYARD 58'-6"COURTYARD BUILDING A ELEVATOR TOWER BEYOND CLUB UNIT B2 UNIT B2 PARKING LEVEL 1 PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING LEVEL -1 CENTRAL COURT ROOFTOP EQUIP. TYP. PARKING LEVEL 6 PARKING LEVEL 1 PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING LEVEL -1 UNIT A2 HALL HALL HALL HALL HALL BUILDING A PARKING STRUCTURE A LEVEL 1 (0'-0") LEVEL 2 (10'-1") LEVEL 3 (20'-2") LEVEL 4 (30'-3") LEVEL 5 (40'-4") ROOF (52'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 12 ' - 1 " 10 ' - 1 " UNIT A2 UNIT A2 UNIT A2 UNIT A2 PEDESTRIAN WALKWAYS & DRIVE AISLES VEHICLES SCREENED FROM VIEW 0 30’60’90’120’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND RETAIL PARKING RESIDENTIAL LEASING & AMENITIES B B SECTION AA SECTION BB 1” = 30’ A A A-29 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA BEDROOM 12'-0" X 12'-3" W/D P. DW REF KITCHEN LIVING 11'-0" X 13'-8" DINING ENTRY PATIO/BALC. 5'-4" X 12'-0" BATH HU B E.P. BEDROOM 10'-0" X 17'-8" BATH KITCHEN LIVING/DINING 9'-1" X 16'-9" W.I.C.COAT ENTRY CB CB L ENTRY REF STUDIO 16'-6"x12'-2" KIT.SLEEPING 9'-3"x10'-7" W/D COAT BATH 36" TUB FULL HIGHT WALL W/ 5' OPENING 17'-0" 34 ' - 0 " UNIT S1 STUDIO - 1 BATH LIVABLE AREA: 578 SQ. FT. 20'-0" 33 ' - 1 0 " UNIT S2 STUDIO - 1 BATH LIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A4 1BED - 1 BATH LIVABLE AREA: 670 SQ. FT. BALCONY: 65 SQ. FT. HU B E.P. BEDROOM 10'-0" X 17'-8" BATH KITCHEN LIVING/DINING 9'-1" X 16'-9" W.I.C.COAT ENTRY 17'-0" 34 ' - 0 " UNIT S1 STUDIO - 1 BATH LIVABLE AREA: 578 SQ. FT. 20'-0" 33 ' - 1 0 " UNIT S2 STUDIO - 1 BATH LIVABLE AREA: 665 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A4 1BED - 1 BATH LIVABLE AREA: 670 SQ. FT. BALCONY: 65 SQ. FT. BEDROOM 12'-0" X 12'-3" W/D P. DW REF KITCHEN LIVING 11'-0" X 13'-8" DINING ENTRY PATIO/BALC. 5'-4" X 12'-0" BATH 17'-0" 34 ' - 0 " UNIT S1 STUDIO - 1 BATH LIVABLE AREA: 578 SQ. FT. 20'-0" 33 ' - 1 0 " UNIT S2 STUDIO - 1 BATH LIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A4 1BED - 1 BATH LIVABLE AREA: 670 SQ. FT. BALCONY: 65 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT 17'-0"34'-0"UNIT S1STUDIO - 1 BATHLIVABLE AREA: 578 SQ. FT.20'-0"33'-10"UNIT S2STUDIO - 1 BATHLIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A41BED - 1 BATHLIVABLE AREA: 670 SQ. FT.BALCONY: 65 SQ. FT.BEDROOM12'-0" X 12'-3"W/D P.DW REFKITCHEN LIVING11'-0" X 13'-8"DINING ENTRY PATIO/BALC.5'-4" X 12'-0"BATH HUB E.P.BEDROOM10'-0" X 17'-8"BATHKITCHEN LIVING/DINING9'-1" X 16'-9"W.I.C.COATENTRYCBCBLENTRYREFSTUDIO16'-6"x12'-2"KIT.SLEEPING9'-3"x10'-7"W/DCOATBATH 36" TUBFULL HIGHT WALL W/ 5' OPENING HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH L. E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 17'-0"34'-0"UNIT S1STUDIO - 1 BATHLIVABLE AREA: 578 SQ. FT.20'-0"33'-10"UNIT S2STUDIO - 1 BATHLIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A41BED - 1 BATHLIVABLE AREA: 670 SQ. FT.BALCONY: 65 SQ. FT.17'-0"34'-0"UNIT S1STUDIO - 1 BATHLIVABLE AREA: 578 SQ. FT.20'-0"33'-10"UNIT S2STUDIO - 1 BATHLIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. BATH 11'-0" X 11'-4" BEDROOM REF. 11'-0" X 14'-2" LIVING P. L.DW KITCHEN W/D COATS W.I.C. 9'-0" X 11'-6" DINING HU B 11'-0" X 11'-6" M. BEDROOM W.I.C. M. BATH ENTRY UNIT B3 2 BED - 2 BATH LIVABLE AREA: 1084 SQ. FT. 44'-4" 24 ' - 6 " LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT LIVING/DINING 12'-11" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. PATIO/BALCONY 8'-6" X 10'-0" W/DP.DW REF UNIT B4 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. UNIT B6 2 BED - 2 BATH LIVABLE AREA: 1012 SQ. FT. BALCONY: 49 SQ. FT. 50'-6" 30 ' - 5 " BATH 11'-0" X 11'-4" BEDROOM REF. 11'-0" X 14'-2" LIVING P. L.DW KITCHEN W/D COATS W.I.C. 9'-0" X 11'-6" DINING HU B 11'-0" X 11'-6" M. BEDROOM W.I.C. M. BATH ENTRY UNIT B3 2 BED - 2 BATH LIVABLE AREA: 1084 SQ. FT. 44'-4" 24 ' - 6 " LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT LIVING/DINING 12'-11" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. PATIO/BALCONY 8'-6" X 10'-0" W/DP.DW REF TR LIVING/DINING 23'-3" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. W/DP.DW REF LIVINGROOM 13'-0"x11'-0" ENTRY FIXEDISLAND M. BEDROOM 10'-8"x12'-0" W/D BATH W.I.C. 36" TUB DINING PATIO/BALCONY 7'-0"x8'-11" KITCHEN REF CB CB 36" TUB BEDROOM 10'-8"x12'-0" BATH W.I.C. UNIT B4 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. 37 ' - 8 " 38'-0" 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. UNIT B6 2 BED - 2 BATH LIVABLE AREA: 1012 SQ. FT. BALCONY: 49 SQ. FT. 50'-6" 30 ' - 5 " BATH 11'-0" X 11'-4" BEDROOM REF. 11'-0" X 14'-2" LIVING P. L.DW KITCHEN W/D COATS W.I.C. 9'-0" X 11'-6" DINING HU B 11'-0" X 11'-6" M. BEDROOM W.I.C. M. BATH ENTRY UNIT B3 2 BED - 2 BATH LIVABLE AREA: 1084 SQ. FT. LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT LIVING/DINING 12'-11" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. PATIO/BALCONY 8'-6" X 10'-0" W/DP.DW REF TR LIVING/DINING 23'-3" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. W/DP.DW REF LIVINGROOM 13'-0"x11'-0" ENTRY FIXEDISLAND M. BEDROOM 10'-8"x12'-0" W/D BATH W.I.C. 36" TUB DINING PATIO/BALCONY 7'-0"x8'-11" KITCHEN REF CB CB 36" TUB BEDROOM 10'-8"x12'-0" BATH W.I.C. 37 ' - 8 " 38'-0" 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. 50'-6" 30 ' - 5 " 44'-4" 24 ' - 6 " LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT 37 ' - 8 " 38'-0" 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. UNIT B6 2 BED - 2 BATH LIVABLE AREA: 1012 SQ. FT. BALCONY: 49 SQ. FT. 50'-6" 30 ' - 5 " 0 8’16’24’32’ BUILDING A - CONCEPTUAL UNIT PLANS 1/8” = 1’-0” A-30 SCALE:JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA 2020-039904-07-2026 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS UP 9R DN 9R UP 9R RAMP DN 7% UP 9R DN 9R UP 9R SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% SUB-T LEVEL MECH.ROOM MAINT.ROOM UP 9R DN 9R UP 9R EE RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING B - CONCEPTUAL PLAN 1” = 30’ LEVEL SUB-T A-31 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS 1ST FLOOR HU B E.P . UP 1 8 R HU B E.P . HUB E.P. HU B E.P . HU B E.P. HUB E.P. HUB E.P. HUB E.P . HUB E.P. HU B E.P . HUB E.P. UP 18R HUB E.P. AC C E S S ACCESS CB CB LOUNGE ELEC.UP 9R DN 9R UP 9R 5' D I A .TRASH UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R CB CB COURTYARD RAMP UP 7%RAMP DN 7% SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% B4a A2 A3 A3 A3 A3 B4a A1 A1 A2 S1 S1 A2 A3 A3 A3 A2a A2 A4 A2 B2 A1 A1 A1 A1 A1 S2 S2 S2 S2 S2 A2 B4 B5 B5 EE UP 9R DN 9R UP 9R VE N T C O U R T EE ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 25'-4" HUB E.P . HU B E.P. BIKE STO R . BIKE RACK DD16-LL-G 16 BIKES ST ST ST ST BIKE RACK DD04-LL-G 4 BIKES E.P . LIV I N G / D I N I N G 12 ' - 11 " X 1 7 ' -11" BE D R O O M 11 ' - 2 " X 1 5 ' - 6 " W/D P. DW RE F KIT C H E N EN T R Y M. B A T H CO A T TR W/DP.DW REF TR W/DP.DW REF HUB E.P. A2 AC C E S S AC C E S S 41'-0"155'-4"10'-2"86'-5" 39 ' - 6 " 10 1 ' - 1 0 " 21 0 ' - 6 " 149'-0" 32'-1" 27 0 ' - 9 " RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING B - CONCEPTUAL PLAN 1” = 30’ LEVEL 1 A-32 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS 2ND FLOOR HU B E.P . UP 1 8 R HU B E.P . HUB E.P. HU B E.P . HUB E.P. HUB E.P. HUB E.P. HUB E.P. HU B E.P. HUB E.P. HUB E.P. UP 18R HUB E.P. CB CB RAMP UP 7% UP 9R DN 9R UP 9R RAMP DN 7% UP 9R DN 9R UP 9R CB CB HUB E.P. OPEN TOBELOW HU B E.P . HU B E.P . SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% B4a A2 A3 A3 A3 A3 B4a A1 A1 A2 S1 S1 A3 A3 A3 A2 A4 A2 B2 B1 B6 A1 A1 A1 A1 S2 S2 S2 S2 S2 B2 B4 B5 B5 B2 UP 9R DN 9R UP 9R A4 HUB E.P. 5' D I A .TRASH UP 9R DN 9R UP 9R B2 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST A2 HUB E.P . A2a E.P . LIV I N G / D I N I N G 12 ' - 1 1 " X 1 7 ' -11 " BE D R O O M 11' - 2 " X 15 ' - 6 " W/D P. DW RE F KITC H EN EN T R Y M. B A T H CO A T TR W/DP.DW REF TR W/DP.DW REF CB CB CB CB HUB E.P . 41'-0"155'-4"10'-2"86'-5" 39 ' - 6 " 10 1 ' - 1 0 " 21 0 ' - 6 " 149'-0" 32'-1" 27 0 ' - 9 " RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING B - CONCEPTUAL PLAN 1” = 30’ LEVEL 2 A-33 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS 3RD FLOOR HU B E.P . UP 1 8 R HU B E.P . HUB E.P. HU B E.P . HUB E.P. HUB E.P. HUB E.P. HUB E.P. HU B E.P . UP 18R HUB E.P. CB CB CB CB HUB E.P. HU B E.P . HU B E.P . B4a A2 A3 A3 A3 A3 B4a A1 A1 A2 S1 S1 A3 A3 A3 A2 B1 A1 A1 A1 A1 S2 S2 S2 S2 S2 B2 B4 B5 B5 B2 HUB E.P. A2 HU B E. P . B2 B5 RAMP UP 7%RAMP DN 7% UP 9R DN 9R UP 9R SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% UP 9R DN 9R UP 9R 5' D I A .TRASH UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R HUB E.P. HUB E.P. A4 A2 B2 B6 A4 HUB E.P. ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STST ST ST ST ST B1ST ST ST ST ST ST A2 HUB E.P . A2a E.P . LIV I N G / D I N I N G 12 ' - 1 1 " X 1 7 ' -11 " BE D R O O M 11' - 2 " X 15 ' - 6 " W/D P. DW RE F KITC H EN EN T R Y M. B A T H CO A T TR W/DP.DW REF TR W/DP.DW REF B2 CB CB CB CB HUB E.P . 