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Home My WebLink About02-18 Agenda Packet 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. FEBRUARY 18, 2025- 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: Vice Chairman Al Boling Commissioner James Daniels 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 C1. Consideration to adopt Meeting Minutes of December 17, 2024. (No meetings January 14th and February 4th, 2025). D. Project Review Items D1. ENVIRONMENTAL ASSESSMENT & DESIGN REVIEW – STUDIO ROCA – A request for site plan and design review of 8 single-family residences on 4.78 acres of land on a previously approved tract map (Tract 14644) at the terminus of Camellia Court in the Very Low Residential (VL) Zone and the Equestrian Overlay; APN: 1076-381-24 thru 31. The project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development Projects (Design Review DRC2024-00174). E. Adjournment The Design Review Committee has adopted Administrative Regulations that set an 11:00 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 December 17, 2024 DRAFT MINUTES Rancho Cucamonga, CA 91730 New Time: 6:00 p.m. A. Call to Order The meeting of the Design Review Committee held on December 17, 2024. The meeting was called to order by Jennifer Nakamura, Staff Coordinator, at 6:00 p.m. Design Review Committee members present: Vice Chairman Boling and Commissioner Daniels Staff Present: Sean McPherson, Principal Planner B. Public Communications Staff Coordinator opened the public communication and after noting there were no public comments, closed public communications. C. Consent Calendar C1. Consideration to adopt Meeting Minutes of October 1, 2024. Correction to the members present; remove Commissioner Diaz and replace with Commissioner Daniels. Item C1. Motion carried 2-0 vote as amended. D. Project Review Items D1. ENVIRONEMTANL ASSESSMENT, DEVELOPMENT AGREEMENT, TENTATIVE PARCEL MAP, DESIGN REVIEW, CONDITIONAL USE PERMIT, AND CERTIFICATE OF APPROPRIATENESS - CP LOGISTICS VINEYARD LLC – A request subdivide land for the development of three (3) concrete tilt-up industrial buildings totaling approximately 982,096, square feet on approximately 45.96 net acres bound by Vineyard Avenue to the east, 9th Street to the north, Baker Avenue to the west, and the BNSF railroad line to the south, and the rehabilitation of the Baker House, a historic landmark located at 8803 Baker Avenue; APN: 0207-27-125, -27, -39, -40, -89, -93, -94, -96, -97. Staff presented the item to the Design Review Committee. Conversation ensued between Committee members, staff, and the applicant. The Committee members commented on various topics: Inquired how on-site circulation and gates would work in between the three proposed buildings/properties and future tenants. Also recommended that the developer consider widening the north-south on-site driveway off 9th Street to accommodate multiple lanes of traffic in an effort to avoid adverse on-site queueing between tenants. The applicant agreed that they would further analyze this idea. Committee members asked about the wall height along the northerly property line, in between the proposed project and existing residences, relative to screening, and elevations in between the project site and adjacent residential properties. The developer provided additional context relative to their conversations with adjacent residents, and staff noted that the applicant could apply for an increase in wall height at a later date, depending on any additional conversations with the neighbors. Committee members also inquired as to what options might be available for the layout of the parcel upon which the Baker House is located. Staff informed the Committee members that these details were part of ongoing discussions between City staff and the applicant relative to the Development Agreement proposed as part of the project, and that more information will be made available for the full Planning Commission’s review at the appropriate time. Lastly, Committee members also recommended that staff incorporate historic photos of the Baker House into the project review material for additional context. Recommended approval to PC. 2-0 Vote. E. Adjournment Deputy Director of Planning Nakamura adjourned the meeting at 6:53 p.m. Respectfully submitted, ___________________________ Elizabeth Thornhill, Executive Assistant DESIGN REVIEW COMMENTS February 18, 2025 7:00 p.m. Tabe van der Zwaag, Associate Planner ENVIRONMENTAL ASSESSMENT & DESIGN REVIEW – STUDIO ROCA – A request for site plan and design review of 8 single-family residences on 4.78 acres of land on a previously approved tract map (Tract 14644) at the terminus of Camellia Court in the Very Low Residential (VL) Zone and the Equestrian Overlay; APN: 1076-381-24 thru 31. The project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development Projects (Design Review DRC2024-00174). Background: Tentative Tract Map 14644 was approved by the Planning Commission on September 12, 1990, for the subdivision of a 4.78-acre project site into 8 single-family lots. The City Council approved the final map on June 3, 1992. The current development application pertains solely to the construction of the proposed residences and does not propose any modifications to the approved map. Site Characteristics: The 4.78-acre project site is located at the terminus of Camellia Court, west of Beryl Street. The irregularly shaped site measures approximately 350 feet from east to west and 700 feet from north to south. The site slopes from north to south, with elevations ranging from 2,179 feet at the northeast corner to 2,130 feet at the southwest corner, reflecting a grade change of approximately 49 feet. The site perimeter has been cleared of vegetation for fire protection purposes. The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent properties are as follows: Project Design and Layout: The project consists of 8 single-family residences accessed via an extension of the existing public street (Camellia Court), pursuant to the approved final tract map. As the project site lies within the Equestrian Overlay, each lot includes access to an equestrian trail, accessible from either the individual lots and/or Camellia Court. Land Use General Plan Zoning Site Vacant Land Semi-rural Neighborhood Very Low (VL) North Single-Family Residences Semi-rural Neighborhood Very Low (VL) South Open Space General Open Space and Facilities FC/UC Flood Control/Utility Corridor East Open Space General Open Space and Facilities FC/UC Flood Control/Utility Corridor West Single-Family Residences Semi-rural Neighborhood Very Low (VL) DRC COMMENTS DR DRC2024-00174 – STUDIO ROCA February 18, 2025 Page 2 The subdivision was finalized prior to the implementation of the current 200-foot lot depth requirement; however, each lot maintains a minimum depth of approximately 150 feet, consistent with the standards in place at the time of final map approval. Each lot exceeds 20,000 square feet in area, meeting the minimum size required for equestrian use. The applicant has delineated potential corral areas on individual lots. Given the substantial grade changes in the rear yards, stairs will provide access to the equestrian trail for maintenance and usability. Due to substandard lot depths (under current requirements) and large grades, equestrian access on some lots will be provided via an equestrian trail between Lots 4 and 5, connecting to Camellia Court. Figure 1: Site/Landscape Plan Architecture: The residences incorporate a contemporary interpretation of traditional architectural design, integrating variations in finish materials and color. Building materials include stucco, wood-look cementitious vertical and horizontal siding, stone veneer, standing seam metal roofs, and frosted glass garage doors. This modern take on traditional architecture blends classic design elements with contemporary materials and finishes, creating visually appealing and functional homes that seamlessly integrate into the surrounding neighborhood. Each residence features a spacious four-car garage, thoughtfully designed to accommodate the parking of recreational vehicles, providing homeowners with added convenience and flexibility. The inclusion of these oversized garages ensures that residents have ample space for vehicle storage while maintaining the aesthetic integrity of the development. DRC COMMENTS DR DRC2024-00174 – STUDIO ROCA February 18, 2025 Page 3 Furthermore, the layout of the homes has been carefully planned to allow for future expansion, including the potential incorporation of accessory dwelling units (ADUs). While ADUs are not part of the current application, the design accommodates their possible addition, offering residents the opportunity in the future. Figure 2: Colored Elevations House Size and Configuration: The residences range from 4,256 square feet (single-story) to 5,584 square feet (two-story), with 2 single-story and 6 two-story residences, thereby satisfying the 25% single-story requirement per Development Code Section 17.17.122.1-a. Each residence includes a 4-car garage of sufficient dimensions to accommodate a recreational vehicle. Potential accessory dwelling unit (ADU) locations are indicated on lots with single-story floor plans; however, ADUs are not included in the current application. Compliance with Development Standards: The project was designed in compliance with development requirements for the Very Low Residential (VL) Zone and the hillside overlay as outlined in Development Code Table 17.36.010- 1A (Development Standards for Residential Zones and Section 17.144.020 (Hillside Development) as shown in the following table: DRC COMMENTS DR DRC2024-00174 – STUDIO ROCA February 18, 2025 Page 4 COMPLIANCE TABLE Development Standard Required Proposed Complies Density 2 DU/AC 1.67 DU/AC YES Front Setback 42 Feet Plus or Minus 5 Feet 37 – 45 Feet YES Side Yard Setback 10/15 Feet 10 Feet/Greater Than 15 Feet YES Rear Yard 60 Feet 60 Feet or Greater YES Building Height 30 Feet Max Less Than 30 Feet YES Lot Coverage 25 Percent 20.9 to 24.4 Percent YES Neighborhood Meeting: A neighborhood meeting was held at Floyd M. Stork Elementary School on January 9, 2025, at 6:00 p.m. The developer notified property owners within a 660-foot radius of the project site. Approximately 30 community members attended, along with the applicant’s team and the project planner. The applicant presented the project and addressed questions concerning traffic, cul-de- sac length, sewer connections, sidewalks, house sizes, equestrian access, and views. The applicant clarified that the subdivision was approved over 30 years ago, with the fire department approving access at the time of approval. Staff Recommendation: Based on the project's compliance with zoning regulations, thoughtful architectural design, and future flexibility for ADUs, staff recommends approval of the proposed development. The project meets all development requirements and is consistent with the General Plan vision for the development of infill lots. 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: ☒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. DRC COMMENTS DR DRC2024-00174 – STUDIO ROCA February 18, 2025 Page 5 ☐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. Design Review Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Principal Planner Exhibit A – Project Plans DRC2024-00174 Submission Date: 11.20.2024 Project Name: Alta Loma Residences Site address: Camellia Ct, Rancho Cucamonga (APN #: 1061-381-24, 25, 26, 27, 28, 29, 30 31, Tract # 14644) Description: 8 Single family homes proposed on parcels per approved tract map within approved subdivision on a gross lot area of 4.78 acres Type of Project: (8) Single family residential dwelling Owner/Client Name: Alta Loma 8 LLC Address: 10722 Arrow Route Suite 304, Rancho Cucamonga, CA 91730 Contact Person: Tyler Miller Phone: (909) 552-4041 Email: tyler@altaloma8.com Architect/Designer Information Firm Name: Bruce Labins Architect & Associates Contact Person: Bruce Labins Address: 830 E. Santa Clara St, Ventura, CA 93001 Phone: (805) 415-5220 Email: bruce@brucelabins.net Fire Prevention & Site Safety Plan Index 1.Architectural …………… Page 1 2.Street Improvement …………… Page 72 3.Water and Sewer …………… Page 74 4.Conceptual Grading …………… Page 77 5.Hydrology (Drawings Only; See separate document for full report) …………… Page 82 6.Water Quality Management (Drawings Only; See separate document for full report) …… Page 84 7.Infiltration …………… Page 86 8.Landscape …………… Page 99 9.Fuel Modification …………… Page 100 10. Fire Prevention & Site Safety …………… Page 104 Exhibit A 11. Site Safety …………… Page 114 12. Fence & Wall …………… Page 115 A-1.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LA NS I RB LOT AREA AND SITE ANALYSIS TABLE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT SIZE (20,000 SF MIN.) LOT COVERAGE (SF) BUILDING MODEL / DWELLING AREA 21,088 SF 21,845 SF 22,363 SF 26,891 SF 20,999 SF 21,146 SF 25,458 SF 23,732 SF LOT COVERAGE % (25% MAX.) AVERAGE FINISH GRADE ELEVATION (GRADED PAD ELEV.) 4,967 SF 5,130 SF 5,640 SF 4,967 SF 23.6 % 24.4 % 22.7 % 21.0 % 20.9 % MODEL 2B 4,834 SF MODEL 3B 4,981 SF MODEL 1R 4,256 SF MODEL 1 4,256 SF MODEL 4 5,584 SF MODEL 3A 5,116 SF MODEL 2A 4,948 SF 2153' MAXIMUM BUILDING HEIGHT ELEVATION (30' + PAD ELEV.) 2155' 2159' 2162' 2168.80' 2169' 2165' 2185' 2189' 2192' 2198.80' 2199' 2195' 2183' 2168.80'2198.80' 2. "HEIGHT" DEFINITION DESCRIBES THE AVERAGE ELEVATION OF FINISHED GRADE WITHIN 20 FEET OF THE STRUCTURE. "BUILDING HEIGHT" DEFINITION STATES THAT THE VERTICAL DISTANCE BETWEEN THE AVERAGE FINISHED GROUND SURFACE AND HIGHEST POINT OF THE STRUCTURE IS TAKEN ADJACENT TO THE STRUCTURE. THEREFORE, IT IS ACCEPTABLE TO TAKE GRADE ELEVATION POINTS ADJACENT TO THE STRUCTURE AS THERE ARE WITHIN 20 FEET OF THE STRUCTURE. "BUILDING HEIGHT" AND "AVERAGE FINISH GRADE" 1. LOTS WILL BE A GRADED PAD, ELEVATIONS PER PLAN AND DEPICTED IN TABLE. THIS WILL BE THE GRADE ELEVATION ADJACENT TO THE STRUCTURE ALL AROUND. PER "BUILDING HEIGHT" DEFINITION, AND SINCE THE GRADE ELEVATIONS ARE TAKEN 'WITHIN' 20 FEET OF THE STRUCTURE, THIS PAD ELEVATION IS CONSIDERED 'AVERAGE FINISHED GROUND' FOR THE PURPOSES OF DETERMINING "BUILDING HEIGHT." HILLSIDE GUIDELINE LOT TYPE 17.122.020 D.1.e i DOWNHILL LOT iii CROSS-SLOPE LOT i DOWNHILL LOT i DOWNHILL LOT i DOWNHILL LOT i DOWNHILL LOT ii UPHILL LOT ii UPHILL LOT MODEL 2A 4,948 SF LOT 23.8 % 22.5 % 4,967 SF 5,032 SF 5,032 SF 5,672 SF 22.3 % UNIT MIX TABLE 1 QUANTITY 2A 3A 4 TOTAL 1 ELEVATION TREATMENT FLOOR PLAN MODEL # 1R 1 CONTEMPORARY 2B CALIFORNIA CONTEMPORARY CALIFORNIA CONTEMPORARY 3B TABLE NOTES - FLOOR PLAN MODEL NUMBER DESIGNATION 'R' IS THE REVERSE / MIRROR OF STANDARD FLOOR PLAN 1 RUSTIC RANCH 1 MODERN RANCH 1 MODERN RANCH 2 1 8 ELEVATION TREATMENT CALIFORNIA CONTEMPORARY MODERN RANCH CALIFORNIA CONTEMPORARY CONTEMPORARY CALIFORNIA CONTEMPORARY MODERN RANCH RUSTIC RANCH CALIFORNIA CONTEMPORARY SITE PLAN SYMBOLS LEGEND MODEL 2B MODEL 3B MODEL 3A MODEL 2A SITE PLAN E Q U E S T R I A N E A S E M E N T E Q U E S T R I A N T R A I L PAD ELEV. 2165 PAD ELEV. 2169 PAD ELEV. 2168.80 PAD ELEV. 2168.80 PAD ELEV. 2162 PAD ELEV. 2159 PAD ELEV. 2155 PAD ELEV. 2153 PAD ELEV. 2153 450.40' 1 : MODEL 4 SEE SHEET A-1.3 SITE UTILIZATION PLAN FOR: 1.EXISTING OFF-SITE BUILDINGS WITHIN 200' OF THE SITE. 2.EXISTING OFF-SITE STREET IMPROVEMENTS, AND DRIVEWAYS ON ADJACENT AND ACROSS THE STREET PROPERTIES WITHIN 200' OF THE SITE. SEE CIVIL ENGINEERING SITE PLAN FOR: 1.FIRE DEPARTMENT CONNECTIONS. 2.TOTAL EXISTING IMPERVIOUS AREA. 3.TOTAL NEW IMPERVIOUS AREA. 4.TOTAL REMOVAL AND REPLACEMENT OF IMPERVIOUS AREA. 5.FIRE PROTECTION EQUIPMENT. MODEL 1R MODEL 2A EASEMENT ACCESS STAIR EASEMENT ACCESS STAIR EASEMENT ACCESS EASEMENT ACCESS EASEMENT ACCESS STAIR CORRAL SPACE 27' DIAMETER CORRAL SPACE 27' DIAMETER DEPARTMENT NOTES FIRE PREVENTION: F.2 The site/project is located in the designated Wildland-Urban interface Fire Area. Construction materials and methods are required to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1. F.3 A site-specific or project-specific fire protection plan is required for this project. The fire protection plan is required to be in accordance with Fire District Standard 49-1. F.4 Landscaping, vegetation management, fuel reduction, and other wildland fire safety features and practices are required to comply with all applicable provisions of the Fire Protection Plan and Vegetation Management and Landscaping sections of Fire District Standard 49-1. F.6 Address: Prior to the granting of occupancy, single-family dwellings shall post the address with noncombustible 4-inch tall numbers on a contrasting background. The numbers shall be internally or externally illuminated during periods of darkness. The numbers shall be visible from the street. When building setback from the public roadway exceeds 100-feet, additional 4-inch numbers shall be displayed at the property entry. F.8 Fire Sprinkler System: Prior to the issuance of a Certificate of Occupancy, the fire sprinkler system(s) shall be tested and accepted by Fire Construction Services. F.9 All requirements of the FPP or the RCFPD Standard must be completed before an occupancy release may be granted. F.13 The Current editions of Rancho Cucamonga Fire District Ordinance, the California Residential Code and/or any other applicable standards require an approved automatic fire sprinkler system to be installed in all Buildings with R and U occupancy fire areas. All structures must be equipped with automatic fire sprinklers in accordance with NFPA 13D, 13R or 13. F.15 Single-family residential sales model homes require approved Fire District vehicle access and water supply from a public or private water main system before construction. F.16 Combustible construction materials, including combustible roofing materials, are prohibited from being onsite prior to a water supply system in accordance with Fire District Standard 5-10 being provided in accordance with Fire District Standard 33-1. AVERAGE FRONT SETBACK TABULATION PER RESIDENTIAL ZONES DEVELOPMENT STANDARDS TABLE 17.36.010-1A, THE AVERAGE BUILDING FRONT SETBACK SHALL BE 42'-0" AND MAY VARY BETWEEN LOTS BY + / - 5'-0" (A RANGE OF 37'-0" TO 47'-0") SETBACKLOT (TOTAL SETBACKS) / # OF LOTS 336'-2" / 8 LOTS CALIFORNIA CONTEMPORARY 4 TOTAL SETBACKS DISTANCE Planning Exhibit Equestrian Corrals and Driveways November 18, 2024 Major Design Review Planning Submittal-2 August 9, 2024 A-1.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RBLOT COVERAGE TABULATION LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BUILDING ANALYSIS BUILDING AREA TABULATION BUILDING ANALYSIS LOT COVERAGE TABULATION BUILDING ANALYSIS BUILDING AREA TABULATION LOT COVERAGE TABULATION BUILDING ANALYSIS BUILDING AREA TABULATION LOT COVERAGE TABULATION BUILDING ANALYSIS BUILDING AREA TABULATION LOT COVERAGE TABULATION BUILDING ANALYSIS BUILDING AREA TABULATION LOT COVERAGE TABULATION BUILDING ANALYSIS BUILDING AREA TABULATION LOT COVERAGE TABULATION BUILDING AREA TABULATION PROJECT INFORMATION LOT COVERAGE TABULATION BUILDING ANALYSIS BUILDING AREA TABULATION BUILDING ANALYSIS ARCHITECTURAL ARCHITECTURAL DETAILSD-1 PROJECT INFORMATION A-1.1 SITE UTILIZATION MAP TRACT SITE PLANA-1.2 A-1.3 A-1.4 A-1.5 A-1.7 EXISTING SITE PLAN PHASING PLAN PHOTOMETRIC LIGHTING PLAN A3-1.1 MODEL 1 EXHIBITS LOT 5 FLOOR PLAN A3-1.R ROOF PLAN ELEVATIONS ELEVATIONS A4-1.1 A5-1.1 A4-1.2 A4-1.3 RENDERS SECTIONS MODEL 1R EXHIBITS LOT 4 ELEVATIONS ELEVATIONS A4-1R.1 A5-1R.1 A4-1R.2 A4-1R.3 RENDERS SECTIONS MODEL 2A EXHIBITS LOTS 3 and 8 A3-2A.1 A3-2A.2 A3-2A.R 1st FLOOR PLAN 2nd FLOOR PLAN ROOF PLAN ELEVATIONS LOT 3 ELEVATIONS LOT 3 A4-2A.1 A4-2A.2 RENDERS LOT 3A4-2A.3 A4-2A.4 A4-2A.5 A4-2A.6 ELEVATIONS LOT 8 ELEVATIONS LOT 8 RENDERS LOT 8 A5-2A.1 SECTIONS LOT 3 A5-2A.2 A5-2A.3 A5-2A.4 A5-2A.5 A5-2A.6 SECTIONS LOT 8 A5-2A.7 SECTIONS LOT 3 SECTIONS LOT 3 SECTIONS LOT 3 SECTIONS LOT 3 SECTIONS LOT 8 MODEL 2B EXHIBITS LOT 1 A5-2B.1 SECTIONS LOT 1 A5-2B.2 SECTIONS LOT 1 A3-2B.1 A3-2B.2 A3-2B.R 1st FLOOR PLAN 2nd FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS A4-2B.1 A4-2B.2 A4-2B.3 RENDERS MODEL 3A EXHIBITS LOT 7 A3-3A.1 1st FLOOR PLAN 2nd FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS RENDERS A3-3A.2 A3-3A.R A4-3A.1 A4-3A.2 A4-3A.3 A5-3A.2 SECTIONS LOT 7 A5-3A.3 SECTIONS LOT 7 A5-3A.5 SECTIONS LOT 7 MODEL 3B EXHIBITS LOT 2 A3-3B.1 1st FLOOR PLAN 2nd FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS RENDERS A3-3B.2 A3-3B.R A4-3B.1 A4-3B.2 A4-3B.3 A5-3B.2 SECTIONS LOT 2 A5-3B.3 A5-3B.6 SECTIONS LOT 2 SECTIONS LOT 2 MODEL 4 EXHIBITS LOT 6 A3-4.1 1st FLOOR PLAN 2nd FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS RENDERS A3-4.2 A3-4.R A4-4.1 A4-4.2 A4-4.3 A5-4.1 SECTIONS LOT 6 A5-4.3 A5-4.4 SECTIONS LOT 6 SECTIONS LOT 6 A5-4.2 A5-4.5 SECTIONS LOT 6 SECTIONS LOT 6 SHEET INDEX ARCHITECTURAL STYLE ELEVATIONSA-4.R A-1.