41'-0"155'-4"10'-2"86'-5" 39 ' - 6 " 10 1 ' - 1 0 " 21 0 ' - 6 " 149'-0" 32'-1" 27 0 ' - 9 " RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING B - CONCEPTUAL PLAN 1” = 30’ LEVEL 3-4 A-34 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS 5TH FLOOR HU B E.P . UP 1 8 R HU B E. P . HUB E.P. HU B E.P . CB CB CB CB HU B E.P . HU B E.P . B4 A2 A3 A3 A3 A3 A1 A1 A2 S1 S1 A3 A3 HUB E.P. A2 HU B E. P . B2 B5 RAMP UP 7%RAMP DN 7% UP 9R DN 9R UP 9R SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% ROOF UP 9R DN 9R UP 9R 5' D I A .TRASH UP 9R DN 9R UP 9R UP 9R DN 9R UP 9R HUB E.P. HUB E.P. HUB E.P. HUB E.P. HUB E.P. HU B E. P . A3 A2 B1 A1 A1 A1 A1 S2 S2 S2 S2 S2 B2 HUB E.P. HUB E.P. A4 A2 B2 B6 A4 HUB E.P. ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STST ST ST ST B1ST ST ST ST ST ST A3 A2 HUB E.P. A2a E.P. LIVIN G / D I N I N G 12' - 1 1 " X 1 7 ' - 1 1 " BE D R O O M 11 ' - 2 " X 1 5 ' - 6 " W/D P. DW RE F KIT C H E N EN T R Y M. B A TH CO A T B2 CB CB CB CB HUB E.P. 41'-0"155'-4"10'-2"86'-5" 39 ' - 6 " 10 1 ' - 1 0 " 21 0 ' - 6 " 149'-0" 32'-1" 27 0 ' - 9 " RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING B - CONCEPTUAL PLAN 1” = 30’ LEVEL 5 A-35 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 9'-0" x 18'-0" 9'-0" x 18'-0"9'-0" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0"8'-6" x 18'-0" EV STALL EV CHARGER 9'-0" x 18'-0" NO PARKING 9'-0"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 25 ' - 0 " 9'-0" x 18'-0"8'-6" x 18'-0"9'-0" x 18'-0" 18 ' - 0 " 2' - 0 " 2' - 0 " 9'-0"8'-6"9'-0"1'-0" 61 ' - 0 " Notes: 1.The proposed dimensions provide equivalent access and maneuverability to allow parking within standard or column obstructed stalls. 2.The proposed dimensions provide equivalent or greater dimensions and access for passenger loading and unloading at column obstructed stalls than what is provided at standard stalls. 3.The proposed stall dimensions are 9' x 18' deep for both standard and column obstructed stalls (1' of additional width is proposed at wall and other obstructions). 8'-6"9'-0" 9'-0" x 18'-0"9'-0" x 18'-0"8'-6" x 18'-0" NO PARKING 8'-6"9'-0" 5'-0" MINIMUM 9'-0" 8'-6" x 18'-0" 18 ' - 0 " 25 ' - 0 " 8'-6" x 18'-0" 18 ' - 0 " 8'-6"8'-6"8'-6"1'-0" 61 ' - 0 " 8'-6"8'-6" 8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0"8'-6" x 18'-0" 1'-0" 8'-6" x 18'-0"8'-6" x 18'-0" Date 10-18-2023Costa Mesa, CA Job No.Scale 2022-1238 Parking Stall Comparison Exhibit 10'20'30'0 1:10 One Metro West Parking Hive Live Proposed Parking PARKING DIMENSIONS 6TH FLOOR RAMP UP 7% UP 9R DN 9R UP 9R SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% UP 9R DN 9R UP 9R OPEN TO BELOW UP 9R DN 9R UP 9R JUMPSTAIR 1:12 1:12 4:126:12 4:12 6:12 4:12 6:12 9:12 6:12 FLAT FLAT FLAT FLAT 4:12 9:12 6:12 5:12 6:12 5:12 6:12 4:12 3:12 3:12 5:12 193 CONDENSERS FOR RESIDENT USE RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 20’40’60’80’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND PARKING RESIDENTIAL LEASING & AMENITIES RETAIL Dat e 11 - 0 3 - 2 0 2 3 Jo b N o . Sca l e 20 2 2 - 7 7 6 Dat e Jo b N o . Sca l e A-2 0 NORTH 1" = 3 0 ' BU I L D I N G P L A N 30 ' 60 ' 90 ' 0 12 0 ' 11 - 0 6 - 2 0 2 3 BUILDING B - CONCEPTUAL PLAN 1” = 30’ ROOF A-36 SCALE:JOB NO.:DATE:2020-039909-13-2024 OPUS RANCHO CUCAMONGA, CA 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 5 ' - 7 " 1 1 1253611711 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 5 ' - 7 " 7 6 592 11711107777 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 5 ' - 7 " 211 57 946 92 ' - 0 " MAX. ALLOWABLE HEIGHT 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") ± 6 6 ' - 0 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 16 5 2 741077 91 ' - 7 " MAX. ALLOWABLE HEIGHT PACIFIC COMMUNITIES 1000 Dove Street, Suite 100, Newport Beach, CA 92660(949) 660-8988 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE OPUS at FOOTHILL RANCHO CUCAMONGA, CA DATE: 12/04/2023 JOB NO.: 2020-399 0 30’60’90’120’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND BUILDING B - CONCEPTUAL EXTERIOR ELEVATIONS 1” = 30’ EAST ELEVATION 1 SOUTH ELEVATION 2 NORTH ELEVATION 4 WEST ELEVATION 3 MATERIAL / COLOR LEGEND EXTERIOR PLASTER VINYL WINDOWS DECORATIVE SLATS GLASS RAILING METAL RAILING ASPHALT SHINGLE PORCELAIN TILE VERTICAL LOUVER ALUMINUM STOREFRONT SUNSHADE OUTDOOR LIGHTING FIXTURE METAL AWNING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 EXTERIOR PLASTER DECORATIVE SLATS PORCELAIN TILE OUTDOOR LIGHTING FIXTURE METAL RAILING ALUMINUM STOREFRONT DECORATIVE TRIM FIBER CEMENT SIDING VINYL WINDOWS CONCRETE TILE ROOF SUNSHADE GLASS RAILING VERTICAL LOUVER METAL AWNING 3 4 2 1 A-37 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA COURTYARD A1 - SOUTH ELEVATION 2COURTYARD A1 - NORTH ELEVATION 1 COURTYARD A2 - NORTH ELEVATION 3 COURTYARD A2 - SOUTH ELEVATION 4 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") ± 5 5 ' - 7 " 7 21 92 ' - 0 " MAX. ALLOWABLE HEIGHT 4 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " ROOF (+50'-5") 12 ± 5 9 ' - 6 " 92 ' - 0 " MAX. ALLOWABLE HEIGHT 774 137 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") 1 ± 6 3 ' - 6 " 92 ' - 0 " MAX. ALLOWABLE HEIGHT 52 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " LEVEL 5 (+40'-4") LEVEL 4 (+30'-3") LEVEL 3 (+20'-2") LEVEL 2 (+10'-1") LEVEL 1 (+0'-0") 10 ' - 1 " LEVEL 6 (+50'-5") ± 6 3 ' - 6 " 7152 92 ' - 0 " MAX. ALLOWABLE HEIGHT R: \ 2 0 2 0 \ 2 0 2 0 - 3 9 9 P A C I F I C C O M M U N I T I E S F O O T H I L L B L V D R A N C H O C U C A M O N G A \ 0 3 D E S I G N \ S C H E M \ A U T O C A D \ 0 0 - 0 0 0 _ A 2 . 9 - A 2 . 1 3 B U I L D I N G E L E V A T IO N S . D W G Th u r s d a y , A u g u s t 0 7 , 2 0 2 5 1 : 2 0 : 2 0 P M A2.9BUILDING A COURTYARD ELEVATIONS PACIFIC COMMUNITIES 1000 Dove Street, Suite 100, Newport Beach, CA 92660(949) 660-8988 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE OPUS at FOOTHILL RANCHO CUCAMONGA, CA DATE: 12/04/2023 JOB NO.: 2020-399 0 30’60’90’120’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND BUILDING B - CONCEPTUAL COURTYARD ELEVATIONS 1” = 30’ WEST ELEVATION 3 MATERIAL / COLOR LEGEND EXTERIOR PLASTER VINYL WINDOWS DECORATIVE SLATS GLASS RAILING METAL RAILING ASPHALT SHINGLE PORCELAIN TILE VERTICAL LOUVER ALUMINUM STOREFRONT SUNSHADE OUTDOOR LIGHTING FIXTURE METAL AWNING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 EXTERIOR PLASTER DECORATIVE SLATS PORCELAIN TILE OUTDOOR LIGHTING FIXTURE METAL RAILING ALUMINUM STOREFRONT DECORATIVE TRIM FIBER CEMENT SIDING VINYL WINDOWS CONCRETE TILE ROOF SUNSHADE GLASS RAILING VERTICAL LOUVER METAL AWNING 3 4 2 1 A-38 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA LEVEL 1 (0'-0") LEVEL 2 (10'-1") LEVEL 3 (20'-2") LEVEL 4 (30'-3") LEVEL 5 (40'-4") ROOF (52'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 12 ' - 1 " 10 ' - 1 " 55 ' - 1 1 " UNIT B2 PARKING LEVEL 6 HALL HALL HALL HALL HALL 58 ' - 5 " PARKING STRUCTURE B BUILDING B UNIT A1 HALL HALL HALL HALL HALL UNIT A1 UNIT A1 UNIT A1 UNIT A1 BUILDING B UNIT B2 UNIT B2 PARKING LEVEL 1 PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING LEVEL -1 PR O P E R T Y L I N E FIRE LANEPARKWAY SIDE WALK GARCIA PARKCENTRAL COURT UNIT B2 ENTRY ROOFTOP EQUIP. TYP.ELEVATOR TOWER RANCHO CUCAMONGA, CA LEGEND 08-21-2023 2022-0255 A20.2 DATE JOB NO. BUILDING A - BUILDING PLANS SECOND LINE OF TEXT 10'20'30'0 40' 1"=10'NO R T H TEXT TEXT TEXT TEXT TEXT TEXT TEXT TEXT MAIN STREET ED G E W O O D R O A D SAN T I A G O C R E E K B I K E T R A I L NO R T H OPUS 0 30’60’90’120’Date 11-03-2023 Job No. Scale 2022-776 Date Job No. Scale A-20 NO R T H 1" = 30' BUILDING PLAN 30'60'90'0 120'11-06-2023 LEGEND BUILDING B - CONCEPTUAL SECTION B B RETAIL PARKING RESIDENTIAL LEASING & AMENITIES 1” = 30’ SECTION BB A-39 SCALE:JOB NO.:DATE:2020-039904-07-2026 OPUS RANCHO CUCAMONGA, CA BEDROOM 12'-0" X 12'-3" W/D P. DW REF KITCHEN LIVING 11'-0" X 13'-8" DINING ENTRY PATIO/BALC. 5'-4" X 12'-0" BATH HU B E.P. BEDROOM 10'-0" X 17'-8" BATH KITCHEN LIVING/DINING 9'-1" X 16'-9" W.I.C.COAT ENTRY CB CB L ENTRY REF STUDIO 16'-6"x12'-2" KIT.SLEEPING 9'-3"x10'-7" W/D COAT BATH 36" TUB FULL HIGHT WALL W/ 5' OPENING 17'-0" 34 ' - 0 " UNIT S1 STUDIO - 1 BATH LIVABLE AREA: 578 SQ. FT. 20'-0" 33 ' - 1 0 " UNIT S2 STUDIO - 1 BATH LIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A4 1BED - 1 BATH LIVABLE AREA: 670 SQ. FT. BALCONY: 65 SQ. FT. HU B E.P. BEDROOM 10'-0" X 17'-8" BATH KITCHEN LIVING/DINING 9'-1" X 16'-9" W.I.C.COAT ENTRY 17'-0" 34 ' - 0 " UNIT S1 STUDIO - 1 BATH LIVABLE AREA: 578 SQ. FT. 20'-0" 33 ' - 1 0 " UNIT S2 STUDIO - 1 BATH LIVABLE AREA: 665 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A4 1BED - 1 BATH LIVABLE AREA: 670 SQ. FT. BALCONY: 65 SQ. FT. BEDROOM 12'-0" X 12'-3" W/D P. DW REF KITCHEN LIVING 11'-0" X 13'-8" DINING ENTRY PATIO/BALC. 5'-4" X 12'-0" BATH 17'-0" 34 ' - 0 " UNIT S1 STUDIO - 1 BATH LIVABLE AREA: 578 SQ. FT. 20'-0" 33 ' - 1 0 " UNIT S2 STUDIO - 1 BATH LIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A4 1BED - 1 BATH LIVABLE AREA: 670 SQ. FT. BALCONY: 65 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT 17'-0"34'-0"UNIT S1STUDIO - 1 BATHLIVABLE AREA: 578 SQ. FT.20'-0"33'-10"UNIT S2STUDIO - 1 BATHLIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A41BED - 1 BATHLIVABLE AREA: 670 SQ. FT.BALCONY: 65 SQ. FT.BEDROOM12'-0" X 12'-3"W/D P.DW REFKITCHEN LIVING11'-0" X 13'-8"DINING ENTRY PATIO/BALC.5'-4" X 12'-0"BATH HUB E.P.BEDROOM10'-0" X 17'-8"BATHKITCHEN LIVING/DINING9'-1" X 16'-9"W.I.C.COATENTRYCBCBLENTRYREFSTUDIO16'-6"x12'-2"KIT.SLEEPING9'-3"x10'-7"W/DCOATBATH 36" TUBFULL HIGHT WALL W/ 5' OPENING HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH L. E.P. LIVING/DINING 12'-11" X 17'-11" BEDROOM 11'-2" X 15'-6" W/D P. DW REF KITCHEN ENTRY M. BATH COAT 17'-0"34'-0"UNIT S1STUDIO - 1 BATHLIVABLE AREA: 578 SQ. FT.20'-0"33'-10"UNIT S2STUDIO - 1 BATHLIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. 46'-10" 30 ' - 5 " 22'-8" 33 ' - 6 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. BEDROOM 10'-8"x12'-0" W.I.C. LIVINGROOM 11'-1"x13'-2" REF KITCHEN ENTRY W/D BATH 36" TUB L FIXEDISLAND COAT 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A41BED - 1 BATHLIVABLE AREA: 670 SQ. FT.BALCONY: 65 SQ. FT.17'-0"34'-0"UNIT S1STUDIO - 1 BATHLIVABLE AREA: 578 SQ. FT.20'-0"33'-10"UNIT S2STUDIO - 1 BATHLIVABLE AREA: 665 SQ. FT. UNIT A1 1 BED - 1 BATH LIVABLE AREA: 721 SQ. FT. BALCONY: 49 SQ. FT. 35'-6" 30 ' - 5 " UNIT A2 1 BED - 1 BATH LIVABLE AREA: 746 SQ. FT. BALCONY: 63 SQ. FT. 25'-0"25'-0" 33 ' - 6 " UNIT A2a 1 BED - 1 BATH LIVABLE AREA: 818 SQ. FT. 33 ' - 0 " UNIT A3 1 BED - 1 BATH LIVABLE AREA: 748 SQ. FT. HUBE.P. LIVING 13'-2" X 13'-8" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF BEDROOM 11'-2" X 11'-10" KITCHEN ENTRY COAT BEDROOM 11'-0" X 13'-1" BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 9'-1" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH UNIT B1 2 BED - 2 BATH LIVABLE AREA: 1003 SQ. FT. BALCONY: 49 SQ. FT. 46'-10" 30 ' - 5 " HUB E.P. J LIVING/DINING 12'-11" X 15'-0" BEDROOM 11'-2" X 12'-1" W/D P. PATIO/BALC. 11'-0" X 5'-8" DW REF W.I.C. KITCHEN ENTRY COAT M. BATH JM. BEDROOM 11'-4" X 13'-3" W.I.C. M. BATH L L L. 36'-8" 33 ' - 6 " UNIT B2 2 BED - 2 BATH LIVABLE AREA: 1126 SQ. FT. BALCONY: 63 SQ. FT. 36'-8" 33 ' - 6 " UNIT B2a 2 BED - 2 BATH LIVABLE AREA: 1197 SQ. FT. UNIT A41BED - 1 BATHLIVABLE AREA: 670 SQ. FT.BALCONY: 65 SQ. FT. BATH 11'-0" X 11'-4" BEDROOM REF. 11'-0" X 14'-2" LIVING P. L.DW KITCHEN W/D COATS W.I.C. 9'-0" X 11'-6" DINING HU B 11'-0" X 11'-6" M. BEDROOM W.I.C. M. BATH ENTRY UNIT B3 2 BED - 2 BATH LIVABLE AREA: 1084 SQ. FT. 44'-4" 24 ' - 6 " LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT LIVING/DINING 12'-11" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. PATIO/BALCONY 8'-6" X 10'-0" W/DP.DW REF UNIT B4 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. UNIT B6 2 BED - 2 BATH LIVABLE AREA: 1012 SQ. FT. BALCONY: 49 SQ. FT. 50'-6" 30 ' - 5 " BATH 11'-0" X 11'-4" BEDROOM REF. 11'-0" X 14'-2" LIVING P. L.DW KITCHEN W/D COATS W.I.C. 9'-0" X 11'-6" DINING HU B 11'-0" X 11'-6" M. BEDROOM W.I.C. M. BATH ENTRY UNIT B3 2 BED - 2 BATH LIVABLE AREA: 1084 SQ. FT. LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT LIVING/DINING 12'-11" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. PATIO/BALCONY 8'-6" X 10'-0" W/DP.DW REF TR LIVING/DINING 23'-3" X 15'-0"M. BEDROOM 11'-4" X 13'-3" BEDROOM 11'-4" X 13'-3" KITCHEN ENTRY M. BATH BATH W.I.C. W.I.C. W/DP.DW REF 37 ' - 8 " 38'-0" 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. UNIT B6 2 BED - 2 BATH LIVABLE AREA: 1012 SQ. FT. BALCONY: 49 SQ. FT. 50'-6" 30 ' - 5 " 44'-4" 24 ' - 6 " LIVING 11'-11" X 14'-2" DW KITCHEN BEDROOM 11'-6" X 16'-0" W.I.C.BATH HUBE.P. BATH 2 W.I.C. W/D DINING P. PATIO/BALC. 6'-10" X 7'-1" REF BEDROOM 11'-2" X 11'-10" ENTRY COAT LIVINGROOM 13'-0"x11'-0" ENTRY FIXEDISLAND M. BEDROOM 10'-8"x12'-0" W/D BATH W.I.C. 36" TUB DINING PATIO/BALCONY 7'-0"x8'-11" KITCHEN REF CB CB 36" TUB BEDROOM 10'-8"x12'-0" BATH W.I.C. 37 ' - 8 " 38'-0" 37 ' - 8 " 38'-0" UNIT B4a 2 BED - 2 BATH LIVABLE AREA: 1338 SQ. FT. 32'-0" 31 ' - 0 " UNIT B5 2 BED - 2 BATH LIVABLE AREA: 1244 SQ. FT. BALCONY: 85 SQ. FT. UNIT B6 2 BED - 2 BATH LIVABLE AREA: 1012 SQ. FT. BALCONY: 49 SQ. FT. 50'-6" 30 ' - 5 " 0 8’16’24’32’ BUILDING B - CONCEPTUAL UNIT PLANS 1/8” = 1’-0” A-40 SCALE:JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA 2020-039904-07-2026 CONCEPTUAL COLOR & MATERIAL BOARD 5. GLASS RAILING 6. METAL RAILING 7. METAL MESH PANEL 8. BUTTER PECAN PORCELAIN TILE 9. RUSTIC ENHANCED SIDING BUILDING A EAST ELEVATION B. SW 7063 NEBULOUS WHITE E. SW 2851 SAGE GREEN LIGHT C. SW 7069 IRON ORE Date 11-22-2023 NEWPARK PLAZA Newark, CA Job No. Scale 2023-0424 Date Job No. Scale Color & Material Board A7.0 N/A STUCCOLIGHT SAND FINISH OREQUAL 1.TILE SMOOTH FINISH OR EQUAL2.METAL CLADDINGOR EQUAL3.WOOD SIDINGFIBER CEMENT OR EQUAL4.VINYL WINDOWSGRAY OR EQUAL5.ALUMINUM STOREFRONTWINDOW BLACK OR EQUAL6.METAL RAILINGSBRONZE OR EQUAL7.METAL AWNINGBRONZE OR EQUAL8. 5 7 BUILDING - BBUILDING - A 1 E1 BUILDING - C BUILDING - C 4 C E1 C2 K1 8 B1 E1 7 B1F33 I85 1 7 A 5 A 1 1 5 C 1 4 4E 1 G 1 4B1D1F2 F1 E 1 4 1 C 1 G 1 E G 1 A B.SW 6539 Soothing WhiteC. SW 0055 Light French Gray E. SW 9555 Storm Warning F. SW 7069 Iron Ore D. SW 7066 Gray Matters K. SW 7743 Mountain Road I. SW 6132 Relic Bronze J. SW 7505 Manor House H. SW 7638 Jogging Path A. SW 7008 ALABASTER G. SW 6992 INKWELL 1A 6 1C 9A 2B 6D4 12 1A 3 2B87 1E6D1E4 Scale Date Job No. 05-18-2023 2021-109 HOPE AVENUE APARTMENTS CARLSBAD, CAWERMERS PROPERTIES CT 2022-0001/SDP 2022-0006 (DEV 2022-0030) SOUTHEAST ELEVATION 3. Standing Seam Metal Siding 5. Glass Railing 7. Vinyl Window / Door 9. Metal Awning Sun Shade 1.Painted Stucco - 20/30 Sand Finish 4.Porcelain Tile A. SW7004 Snowbound 2.Horizontal Wood Siding 10.Stucco / Foam Trim 12.Metal Trim 6. Metal Railing 11.Metal Column8.Aluminum Storefront Windows / Doors & Awning B. SW7024 Functional Gray C. SW6249 Storm Cloud E. SW6992 Inkwell F. SW6075 Garret Gray D. SW9559 Scattered Showers 0" = 00' A6.0Color and Material BoardRESIDENTIAL BUILDING Note: The project will include a minimum sound transmission class (STC) rating of 28 or higher on glass assemblies. Date 11-22-2023 NEWPARK PLAZA Newark, CA Job No. Scale 2023-0424 Date Job No. Scale Color & Material Board A7.0 N/A STUCCOLIGHT SAND FINISH OREQUAL 1.TILE SMOOTH FINISH OR EQUAL2.METAL CLADDINGOR EQUAL3.WOOD SIDINGFIBER CEMENT OR EQUAL4.VINYL WINDOWSGRAY OR EQUAL5.ALUMINUM STOREFRONTWINDOW BLACK OR EQUAL6.METAL RAILINGSBRONZE OR EQUAL7.METAL AWNINGBRONZE OR EQUAL8. 57 BUILDING - BBUILDING - A 1 E 1 BUILDING - C BUILDING - C 4 CE 1 C 2 K 1 8B 1 E 1 7 B 1 F 3 3 I 8 5 1 7A5A 11 5 C 1 4 4E 1 G 1 4B 1 D 1 F 2 F 1 E 1 4 1 C 1 G 1 EG 1 A B.SW 6539 Soothing White C. SW 0055 Light French Gray E. SW 9555 Storm Warning F. SW 7069 Iron Ore D. SW 7066 Gray Matters K. SW 7743 Mountain Road I. SW 6132 Relic Bronze J. SW 7505 Manor House H. SW 7638 Jogging Path A. SW 7008 ALABASTER G. SW 6992 INKWELL A. SW 2860 SAGE D. SW 7584 RED THEATRE 1. PAINTED STUCCO 2. ALUMINMUM STOREFRONT 3. VINYL WINDOW 4. SUNSHADE 2020-039904-07-2026 A-41 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA CONCEPTUAL COLOR & MATERIAL BOARD 5. FORMULATED GLASS RAILING BUILDING B NORTH ELEVATIONBUILDING A SOUTH ELEVATION 1. METAL SLAT 2. VERTICAL METAL LOUVER 6. FORMULATED GLASS RAILING 3. CONCRETE TILE ROOF 7. FORMULATED GLASS RAILING 4. DECORATIVE TRIM 8. METAL AWNING B. SW 7063 NEBULOUS WHITE E. SW 2851 SAGE GREEN LIGHT C. SW 7069 IRON ORE A. SW 2860 SAGE D. SW 7584 RED THEATRE 2020-039904-07-2026 A-42 JOB NO.:DATE: OPUS RANCHO CUCAMONGA, CA BIKE LANE BIKE LANE BIKE LANE BIKE R A C K DD1 6 - L L - G 16 B I K E S BIKE R A C K DD0 4 - L L - G 4 BI K E S 5' DIA. 5' DIA. BIKE R A C K DD16 - L L - G 16 BI K E S BIKE R A C K DD1 6 - L L - G 16 B I K E S BIKE R A C K DD0 4 - L L - G 4 BI K E S 5' DIA. 5' DIA. BIKE R A C K DD16 - L L - G 16 BI K E S SHT 3 SHT 2 W. FOOTHILL BLVD. CO R N W A L L C T . LO T A GARCIA PARK TITLE SHEET CITY OF RANCHO CUCAMONGACITY GENERAL GRADING NOTES: A. GRADING PROCESS: ’ ’ B.RELATED REQUIREMENTS: ” ” ’ LEGAL DESCRIPTION ENGINEER PROPERTY OWNER/DEVELOPER FLOOD ZONE TOPOGRAPHIC SURVEY BASIS OF BEARINGS UTILITIES: ABBREVIATIONS: ℄ SOILS ENGINEER ESTIMATED EARTHWORK QUANTITY: BENCHMARK: WQMP BMP AS-BUILT CERTIFICATE. NOTE OPUS APARTMENTS APN: 1100-201-05 RANCHO CUCAMONGA, CA FOR RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE LEGEND: FRE E W A Y PROJECT LOCATION SITE INFORMATION: INDEX MAP BIKE LANE BIKE LANE BIKE LANE 5' D I A . A 4 B 4 C 4 I 4 H 4 NOTE: MATCHLINE SEE SHEET 3 OPUS APARTMENTS APN: 1100-201-05 RANCHO CUCAMONGA, CA FOR RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE CONCEPTUAL GRADING PLAN NOTES BLG. "C" 19 TE S M L 5' DIA. D 4 F 4 E4 G 4 GARCIA PARK H OPUS APARTMENTS APN: 1100-201-05 RANCHO CUCAMONGA, CA FOR RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE NOTE: CONCEPTUAL GRADING PLAN NOTES MATCHLINE SEE SHEET 2 A SECTION A B SECTION B C SECTION C E SECTION E F SECTION F D SECTION D G SECTION G I SECTION I H SECTION H OPUS APARTMENTS APN: 1100-201-05 RANCHO CUCAMONGA, CA FOR RFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE SECTIONS FOOTHILL BLVD. FOOTHILL BLVD. CORNWALL CT. BIKE LANE BIKE LANE BIKE LANE 5' D I A . PARKI N G G A R A G E LEGEND: SITE PLAN FRE E W A Y PROJECT LOCATION MATCHLINE SEE SHEET 2 SITE PLAN IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA APN: 1100-201-05 1 OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 S M L 5' DIA. PARKI N G G A R A G E SITE PLAN MATCHLINE SEE SHEET 1 GARCIA