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB SITE UTILIZATION MAP VL VERY LOW RESIDENTIAL ZONE VL VERY LOW RESIDENTIAL ZONE VL VERY LOW RESIDENTIAL ZONE FC/UC FLOOD CONTROL / UTILITY CORRIDOR ZONE PROJECT SITE FLOOD CONTROL CHANNEL Major Design Review Planning Submittal-2 August 9, 2024 A-1.4 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB EXISTING SITE PLAN E Q U E S T R I A N E A S E M E N T E Q U E S T R I A N T R A I L EXISTING UNDEVELOPED SITE NO EXISTING STRUCTURES NO EXISTING LANDSCAPING. SCRUB BRUSH ONLY. NO EXISTING UTILITIES OR INFRASTRUCTURE NO EXISTING STREET IMPROVEMENTS. SITE ACCESS POINT FROM CAMELLIA COURT Major Design Review Planning Submittal-2 August 9, 2024 A-1.5 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB MODEL 2B MODEL 2A MODEL 3B MODEL 3A MODEL 1R MODEL 2A PHASING PLAN E Q U E S T R I A N E A S E M E N T E Q U E S T R I A N T R A I L 450.40' N 0°28'45" W MODEL 4 PHASE 2 PHASE 1 PHASING PLAN LEGEND Major Design Review Planning Submittal-2 August 9, 2024 A-1.7 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB PHOTOMETRIC LIGHTING SYMBOLS LEGEND MODEL 2B MODEL 2A MODEL 3B MODEL 3A MODEL 1R MODEL 2A SITE LIGHTING PLAN E Q U E S T R I A N E A S E M E N T E Q U E S T R I A N T R A I L PAD ELEV. 2165 PAD ELEV. 2169 PAD ELEV. 2168.80 PAD ELEV. 2168.80 PAD ELEV. 2162 PAD ELEV. 2159 PAD ELEV. 2155 PAD ELEV. 2153 PAD ELEV. 2153 450.40' N 0°28'45" W MODEL 4 ADU ALLOWABLE PROJECTION INTO REAR YARD STREET LAMP SPECIFICATION MANUFACTURER: ACCUITY BRANDS HOLOPHANE SERIES: GLASWERKS LED PENDANT PENDANT MODEL: GSLF3 LED HALLBROOK LUMINESCENT SPREAD: ASYMMETRICAL COLOR: BZ BRONZE ORDER: GSLF3 P10 30K MVOLT ASY QSM BZ POLE: HOLOPHANE FRSA ROUND STRAIGHT ALUMINUM POLE, 12' HEIGHT, BRONZE ARM: HOLOPHANE ZRC ZURICH GLASWERKS ALUMINUM ROADWAY ARM, BRONZE RANCHO CUCAMONGA DEVELOPMENTS CODE SECTION 17.58 OUTDOOR LIGHTING STANDARDS SPECIFIED PRODUCT COMPLIES WITH: A. All outdoor lighting shall be designed, located, installed, directed downward or toward structures, fully shielded, and maintained in order to prevent glare, light trespass/spillover onto adjacent properties, and light pollution. C. Shielding. Outdoor lighting shall be recessed and/or constructed with full downward shielding in order to reduce light and glare impacts on trespass to adjoining properties and public rights-of-way. Each fixture shall be directed downward and away from adjoining properties and public rights-of-way, so that no light fixture directly illuminates an area outside of the project site intended to be illuminated. H. Maximum height of free-standing outdoor light fixture: 1. On residential properties: 12 feet. The height of a freestanding outdoor light fixture shall be measured from the finish grade, inclusive of the pedestal, to the source of the illumination in the fixture does not include decorative elements attached to the top of the fixture. Major Design Review Planning Submittal-2 August 9, 2024 A3-1.1 L.4 FO Y E R HALL PRI M A R Y SU I T E PRI M A R Y BA T H BEDROOM 2 BATH 2 BEDROOM 3 BATH 3 BEDROOM 4 BATH 4 DINING LI V I N G RO O M PO W D E R GARAGE 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB CO V E R E D EN T R Y MODEL 1 BUILDING AREA TABULATION FLOOR PLAN SYMBOLS LEGEND 8 MUDROOM PANTRYKITCHEN W.C . POOL BATH (5) HALL ENTRY 14 P K H M 6 A D 1415 10 A 17 B 3 2 1213 L.B L . A L.B L.C L . 2 L . 1 L.3 G C E F 19 MODEL 1 LOT 5 1st FLOOR PLAN Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A3-1.R L.4 8 14 P K H M 6 A D 10 A 3 2 1213 L.B L.B L.C L . 1 E L.A MODEL 1 LOT 5 ROOF PLAN Major Design Review Planning Submittal-2 August 9, 2024 A4-1.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Exterior Cement Plaster 1, Primary Merlex P.174 'Desert Beige' Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Steel Awning, Steel Frame Solid Cover Dunn-Edwards Paint, DE6385 'Black Bean'SA Limestone Veneer 'Dalle de Margot' adhered veneer Brushed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Roofing and Wall Panel, Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Panel, Cement Fiber Hardie Architectural Panel, texture 'Fine Sand'S.2 V R R CP.1 P.1 S.1 WD SA G&D S.2 CP.1 WD SA V R S.2 MODEL 1 WEST ELEVATION (LOT 5) MODEL 1 SOUTH ELEVATION (LOT 5) Major Design Review Planning Submittal-2 August 9, 2024 A 131231 H K M PD G&D CALIFORNIA CONTEMPORARY A4-1.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Exterior Cement Plaster 1, Primary Merlex P.174 'Desert Beige' Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Limestone Veneer 'Dalle de Margot' adhered veneer Brushed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Roofing and Wall Panel, Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Panel, Cement Fiber Hardie Architectural Panel, texture 'Fine Sand'S.2 CP.1 WD SA V R G&D S.2 CP.1 SA V P.1 R S.1 G&D Steel Awning, Steel Frame Solid Cover Dunn-Edwards Paint, DE6385 'Black Bean'SA MODEL 1 EAST ELEVATION (LOT 5) MODEL 1 NORTH ELEVATION (LOT 5) 6 3 2 1 P 10 ABCEF CP.1 CP.1 Major Design Review Planning Submittal-2 August 9, 2024CALIFORNIA CONTEMPORARY A4-1.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB MODEL 1 CAMELLIA COURT (LOT 5) MODEL 1 POOLSCAPE (LOT 5) MODEL 1 OUTDOOR LIVING (LOT 5) Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A5-1.1 PH 1.A MK CLOSET BATH 3 BEDROOM 2BEDROOM 3 LOT 5 MODEL 1 SECTION A GARAGE D D KITCHEN 1.C LOT 5 MODEL 1 SECTION L.1L.4 L.2 1.L.1 FOYERLIVING COVERED ENTRY L.BL.A COVERED ENTRYBEDROOM 4 POWDER MODEL 1 SECTION ENTRY CONTEMPORARY LOT 5 MODEL 1 SECTION Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A4-1R.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB V R R CP.1 P.1 S.1 WD SA G&D CP.1 WD SA V R G&D CP.1 MODEL 1R WEST ELEVATION (LOT 4) MODEL 1R NORTH ELEVATION (LOT 4) A 13 12 3 1 HKMP D Exterior Cement Plaster 1, Primary Merlex P.505 'Agate', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Steel Awning, Steel Frame Solid Cover Dunn-Edwards Paint, DE6385 'Black Bean'SA Limestone Veneer 'Pallas Creme' adhered veneer Antique sandblasted texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DEW 341 'Swiss Coffee'P.1 MATERIALS & FINISHES LEGEND Roofing and Wall Panel, Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Board & Batten Siding, Cement Fiber Hardie Architectural Panel, smooth, with Hardie Trim batten boards S.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Major Design Review Planning Submittal-2 August 9, 2024CONTEMPORARY A4-1R.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB CP.1 WD SA V R G&D CP.1 CP.1 SA V P.1 R S.1 G&D MODEL 1R EAST ELEVATION (LOT 4) MODEL 1R SOUTH ELEVATION (LOT 4) 106321 A B C E F P CP.1 CP.1 P.1 S.1 Exterior Cement Plaster 1, Primary Merlex P.505 'Agate', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Steel Awning, Steel Frame Solid Cover Dunn-Edwards Paint, DE6385 'Black Bean'SA Limestone Veneer 'Pallas Creme' adhered veneer Antique sandblasted texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DEW 341 'Swiss Coffee'P.1 MATERIALS & FINISHES LEGEND Roofing and Wall Panel, Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Board & Batten Siding, Cement Fiber Hardie Architectural Panel, smooth, with Hardie Trim batten boards S.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Major Design Review Planning Submittal-2 August 9, 2024CONTEMPORARY A4-1R.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB MODEL 1R CAMELLIA COURT (LOT 4) MODEL 1R POOLSCAPE (LOT 4) MODEL 1R OUTDOOR LIVING (LOT 4) Major Design Review Planning Submittal-2 August 9, 2024 CONTEMPORARY A5-1R.1 P H 1.A M K CLOSETBATH 3BEDROOM 2 BEDROOM 3 LOT 4 MODEL 1 SECTION A GARAGE DD KITCHEN L.1 L.4L.2 1.L.1 FOYER LIVINGCOVERED ENTRY L.BL.A COVERED ENTRY BEDROOM 4POWDER MODEL 1 SECTION ENTRY CONTEMPORARY 1.C LOT 4 MODEL 1 SECTION LOT 4 MODEL 1 SECTION 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 A3-2A.1 MODEL 2A LOTS 3 AND 8 1st FLOOR PLAN PANTRY POWDER NEXT GEN. SUITE BEDROOM 5 LIVING ROOM BATH 5 MUDROOM KITCHEN FOYER COVERED ENTRY DINING GARAGE VESTIBULE N BUILDING AREA TABULATION 27 FLOOR PLAN SYMBOLS LEGEND 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB25175121113 15 292319252221 A J R R L G C E 3 11 P B CALIFORNIA ROOM PATIO PATIO DRIVEWAY A5 A5A5A5A5 A5 A5 A5 Major Design Review Planning Submittal-2 August 9, 2024 PRIMARY SUITE CLOSET PRIMARY BATH W.C. BEDROOM 2 BATH 2 BEDROOM 3 BATH 3 BEDROOM 4 BATH 4 LOFT BRIDGE LAUNDRY HALL A3-2A.2 MODEL 2A LOTS 3 AND 8 2nd FLOOR PLAN FLOOR PLAN SYMBOLS LEGEND 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB25 2223 17 5 2 11113 291519 A 21 J R N R G L C E 327 11 7 P B HERS HIS OPTIONAL MEZZANINE A5 A5A5A5A5 A5 A5 A5 Major Design Review Planning Submittal-2 August 9, 2024 A3-2A.R 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB25 2223 17 5 2 11113 291519 A 21 J R N R G L C E 3 11 7 P B 27 MODEL 2A LOTS 3 AND 8 ROOF PLAN A5 A5A5A5A5 A5 A5 A5 Major Design Review Planning Submittal-2 August 9, 2024 A4-2A.1 Exterior Cement Plaster 1, Primary Merlex P.505 'Agate', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Julliette Balcony and Guard Solid bar steel welded fabrication Dunn-Edwards Paint, DE6385 'Black Bean' GR Natural Stone Veneer Black Basalt, adhered veneer Flamed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DEC786 'Miner's Dust'P.1 MATERIALS & FINISHES LEGEND Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Ash Grey' CM CP.1WD GR P.1 R S.1 G&D CM CP.1 WD GR V P.1 R S.1 G&D CM CP.1 CP.1 CP.1 MODEL 2A WEST ELEVATION (LOT 3) MODEL 2A SOUTH ELEVATION (LOT 3) Major Design Review Planning Submittal-2 August 9, 2024 R P L G C B A 27 25 23 21 19 15 9 2 1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB CALIFORNIA CONTEMPORARY A4-2A.2 CP.1 WD GR V P.1 R S.1 G&D CP.1WD GR V P.1 R S.1 G&D CM CP.1 MODEL 2A EAST ELEVATION (LOT 3) MODEL 2A NORTH ELEVATION (LOT 3) RAJN 272511752 Exterior Cement Plaster 1, Primary Merlex P.505 'Agate', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Julliette Balcony and Guard Solid bar steel welded fabrication Dunn-Edwards Paint, DE6385 'Black Bean' GR Natural Stone Veneer Black Basalt, adhered veneer Flamed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DEC786 'Miner's Dust'P.1 MATERIALS & FINISHES LEGEND Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Ash Grey' CM 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A4-2A.3 MODEL 2A CAMELLIA COURT (LOT 3) MODEL 2A ENTRY PERSPECTIVE (LOT 3) MODEL 2A OUTDOOR LIVING (LOT 3) 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A4-2A.4 MODEL 2A SOUTH ELEVATION (LOT 8) MODEL 2A EAST ELEVATION (LOT 8) CP.1WD GR P.1 R S.1 G&D CM CP.1 WD GR V P.1 R S.1 G&D CM CP.1 CP.1 CP.1 MODEL 2A SOUTH ELEVATION (LOT 8) MODEL 2A EAST ELEVATION (LOT 8) R P L G C B A 27 25 23 21 19 15 9 2 1 Exterior Cement Plaster 1, Primary Merlex P.174 'Desert Beige', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Julliette Balcony and Guard Solid bar steel welded fabrication Dunn-Edwards Paint, DE6385 'Black Bean' GR Limestone Veneer 'Dalle de Margot' adhered veneer Brushed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Old Town Grey' CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 CP.2 CP.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A4-2A.5 MODEL 2A NORTH ELEVATION (LOT 8) MODEL 2A WEST ELEVATION (LOT 8) CP.1 WD GR V P.1 R S.1 G&D CP.1WD GR V P.1 R S.1 G&D CM CP.1 RAJN 272511752 CP.2 CP.1 Exterior Cement Plaster 1, Primary Merlex P.174 'Desert Beige', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Julliette Balcony and Guard Solid bar steel welded fabrication Dunn-Edwards Paint, DE6385 'Black Bean' GR Limestone Veneer 'Dalle de Margot' adhered veneer Brushed texture, flush technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Old Town Grey' CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY MODEL 2A CAMELLIA COURT (LOT 8) MODEL 2A ENTRY PERSPECTIVE (LOT 8) MODEL 2A OUTDOOR LIVING (LOT 8) A4-2A.6 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A5-2A.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB 2A.A Major Design Review Planning Submittal-2 August 9, 2024 RAJ LIVING CALIFORNIA ROOM N PRIMARY BEDROOM PRIMARY BATH MODEL 2A SECTION LOT 3LOT 3 B RJNE BRIDGE FOYER DINING KITCHEN LOFT CLOSET BEDROOM 2 MODEL 2A SECTION LOT 3 2A.B 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-2A.2 B RJNE BRIDGE FOYER ELEVATOR LAUNDRY BATH 3 BEDROOM 3 MUDROOM VESTIBULE POWDER PANTRY MODEL 2A SECTION LOT 3 2A.C L GARAGE R OPTIONAL MEZZANINE C G CLOSETCOVERED ENTRY HALL HALL CLOSET MODEL 2A SECTION LOT 3 2A.D Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-2A.3 L GARAGE R OPTIONAL MEZZANINE P MODEL 2A SECTION LOT 3 2A.E Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-2A.4 21 2 COVERED ENTRY FOYER LIVING 9151917 MODEL 2A SECTION LOTS 3 and 8 2A.1 NEXT GEN. SUITE DINING 27523221711 CALIFORNIA ROOMMUDROOMBATH 5CLOSET CLOSETBEDROOM 4 LAUNDRYBATH 5 CLOSET 1 PRIMARY BEDROOMLOFT MODEL 2A SECTION LOTS 3 and 8 2A.2 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-2A.5 KITCHEN 27517 CALIFORNIA ROOMPOWDER BEDROOM 2 PRIMARY BATHBATH 2 25 GARAGE 13 3 W.C.BEDROOM 3 MODEL 2A SECTION LOT 3 2A.3 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-2A.6 MODEL 2A SECTION KITCHEN 27517 CALIFORNIA ROOMPOWDER BEDROOM 2 PRIMARY BATHBATH 2 25 GARAGE 13 3 W.C.BEDROOM 3 LOT 8 2A.3 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-2A.7 L GARAGE R OPTIONAL MEZZANINE P L GARAGE R OPTIONAL MEZZANINE C G CLOSETCOVERED ENTRY HALL HALL CLOSET MODEL 2A SECTION LOT 8 MODEL 2A SECTION LOT 8 P 2A.D 2A.E Major Design Review Planning Submittal-2 August 9, 2024 A3-2B.1 MODEL 2B LOT 1 1st FLOOR PLAN PANTRY POWDER NEXT GEN. SUITE BEDROOM 5 LIVING ROOM BATH 5 MUDROOM KITCHEN FOYER COVERED ENTRY DINING GARAGE VESTIBULE N BUILDING AREA TABULATION 27 FLOOR PLAN SYMBOLS LEGEND 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB25175121113 15 292319252221 A J R R L G C E 3 11 P B CALIFORNIA ROOM PATIO PATIO DRIVEWAY A5 A5A5A5A5 A5 A5 A5 Major Design Review Planning Submittal-2 August 9, 2024 PRIMARY SUITE CLOSET BEDROOM 2 BEDROOM 3 BATH 3 BEDROOM 4 BATH 4 SITTING BRIDGE LAUNDRY HALL A3-2B.2 MODEL 2B LOT 1 2nd FLOOR PLAN FLOOR PLAN SYMBOLS LEGEND 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB25 2223 17 5 2 11113 291519 A 21 J R N R G L C E 327 11 7 P B HERS HIS OPTIONAL MEZZANINE PRIMARY BATH W.C. BATH 2 VAULT A5 A5A5A5A5 A5 A5 A5 Major Design Review Planning Submittal-2 August 9, 2024 A3-2B.R 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB25 2223 17 5 2 11113 291519 A 21 J R N R G L C E 3 11 7 P B 27 MODEL 2B LOT 1 ROOF PLAN A5 A5A5A5A5 A5 A5 A5 Major Design Review Planning Submittal-2 August 9, 2024 A4-2B.1 Exterior Cement Plaster 1, Primary La Habra X-81585 'Charleston', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Julliette Balcony and Guard Solid bar steel welded fabrication Dunn-Edwards Paint, DE6385 'Black Bean' GR Natural Stone Veneer Black Basalt, adhered veneer Flamed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DEGR60 'Dark Gray'P.1 MATERIALS & FINISHES LEGEND Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Mistique Plus' CM CP.1WD GR P.1 R S.1 G&D CP.1 WD GR V P.1 R S.1 G&D CM CP.1 CP.1 CP.2 CP.2 MODEL 2B NORTH ELEVATION (LOT 1) MODEL 2B WEST ELEVATION (LOT 1) R P L G C B A 27 25 23 21 19 15 9 2 1 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB CM CALIFORNIA CONTEMPORARY A4-2B.2 CP.1 WD GR V P.1 R S.1 G&D CP.1WD GR V R G&D CM CP.2 MODEL 2B SOUTH ELEVATION (LOT 1) MODEL 2B EAST ELEVATION (LOT 1) RAJN 272511752 Exterior Cement Plaster 1, Primary La Habra X-81585 'Charleston', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' CP.1 WD Julliette Balcony and Guard Solid bar steel welded fabrication Dunn-Edwards Paint, DE6385 'Black Bean' GR Natural Stone Veneer Black Basalt, adhered veneer Flamed texture, flush grout technique See Detail 4 / D-1 V Paint Dunn-Edwards Paint, DEGR60 'Dark Gray'P.1 MATERIALS & FINISHES LEGEND Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Slate Grey' R Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Mistique Plus' CM 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A4-2B.3 MODEL 2B CAMELLIA COURT (LOT 1) MODEL 2B ENTRY PERSPECTIVE (LOT 1) MODEL 2B OUTDOOR LIVING (LOT 1) 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 CALIFORNIA CONTEMPORARY A5-2B.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB B RJNE BRIDGE FOYER ELEVATOR MODEL 2B SECTION LAUNDRY BATH 3 BEDROOM 3 MUDROOM VESTIBULE POWDER PANTRY LOT 1 2B.C MODEL 2B SECTION L GARAGE R OPTIONAL MEZZANINE C G CLOSETCOVERED ENTRY HALL HALL CLOSET LOT 1 2B.D Major Design Review Planning Submittal-2 August 9, 2024 A5-2B.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB KITCHEN 27517 CALIFORNIA ROOMPOWDER BEDROOM 2 PRIMARY BATHBATH 2 25 GARAGE 13 3 W.C.BEDROOM 3 MODEL 2B SECTION LOT 1 1 2B.3 MODEL 2B SECTION L GARAGE R OPTIONAL MEZZANINE P LOT 1 2B.E Major Design Review Planning Submittal-2 August 9, 2024 A4-3A.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RBExterior Cement Plaster 1, Primary Merlex P.174 'Desert Beige' Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Steel Awning, Steel Frame Solid Cover Dunn-Edwards Paint, DE6385 'Black Bean'SA Stone Veneer El Dorado Stone adhered veneer Cypress Ridge pattern color 'Catania', overgrout See Details 8 / D-1 and 12 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Dark Bronze' R Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Parchment' CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 CP.1 WD S.1 P.1 SA V G&D R CP.2 CM CP.1 WD SA V P.1 S.1 G&D R CM MODEL 3A EAST ELEVATION (LOT 7) MODEL 3A SOUTH ELEVATION (LOT 7) 23 17 11 9 7 3 1 TRPGECBA Major Design Review Planning Submittal-2 August 9, 2024 RUSTIC RANCH A4-3A.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB GR WD SA V P.1 S.1 G&D R CM CP.1 WD GR V P.1 S.1 G&D R CM CP.2 CP.1 CP.2 MODEL 3A WEST ELEVATION (LOT 7) MODEL 3A NORTH ELEVATION (LOT 7) 1 5 7 13 15 19 21 T R M K C B A Exterior Cement Plaster 1, Primary Merlex P.174 'Desert Beige' Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Steel Awning, Steel Frame Solid Cover Dunn-Edwards Paint, DE6385 'Black Bean'SA Stone Veneer El Dorado Stone adhered veneer Cypress Ridge pattern color 'Catania', overgrout See Details 8 / D-1 and 12 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Dark Bronze' R Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Parchment' CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 RUSTIC RANCH Major Design Review Planning Submittal-2 August 9, 2024 A4-3A.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB MODEL 3A CAMELLIA COURT (LOT 7) MODEL 3A COVERED COURT (LOT 7) MODEL 3A OUTDOOR LIVING (LOT 7) RUSTIC RANCH Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-3A.2 Major Design Review Planning Submittal-2 August 9, 2024 TCRJG NEXT GEN SUITE BEDROOM 4HALL LAUNDRY 2 BEDROOM 3HALL 3A.C LOT 7 MODEL 3A SECTION TCRJG COURTFOYER BRIDGE LOT 7 MODEL 3A SECTION 3A.D 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-3A.3 TCB GARAGE PRIMARY BEDROOM LIVING RK PRIMARY CLOSET PANTRYMUDROOM OPTIONAL LOFT TCBRJG COURTFOYER BRIDGE STORAGE / ELECTRONICS DINING 3A.E LOT 7 MODEL 3A SECTION 3A.F LOT 7 MODEL 3A SECTION Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-3A.5 3A.3 LOT 7 MODEL 3A SECTION BATH 5 BATH 2 1151921 ELEVATOR ELEVATOR FOYERDININGCALIFORNIA ROOM 3 BRIDGEPRIMARY BEDROOMSITTING ROOMBALC. Major Design Review Planning Submittal-2 August 9, 2024 A4-3B.