PARK 2 SITE PLAN IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 APN: 1100-201-05 GARCIA PARK FRE E W A Y PROJECT LOCATION EXISTING SITE PLAN EXHIBIT OPUS APARTMENTS LEGEND: OPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA EXISTING SITE PLAN 3 OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 APN: 1100-201-05 500' 50 0 ' 500' 50 0 ' SITE OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 SITE UTILIZATION MAP OPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA FRE E W A Y PROJECT LOCATION FRE E W A Y PROJECT LOCATION SITE UTILIZATION 4 APN: 1100-201-05 BIKE LANE BIKE LANE BIKE LANE GARCIA PARK OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 9 PANORAMIC PHOTO EXHIBIT 8 7 PHOTO NO. 1 3 2 1 PHOTO NO. 2 PHOTO NO. 3 PHOTO NO. 4 6 5 4 PHOTO NO. 5 PHOTO NO. 6 PHOTO NO. 7 PHOTO NO. 8 PHOTO NO. 9 PHOTO NO. 10 PHOTO NO. 11 PHOTO NO. 12 PHOTO NO. 13 10 11 12 13 14 PHOTO NO. 14 15 PHOTO NO. 15 16 PHOTO NO. 16 FRE E W A Y PROJECT LOCATIONOPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA PHOTO EXHIBIT 5 APN: 1100-201-05 S M L BIKE LANE BIKE LANE BIKE LANE BIK E R A C K DD 1 6 - L L - G 16 B I K E S BIK E R A C K DD0 4 - L L - G 4 B I K E S 5' DIA. 5' DIA . BIKE R A C K DD1 6 - L L - G 16 B I K E S GARCIA PARK DESCRIPTION PROP. SURFACE UNDERCUT MARK EARTHWORK QUANTITY ESTIMATE CUT AND FILL MAP FRE E W A Y PROJECT LOCATIONOPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 CUT AND FILL MAP 6 APN: 1100-201-05 S M L BIKE LANE BIKE LANE BIKE LANE BIK E R A C K DD1 6 - L L - G 16 B I K E S BIK E R A C K DD 0 4 - L L - G 4 B I K E S 5' DIA. 5' DIA . BIK E R A C K DD1 6 - L L - G 16 B I K E S GARCIA PARK OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 UTILITY SYSTEM MAP EXHIBIT OPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA LEGEND: FRE E W A Y PROJECT LOCATION UTILITY SYSTEMS MAP 7 APN: 1100-201-05 BIK E R A C K DD1 6 - L L - G 16 B I K E S BIK E R A C K DD0 4 - L L - G 4 B I K E S 5' DIA. 5' DI A . BIK E R A C K DD1 6 - L L - G 16 B I K E S GARCIA PARK S M L BIKE LANE BIKE LANE BIKE LANE FIRE ACCESS EXHIBIT LEGEND FRE E W A Y PROJECT LOCATIONOPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA FIRE ACCESS 8 OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 APN: 1100-201-05 S M L BIKE LANE BIKE LANE BIKE LANE BIK E R A C K DD1 6 - L L - G 16 B I K E S BIK E R A C K DD 0 4 - L L - G 4 B I K E S 5' DIA. 5' DI A . BIK E R A C K DD1 6 - L L - G 16 B I K E S GARCIA PARK PHASE 2 PHASE 1 OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 PHASING PLAN EXHIBIT OPUS APARTMENTSOPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA FRE E W A Y PROJECT LOCATION PHASING PLAN 9 APN: 1100-201-05 “”“” “” “” BIKE LANE BIKE LANE BIKE LANEBIKE LANE OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 STOPPING SIGHT DISTANCE EXHIBIT OPUS APARTMENTSOPUS APARTMENTS CITY OF RANCHO CUCAMONGA , CALIFORNIA FRE E W A Y PROJECT LOCATION STOPPING SIGHT DISTANCE EXHIBIT 10 APN: 1100-201-05 BIK E R A C K DD1 6 - L L - G 16 B I K E S BIK E R A C K DD 0 4 - L L - G 4 B I K E S 5' DIA. 5' DIA . BIK E R A C K DD1 6 - L L - G 16 B I K E S S M L BIKE LANE BIKE LANE BIKE LANEBIKE LANE GARCIA PARK FRE E W A Y PROJECT LOCATION ITEM NUMBERS 1.MANHOLE CONE - MODIFIED FLAT BOTTOM. 2.BOLTED RING & GRATE/COVER - DIAMETER & TYPE AS SHOWN. CLEAN CAST IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION ±0.02' OF PLANS. 3.STABILIZED BACKFILL - TWO-SACK SLURRY MIX. 4.PRE-CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. 5.PER PLAN 6.GRADED BASIN OR PAVING (BY OTHERS). 7.COMPACTED BASE MATERIAL, IF REQUIRED (BY OTHERS). 8.FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE SETTLING CHAMBER DEPTH AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE RISER PIPE. 9.NON-WOVEN GEOTEXTILE SLEEVE - MIRAFI 140 NL. MIN. 6 FT Ø. HELD APPROX. 10 FEET OFF THE BOTTOM OF EXCAVATION. 10.PUREFLO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANTI-SIPHON AND INTERNAL 0.265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPOXY COATED. 11.MIN. 6' Ø DRILLED SHAFT. 12.RISER PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. 13.DRAINAGE PIPE - ADS HIGHWAY GRADE OR SCH. 40 PVC WITH TRI-A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS. DIAMETER AS NOTED. 14.ROCK - WASHED, SIZED BETWEEN 3/8" AND 1-1/2". 15.FLOFAST® DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. OVERALL LENGTH VARIES, UP TO 120" WITH TRI-B COUPLER. 16.ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. TYPICAL, 2 PER CHAMBER. 17.FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. GRATED ONLY. 18.MIN 4' Ø DRILLED SHAFT. 19.BASE SEAL - CONCRETE SLURRY 20.6 PERFORATIONS MINIMUM PER FOOT, 2 ROWS MINIMUM. ES T I M A T E D T O T A L D E P T H W I T H 1 0 ' P E N E T R A T I O N I N T O P E R M E A B L E S O I L S SE T T L I N G C H A M B E R D E P T H 2 30" Ø DE P T H O F S L U R R Y 1 176 3 8 11 10 16 6" Ø 12 4 14 13 15 18 14 3 9 9 19 20 RI S E R H E I G H T 5 7 N.T.S 10 ' IN L E T P I P E IN V E R T N.T.S WQMP EXHIBIT (PRELIMINARY) 11 OPUS APARTMENTSRFULLCIRCLETHINKING E N G I N E E R I N G FUSCOE APN: 1100-201-05 SHEET C OF C11 BIK E R A C K DD 1 6 - L L - G 16 B I K E S BIK E R A C K DD 0 4 - L L - G 4 B I K E S 5' DIA. 5' D I A . BIKE R A C K DD1 6 - L L - G 16 B I K E S S M L S L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L T T T T T T T T T T T T T T T T T T T T T T T T S M L S M L S M L S M L S M L S M L S M L S M L S M L L S M L S M L SM L S M L S M L S M L M S M L L L M S L L S M L S M LS L T T UP 18R HUB E.P. HUB E.P. HUB HUB E.P. UP 1 8 R HUB E.P. HUB E.P. HUB E.P. HUB E.P. UP 18R W/D HUB UP 18R UP 9R DN 9R UP 9R B4 B5 LE A S I N G MA I L / P A R C E L MO V E - I N HUB E.P. AC C E S S HUB E.P. EL E C . HUB E.P. EL E C . EE UP 9 R DN 9 R UP 9 R 5' D I A . TR A S H FIX E D IS L A N D W/D W.I . C . 36" T U B REF 36" T U B W.I. C . HUB E.P. FIT N E S S CB CB L EN T R Y RE F ST U D I O 16'- 6 " x 1 2 ' - 2 " KIT . SL E E P I N G 9'-3 " x 1 0 ' - 7 " W/D CO A T BA T H 36" T U B FUL L H I G H T W A L L W / 5 ' O P E N I N G A3 A3 A3 S1 S1 S1 A2 A1 A1 A1 A2 B3 A1 A1 A1 A1 S2 A3 A1 A1 B4 B4 1.3 04 5 1.5 11 6 2.0 09 6 25 7 05 2 30 9 VENT C O U R T UP 9 R DN 9 R UP 9 R RAMP U P 7 % RAMP D N 7 % SP E E D R A M P 19 . 2 % RA M P 8% RA M P 8% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST (3 5 2 U N I T S ) AM A Z O N CB CB L EN T R Y RE F ST U D I O 16'- 6 " x 1 2 ' - 2 " KIT . SL E E P I N G 9'-3 " x 1 0 ' - 7 " W/D CO A T BA T H 36" T U B FUL L H I G H T W A L L W / 5 ' O P E N I N G RE T A I L 9 12 8 9 J. M. F. YO G A / DA N C E HUB HUB E.P. A2 S2 HUB S2 BIKE R A C K DD1 6 - L L - G 16 B I K E S BIK E ST O R . ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST CL U B HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P.HUB E.P. HUB E.P . HUB E.P. HUB HUB HUB HUBE.P. HUB E.P. HUB HUB HUB E.P. HUB E.P. UP 1 8 R HUB E.P. ACCE S S AC C E S S FIX E D IS L A N D W/D W. I . C . 36 " T U B RE F 36 " T U B W. I . C . FIX E D IS L A N D W/D W. I . C . 36 " T U B RE F 36 " T U B W. I . C . CB CB L ENTRY REF STUDIO16'-6"x12 ' - 2 " KIT. SLEEPI N G 9'-3"x10 ' - 7 " W/D COAT BATH 36" TUB FULL HI G H T W A L L W / 5 ' O P E N I N G LO U N G E EL E C . UP 9 R DN 9 R UP 9 R 5' DIA. TR A S H UP 9 R DN 9 R UP 9 R UP 9 R DN 9 R UP 9 R CB CB L ENTRY REF STUDIO 16'-6"x12'-2" KIT.SLEEPING 9'-3"x10'-7" W/D COAT BATH 36" TUB FULL HIGHT WALL W/ 5' OPENING CO U R T Y A R D RA M P U P 7 % RA M P D N 7 % SPEED R A M P 14.2% RAMP 8% RAMP 8% B4 a A2 A3 A3 A3 A3 B4 a A1 A1 A2 S1 S1 A2 A3A3A3A2 a A2 A4 A2 B2 A1 A1 A1 A1 A1 S2S2S2 S2 S2 A2 B4 B5 B5 EE UP 9 R DN 9 R UP 9 R VENT C O U R T EE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST UNIT A2: 1BR / 1BA LIVABLE AREA: 746 PATIO/BALC HUB E.P.HUB E.P. BI K E S T O R . BIK E R A C K DD 1 6 - L L - G 16 B I K E S ST ST ST ST BIK E R A C K DD 0 4 - L L - G 4 B I K E S E.P. HUB E.P . A2 ACCESS ACCESS VEHICULAR ENTRY VEHICULAR ENTRY VEHICULAR ENTRY VEHICULAR ENTRY PROJECT ENTRY MOVE-IN BLDG A BLDG B LEASING RETAIL COURT A1 CENTRAL COURT COURT B COURT A2 FIRE LANE / PEDESTRIAN PROMENADE FIRE LANE / PEDESTRIAN PROMENADE GREAT LAWN CLUB FITNESS LOUNGE MOVE-IN MAIL SOUTH LANDSCAPE AREA EAST LANDSCAPE AREA CENTRAL WALK USPS S3 TYP S5 TYP S6 TYP S1 TYP S3 TYP S1 TYP 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E SHEET E1.1A SHEET E1.1B SHEET E2.1 SHEET E2.1 100'-0" CL E A R S P A C E FROM DE A D E N D T O W E R 10 0 ' - 0 " C L E A R S P A C E FR O M D E A D E N D T O W E R 0.1 0.2 1.1 1.4 1.2 0.5 0.3 0.6 0.9 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.4 1.3 2.5 2.3 1.5 1.4 1.9 3.2 2.2 1.6 1.1 0.8 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.3 0.5 1.3 3.2 3.4 2.8 2.8 3.5 4.2 3.9 3.0 2.5 2.1 1.9 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.8 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.3 1.4 1.2 0.9 0.8 1.2 1.3 2.4 3.2 3.4 3.9 4.4 4.2 4.2 4.3 3.9 3.4 3.5 3.5 2.9 2.8 3.1 3.2 2.8 2.7 3.1 3.3 3.0 2.9 3.3 3.2 3.0 3.0 3.0 2.8 3.0 3.3 3.0 2.7 2.9 3.2 2.9 2.7 3.0 3.4 3.2 3.1 3.5 3.3 2.8 2.8 3.2 3.2 2.7 2.8 3.2 3.1 2.7 2.7 3.2 3.1 2.7 2.7 3.2 3.1 2.7 2.7 3.2 3.1 2.6 2.6 2.9 2.6 2.5 2.0 1.3 0.6 1.2 2.3 2.9 3.5 3.8 3.2 3.2 3.8 3.7 3.3 3.5 3.5 3.4 3.5 3.1 3.2 2.7 2.6 3.1 3.4 3.0 3.1 3.8 3.8 3.4 3.8 3.8 3.1 