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RBExterior Cement Plaster 1, Primary La Habra X-696 'Southern Moss', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Steel Lintel, C12 Channel Dunn-Edwards Paint, DE6385 'Black Bean'SL Stone Veneer El Dorado Stone adhered veneer Cliffstone pattern color 'Lantana', dry stack See Details 8 / D-1 and 12 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Dark Bronze' R Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Old Town Grey' CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 CP.1 WDS.1 P.1 SA V G&D R CM CP.1 WD V P.1 S.1 G&D R CM MODEL 3B SOUTH ELEVATION (LOT 2) MODEL 3B WEST ELEVATION (LOT 2) T R P G E C -A 2317119731 CP.1 Major Design Review Planning Submittal-2 August 9, 2024 MODERN RANCH A4-3B.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB GR WD V P.1 S.1 G&D R CP.1 WD GR V P.1 S.1 G&D R CP.1 CP.2 MODEL 3B EAST ELEVATION (LOT 2) MODEL 3B NORTH ELEVATION (LOT 2) TRMKCBA 15713151921 CP.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material Exterior Cement Plaster 1, Primary La Habra X-696 'Southern Moss', 20/30 sand finish Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Steel Lintel, C12 Channel Dunn-Edwards Paint, DE6385 'Black Bean'SL Stone Veneer El Dorado Stone adhered veneer Cliffstone pattern color 'Lantana', dry stack See Details 8 / D-1 and 12 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Dark Bronze' R Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Old Town Grey' CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 Major Design Review Planning Submittal-2 August 9, 2024 MODERN RANCH A4-3B.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB MODEL 3B CAMELLIA COURT (LOT 2) MODEL 3B OPEN COURT (LOT 2) MODEL 3B OUTDOOR LIVING (LOT 2) Major Design Review Planning Submittal-2 August 9, 2024 MODERN RANCH 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-3B.2 Major Design Review Planning Submittal-2 August 9, 2024 T C MODEL 3B SECTION R J G NEXT GEN SUITEBEDROOM 4 HALL LAUNDRY 2BEDROOM 3 HALL 3.C S LOT 2 T CRJG COURT FOYER BRIDGE MODEL 3B SECTION 3.D LOT 2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-3B.3 T C BRJG COURT FOYER BRIDGE STORAGE / ELECTRONICS MODEL 3B SECTION 3.E LOT 2 T C B GARAGE PRIMARY BEDROOM LIVING R K PRIMARY CLOSET PANTRY MUDROOM OPTIONAL LOFT DINING MODEL 3B SECTION 3.F S LOT 2 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A5-3B.6 3B.3 LOT 2 MODEL 3B SECTION BATH 5 BATH 2 1 15 19 21 ELEVATOR ELEVATOR FOYER DINING CALIFORNIA ROOM 3 BRIDGE PRIMARY BEDROOM SITTING ROOM BALC.CLOSET Major Design Review Planning Submittal-2 August 9, 2024 A3-4.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB PAD ELEV. 2168.80 DINING KITCHEN ELEC. POWDER ROOM (7) PANTRY BATH 6 FOYER GARAGE CALIFORNIA ROOM COVERED ENTRY MODEL 4 BUILDING AREA TABULATION FLOOR PLAN SYMBOLS LEGEND LAUNDRY HALL BATH 5 NEXT GEN. SUITE BEDROOM 5 MODEL 4 LOT 6 1st FLOOR PLAN LIVI N G R O O M COVERED PORCH WET BAR J COV E R E D POR C H 169161923 6814182320 271215 13 L.1 L.2 L.A L.B Q J H C B E D A Q M C.A C.1 L N 4 3 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB W.C. PRIMARY BATHROOM BATH 3 BATH 2 STOR. BATH 4 PRIMARY SUITE BALCONY BRIDGE GARAGE MEZZANINE BEDROOM 3 A3-4.2 MODEL 4 LOT 6 2nd FLOOR PLAN BEDROOM 2 CLOSET PRIMARY SUITE BEDROOM 4 1469161923 6814182320 271215 13 L.1 L.2 L.A L.B Q J H C K B E D A Q J M C.A 22 L N 3 Major Design Review Planning Submittal-2 August 9, 2024 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB A3-4.R MODEL 4 LOT 6 ROOF PLAN 1469161923 6814182320 271215 13 L.1 L.2 L.A L.B Q J H C K B E D A Q J M C.A 22 L N 3 Major Design Review Planning Submittal-2 August 9, 2024 A4-4.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Stone Veneer El Dorado Stone adhered veneer Cliffstone pattern color 'Lantana', dry stack See Details 8 / D-1 and 12 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Dark Bronze' R CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 CP.1 WD V P.1 S.1 G&D R CM CP.1 CP.1 WD GR V G&D R P.1 MODEL 4 EAST ELEVATION (LOT 6) MODEL 4 SOUTH ELEVATION (LOT 6) Major Design Review Planning Submittal-2 August 9, 2024 J 23 20 18 14 13 8 6 M Q Exterior Cement Plaster 1, Primary La Habra X-696 'Southern Moss', 20/30 sand finish Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Taupe' P.1 MODERN RANCH A4-4.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB CP.1 WD V P.1 S.1 G&D R CM CP.1 WD V P.1 S.1 G&D R CM MODEL 4 WEST ELEVATION (LOT 6) MODEL 4 NORTH ELEVATION (LOT 6) Q N L J H C B 1 2 3 4 6 7 9 12 15 16 19 23 S.1 MODERN RANCH Windows & Exterior Doors 'PandaSelect' series by Panda Windows and Doors, color 'Dark Bronze' Guardrails Tempered glass panel, standoff bracket pin system CP.1 WD GR Stone Veneer El Dorado Stone adhered veneer Cliffstone pattern color 'Lantana', dry stack See Details 8 / D-1 and 12 / D-1 V Paint Dunn-Edwards Paint, DE6368 'Walrus'P.1 MATERIALS & FINISHES LEGEND Siding, Cement Fiber Hardie 'Artisan' siding, ship lap profile 9" exposureS.1 Gutters & Downspouts Custom profile, match pre-finished sheet metal roofing material G&D Roofing Standing Seam Metal Panel by Metal Sales 1.75" rib height with 16" pan, color 'Dark Bronze' R CM Exterior Cement Plaster 2, Accent Merlex P.2090 'Thunder Sky', 20/30 sand finishCP.2 Exterior Cement Plaster 1, Primary La Habra X-696 'Southern Moss', 20/30 sand finish Wall Panel Corrugated Metal Wall Panel by Metal Sales T10-C, 1.5" rib height with 6" face, color 'Taupe' Major Design Review Planning Submittal-2 August 9, 2024 A4-4.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB MODEL 4 CAMELLIA COURT (LOT 6) MODEL 4 NORTH WEST PERSPECTIVE (LOT 6) MODEL 4 OUTDOOR LIVING (LOT 6) MODERN RANCH Major Design Review Planning Submittal-2 August 9, 2024 A5-4.1 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Major Design Review Planning Submittal-2 August 9, 2024 Q KITCHEN PRIMARY SUITE PRIMARY BATH DINING Q LIVING ROOM 4.B LOT 6 MODEL 4 SECTION A5-4.2 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB Q KITCHEN PRIMARY CLOSET BRIDGE PRIMARY SUITE DINING ROOMLIVING ROOM D E 4.C HALL CLOSETBRIDGE ELEVATOR SHAFT LANDING QE 4.D LOT 6 MODEL 4 SECTION LOT 6 MODEL 4 SECTION Major Design Review Planning Submittal-2 August 9, 2024 A5-4.3 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB QN COVERED PORCH BRIDGE CLOSET BEDROOM 2 NEXT GEN. SUITE BEDROOM 5 HALLFOYER E 4.E QN COVERED PORCH BATH 3 BEDROOM 3 NEXT GEN. SUITE BEDROOM 5 HALLLAUNDRY E HALLCLOSETBATH 4 4.F LOT 6 MODEL 4 SECTION LOT 6 MODEL 4 SECTION Major Design Review Planning Submittal-2 August 9, 2024 A5-4.4 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB QN COVERED PORCH BATH 3 BEDROOM 3 GARAGE E HALLBEDROOM 4 B NEXT GEN. SUITE BEDROOM 5 CLOSET BATH 5 C 4.G GARAGE C Q 4.H MEZZANINE LOT 6 MODEL 4 SECTION LOT 6 MODEL 4 SECTION Major Design Review Planning Submittal-2 August 9, 2024 A5-4.5 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB 23 GARAGE 19 BEDROOM 3MEZZANINE 15 12 HALL BEDROOM 2 7 6 PRIMARY CLOSET 3 PRIMARY SUITE DININGHALL 9 POWDERNEXT GEN. SUITE BEDROOM 5 CALIFORNIA ROOM PRIMARY SUITE BALCONY 4 4.2 LOT 6 MODEL 4 SECTION Major Design Review Planning Submittal-2 August 9, 2024 LOT 1 - MODEL 2B A-4.R 10 7 2 2 A r r o w R o u t e , S u i t e 3 0 4 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 9 1 7 3 0 AL T A L O M A R E S I D E N C E S Al t a L o m a D e v e l o p m e n t 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 Al t a L o m a 8 L L C CE U B LAN S I RB CALIFORNIA CONTEMPORARY LOT 2 - MODEL 3B MODERN RANCH LOT 3 - MODEL 2A CALIFORNIA CONTEMPORARY LOT 4 - MODEL 1R CONTEMPORARY LOT 8 - MODEL 2A CALIFORNIA CONTEMPORARY LOT 7 - MODEL 3A RUSTIC RANCH LOT 6 - MODEL 4 MODERN RANCH LOT 5 - MODEL 1 CALIFORNIA CONTEMPORARY Major Design Review Planning Submittal-2 August 9, 2024 20 15 26 48 913 1014 1115 1216 D-1 ADHERED STONE VENEER WAINSCOT SILL ADHERED STONE VENEER ADHERED STONE VENEER WAINSCOT SILL ADHERED STONE VENEERCMU WALL VENEER Major Design Review Planning Submittal-2 August 9, 2024 15' E Q U E S T R I A N EAS E M E N T 20 ' E Q U E S T R I A N TR A I L 15' E Q U E S T R I A N EAS E M E N T 5' ST O R M W A T E R EAS E M E N T 10 ' E Q U E S T R I A N EA S E M E N T 15' E Q U E S T R I A N EAS E M E N T 5' S T O R M W A T E R EAS E M E N T 80'0'10'20'40' 2:1 S L O P E STE P S SAKE ENGINEERS, INC.OCTOBER, 2024 CITY OF RANCHO CUCAMONGA SAKE PRELIMINARY GRADING PLAN TR14644 GRAPHIC SCALE 1 inch = ft.30 PRELIMINARY GRADING PLAN TR 14644 IN THE CITY OF RANCHO CUCAMONGA COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA OF TRACT NO. 14644 AS SHOWN ON MAP RECORDED IN BOOK 249 PAGES 249 PAGES 14 THROUGH 15 OF MAPS RECORDS OF SAN BERNARDINO COUNTY. 210 SITE CAM E L L I A C O U R T CONSTRUCTION NOTES: LEGEND:ABBREVIATIONS: \\ N a s - n e w \ d a t a \ p r o j e c t s \ C I R A N C H O C U C A \ J N 3 4 7 3 T y l e r 8 L o t s R C \ C i v i l \ P L O T P L A N r e v . d w g , P L O T P L A N , 1 0 / 3 / 2 0 2 4 4 : 3 1 : 4 0 P M , 1: 3 0 5' S T O R M W A T E R EAS E M E N T N 0°30'36" W 81.40' N 4 8 ° 4 8 ' 2 2 " E 7 2 . 