3.2 3.5 3.0 2.6 2.8 3.3 2.9 2.6 2.9 3.4 3.1 3.1 3.6 3.5 2.9 2.8 3.3 3.2 2.6 2.6 3.2 3.1 2.6 2.6 3.2 3.1 2.6 2.6 3.2 3.1 2.6 2.6 3.2 3.1 2.6 2.6 3.1 3.0 3.1 2.5 1.4 1.1 5.9 1.6 4.5 1.1 1.1 0.9 1.1 1.4 1.3 1.7 1.1 1.4 0.8 1.2 1.6 1.6 1.6 2.4 2.3 1.3 1.2 1.3 0.9 0.6 0.8 1.1 0.8 0.6 0.8 1.1 0.9 0.8 1.6 1.3 1.5 1.4 1.7 1.3 0.7 1.3 1.0 2.0 3.0 2.7 1.4 0.3 0.8 0.6 0.8 0.4 5.3 1.4 2.9 0.5 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.4 0.7 1.1 3.1 3.4 1.6 0.7 0.3 1.4 3.1 3.0 1.5 0.6 0.2 0.2 0.6 0.5 0.1 0.1 0.1 0.1 0.3 3.9 1.1 2.6 2.9 1.0 0.3 0.6 2.5 2.6 1.6 0.8 0.3 0.9 1.0 0.7 0.4 0.0 0.0 0.0 0.5 1.1 0.6 0.9 4.2 1.0 0.6 2.5 2.7 1.7 4.7 0.5 0.7 6.4 1.3 0.4 0.0 0.7 2.3 1.1 0.9 1.1 0.4 1.1 3.1 3.2 1.7 1.9 0.5 1.5 0.3 0.5 0.9 2.0 3.9 2.0 4.4 0.3 1.2 3.2 3.3 1.8 1.0 0.7 5.6 0.1 1.4 2.7 2.6 4.0 1.8 0.6 0.6 2.5 2.8 1.7 0.0 0.1 0.2 0.5 2.3 4.0 2.5 3.0 2.5 0.7 0.5 2.5 2.7 1.7 0.0 0.5 1.4 2.8 2.5 4.1 3.7 0.8 1.1 3.1 3.2 1.8 0.5 1.2 4.2 3.8 1.7 1.2 1.2 3.2 3.3 1.8 0.8 0.8 0.9 2.0 1.8 0.8 0.4 0.6 2.5 2.8 1.7 3.2 2.3 0.9 0.9 0.8 0.5 0.3 0.5 2.5 2.7 1.7 3.8 2.7 1.1 1.5 2.0 0.8 1.1 3.1 3.2 1.8 2.5 2.8 1.4 1.1 3.0 4.0 1.3 1.2 3.2 3.3 1.8 4.3 3.8 1.4 1.6 2.7 2.3 0.6 2.5 2.8 1.7 2.4 4.1 2.2 1.3 2.7 3.0 1.9 0.5 2.5 2.7 1.7 3.2 4.4 1.8 1.5 3.2 3.2 1.2 1.1 3.1 3.2 1.8 4.5 2.7 1.4 2.1 4.2 2.9 1.2 3.2 3.3 1.8 2.2 4.4 2.2 1.4 2.8 3.3 1.6 0.6 2.6 2.8 1.7 3.9 3.3 1.4 1.7 4.4 3.8 0.6 2.6 2.7 1.7 1.0 3.3 2.6 1.3 2.4 3.6 1.9 1.3 3.2 3.2 1.7 0.5 1.2 1.7 1.6 3.2 4.1 1.3 1.6 3.4 3.2 1.6 0.4 1.2 3.9 3.0 1.5 1.3 1.4 2.9 2.7 1.4 0.2 0.3 0.9 2.6 1.9 0.7 0.4 2.1 3.0 2.5 1.3 0.7 0.6 0.3 1.8 3.0 3.9 2.6 1.3 0.2 2.2 4.0 4.3 2.8 1.3 2.6 4.1 4.1 2.9 1.3 2.9 3.6 4.3 4.3 3.0 1.4 4.0 4.0 5.1 4.7 2.8 1.3 1.7 2.8 3.2 4.5 3.8 2.7 1.2 0.0 1.4 2.0 2.1 3.7 3.6 2.5 1.1 1.2 1.7 3.4 3.6 2.5 1.0 3.9 4.0 2.4 0.9 3.0 3.7 2.3 0.9 2.4 3.0 2.1 0.8 2.5 3.1 2.0 0.7 3.5 3.4 1.9 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.1 0.2 1.7 0.0 0.0 0.0 0.2 3.1 1.4 0.1 0.0 0.6 4.5 1.0 0.0 0.1 0.2 2.3 1.7 0.3 0.2 0.0 0.3 0.5 0.2 3.0 0.9 5.2 1.4 0.3 0.1 0.1 2.0 1.8 0.2 1.7 4.5 1.2 2.0 0.3 0.1 0.1 1.8 0.2 4.7 1.3 0.8 5.0 0.2 0.1 0.3 1.9 0.2 2.7 2.2 0.6 0.7 0.1 0.2 3.1 0.9 0.1 1.2 5.0 1.1 7.1 0.3 1.3 2.8 0.1 1.2 0.6 0.2 1.4 2.2 3.2 0.3 0.0 0.0 0.1 0.1 0.3 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.2 0.4 0.0 0.1 0.2 0.9 0.0 0.1 0.3 1.9 0.1 0.2 0.8 0.5 3.1 0.1 0.2 1.1 0.4 2.0 0.9 0.5 0.1 0.6 0.5 0.6 0.3 0.1 6.2 0.6 0.2 0.2 3.2 3.5 0.5 0.6 3.1 0.0 0.1 0.1 0.7 0.3 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.4 0.0 0.0 0.1 0.1 0.5 1.3 2.5 2.9 0.5 0.1 0.0 0.0 0.0 0.1 0.3 2.9 4.0 1.8 0.6 0.2 0.1 0.0 0.0 0.0 0.1 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4.0 2.4 0.8 0.7 1.6 4.2 1.8 1.9 2.8 0.9 0.5 0.2 0.1 0.1 0.3 1.8 2.7 1.1 0.4 0.7 1.4 2.3 2.1 1.1 1.4 3.9 2.0 2.5 2.1 2.1 1.7 0.7 0.2 0.1 0.1 0.1 0.2 0.5 1.5 1.6 0.9 0.7 1.5 3.2 1.9 0.4 0.6 2.8 1.4 0.4 1.1 0.9 1.8 1.2 0.3 0.1 0.2 0.3 0.4 0.3 0.3 0.8 1.3 1.7 1.3 0.9 0.7 0.3 0.3 4.1 3.9 1.5 1.9 1.2 0.9 1.1 0.7 1.0 0.4 1.1 1.7 0.6 0.2 0.3 0.7 1.9 2.7 2.0 1.0 0.4 0.4 1.4 1.5 1.6 1.5 0.8 2.3 1.9 0.4 0.6 0.5 1.0 2.1 2.6 2.1 1.4 1.5 0.9 1.6 2.1 1.3 0.8 1.1 1.0 0.8 0.5 0.9 3.3 2.5 1.4 0.6 0.9 2.0 1.3 0.7 0.2 0.5 2.2 0.9 0.9 0.4 0.3 0.5 0.8 1.1 1.0 0.7 0.5 0.4 0.3 0.5 1.1 0.8 1.3 0.5 0.4 0.4 0.9 3.0 3.6 2.2 0.8 1.8 0.9 4.1 1.1 0.1 0.4 1.2 2.2 2.7 1.8 0.9 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.9 4.4 2.2 0.8 0.7 0.7 1.6 1.1 1.3 0.8 0.9 3.0 1.3 0.6 0.5 1.0 1.3 1.0 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.8 2.0 2.8 2.3 1.7 1.3 0.8 0.6 1.6 0.7 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 2.2 2.6 1.6 1.8 0.9 1.4 1.7 0.9 0.6 1.8 0.7 1.1 1.0 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.4 0.7 1.3 2.0 2.4 2.0 3.1 2.4 1.7 0.6 0.4 0.4 0.7 1.6 1.2 4.0 1.4 4.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.3 2.4 2.4 1.8 0.7 0.8 2.2 0.7 0.7 0.8 1.2 1.0 0.8 0.4 0.4 0.4 0.4 1.1 3.0 2.2 1.6 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.0 0.8 0.9 1.1 1.1 0.4 0.2 0.2 0.4 0.9 0.5 0.4 0.5 0.5 1.6 1.6 4.2 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.6 2.7 2.5 1.3 0.4 0.2 0.3 0.7 0.7 0.7 1.0 3.1 1.2 0.9 4.5 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.1 1.0 0.6 0.6 1.0 1.1 1.0 0.6 0.6 0.9 0.9 1.4 1.1 2.5 2.2 1.3 0.3 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2.4 2.9 3.4 4.2 2.1 1.6 2.6 1.9 1.0 2.3 1.5 2.1 3.0 2.6 2.8 2.7 3.0 3.1 3.9 3.3 1.8 1.0 1.7 3.3 2.3 1.6 1.7 2.4 3.3 2.2 3.1 2.1 1.7 1.0 1.0 1.7 2.2 1.7 1.1 1.3 2.9 1.7 1.0 1.2 1.7 2.1 1.8 1.5 1.7 1.3 1.4 1.7 1.7 2.2 2.6 2.7 2.7 3.5 3.1 1.0 2.0 3.2 3.4 4.1 4.1 2.2 2.8 2.7 1.2 1.6 2.6 3.9 1.6 1.8 2.2 1.8 1.2 1.1 2.0 3.4 2.6 1.7 1.0 1.6 3.8 3.3 2.5 2.3 3.0 2.4 1.7 1.7 2.1 2.1 1.2 1.4 2.2 3.3 3.0 3.0 2.3 2.2 2.4 1.8 1.5 1.9 1.9 1.9 1.9 1.7 2.6 3.1 1.6 2.4 2.4 2.7 2.9 2.1 1.3 1.8 1.6 2.1 3.1 1.7 1.8 2.3 2.1 1.7 2.2 3.9 1.5 2.4 2.0 2.5 2.7 2.6 3.2 1.1 1.9 3.0 1.8 1.1 1.9 2.8 2.4 2.0 1.8 1.5 1.1 1.9 1.7 2.0 2.0 1.5 1.1 1.6 4.0 2.8 2.3 2.7 2.8 2.7 2.7 1.7 1.9 1.4 2.5 1.4 1.4 1.9 2.0 2.4 3.0 3.1 2.3 1.9 3.8 2.1 1.1 3.7 3.2 2.3 1.9 1.1 1.1 1.6 2.8 3.5 1.1 1.1 2.3 1.7 1.0 1.5 2.9 3.5 2.2 1.6 1.6 1.9 3.7 3.2 2.1 3.4 2.2 1.5 1.4 2.0 2.2 1.7 1.7 3.0 2.5 2.4 3.1 1.7 1.3 2.3 4.2 2.0 1.6 1.5 2.6 4.1 2.8 1.7 1.4 2.2 2.3 1.8 1.6 2.0 2.1 1.7 1.5 1.9 1.9 2.2 2.8 2.5 2.0 1.9 2.6 2.4 1.2 4.3 2.0 4.0 3.5 1.8 1.0 1.6 1.9 2.0 3.1 4.2 1.3 1.3 1.0 1.6 3.1 4.1 2.1 1.3 2.1 2.6 1.8 2.0 2.6 4.0 2.7 2.4 1.6 1.3 2.7 2.8 3.1 2.9 2.5 2.4 2.9 2.5 1.7 1.4 4.1 2.7 2.0 1.9 2.5 1.8 2.6 2.0 4.3 3.0 2.8 3.7 2.8 1.7 1.8 2.0 3.8 1.2 1.0 1.8 1.9 2.3 2.7 1.2 1.4 2.6 2.0 2.1 2.3 2.9 1.6 1.4 1.3 1.6 3.2 2.6 3.2 2.5 1.8 1.7 2.9 1.4 1.8 1.8 1.3 1.6 2.6 1.6 1.1 1.8 2.5 2.3 1.5 1.7 3.1 1.9 2.7 2.1 2.2 1.4 1.5 1.6 3.6 3.4 2.1 2.4 2.2 3.2 2.4 2.6 2.3 1.3 2.0 1.8 2.0 FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE 6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE 6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY NO PARKING- ROLLED CURB S M L L S M L S M L L M S1A TYP S1B TYP OVERALL SITE PLAN - - RANCHO CUCAMONGA, CA 08-14-2025 2024-02814 DATE JOB NO. 30'60'90'0 120' 1"=30'NO R T H OPUS salasobrien.com Project No.: Corona 4160 Temescal Canyon Rd., Suite 201 Corona, CA 92883 949.753.1553 2024-02814 E1.1 BIK E R A C K DD 1 6 - L L - G 16 B I K E S BIK E R A C K DD 0 4 - L L - G 4 B I K E S 5' DIA. BIK E R A C K DD1 6 - L L - G 16 B I K E S S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L T T T T T T T T T T T T T T T T S M L S M L S M L S M L S M L S M L S M L L S M L S M LS L T T UP 18R HUB E.P . HUB E.P. UP 18R EL E C . FIT N E S S A1 A1 B4 B4VENT C O U R T ST ST ST ST ST ST ST ST ST ST ST J. M. F. YO G A / DA N C E S2 HUB S2 BIK E R A C K DD1 6 - L L - G 16 B I K E S BIK E ST O R . ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST CL U B HUB E.P. UP 18R HUB E.P. HUB E.P. HUB E.P.HUB E.P. HU B E.P . HU B E.P . HU B HU B HU B HUBE.P. HUB E.P . HUB HUB HUB E.P. HUB E.P. UP 1 8 R HU B E.P . ACCE S S AC C E S S FI X E D IS L A N D W/ D W. I . C . 36 " T U B RE F 36 " T U B W. I . C . FI X E D IS L A N D W/D W. I . C . 36 " T U B RE F 36 " T U B W. I . C . CB CB L ENTRY REF STUDIO 16'-6"x12 ' - 2 " KIT. SLEEP I N G 9'-3"x10 ' - 7 " W/D COAT BATH 36" TUB FULL HI G H T W A L L W / 5 ' O P E N I N G LO U N G E EL E C . UP 9 R DN 9 R UP 9 R 5' DIA. TR A S H UP 9 R DN 9 R UP 9 R UP 9 R DN 9 R UP 9 R CB CB L ENTRY REF STUDIO 16'-6"x12'-2" KIT.SLEEPING 9'-3"x10'-7" W/D COAT BATH 36" TUB FULL HIGHT WALL W/ 5' OPENING CO U R T Y A R D RA M P U P 7 % RA M P D N 7 % SPEED R A M P 14.2% RAMP 8% RAMP 8% B4 a A2 A3 A3 A3 A3 B4 a A1 A1 A2 S1 S1 A2 A3A3A3A2 a A2 A4 A2 B2 A1 A1 A1 A1 A1 S2S2S2 S2 S2 A2 B4 B5 B5 EE UP 9 R DN 9 R UP 9 R VENT C O U R T EE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST UNIT A2: 1BR / 1BA LIVABLE AREA: 746 PATIO/BALC HUB E.P.HUB E.P. BI K E S T O R . BIK E R A C K DD 1 6 - L L - G 16 B I K E S ST ST ST ST BIK E R A C K DD 0 4 - L L - G 4 B I K E S E.P. HU B E.P . A2 ACCESS ACCESS VEHICULAR ENTRY VEHICULAR ENTRY MOVE-IN BLDG B CENTRAL COURT COURT B FIRE LANE / PEDESTRIAN PROMENADE FIRE LANE / PEDESTRIAN PROMENADE GREAT LAWN CLUB FITNESS LOUNGE CENTRAL WALK S3 TYP S5 TYP S6 TYP S1 TYP 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E 10'- 0 " O F F S E T L I N E F R O M OVE R H E A D L I N E SHEET E1.1A SHEET E1.1B SHEET E2.1 100'-0" CL E A R S P A C E FROM DE A D E N D T O W E R 10 0 ' - 0 " C L E A R S P A C E FR O M D E A D E N D T O W E R 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.8 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.3 1.4 1.2 0.9 2.8 3.0 3.3 3.0 2.7 2.9 3.2 2.9 2.7 3.0 3.4 3.2 3.1 3.5 3.3 2.8 2.8 3.2 3.2 2.7 2.8 3.2 3.1 2.7 2.7 3.2 3.1 2.7 2.7 3.2 3.1 2.7 2.7 3.2 3.1 2.6 2.6 2.9 2.6 2.5 2.0 1.3 3.1 3.2 3.5 3.0 2.6 2.8 3.3 2.9 2.6 2.9 3.4 3.1 3.1 3.6 3.5 2.9 2.8 3.3 3.2 2.6 2.6 3.2 3.1 2.6 2.6 3.2 3.1 2.6 2.6 3.2 3.1 2.6 2.6 3.2 3.1 2.6 2.6 3.1 3.0 3.1 2.5 1.4 1.3 1.2 1.3 0.9 0.6 0.8 1.1 0.8 0.6 0.8 1.1 0.9 0.8 1.6 1.3 1.5 1.4 1.7 1.3 0.7 1.3 1.0 2.0 3.0 2.7 1.4 0.5 0.4 0.4 0.3 0.2 0.2 0.4 0.7 1.1 3.1 3.4 1.6 0.7 0.3 1.4 3.1 3.0 1.5 0.1 0.1 0.1 0.1 0.3 3.9 1.1 2.6 2.9 1.0 0.3 0.6 2.5 2.6 1.6 0.0 0.0 0.0 0.5 1.1 0.6 0.9 4.2 1.0 0.6 2.5 2.7 1.7 0.0 0.7 2.3 1.1 0.9 1.1 0.4 1.1 3.1 3.2 1.7 0.5 0.9 2.0 3.9 2.0 4.4 0.3 1.2 3.2 3.3 1.8 1.4 2.7 2.6 4.0 1.8 0.6 0.6 2.5 2.8 1.7 0.5 2.3 4.0 2.5 3.0 2.5 0.7 0.5 2.5 2.7 1.7 0.5 1.4 2.8 2.5 4.1 3.7 0.8 1.1 3.1 3.2 1.8 0.5 1.2 4.2 3.8 1.7 1.2 1.2 3.2 3.3 1.8 0.8 0.8 0.9 2.0 1.8 0.8 0.4 0.6 2.5 2.8 1.7 3.2 2.3 0.9 0.9 0.8 0.5 0.3 0.5 2.5 2.7 1.7 3.8 2.7 1.1 1.5 2.0 0.8 1.1 3.1 3.2 1.8 2.5 2.8 1.4 1.1 3.0 4.0 1.3 1.2 3.2 3.3 1.8 4.3 3.8 1.4 1.6 2.7 2.3 0.6 2.5 2.8 1.7 2.4 4.1 2.2 1.3 2.7 3.0 1.9 0.5 2.5 2.7 1.7 3.2 4.4 1.8 1.5 3.2 3.2 1.2 1.1 3.1 3.2 1.8 4.5 2.7 1.4 2.1 4.2 2.9 1.2 3.2 3.3 1.8 2.2 4.4 2.2 1.4 2.8 3.3 1.6 0.6 2.6 2.8 1.7 3.9 3.3 1.4 1.7 4.4 3.8 0.6 2.6 2.7 1.7 1.0 3.3 2.6 1.3 2.4 3.6 1.9 1.3 3.2 3.2 1.7 0.5 1.2 1.7 1.6 3.2 4.1 1.3 1.6 3.4 3.2 1.6 0.4 1.2 3.9 3.0 1.5 1.3 1.4 2.9 2.7 1.4 0.2 0.3 0.9 2.6 1.9 0.7 0.4 2.1 3.0 2.5 1.3 0.7 0.6 0.3 1.8 3.0 3.9 2.6 1.3 0.2 2.2 4.0 4.3 2.8 1.3 2.6 4.1 4.1 2.9 1.3 2.9 3.6 4.3 4.3 3.0 1.4 4.0 4.0 5.1 4.7 2.8 1.3 1.7 2.8 3.2 4.5 3.8 2.7 1.2 0.0 1.4 2.0 2.1 3.7 3.6 2.5 1.1 1.2 1.7 3.4 3.6 2.5 1.0 3.9 4.0 2.4 0.9 3.0 3.7 2.3 0.9 2.4 3.0 2.1 0.8 2.5 3.1 2.0 0.7 3.5 3.4 1.9 0.6 0.3 1.2 0.7 0.4 0.4 1.3 1.5 1.5 2.0 0.8 0.4 2.1 2.2 2.7 4.1 1.9 1.3 2.0 2.3 0.5 4.2 2.7 2.2 2.2 1.7 1.1 1.6 2.4 1.8 0.8 0.2 1.4 1.8 1.2 1.2 1.1 0.8 0.4 0.6 1.2 1.1 0.6 0.5 0.6 1.5 0.4 0.7 0.7 1.0 1.2 1.2 0.6 0.4 1.7 4.0 2.4 0.8 1.1 0.4 0.7 1.4 2.3 2.1 1.1 1.4 3.9 2.0 2.5 2.1 1.6 0.9 0.7 1.5 3.2 1.9 0.4 0.6 2.8 1.4 0.4 0.8 1.3 1.7 1.3 0.9 0.7 0.3 0.3 4.1 3.9 1.5 0.3 0.7 1.9 2.7 2.0 1.0 0.4 0.4 1.4 1.5 1.6 1.5 0.8 2.3 1.9 0.4 1.3 0.8 1.1 1.0 0.8 0.5 0.9 3.3 2.5 1.4 0.6 0.9 2.0 1.3 0.7 0.5 0.4 0.4 0.9 3.0 3.6 2.2 0.8 1.8 0.9 4.1 1.1 2.2 0.8 0.7 0.7 1.6 1.1 1.3 0.8 0.9 3.0 1.3 0.6 2.3 1.7 1.3 0.8 0.6 1.6 0.7 0.3 1.8 0.9 1.4 1.7 0.9 0.6 1.8 0.7 1.1 1.0 0.9 0.3 0.1 2.0 3.1 2.4 1.7 0.6 0.4 0.4 0.7 1.6 1.2 4.0 1.4 4.3 0.5 0.2 0.1 2.4 1.8 0.7 0.8 2.2 0.7 0.7 0.8 1.2 1.0 0.8 0.4 0.4 0.4 0.4 1.1 3.0 2.2 1.6 0.6 0.3 0.1 0.9 1.0 0.8 0.9 1.1 1.1 0.4 0.2 0.2 0.4 0.9 0.5 0.4 0.5 0.5 1.6 1.6 4.2 0.6 0.2 0.1 0.2 0.4 0.8 1.6 2.7 2.5 1.3 0.4 0.2 0.3 0.7 0.7 0.7 1.0 3.1 1.2 0.9 4.5 0.5 0.2 0.1 0.1 0.1 0.2 0.4 0.8 1.1 1.0 0.6 0.6 1.0 1.1 1.0 0.6 0.6 0.9 0.9 1.4 1.1 2.5 2.2 1.3 0.3 0.2 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.1 2.2 2.7 1.8 0.5 0.6 0.6 0.7 1.0 1.2 3.8 3.0 1.4 1.9 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.2 0.8 0.4 0.2 0.3 0.7 1.4 1.0 1.5 1.4 1.3 0.8 2.3 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.1 0.1 0.4 1.4 2.4 2.4 3.0 1.3 0.4 0.3 0.2 0.2 0.8 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.5 1.9 2.8 1.0 1.1 1.7 2.9 1.9 0.3 0.1 0.1 0.1 0.1 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.4 1.2 0.8 1.7 3.6 1.2 0.3 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.5 0.4 0.8 0.4 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 1.8 1.2 1.1 2.0 2.4 1.7 1.7 2.1 2.1 1.2 1.4 2.4 2.4 2.7 2.9 2.1 1.3 1.8 1.6 2.1 3.1 1.1 1.9 3.0 1.8 1.1 1.9 2.8 2.4 2.0 1.8 1.5 1.1 1.9 1.4 2.5 1.4 1.4 1.9 2.0 2.4 3.0 3.1 2.3 2.3 1.7 1.0 1.5 2.9 3.5 2.2 1.6 1.6 1.9 3.7 3.2 3.0 2.5 2.4 3.1 1.7 1.3 2.3 4.2 2.0 1.6 1.5 2.6 4.1 2.0 2.1 1.7 1.5 1.9 1.9 2.2 2.8 2.5 2.0 1.9 2.6 2.4 1.2 4.3 2.0 1.6 1.9 2.0 3.1 4.2 1.3 1.3 1.0 1.6 3.1 4.1 2.1 1.3 2.1 2.6 1.8 2.0 2.6 4.0 2.7 2.4 1.6 2.7 2.8 3.1 2.9 2.5 2.4 2.9 2.5 1.7 1.4 4.1 2.7 2.0 1.9 2.5 1.8 2.6 2.0 4.3 3.0 2.8 3.7 2.8 1.7 1.8 2.0 3.8 1.2 1.0 1.8 1.9 2.3 2.7 1.2 1.4 2.6 2.0 2.1 2.3 2.9 1.6 1.4 1.3 1.6 3.2 2.6 3.2 2.5 1.8 1.7 2.9 1.4 1.8 1.8 1.3 1.6 2.6 1.6 1.1 1.8 2.5 2.3 1.5 1.7 3.1 1.9 2.7 2.1 2.2 1.4 1.5 1.6 3.6 3.4 2.1 2.4 2.2 3.2 2.4 2.6 2.3 1.3 2.0 1.8 2.0 FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE 6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY NO PARKING- ROLLED CURB - - RANCHO CUCAMONGA, CA 08-14-2025 2024-02814 DATE JOB NO. 30'60'90'0 120' 1"=30'NO R T H OPUS salasobrien.com Project No.: Corona 4160 Temescal Canyon Rd., Suite 201 Corona, CA 92883 949.753.1553 2024-02814 E1.1A TYPE S3 TYPE S6 SITE PHOTOMETRIC PLAN - SEGMENT 1 TYPE S5 12'-0" POLE MAX TYPE S1 (TFTM) - 46W TYPE S1A (T2M) - 34W TYPE S1B (T3M) - 34W TYPE S1 (TFTM) TYPE S1A (T2M) TYPE S1B (T3M) 12'-0" MAXIMUM FIXTURE HEIGHT INCLUDING POLE AND BASE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Auto Hardscape 2.2 fc 4.3 fc 1.0 fc 4.3:1 2.2:1 5' D I A . S L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L S M L T T T T T T T T T T T T T T S M L S M L S M L S M L S M L L S M L S M L S M L S M L S M L S M L M L L M HUB E.P . HUB E.P. HUB HUB E.P. UP 1 8 R HUB E.P . HUB E.P. HUB E.P . HUB E.P. UP 18R W/D HUB UP 18R UP 9R DN 9R UP 9R B4 B5 LE A S I N G MA I L / P A R C E L MO V E - I N HUB E.P. AC C E S S HUB E.P. EL E C . HUB E.P . EL E C . EE UP 9 R DN 9 R UP 9 R 5' D I A . TR A S H FIX E D IS L A N D W/D W.I . C . 36" T U B RE F 36" T U B W.I . C . HUB E.P . FIT N E S S CB CB L EN T R Y RE F ST U D I O 16' - 6 " x 1 2 ' - 2 " KIT . SL E E P I N G 9'-3 " x 1 0 ' - 7 " W/D CO A T BA T H 36" T U B FU L L H I G H T W A L L W / 5 ' O P E N I N G A3 A3 A3 S1 S1 S1 A2 A1 A1 A1 A2 B3 A1 A1 A1 A1 S2 A3 A1 A1 B4 1.3 04 5 1.5 11 6 2.0 09 6 25 7 05 2 30 9 VENT C O U R T UP 9 R DN 9 R UP 9 R RAMP U P 7 % RAMP D N 7 % SP E E D R A M P 19 . 2 % RA M P 8% RA M P 8% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST (3 5 2 U N I T S ) AM A Z O N CB CB L EN T R Y RE F ST U D I O 16' - 6 " x 1 2 ' - 2 " KIT . SL E E P I N G 9'-3 " x 1 0 ' - 7 " W/D CO A T BA T H 36" T U B FU L L H I G H T W A L L W / 5 ' O P E N I N G RE T A I L 9 12 8 9 M. F. YO G A / DA N C E HUB HUB E.P . A2 S2 HUB S2 ST ST ST ST ST ST ST ST ST ST CL U B VEHICULAR ENTRY VEHICULAR ENTRY PROJECT ENTRY BLDG A LEASING RETAIL COURT A1 COURT A2 GREAT LAWN CLUB FITNESS MOVE-IN MAIL SOUTH LANDSCAPE AREA EAST LANDSCAPE AREA USPS S1 TYP S3 TYP 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E 10 ' - 0 " O F F S E T L I N E F R O M OV E R H E A D L I N E SHEET E1.1A SHEET E1.1B SHEET E2.1 0.1 0.2 1.1 1.4 1.2 0.5 0.3 0.6 0.9 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.4 1.3 2.5 2.3 1.5 1.4 1.9 3.2 2.2 1.6 1.1 0.8 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.3 0.5 1.3 3.2 3.4 2.8 2.8 3.5 4.2 3.9 3.0 2.5 2.1 1.9 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.6 0.8 1.2 1.3 2.4 3.2 3.4 3.9 4.4 4.2 4.2 4.3 3.9 3.4 3.5 3.5 2.9 2.8 3.1 3.2 2.8 2.7 3.1 3.3 3.0 2.9 3.3 3.2 3.0 3.0 3.0 2.8 3.0 3.3 3.0 2.7 2.9 3.2 2.9 0.6 1.2 2.3 2.9 3.5 3.8 3.2 3.2 3.8 3.7 3.3 3.5 3.5 3.4 3.5 3.1 3.2 2.7 2.6 3.1 3.4 3.0 3.1 3.8 3.8 3.4 3.8 3.8 3.1 3.2 3.5 3.0 2.6 2.8 3.3 2.9 1.1 5.9 1.6 4.5 1.1 1.1 0.9 1.1 1.4 1.3 1.7 1.1 1.4 0.8 1.2 1.6 1.6 1.6 2.4 2.3 1.3 1.2 1.3 0.9 0.6 0.8 1.1 0.8 0.3 0.8 0.6 0.8 0.4 5.3 1.4 2.9 0.5 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.6 0.2 0.2 0.6 0.5 0.1 0.1 0.1 0.1 0.8 0.3 0.9 1.0 0.7 0.4 0.0 0.0 0.0 4.7 0.5 0.7 6.4 1.3 0.4 0.0 1.9 0.5 1.5 0.3 1.0 0.7 5.6 0.1 0.0 0.1 0.2 0.0 2.4 3.2 4.5 2.2 4.4 3.9 3.3 1.0 3.3 2.6 0.5 1.2 1.7 0.4 1.2 3.9 0.2 0.3 0.9 2.6 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.1 0.2 1.7 0.0 0.0 0.0 0.2 3.1 1.4 0.1 0.0 0.6 4.5 1.0 0.0 0.1 0.2 2.3 1.7 0.3 0.2 0.0 0.3 0.5 0.2 3.0 0.9 5.2 1.4 0.3 0.1 0.1 2.0 1.8 0.2 1.7 4.5 1.2 2.0 0.3 0.1 0.1 1.8 0.2 4.7 1.3 0.8 5.0 0.2 0.1 0.3 1.9 0.2 2.7 2.2 0.6 0.7 0.1 0.2 3.1 0.9 0.1 1.2 5.0 1.1 7.1 0.3 1.3 2.8 0.1 1.2 0.6 0.2 1.4 2.2 3.2 0.3 0.0 0.0 0.1 0.1 0.3 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.2 0.4 0.0 0.1 0.2 0.9 0.0 0.1 0.3 1.9 0.1 0.2 0.8 0.5 3.1 0.1 0.2 1.1 0.4 2.0 0.9 0.5 0.1 0.6 0.5 0.6 0.3 0.1 6.2 0.6 0.2 0.2 3.2 3.5 0.5 0.6 3.1 0.0 0.1 0.1 0.7 0.3 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.4 0.0 0.0 0.1 0.1 0.5 1.3 2.5 2.9 0.5 0.1 0.0 0.0 0.0 0.1 0.3 2.9 4.0 1.8 0.6 0.2 0.1 0.0 0.0 0.0 0.1 0.6 1.9 0.7 0.5 0.7 0.3 0.2 0.3 0.0 0.0 0.1 0.2 2.5 3.9 0.8 0.8 1.6 0.7 0.2 0.1 0.0 0.0 0.1 0.4 1.5 3.8 2.0 0.4 0.3 0.2 0.1 0.0 0.0 0.1 0.2 1.3 1.0 1.2 1.0 0.4 0.2 0.2 0.3 0.0 0.0 0.0 0.1 0.6 1.6 1.7 2.2 3.9 3.6 2.9 1.5 0.5 0.4 1.1 0.7 0.0 0.0 0.0 0.1 0.3 0.7 1.9 1.5 1.8 2.2 2.2 0.8 0.4 0.6 0.0 0.0 0.1 0.4 2.7 2.4 0.9 2.5 3.2 2.2 2.1 2.5 1.3 0.3 0.0 0.0 0.1 0.3 2.2 1.5 0.7 1.1 0.5 0.8 4.1 2.1 1.4 1.7 1.2 1.5 1.7 1.2 0.7 0.4 0.4 0.0 0.0 0.1 0.5 1.2 0.6 1.9 1.2 0.6 0.3 0.2 0.2 0.4 1.6 0.7 0.7 0.5 0.3 0.8 1.3 1.5 1.5 2.0 0.8 0.0 0.1 0.1 0.4 0.5 0.3 0.8 0.4 0.2 0.1 0.2 0.3 0.7 4.1 0.4 0.3 0.2 1.3 2.1 2.2 2.7 4.1 1.9 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.4 0.2 0.2 0.3 0.4 0.6 1.3 0.8 0.4 0.4 0.9 4.2 2.7 2.2 2.2 1.7 0.4 0.7 1.4 0.7 0.9 4.1 1.4 0.7 0.5 0.4 0.7 0.6 1.4 0.7 0.4 2.6 0.8 0.7 0.8 0.8 1.4 1.8 1.2 1.2 1.1 1.3 2.4 3.1 2.4 2.1 0.5 0.5 1.5 0.6 2.4 1.3 1.6 1.1 0.4 0.3 0.8 1.8 1.2 0.4 0.7 0.7 1.0 1.2 0.7 1.6 4.2 1.8 1.9 2.8 0.9 0.5 0.2 0.1 0.1 0.3 1.8 2.7 1.1 0.4 0.7 1.4 2.3 2.1 1.7 0.7 0.2 0.1 0.1 0.1 0.2 0.5 1.5 1.6 0.9 0.7 1.5 3.2 1.1 0.9 1.8 1.2 0.3 0.1 0.2 0.3 0.4 0.3 0.3 0.8 1.3 1.7 1.3 0.9 1.9 1.2 0.9 1.1 0.7 1.0 0.4 1.1 1.7 0.6 0.2 0.3 0.7 1.9 2.7 2.0 0.6 0.5 1.0 2.1 2.6 2.1 1.4 1.5 0.9 1.6 2.1 1.3 0.8 1.1 1.0 0.2 0.5 2.2 0.9 0.9 0.4 0.3 0.5 0.8 1.1 1.0 0.7 0.5 0.4 0.3 0.5 1.1 0.8 1.3 0.5 0.1 0.4 1.2 2.2 2.7 1.8 0.9 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.9 4.4 2.2 0.5 1.0 1.3 1.0 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.8 2.0 2.8 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 2.2 2.6 1.6 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.4 