1 8 ' CITY OF RANCHO CUCAMONGA SAKE CONSTRUCTION NOTES: PRELIMINARY GRADING PLAN TR14644 \\ N a s - n e w \ d a t a \ p r o j e c t s \ C I R A N C H O C U C A \ J N 3 4 7 3 T y l e r 8 L o t s R C \ C i v i l \ P L O T P L A N r e v . d w g , P L O T P L A N 2 , 1 0 / 1 5 / 2 0 2 4 1 1 : 3 8 : 5 3 A M , 1: 3 0 DRAINAGE BOUNDARY AC DRAINAGE AREA IN ACRES DRAINAGE SUB-BOUNDARY 4.78 AC 210 SITE \\ N a s - n e w \ d a t a \ p r o j e c t s \ C I R A N C H O C U C A \ J N 3 4 7 3 T y l e r 8 L o t s R C \ H y d r o l o g y \ H Y D R O . d w g , H Y D R O P R E , 1 0 / 1 4 / 2 0 2 4 4 : 2 6 : 5 8 P M , DW G T o P D F . p c 3 , 1 : 8 0 DRAINAGE BOUNDARY AC DRAINAGE AREA IN ACRES DRAINAGE SUB-BOUNDARY 24" S.D.210 SITE CAM E L L A C O U R T 2.46 AC 1.77 AC L=373' L=807' 0.55 AC L=175' \\ N a s - n e w \ d a t a \ p r o j e c t s \ C I R A N C H O C U C A \ J N 3 4 7 3 T y l e r 8 L o t s R C \ H y d r o l o g y \ H Y D R O . d w g , H Y D R O P O S T , 1 0 / 1 4 / 2 0 2 4 4 : 2 6 : 3 5 P M , DW G T o P D F . p c 3 , 1 : 8 0 SAKE 1WATER QUALITY MANAGEMENT PLAN CITY OF RANCHO CUCAMONGA 1TRACT 14844 SITE PLAN TRACT 14844 WATER QUALITY MANAGEMENT PLAN 210 SITE CA M E L L I A C O U R T TC-10 TC-10 TC-10 TC-10 TC-10 TC-10 TC-10 TC-10 \\Nas-new\data\projects\CI RANCHO CUCA\JN3473 Tyler 8 Lots RC\WQMP\WQMP.dwg, WQMP, 10/3/2023 3:40:15 PM, 1:40 \\ N a s - n e w \ d a t a \ p r o j e c t s \ C I R A N C H O C U C A \ J N 3 4 7 3 T y l e r 8 L o t s R C \ W Q M P \ R E C E I V I N G W A T E R S . d w g , R E C E I V I N G W A T E R S , 1 0 / 3 / 2 0 2 3 8 : 5 3 : 3 6 A M , 1: 3 0 993 W. Valley Blvd Suite 117 • Bloomington, CA 92316 • Tel: (909) 258-0258 Rodriguezedmundo94@gmail.com August 29, 2023 Project No. RCE-82423-01 TO: Alta Loma 8, LLC ATTENTION: Tyler Miller SUBJECT: Previous Report Review/Seismic Update, Proposed 8 Single Family Residences, Camellia Court (APN 1061-281-24, -25, -26, -27, -28, -29, -30, and -31), Rancho Cucamonga, California 91737 REFERENCE: Western Technologies, Inc., “Soil and Foundation Investigation, Proposed Residential Development, Tract No. 14644, Rancho Cucamonga, California”, Dated May 30, 1990 (Project No.:4520K025). Introduction Per your authorization, we have reviewed our above referenced report and prepared this updat e letter for the subject site. CBC (2022) Seismic Parameters The CBC 2022 update is tabulated as follows: 2022 CBC – SEISMIC PARAMETERS Site Coordinates Latitude Longitude 34.15786 -117.60458 Mapped Spectral Response Acceleration Ss = 1.884 S1 = 0.723 Site Coefficients (Class “D”) Fa = 1.00 Fv = 1.7 Maximum Considered Earthquake (MCE) Spectral Response Acceleration SMS = 1.884 SM1 = 1.229 Design Spectral Response Acceleration Parameters SDS = 1.0 SD1 = 0.819 Seismic Design Category D Peak Ground Acceleration (PGA) 0.806 Site amplification factor at PGA 1.1 Site modified peak ground acceleration (PGAM) 0.887 • Earthquake.usgs.gov/research/hazmaps/design • 2022 California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2, Section 1613, Earthquake Loads Camellia Court Project No. RCE-82423-01 Rancho Cucamonga, California August 29, 2023 ____________________________________________________________________________________________ Rodriguez Consulting and Engineering Page 2 Conclusions/Recommendations General Based on our review, conclusions and recommendations presented in the above referenced report, except as modified herein, remain pertinent. Foundation Design Footings should be at least 12 inches deep, 12 inches in wi dth (one-story houses), and at least 18 inches deep, 15 inches in width (two-story houses). Continuous footings should be reinforced with at least two No. 4 bars at the top and two at the bottom. Please note foundation design is under the purview of structural design engineer and structural considerations may have other more stringent requirements. Slabs-on-Grade Slabs-on-grade should be at least 4 inches thick and should be reinforced with at least No. 3 bars at 16- inches on-center both ways, properly centered in mid-thickness of slabs. Seismic Considerations The site is located in a region of generally high seismicity, as is all of Southern California. During its design life, the site is expected to experience moderate to strong ground motions from earthquakes on regional and/or nearby causative faults. The structural engineer should consider City/County local codes, California Building Code (CBC) 2022, seismic data presented herein, the latest requirements of the Structural Engineers Association, and any other pertinent data in selec ting design parameters. Additional Observations/Testing Our conclusions and recommendations should be reviewed, verified during grading and construction, and revised as necessary. Rodriguez Consulting and Engineering should review the grading and foundation plans and observe and/or test at the following stages of construction: • During all overexcavation and grading. • Following footing excavation and prior to placement of footing materials. • During wetting of slab subgrade and prior to placement of slab materials. • During all trench backfills, • When any unusual conditions are encountered. Closure Should you have any questions or concerns regarding this report, please do not hesitate to call this offic e. We appreciate this opportunity to be of service. Very truly yours, Rodriguez Consulting and Engineering Gene K. Luu, PE 53417 Project Engineer Distribution: [1] Addressee 993 W. Valley Blvd Suite 117 • Bloomington, CA 92316 • Tel: (909) 566-4561 rodriguezconsultingengineering@yahoo.com September 20, 2023 Project No. RCE-82423-01 TO: Alta Loma 8, LLC ATTENTION: Tyler Miller SUBJECT: Infiltration Rate Report for WQMP Design, Camellia Court (APN 1061-281-24, -25, - 26, -27, -28, -29, -30, and -31), Rancho Cucamonga, California 91737 REFERENCE: San Bernardino County, Technical Guidance Document for Water Quality Management Plans, Appendix D-Section VII, Approval Date: June 21, 2013, Effective Date: September 19, 2013. Introduction In accordance with your authorization, this report presents the results of infiltration tests for the subject site (see Figure 1, Site Location Map). Scope of Work Perform two shallow infiltration tests, in accordance with County procedures, at test locations suggested by Civil Engineer. Field Work Two infiltration test holes were drilled at the site on September 12, 2023, utilizing a B-53 drill rig equipped with 8-inch diameter hollow stem auger. Locations of the exploratory boring and infiltration test holes were performed at the suggested locations (see Exploratory and Infiltration Test Location Map, Plate 1). In general, the exploratory borings revealed the site soils primarily consist of silty sand and sand with gravel (USCS “SM” and “SP”). Detailed descriptions of earth materials encountered are presented in the form of Geotechnical Boring Logs in Appendix B. Groundwater Groundwater, seepage or wet soils were not encountered in our exploratory borings to a maximum explored depth of 15 feet, at the time this work was performed. Groundwater study is not within the scope of this work. Tabulated Test Results (Boring Percolation Test Procedure) The percolation test data from I-1 and I-2 was used to estimate infiltration rates using the Porchet Inverse Borehole Method, in accordance with Guidelines outlined in referenced Sa n Bernardino County Technical Guidance Document for WQMP, effective September 29, 2013. Two 8-inch diameter, 5-feet deep test holes (I-1 and I-2) were drilled at the suggested locations. The soil at the test locations was visually classified as silty sand (USCS “SP”). To mitigate any possible caving or sloughing of the test holes, a 3-inch diameter perforated pipe was placed in the hole. The bottom of the hole was covered with 2 inches of gravel. The testing was conducted after presoaking. Two consecutive measurements showed that 6 inches of water seeped away in less than 25 minutes for I-1 and I-2. The tests were therefore run an additional one Camellia Ct. Project No. RCE-82423-01 Rancho Cucamonga, California September 20, 2023 ______________________________________________________________________________________ Rodriguez Consulting and Engineering. Page 2 hour with measurements taken at 10 minute intervals for I-1 and I-2. Water level was adjusted to at least 20 inches above the bottom of the test hole after each measurement. The drop that occurred during the final reading was used for design rate purposes. Infiltration Test/Tabulated Test Results Test No. Depth of Test (feet) Earth Material Measured Infiltration Rate (in/hr) Measured Infiltration Rate, inch/hr, KM *(corrected for test- specific bias) Design Infiltration Rate, in/hr, KDESIGN = Km /STOT I-1 5 Sand with Gravel(“SP”) 9.26 4.63 2.32 I-2 5 Sand with Gravel(“SP”) 11.05 5.525 2.76 Factor Category Factor Description Assigned Weight (w) Factor Value (v) Product (p) p = w x v A Suitability Assessment Soil assessment methods 0.25 1 0.25 Predominant soil texture 0.25 1 0.25 Site soil variability 0.25 1 0.25 Depth to groundwater / impervious layer 0.25 1 0.25 Suitability Assessment Safety Factor, SA = ∑p  B Design Tributary area size 0.25  0.5 Level of pretreatment/ expected sediment loads 0.25  0.5 Redundancy 0.25  0.5 Compaction during construction 0.25  0.25 Design Safety Factor, S B = ∑p  Combined Safety Factor, STOT= SA x SB (use 2.0) • *A minimum required factor of safety of 2 was applied to the measured infiltration rates. • Based on the test results, the design infiltration rate obtained from the field is greater than 0.3 inches per hour. Therefore, soils are considered potentially feasible for infiltration. • The design infiltration rate of 2.32 in/hr. should be used for the infiltration facility. • The distance between the infiltration facility and the adjacent private property, any building and walls shall be a minimum of 10 feet. Closure Should you have any questions or concerns regarding this report, please do not hesitate to call this office. We appreciate this opportunity to be of service. Camellia Ct. Project No. RCE-82423-01 Rancho Cucamonga, California September 20, 2023 ______________________________________________________________________________________ Rodriguez Consulting and Engineering. Page 3 Very truly yours, Rodriguez Consulting and Engineering Gene Luu, PE 53417 Distribution: [1] Addressee Attachment: Figure 1 Site Location Map Plate 1 Exploratory Boring Map Appendix A Geotechnical Boring Logs Appendix B Test data Sheet L a r a m i e D r Real e s S t E a r l C t L a r e d o P l C i t a t i o n C t B u c k t h o r n A v e Caba l l e r o D r C a mellia Ct Hillside Rd Heritage Community Park DemensCre e k C h a n n e l A l m o n d S t A l m o n d S t B er yl St Reales St D e m e n s C r e e k C h a n n e l Catch Basin Sta n for d Dr Ram Ct B e r y l S t C a r r a r i C t H i d d e n F a r m R d C a m ellia C t Valley View S t F a l l i n g T r e e L n R a n c h o S t A m e t h y s t A v e A m e t h y s t A v e E a s t w o o d A ve L a y t o n S t Gooseneck Rd H i l l s i de Rd Ioamosa Ct C o u s i n s P l Site Location Map Parcels City Limits Townships 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY CHART 60 � � 50 >< � 40 30 20 10 ,,/ CH / / i, A LINE: [/P l = On(LL-20) CL ,,/ MHloH / / -----,_ ------L+ML ./ ML&OLO 0 10 20 30 40 50 60 70 80 90 1 00 LIQUID LIMIT (LL) (%) COARSE-GRAINED SOILS (more than 50% of material is larger than No. 200 sieve size.) Clean Gravels (Less than 5% fines) GRAVELS ii.