0.7 1.3 2.0 2.4 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.3 2.4 2.4 1.8 0.7 0.8 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.0 0.8 0.9 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.6 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.7 2.9 3.1 1.0 1.6 1.7 1.8 1.2 1.3 2.1 1.7 1.6 1.1 1.4 2.2 2.7 2.1 2.1 4.0 2.4 1.7 1.4 1.7 1.4 1.7 2.0 1.6 1.8 1.8 2.1 1.4 1.7 1.8 1.3 1.3 1.7 2.2 2.9 1.7 1.1 2.5 1.8 1.4 1.9 2.3 2.4 2.9 3.4 4.2 2.1 1.6 2.6 1.9 1.0 2.3 1.5 2.1 3.0 2.6 2.8 2.7 3.0 3.1 3.9 3.3 1.8 1.0 1.7 3.3 2.3 1.6 1.7 2.4 3.3 2.2 3.1 2.1 1.7 1.0 1.0 1.7 2.2 1.7 1.1 1.3 2.9 1.7 1.0 1.2 1.7 2.1 1.8 1.5 1.7 1.3 1.4 1.7 1.7 2.2 2.6 2.7 2.7 3.5 3.1 1.0 2.0 3.2 3.4 4.1 4.1 2.2 2.8 2.7 1.2 1.6 2.6 3.9 1.6 1.8 2.2 3.4 2.6 1.7 1.0 1.6 3.8 3.3 2.5 2.3 3.0 2.2 3.3 3.0 3.0 2.3 2.2 2.4 1.8 1.5 1.9 1.9 1.9 1.9 1.7 2.6 3.1 1.6 1.7 1.8 2.3 2.1 1.7 2.2 3.9 1.5 2.4 2.0 2.5 2.7 2.6 3.2 1.7 2.0 2.0 1.5 1.1 1.6 4.0 2.8 2.3 2.7 2.8 2.7 2.7 1.7 1.9 1.9 3.8 2.1 1.1 3.7 3.2 2.3 1.9 1.1 1.1 1.6 2.8 3.5 1.1 1.1 2.1 3.4 2.2 1.5 1.4 2.0 2.2 1.7 1.7 3.0 2.8 1.7 1.4 2.2 2.3 1.8 1.6 2.0 2.1 1.7 1.5 4.0 3.5 1.8 1.0 1.6 1.9 2.0 3.1 4.2 1.3 2.7 2.8 3.1 2.9 4.3 3.0 2.8 3.7 FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY FRONT 3'-0" CLEAR WORK SPACE 3'-0" CLEAR WORK SPACE 6'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 5'-0" CLEAR DRIVE AISLE TRANSFORMER 5'-0" CLEAR DRIVE AISLE 3'-0" CLEAR WORK SPACE 5'-0" CLEAR DRIVE AISLE 12'-0" CLEAR MAINTENANCE VEHICLE PASSAGEWAY S M L L S M L S M L L M S1A TYP S1B TYP - - RANCHO CUCAMONGA, CA 08-14-2025 2024-02814 DATE JOB NO. 30'60'90'0 120' 1"=30'NO R T H OPUS salasobrien.com Project No.: Corona 4160 Temescal Canyon Rd., Suite 201 Corona, CA 92883 949.753.1553 2024-02814 E1.1BSITE PHOTOMETRIC PLAN - SEGMENT 2 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Auto Hardscape 2.2 fc 4.3 fc 1.0 fc 4.3:1 2.2:1 UP 9 R DN 9 R UP 9 R UP 9RDN 9R UP 9R UP 9RDN 9R UP 9R RA M P D N 7 % SPEED RAMP 19.2% RAMP 8% RAMP 8% OPEN TO BELOW 125'-11" 10.8 55.8 2.6 47.5 4.1 21.4 5.5 13.8 12.2 6.6 55.2 2.5 2.9 2.0 2.6 2.1 2.4 2.1 2.3 2.4 2.4 2.5 18.0 2.2 1.2 1.0 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.2 2.5 10.6 13.5 1.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.0 2.6 22.9 5.7 6.5 2.2 1.5 1.3 1.4 1.3 1.4 1.3 1.3 0.9 1.0 2.1 3.8 5.0 9.7 3.5 9.1 3.1 9.6 3.0 9.9 3.0 9.3 1.3 0.9 2.6 44.0 7.9 1.6 0.8 32.1 1.8 44.8 1.6 39.2 1.8 27.4 0.9 0.8 1.8 2.4 6.0 1.5 1.2 2.8 2.1 3.1 2.2 3.0 2.1 2.7 1.1 0.9 2.6 51.0 12.2 1.6 0.9 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.8 0.9 1.9 2.4 4.0 1.4 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 2.7 59.0 15.2 1.5 1.2 1.1 1.1 1.0 1.0 1.1 1.0 1.1 1.1 1.3 2.2 2.7 2.3 0.8 4.1 3.5 3.0 3.5 2.8 3.8 2.6 4.1 2.8 4.4 3.1 43.9 18.0 5.4 3.7 8.3 2.6 14.4 1.8 21.7 1.7 26.6 G2 TYP G1 TYP RAMP UP 7% UP 9R DN 9R UP 9R SP E E D R A M P 14 . 2 % RA M P 8% RA M P 8% UP 9R DN 9R UP 9R OPEN TO BELOW UP 9R DN 9R UP 9R JUMP STAIR 155'-4"10'-2" 4.2 4.5 4.6 4.6 4.6 4.7 4.7 4.7 4.6 1.8 1.2 1.2 1.3 1.7 1.8 2.5 1.7 1.4 1.3 7.9 1.2 0.8 1.0 2.5 48.9 17.2 1.9 1.0 0.9 1.6 8.5 1.9 2.6 2.1 2.2 3.1 2.5 7.2 1.8 0.9 0.9 1.6 6.9 3.5 16.4 7.4 8.0 15.8 3.2 6.3 1.4 0.8 0.9 1.8 7.8 5.8 9.0 8.4 8.4 8.6 1.0 1.0 0.9 0.7 0.8 1.7 9.9 4.2 2.2 1.9 2.0 2.7 10.6 8.7 1.4 0.7 0.8 1.6 7.8 7.2 1.5 1.1 1.1 2.1 7.1 5.1 1.5 0.8 0.8 1.4 4.8 3.3 1.3 0.9 1.0 2.3 20.6 11.8 1.6 0.8 0.8 1.5 10.6 8.1 1.4 0.8 0.9 2.1 4.8 4.7 1.6 0.8 0.8 1.4 3.6 2.8 1.2 0.8 0.9 2.2 42.3 17.8 1.6 0.8 0.8 1.5 12.9 8.5 1.4 0.8 0.8 1.1 1.3 1.4 0.9 0.7 0.7 1.4 3.6 3.5 1.3 0.9 0.8 0.8 0.7 0.7 0.8 0.7 0.8 1.4 12.0 6.8 1.1 1.6 1.5 1.2 1.4 1.2 1.4 1.3 1.3 1.0 5.6 11.5 2.7 11.3 3.0 11.8 3.1 10.3 G1TYP G2TYP - - RANCHO CUCAMONGA, CA 08-14-2025 2024-02814 DATE JOB NO. 30'60'90'0 120' 1"=30'NO R T H OPUS salasobrien.com Project No.: Corona 4160 Temescal Canyon Rd., Suite 201 Corona, CA 92883 949.753.1553 2024-02814 E2.1BUILDING A AND B - ROOF PARKING PHOTOMETRIC PLAN - BUILDING A - ROOF PARKING PHOTOMETRIC PLANBUILDING B - ROOF PARKING PHOTOMETRIC PLAN TYPE G1 2'-0" LINEAR TYPE G2 Letter of Request for Relief from Development Standards The following is a formal request for relief from certain development standards associated with the Opus Rancho Cucamonga project. As part of our entitlement submittal, we have reviewed the applicable zoning and design requirements and identified a limited number of items where the proposed project does not fully comply with the letter of the code. These instances of non- compliance are summarized in the attached compliance table, which includes detailed explanations and rationale for each deviation. Rather than restating each item in narrative form, the table serves as the written justification, outlining how site-specific constraints, project goals, and practical design considerations have informed the proposed approach. In many cases, the requested relief is due to easements, grading limitations, or architectural consistency across the development. Where applicable, we have also highlighted how the overall intent of the code is still being met, even if the technical requirement is not. We respectfully request that the City consider these justifications in support of granting relief from the noted standards, and we remain available to provide any additional clarification or supporting documentation as needed. Exhibit B ITEM DESCRIPTION CO2 ZONE REQUIRED PROPOSED COMPLIANCE Density (using gross lot area)Table 17.130.050-1 36 - 60 27.0 Non-Compliance Density (using developable area) Table 17.130.050-1 36 - 60 60.0 In compliance Retail FAR Table 17.130.050-1 0.6 - 1.5 1,624 SF / 230,574 SF = 0.01 Non-Compliance Primary Build-to-Line Table 17.130.050-1 0' - 15'64'-1" Non-Compliance Built Percentage of Primary Frontage Table 17.130.050-1 min 85% 89% In compliance Ground Floor Residential Height Table 17.130.050-1 10'9' Non-Compliance Ground Floor Non-Residential Height Table 17.130.050-1 15' 15' In compliance Upper Floor Non-Residential Height Table 17.130.050-1 9' N/A N/A Residential Raised Grade Table 17.130.050-1 30"6" Non-Compliance Non-Residential Raised Grade Table 17.130.050-1 max 12" (P.7 note req. 10")0" Non-Compliance Maximum Stories Table 17.130.050-1 7 6 In compliance Transit Priority Street Parking Setback Table 17.130.050-1 40' 40' In compliance Non-Transit Priority Street Parking Setback Table 17.130.050-1 10' N/A N/A A - Top of Transom Chapter 17.132.050 12'-16' Bay 1 (16'), Bay 2 (12') In compliance B - Width of Shopfront Bay Chapter 17.132.050 10'-25' Bay 1 (55'-6"), Bay 2 (20'-6") Bay 1 is one continuous shopfront with no columns to define individual bays. Non-Compliance B - Ground Floor Transperancy Chapter 17.132.050 70%-90% Transparancy Bay 1 (85%), Bay 2 (73%)In compliance C - Depth of Awning Chapter 17.132.050 min 4' min 4'-0" In compliance E - Awning Bottom and Top Height Chapter 17.132.050 8' (bottom) minimum 10' (top) maximum Bay 2 [9' (bottom) 10' (top)]In compliance F - Height of Gallery Chapter 17.132.050 12'-16' 16' In compliance F - Inside Depth of Gallery Chapter 17.132.050 12'-16' 14'-9" In compliance H - Setback from Curb Chapter 17.132.050 2'-6'minimum 67' Non-Compliance H - Column Height Chapter 17.132.050 4X width - 5X width (4.167 feet)18'-5" Non-Compliance I - Arcade Length Chapter 17.132.050 Max 150' 60' In compliance Development Site Size Width Chapter 17.130.060 150'-400' 305'-5" In compliance Development Site Size Depth Chapter 17.130.060 150'-400'487'-2" Non-Compliance Build-to Line Table 17.130.050-1 none none In compliance Interior Side Yard Setback Chapter 17.130.060 none min 10' In compliance Rear Yard Setback Chapter 17.130.060 min 10' 10' In compliance Top of Parapet Building Height Chapter 17.130.060 max 80' 63'-7" In compliance Overall Building Height Chapter 17.130.060 max 90' 63'-7" In compliance Building Massing Chapter 17.130.060 400'x390' max 413'-7" x 234'-4" Non-Compliance Common Open Space (20' min dim) Chapter 17.130.060 30 SF/ DU min 30 SF/DU In compliance Building character (motorcourt) Chapter 17.130.060 Screened garage view Screened garage view In compliance Lined Structures Chapter 17.130.030 Limited to 30% of building façade or set back min. 5' from building façade, screened with living wall, or designed with punched openings 15.26% In compliance Development Site Size Width Chapter 17.130.060 150'-400' 400'-0" In compliance Development Site Size Depth Chapter 17.130.060 150'-400' 389'-10" In compliance Build-to Line Table 17.130.050-1 none none In compliance Interior Side Yard Setback Chapter 17.130.060 none min 10' In compliance Rear Yard Setback Chapter 17.130.060 min 10' 10' In compliance Top of Parapet Building Height Chapter 17.130.060 max 80' 64' In compliance Overall Building Height Chapter 17.130.060 max 90' 64' In compliance Building Massing Chapter 17.130.060 400'x390' max 336' x 292'-11" In compliance Common Open Space (20' min dim) Chapter 17.130.060 30 SF/ DU 34 SF/DU In compliance Building character (motorcourt) Chapter 17.130.060 Screened garage view Screened garage view In compliance Lined Structures Chapter 17.130.030 Limited to 30% of building façade or set back min. 5' from building façade, screened with living wall, or designed with punched openings 38.34% Non-Compliance Paseo Chapter 17.134.080 10'-25' width to connect to bypass each block and connect to public street Eastern portion of site is proposed to be a park with pedestrian connection through the site. Portions of this park exceed the maximum 25' width requirement. Non-Compliance Pocket Park Chapter 17.134.070 no min size Eastern portion of site is proposed to be a park In compliance Block Size 1 Table 17.138.030-1 500'x500' max/ 1700 LF 557'x305' max/ 1473 LF (w/ paseo) In compliance Block Size 2 Table 17.138.030-1 500'x500' max/ 1700 LF 427'x399' / 1367 LF In compliance Block Definition Table 17.138.030-1 Block 1 Length: x Block 2 Length: x In compliance Sidewalk Chapter 17.138.030 8' minimum recommended Sidewalks of varied widths are proposed throughout, of which the minimum provided is 5' Non-Compliance Tree spacing on PL Chapter 17.56.060.I 30' max landscape to confirm landscape to confirm Rear Yard Buffer Landscape Chapter 17.56.060.I 10' min 10' In compliance Drive Aisle Length and Carports Section 17.120.020.D.4.a 150' max more than 150' N/A Building Orientation Section 17.120.020.B.1 Plaza Central Court provided (please see site plan sheets)In compliance Short-term Bike Storage Chapter 17.64.110 5% of Total Parking 5% of Total Parking In compliance OPUS - RANCHO CUCAMONGA - COMPLIANCE TABLE Building Type Standards (Chapter 17.130) Mid-Rise Building Type (Block 1) Building Entrance and Façade Type Standards (Chapter 17.132.050) Shopfront with Gallery (Buildings A) Mid-Rise Building Type (Block 2) Zoning District Standards (Chapter 17.130) Public Open Space Standards (Chapter 17.134) Large Site Development (Chapter 17.138) Other Standards Long-term Bike Storage Chapter 17.64.110 5% of Total Parking 5% of Total Parking In compliance Frontage - Pedestrian Walkway Chapter 17.123.020 12' min 5' Non-Compliance Frontage - Street furniture Chapter 17.123.020 no min size Please see landscape sheets landscape to confirm Frontage - Planted trellis, plaza, public art, or living wall Chapter 17.123.020 Minimum 2 landscape to confirm landscape to confirm Facade Design Articulations Chapter 17.123.020 Roof, doors, windows, open space, balconies In compliance Building Types Provided Chapter 17.138.020 Sites greater than six acres must provide a minimum of three building types, which are allowed in the zone, in compliance with section 17.130.060 (Building Type Standards) 1 Building Type (Mid-Rise) Non-Compliance Review Procedures (17.138.020) Multi-Family and Residential Mixed-use (Chapter 17.123) Compliance Table Responses 1. Density (using gross lot area) • CO2 Requirement: 36 – 60 du/ac • Provided: 27.0 du/ac o When using the developable area, the density calculation exceeds the required density of 36 – 60 du/ac. o The Gross Lot Area (previously titled Net Lot Area) measures the entire area within the property lines, which is fixed to the existing dimensions. Therefore, the density based on Gross Lot Area remains at 27 du/ac, which does not meet the required minimum density of 36 du/ac. 2. Retail FAR • CO2 Requirement: FAR min./max. = 0.6/1.5 • Provided: 0.01 o The retail component of the project is 1,624 square feet. The total lot (developable) area is 5.29 acres, or 230,574 square feet. Given that the retail portion of the project is located at the narrowest portion of the site (facing Foothill Blvd.) and given the space constraints from our density, parking, and open space goals, the retail area was limited to a square footage that could not satisfy the FAR minimum requirement. o 3. Primary Build-to-Line • CO2 Requirement: 0’-15’ • Provided: 64’-1” o There is an easement along the developable area facing Foothill Blvd. that does not allow for the building to comply with the 0’-15’ Primary Build-to- Line requirement. 4. Ground Floor Residential Height • CO2 Requirement: 10’ • Provided: 9’ o The typical residential unit floor-to-ceiling height for this product type is 9’. To maintain consistency with the upper floors, we are providing 9’ tall residential unit heights. 5. Raised Residential Grade • CO2 Requirement: 30” • Provided: 6” o The typical finish floor elevation above grade for this product type is 6”. 6. Non-Residential Raised Grade • CO2 Requirement: maximum 12” • Provided: 0” o The retail portion of the project currently has a 0” finish floor elevation above grade as to provide accessibility without needing stairs or ramps. 7. Width of Shopfront Bay • CO2 Requirement: 10'-25' • Provided: Bay 1 (55'-6"), Bay 2 (20'-6") o The image below shows the designation of the bays. Bay 1 is one continuous shopfront with no columns. The diagram shown in code section 17.123.050 utilizes columns to designate each bay. Given our contemporary design, Bay 1’s continuous storefront façade exceeds the 10’-25’ width requirement. 8. Setback from Curb • CO2 Requirement: 2’-6’ • Provided: minimum 67’-0” o As mentioned previously, the grading along the developable area facing Foothill Blvd. does not allow for the building to comply with the 2’-6’ Setback from Curb requirement. 9. Column Height • CO2 Requirement: 4X width - 5X width o Columns are 10” wide o 4 x 10” = 3’-4” o 5 x 10” = 4’-2” • Provided: minimum 18’-5” o It would be impossible to provide a maximum 4’-2” column height, simply because the columns are only 10” wide. The contemporary-style architecture provided justifies the column sizing. Additionally, the provided arcade height provides adequate shade and clearance for both the interior and exterior portion of the retail space. 10. Development Site Size Depth • CO2 Requirement: 150'-400' • Provided: 487’-2” (Block 1) o Block 1’s development site size depth, which is dictated by the building placement of Building A, exceeds the CO2 maximum by 87’-2”. o 11. Building Massing • CO2 Requirement: 400'x390' max • Provided: 413'-7" x 234'-4" (Block 1) o Building A exceeds the building massing requirement to achieve specific density goals for the project. Additionally, given the shape of the development area’s Block 1, the depth of Building A had to exceed the requirement to achieve such density goals. 12. Lined Structures • CO2 Requirement: Lined Structures. Where buildings are designed with uses directly abutting or "lining" or "wrapping" above-ground parking structures, the portions of structured parking facing a street or paseo must be: o Limited to 30 percent of the building facade; and o Either set back a minimum five feet from the building facade; screened with a living wall; or designed with punched openings to simulate habitable space. • Provided: Block 1 (Bldg A) complies with the lined structures requirement, as its parking structure is 15.26% of the building façade. Block 2’s (Bldg B’s) parking structure exceeds 30% of the building façade (38.34%). To meet density, parking requirements, etc, Building B’s design limits the ability to setback the parking structure from the building façade, as well as the ability to prevent more than 30% of the building façade from being the parking structure. o Block 1 (15.26%) o Block 2 (38.34%) 13. Paseo • CO2 Requirement: 10'-25' width to connect to bypass each block and connect to public street • Provided: Eastern portion of site is proposed to be a park with pedestrian connection through the site. Portions of this park exceed the maximum 25' width requirement. o The project exceeds the open space dimension requirements for a paseo by providing a full park instead. 14. Frontage – Pedestrian Walkway • CO2 Requirement: 12’ min • Provided: 5’ o The pedestrian walkway along the Foothill Blvd. frontage is 5’. Given that the project is significantly setback from the Foothill Blvd. frontage, we are providing wider walkways within the developable area of the site. Screen Check Letter #2 – Additional Responses for Non-Compliant Items ▪ Parking Garage Screening • Comment: o Staff is concerned that vehicles will be visible on the upper deck of the parking garage. Update the garage screening as necessary. Provide details (line of site) demonstrating that the vehicles will be screened from view (show vehicles in the garage on each level of the perspective drawings). • Response o Line-of-sight exhibit has been included in the submittal set on sheet A-28. o The submittal set’s perspective drawings do not accurately show a pedestrian-level view of the garage screening. Please see the perspectives below showing pedestrian-level views towards the parking structures for both Building A and Building B. Bldg A - Vehicles on Upper Deck of Parking Garage are not visible. Bldg B - Vehicles on Upper Deck of Parking Garage are not visible. Vehicles on upper deck of parking garages are only visible from birds-eye perspectives: Screen Check Letter #3 – Additional Responses for Non-Compliant Items ▪ Building Types Provided • Comment: o Development Code Section 17.138.020 - (A) (2) Sites greater than six acres must provide a minimum of three building types, which are allowed in the zone, in compliance with section 17.130.060 (Building Type Standards); • Response o Of the building types applicable to the project’s zone (Main Street, Rowhouse, Courtyard, Multiplex, and Mid-Rise), Mid-Rise is the only building type that conforms to our project’s density requirements.