•·�� GW -.•:•More than 50% i,oD� GP of coarse :';_D�:< Well-graded gravels, gravel-sand mixtures, little or no fines Poorly-graded gravels, gravel-sand mixtures, little or no fines fraction larger Gravels with fines (More than 12% fines) than No. 4 • 'i sieve size GM Silty gravels, gravel-sand-silt mixtures ' GC Clayey gravels, gravel-sand-clay mixtures Clean Sands (Less than 5% fines) SW SANDS ... 50% or more SP of coarse Well-graded sands, gravelly sands, little or no fines Poorly graded sands, gravelly sands, little or no fines fraction smaller Sands with fines (More than 12% fines) than No. 4 sieve size !!ll�I[ SM Silty sands, sand-silt mixtures 01//'/, � SC Clayey sands, sand-clay mixtures «45. FINE-GRAINED SOILS (50% or more of material is smaller than No. 200 sieve size.) ML SILTS AND CLAYSLiquid limit I I CLless than Inorganic silts and very fine sands, rock flour, silty of clayey fine sands or clayey silts with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays 50% OL Organic silts and organic silty clays of low plasticity MH SILTS AND CLAYS Liquid limit CH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Inorganic clays of high plasticity, fat clays 50% or greater OH Organic clays of medium to high plasticity, organic silts HIGHLY ORGANIC -Peat and other highly organic soils SOILS ··· :::.PT :,' ..',: CLASSIFICATION CHART Rodriguez consulting and engineering. GEOTECHNICAL BORING LOGS Drill Hole No._B-1_ Date: 9/12/23 Drilling Company: Larry Harklerode__ Hole Diameter:__8"_ Drive Weight:_140 lbs._ Drop:_30"_ DEPTH (feet) TYPE OF TEST SAMPLE TEST BLOWS PER 6 IN CH DRY DENSITY (%) MOISTURE (%) SOIL CLASSIFICATION USCS GEOTECHNICAL DESCRIPTION LOGGED BY: __GL___ SAMPLED BY: _GL____ 1 SP SAND WITH GRAVEL: pale brown, fine to coarse grained, medium dense, dry, 2 3 3.6 fine to coarse grained, medium dense, dry 5/6/10 4 5 6 9/10/12 3.1 GP GRAVEL: Pale brown gravel with sand, cobbles, medium to coarse grained, medium dense, dry, 7 8 9 10 11 medium to coarse grained, dense, dry, cobble/boulder 19/23/20 12 13 14 15 medium to coarse grained, very dense, dry, cobbles/boulder 50/4” 16 17 18 19 20 21 22 23 24 25 Total depth 15 feet no groundwater Project No._RCE-82423-01 Type of Rig: Mobile Drill Rig B-53 Elevation: 2147_ Percolation Test Data Sheet Project Tyler Miller Project No: RCE-82423-01 Date: 9/12/2023 Test Hole No. I-1 Tested By: ED Depth of Test Hole, DT: 5’ Diameter=8” Soil Classification: SP Sandy Soil Criteria Test Trail No. Start Time Stop Time Time Interval (Min) Initial Water Level (Inches) Final Water Level (Inches) Δ in Water Level (Inches) Greater than or Equal to 6” (y/n) 1 9:15:23 9:40:23 25 40 58.875 18.875 Y 2 9:52:01 10:17:01 25 40 58.5 18.5 y *If two consecutive measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements taken every 10 minutes. Otherwise, pre-soak (fill) overnight. Obtain at least twelve measurements per hole over at least six hours (approximately 30 minute intervals) with a precision of at least 0.25”. Trial No. Start Time Stop Time Δt Time Interval (min) D0 Initial Depth to Water (In.) Df Final Depth to Water (inches) ΔD Change in Water Level (In.) Percolation Rate (min/Inch) 1 10:26:14 10:36:14 10 40 52.5 12.5 0.8 2 10:45:19 10:55:19 10 40 52.25 12.25 0.82 3 11:10:23 11:20:23 10 40 52.25 12.25 0.82 4 11:41:40 11:51:40 10 40 52.25 12.25 0.82 5 12:26:01 12:36:01 10 40 52.25 12.25 0.82 6 12:47:32 12:57:32 10 40 52.25 12.25 0.82 7 8 9 10 11 12 13 14 15 COMMENTS: H0=60-40=20” Hf=60-52.25=7.75” Havg=(20+7.75)/2=13.875” It=(4X60X12.25)/(10(4+2(13.875)))=9.26 in./hr. Percolation Test Data Sheet Project Tyler Miller Project No: RCE-82423-01 Date: 9/18/2023 Test Hole No. I-2 Tested By: ED Depth of Test Hole, DT: 5’ Diameter=8” Soil Classification: SP Sandy Soil Criteria Test Trail No. Start Time Stop Time Time Interval (Min) Initial Water Level (Inches) Final Water Level (Inches) Δ in Water Level (Inches) Greater than or Equal to 6” (y/n) 1 8:25:12 8:50:12 25 40 60 20 Y 2 9:01:52 9:26:52 25 40 60 20 y *If two consecutive measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements taken every 10 minutes. Otherwise, pre-soak (fill) overnight. Obtain at least twelve measurements per hole over at least six hours (approximately 30 minute intervals) with a precision of at least 0.25”. Trial No. Start Time Stop Time Δt Time Interval (min) D0 Initial Depth to Water (In.) Df Final Depth to Water (inches) ΔD Change in Water Level (In.) Percolation Rate (min/Inch) 1 936:22 9:46:22 10 40 54.75 14.75 0.68 2 9:53:02 10:03:02 10 40 54.75 14.75 0.68 3 10:18:14 10:28:14 10 40 53.875 13.875 0.72 4 10:39:12 10:49:12 10 40 53.875 13.875 0.72 5 11:03:16 11:13:16 10 40 53.875 13.875 0.72 6 11:27:20 11:37:20 10 40 53.875 13.875 0.72 7 8 9 10 11 12 13 14 15 COMMENTS: H0=60-40=20” Hf=60-53.875=6.125” Havg= (20+6.125)/2=13.0625” It=(4X60X13.875)/(10(4+2(13.0625)))=11.05 in./hr. 21902190 2185 2180 2175 2170 2155 21602160 2165 216521652165 2155 21502150 2145 2165 2160 21 6 0 2 1 4 0 2 1 4 5 2 1 4 5 2 1 5 0 2150 214521452145 21402140 TO E O F S L O P E TOP O F S L O P E TO E O F S L O P E TOE OF SLOPE TOE OF SLOPE TOP O F S L O P E TO P O F S L O P E TOP O F S L O P E TOP O F S L O P E T O P O F S L O P E 2:1 SLOPE 2 : 1 S L O P E 2: 1 S L O P E 2 : 1 S L O P E 2:1 SLOPE 2 : 1 S L O P E 2 : 1 S L O P E TOP O F S L O P E 2 : 1 S L O P E 8 . 5 % D R I V E S L O P E S T E P S LOT 1 LOT 2 LOT 4 LOT 6 LOT 7 LOT 3 LOT 8 356.61' N 89°27'42" E 1 5 4 . 6 2 ' S 8 ° 4 7 ' 2 5 " E S 1 1 ° 0 ' 3 7 " W 64.4 1 ' 10 0 . 0 0 ' S 52 ° 5 9 ' 5 6 " W 1 6 1 . 7 8 ' S 1 4 ° 4 7 ' 3 5 " E 348 . 7 2 ' S 48 ° 1 4 ' 3 4 " W S 50 ° 3 7 ' 2 5 " W 21 2 . 6 8 ' 109 . 4 2 ' N 0 ° 3 0 ' 3 6 " W 81 . 4 0 ' S 0 ° 2 8 ' 4 5 " E 45 0 . 4 0 ' N 0 ° 2 8 ' 4 5 " W N 73° 1 1 ' 1 1 " W N 5 ° 3 4 ' 1 1 " W 1 4 6 . 6 9 ' 137.5 4 ' N 56 ° 4 5 ' 3 4 " E 174. 1 3 ' S 4 2 ° 1 4 ' 4 7 " E S 5 5 ° 1 7 ' 5 4 " E 21 2 . 3 9 ' 2 1 3 . 2 8 ' 1 9 4 . 6 2 ' N 1 7 ° 5 9 ' 1 8 " W N 9 ° 6 ' 2 4 " E 92 . 0 1 ' N 2 8 ° 4 8 ' 2 2 " E = 11 5 . 0 0 ' L 714. 0 27'R=50. 0 L=67.28' R=270.00 N 69 ° 5 7 ' 6 " W 108. 6 9 ' N 48 ° 4 8 ' 2 2 " E 72.1 8 ' N 48 ° 4 8 ' 2 2 " E 123 . 8 2 ' L= 1 1 5 . 1 9 ' R = 3 3 0 . 0 0 HEAT P U M P COND E N S E R MINI-S P L I T COND E N S E R GREEN WASTE RECYC L E RUBB I S H GR E E N WA S T E RE C Y C L E RU B B I S H RE C Y C L E GR E E N WA S T E RU B B I S H LOT 5 F U T U R E A D U ( N . A . P . N O T A P A R T ) FUT U R E A D U (N. A . P . N O T A P A R T ) 15' E Q U E S T R I A N E A S E M E N T 20 ' E Q U E S T R I A N T R A I L 10' EQUESTRIAN EASEMENT 20' EXISTING EQUESTRIAN TRAIL 1 5 ' E Q U E S T R I A N E A S E M E N T 15' E Q U E S T R I A N E A S E M E N T 10 ' E Q U E S T R I A N E A S E M E N T 15' E Q U E S T R I A N E A S E M E N T 5'-0" STORMWATER EASEMENT 5'-0" STORMWATER EASEMENT EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS 5' NON-COMBUSTIBLE MATERIALS ZONE ZONE 1 30' FROM STRUCTURE ZONE 2 31'-100' FROM STRUCTURE ZONE 3 100'+ FROM STRUCTURE 5' NON-COMBUSTIBLE MATERIALS ZONE ZONE 1 30' FROM STRUCTURE ZONE 2 31'-100' FROM STRUCTURE Camellia Court Rancho Cucamonga, CA 91737 APN: 1061-138-124 thru 31 Tract 14644 - 8 Lots DEFENSIBLE SPACE LANDSCAPE PLAN USING 5-30-100 OPTION FUEL MODIFICATION PLAN Scale: 1" =30'NORTH FUEL MODIFICATION LEGEND SHH FXHO MRGLILFDWLRQ NRWHV DHWDLOV RQ SKHHW FM-3 SYMBOL VEGETATION MANAGEMENT ZONE LINEAL SETBACK DESCRIPTION COMBUSTIBLE EXCLUSION ZONE 0-5' From Structure PROVIDES A ZONE IMMEDIATELY ADJACENT TO BUILDINGS FREE FROM ANY COMBUSTIBLE MATERIALS APPRO; , S4 FT (BY HOMEOWNER) SEE SHEET FM ZONE 1 5' to 30' from Structure LEVEL GRADE, WITH VEGETATION LIMITED TO GROUNDCOVER, LAWNS, AND SMALL NUMBER OF PLANTS AND TREES WITH PERMANENT IRRIGATION APPRO; , S4 FT (BY HOMEOWNER)SEE SHEET FM ZONE 2 31' to 100' from Structure TRANSITION ZONE WITH OPEN DISTRIBUTION OF TREES AND PLANTING APPRO; , S4 FT PERMANENTLY AND REGULARLY IRRIGATED SEE SHEET FM ZONE 3 100' or More from Structure SITE SPECIFIC MODIFICATION APPRO; S4 FT PERMANENTLY AND REGULARLY IRRIGATED SEE SHEET FM ZONE BOUNDARY THIS PLANT PALETTE HAS BEEN DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT WILD-LAND/URBAN INTERFACE FIRE AREA GUIDE. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE FUEL MODIFICATION IN THE CONDITION AS APPROVED. ANY MODIFICATIONS ARE REQUIRED TO BE APPROVED BY THE FIRE CODE OFFICIAL PRIOR TO ANY CHANGES BEING MADE. VEGETATION AND COMBUSTIBLE GROUND COVERS (MULCH, BARK, WOOD CHIPS, ETC) ARE NOT PERMITTED WITHIN 5' OF ANY STRUCTURES . 1 of 3 PROPERTY OWNER SHALL BE RESPONSIBLE FOR IRRIGATING THE ENTIRE FUEL MODIFICATION AREA WITH AUTOMATIC IRRIGATON. SITE VICINITY MAP Scale: NTS NORTH REALES ST. LARAMIE DR. CABALLERO DR. ALMOND ST. HILLSIDE RD. B U C K T H O R N A V E . BE R Y L S T . CITATION CT. APPALOOSA CT. WHIRLAWAY CT. CAMELLIA CT. DEM E N S C H A N N E L CARRARI CT. FA L L I N G T R E E L N . CAM E L L I A C O U R T WHIRLAWAY CT. HE L L M A N A V E . RA M C T . HI L L S I D E C V . VALLEY VIEW ST. FLOOD CONTROL BASIN MO - A V E D R . HIDDEN FARM RD. EA S T W O O D A V E . LO M A S C T . DASHED LINE INDICATES FUEL MODIFICATION ZONE BOUNDARY JOB: 24-06 LKD CKE March 26, 2024 Applicant: 8/22/2024 EXP.02/28/26 Richard Pope, Landscape Architect CA# 2664 1585 South 'D' Street, Suite 202 San Bernardino, CA 92408 phone: (909) 888-5568 e-mail: richardpopeassociates.la@gmail.com U r b a n D e s i g n & P l a n n i n g L a n d s c a p e A r c h i t e c t u r e R I C H A R D ALTA LOMA LLC CDPHOOLD CRXUW RDQFKR CXFDPRQJD, CA CRQWDFW: Tyler Miller PKRQH: 0-552-01 EPDLO: W\OHU#DOWDORPD.FRP SQ. FT. PER LOT/TOTAL LOT AREA LOT 1........................................................21,0 LOT 2.......................................................20, LOT 3.......................................................21,5 LOT .......................................................21,1 LOT 5.......................................................22,33 LOT .......................................................25,5 LOT .......................................................2,1 LOT .......................................................23,32 TOTAL LOT AREA:.....................................183,522 0 15 30 0 0 120 ZONE DISTANCES APPLY TO ALL LOTS ZONE DISTANCES APPLY TO ALL LOTS DASHED LINE INDICATES FUEL MODIFICATION ZONE BOUNDARY 21902190 2185 2180 2175 2170 2155 21602160 2165 216521652165 2155 21502150 2145 2165 2160 21 6 0 2 1 4 0 2 1 4 5 2 1 4 5 2 1 5 0 2150 214521452145 21402140 TO E O F S L O P E TOP O F S L O P E TO E O F S L O P E TOE OF SLOPE TOE OF SLOPE TOP O F S L O P E T O P O F S L O P E TOP O F S L O P E TOP O F S L O P E T O P O F S L O P E 2:1 SLOPE 2 : 1 S L O P E 2 : 1 S L O P E 2 : 1 S L O P E 2:1 SLOPE 2 : 1 S L O P E 2 : 1 S L O P E TOP O F S L O P E 2 : 1 S L O P E 8 . 5 % D R I V E S L O P E S T E P S LOT 1 LOT 2 LOT 4 LOT 6 LOT 7 LOT 3 LOT 8 356.61' N 89°27'42" E 1 5 4 . 6 2 ' S 8 ° 4 7 ' 2 5 " E S 1 1 ° 0 ' 3 7 " W 64.4 1 ' 10 0 . 0 0 ' S 52 ° 5 9 ' 5 6 " W 1 6 1 . 7 8 ' S 1 4 ° 4 7 ' 3 5 " E 348 . 7 2 ' S 48 ° 1 4 ' 3 4 " W S 50 ° 3 7 ' 2 5 " W 21 2 . 6 8 ' 109 . 4 2 ' N 0 ° 3 0 ' 3 6 " W 81 . 4 0 ' S 0 ° 2 8 ' 4 5 " E 45 0 . 4 0 ' N 0 ° 2 8 ' 4 5 " W N 73° 1 1 ' 1 1 " W N 5 ° 3 4 ' 1 1 " W 1 4 6 . 6 9 ' 137.5 4 ' N 56 ° 4 5 ' 3 4 " E 174. 1 3 ' S 4 2 ° 1 4 ' 4 7 " E S 5 5 ° 1 7 ' 5 4 " E 21 2 . 3 9 ' 2 1 3 . 2 8 ' 1 9 4 . 6 2 ' N 1 7 ° 5 9 ' 1 8 " W N 9 ° 6 ' 2 4 " E 92 . 0 1 ' N 2 8 ° 4 8 ' 2 2 " E = 11 5 . 0 0 ' L 714. 0 27'R=50. 0 L=67.28' R=270.00 N 69 ° 5 7 ' 6 " W 108. 6 9 ' N 48 ° 4 8 ' 2 2 " E 72.1 8 ' N 48 ° 4 8 ' 2 2 " E 123 . 8 2 ' L= 1 1 5 . 1 9 ' R = 3 3 0 . 0 0 HEAT P U M P COND E N S E R MINI-S P L I T CONDE N S E R GREEN WASTE RECYC L E RUBBI S H GR E E N WA S T E RE C Y C L E RU B B I S H RE C Y C L E GR E E N WA S T E RU B B I S H LOT 5 F U T U R E A D U ( N . A . P . N O T A P A R T ) FUT U R E A D U (N. A . P . N O T A P A R T ) 15' E Q U E S T R I A N E A S E M E N T 20 ' E Q U E S T R I A N T R A I L 10' EQUESTRIAN EASEMENT 20' EXISTING EQUESTRIAN TRAIL 1 5 ' E Q U E S T R I A N E A S E M E N T 15' E Q U E S T R I A N E A S E M E N T 10 ' E Q U E S T R I A N E A S E M E N T 15' E Q U E S T R I A N E A S E M E N T 5'-0" STORMWATER EASEMENT 5'-0" STORMWATER EASEMENT EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS EASEMENT ACCESS STAIRS Planting Legend SYMBOL QTY.SIZE BOTANICAL NAME COMMON NAME WUCOLS IV WATER USAGE INTENDED MATURE SIZE ( H x W ) 18 24" Box Melaleuca quinquenervia Cajeput Tree Mod 30' H, Ø15' 12 24" Box Arbutus unedo "Marina"Marina Strawberry Tree Low 25' H, Ø 15' 16 24" Box Cercis canadensis 'Forest Pansy'Forest Pansy Redbud Mod 18' H, Ø 10' 15 24" Box Cercis occidentalis - Multi-Trunk Western Redbud Low 15' H, Ø10' 12 24" Box Lagerstroemia x fauriei 'Seminole'Pink Crepe Myrtle Mod 15 H, Ø 10' 20 24" Box Olea europaea 'Swan Hill'Fruitless Olive Low 20' H, Ø 20' 12 15 Gal.Heteromeles arbutifolia Toyon Low 10' H, Ø 8' 7 24" Box Parkinsonia acuelata 'Desert Museum' (thornless)Palo Verde Tree Low 20' H, Ø 15' 23 5 Gal.Chondropetalum tectorum 'El Campo'Small Cape Rush Mod 3'H, Ø 3' 13 5 Gal.Ceanothus 'Dark Star'Dark Star Western Lilac Low 4' H, Ø 4' 5 5 Gal.Arctostaphylos manzanita Common Manzanita Low 5' H, Ø 6' 148 5 Gal.Aloe vera 'Barbadoes'Barbados Aloe Low 18" H, Ø 2' 9 5 Gal.Bougainvillea 'San Diego Red'Bougainvillea (Red)Low CLIMBING 12' H, Ø 4 19 5 Gal.Leucadendron 'Safari Sunset'Safari Conebush Low 6' H, Ø 8' 66 5 Gal.Lavandula angustifolia 'Compacta'Dwarf English Lavender Low 18" H, 2' Ø 8 5 Gal.Lantana montevidensis 'Lavender Swirl'Trailing Lantana Low 6' H, Ø 4' 63 5 Gal.Salvia chamaedryoides Germander Sage Low 18" H, Ø 3' 2 5 Gal.Yucca baccata Banana Yucca V. Low 3' H, 3' Ø 20,356 Sq. Ft. Flats 30" o.c.Arctostaphylos ' Emerald Carpet'Emerald Carpet Manzanita Mod 1' H, Ø 5' 664 Sq. Ft. Flats 30" o.c.Dymondia margaretae Silver Carpet Low 6" H, Ø 2' 16,760 Sq. Ft. Flats 30" o.c.Phyla nodiflora Flat Lippia Grass Low 2" H, Ø 2' 4,229 Sq. Ft. Flats 60" o.c.Sedum acre Goldmoss Stonecrop Low H<4", Ø 60" 9,157 Sq. Ft. Flats 24" o.c.Sedum album White Stonecrop Low H<4", Ø 15" 1,874 Sq. Ft. Flats 6" o.c.Ruschia lineolata 'Nana'Dwarf Carpet of Stars Low 2" H, Ø 2' 15,651 Sq. Ft. SEED RATE: 14 LBS/ACRE S S SEED MI; 2 SPECIES Eschscholzia californica Lasthenia californica Lotus scoparius Mimulus aurantiacus aurantiacus Eriogonum parvifolium Lupinus truncatus Phacelia cicutaria Gnaphalium californicum Iva hayesinana Isocoma menziesii Eriophyllum confertiflorum Camissonia cheiranthifolia COMMON NAME Calfiornia Poppy Goldfields Deerweed Sticky Monkey Flower Cliff Buckwheat Blunt Leafed Lupine Catepillar Scorpionweed Rabbit Tobacco Povertyweed Menzies' Goldenbush Golden Yarrow Beach Primrose LOW >4" HIGH 7,767 Sq. Ft. 12 lbs/ 1000 Sq. Ft.Kentucky 32 Tall Fescue Tall Fescue Low Non-Flammable Surfaces 1,795 Sq. Ft.3" Deep Layer of Decomposed Granite Color: Gold 1,419 Sq. Ft.4" Deep Layer of Stabilized Decomposed Granite Color: Gold 11,229 Sq. Ft.Mexican Beach Pebbles - Gray to Black - 2" Ø 2,115 Sq. Ft.6" - 8" River Rock 92 3' - 4' River Rock Boulders CONCEPTUAL PLAN Scale: 1" =30'NORTH 2 of 3 Richard Pope, Landscape Architect CA# 2664 1585 South 'D' Street, Suite 202 San Bernardino, CA 92408 phone: (909) 888-5568 e-mail: richardpopeassociates.la@gmail.com U r b a n D e s i g n & P l a n n i n g L a n d s c a p e A r c h i t e c t u r e R I C H A R D 0 15 30 60 90 120 LOWER BRANCHES TRIMMED TO 6' MIN OR 1 3 OF TREE HEIGHT WHICH EVER IS HIGHER SHRUB HEIGHT NOT TO EXCEED 18" (NOT TO SCALE) at least 15' apart SHRUBS SHALL BE PLANTED AS SINGLE PLANTS OR IN GROUPS OF NO MORE THAN 3 WITH SPACING BETWEEN PLANTS TO BE 15' AS MEASURED FROM EDGE OF THE GROUP. No closer than 10' from Structure GROUND COVER < 4" HIGH NO SHRUBS UNDER TREE CANOPY ZONE 1 REQUIREMENTS ZONE 1 TREE SPACING REQUIREMENTS ZONE 1 SHRUB SPACING REQUIREMENTS TREES SHALL BE PLANTED AS SINGLE SPECIMENS OR IN GROUPS OF NO MORE THAN 3 WITH SPACING BETWEEN CANOPIES TO BE 20' AS MEASURED FROM EDGE OF THE MATURE CANOPY. COMBINED MATURE CANOPY DIAMETER OF TREE GROUPS SHALL BE NO MORE THAN 20' IN ANY DIRECTION. 20' MAX 20' MAX 20' MINIMUM BETWEEN CANOPIES TREE CANOPY Ø20' MAX ZONE 2 TREE SPACING REQUIREMENTS TREES SHALL BE PLANTED AS SINGLE SPECIMENS OR IN GROUPS OF NO MORE THAN 3 WITH SPACING BETWEEN CANOPIES TO BE 20' AS MEASURED FROM EDGE OF THE MATURE CANOPY. COMBINED MATURE CANOPY DIAMETER OF TREE GROUPS SHALL BE NO MORE THAN 30' IN ANY DIRECTION. 30' MAX 30' MAX 20' MINIMUM BETWEEN CANOPIES TREE CANOPY Ø30' MAX 3 of 3 Richard Pope, Landscape Architect CA# 2664 1585 South 'D' Street, Suite 202 San Bernardino, CA 92408 phone: (909) 888-5568 e-mail: richardpopeassociates.la@gmail.com U r b a n D e s i g n & P l a n n i n g L a n d s c a p e A r c h i t e c t u r e R I C H A R D 4 of 4 Richard Pope, Landscape Architect CA# 2664 1585 South 'D' Street, Suite 202 San Bernardino, CA 92408 phone: (909) 888-5568 e-mail: richardpopeassociates.la@gmail.com U r b a n D e s i g n & P l a n n i n g L a n d s c a p e A r c h i t e c t u r e R I C H A R D Fire District Standard 33-1 Page 1 of 2 Rancho Cucamonga Fire Protection District Fire District Standard 33-1 INTENT The intent of this Standard is to establish criteria for the release of construction permits and the timing of construction utilizing combustible materials. AUTHORITY Rancho Cucamonga Fire Protection District Ordinance FD 58 and the 2022 California Fire Code. ADOPTED STANDARD 1. Issuance of construction permits. Construction permits issued by the Building Department will not be approved until the Fire District inspects, verifies, and approves fire apparatus access and water supply as required by the Fire Code and applicable Fire District standards. 2. Fire apparatus access roads (fire lanes). Permanent fire apparatus access roads are required to be in accordance with Fire District Standard 5-1 and City of Rancho Cucamonga Engineering Standards and are required to be completed and available for use before construction permits will be authorized for issuance. Exception: Fire apparatus access roads constructed of alternative materials in accordance with Fire District Standard 5-2 and approved by the fire code official. 3. Water supply. Water supply that complies with the Fire Code, Fire District Standard 5-10, and the following provisions is required to be provided before construction permits will be authorized for issuance. a. Plan submittals for the public and private fire underground water supply infrastructure are required to be submitted separately from each other and from the overhead fire sprinkler plans. b. Public water supply will be considered to be provided to the project site upon notification to the Fire District by the Cucamonga Valley Water District or Fontana Water Company, depending on which purveyor serves the project site, that the required improvements have been completed. c. Private water supply will be considered to be provided to the project site only upon inspection and approval by the Fire District and the water purveyor where applicable. d. Private, on-site hydrants will be considered to be provided and available for fire suppression use when the following criteria are met: i. Flushed and cleared of debris. ii. Painted in accordance with Fire District Standard 5-10. iii. Street valves are accessible. iv. Height and orientation approved. v. Vehicle impact protection is installed where required. vi. Blue reflectors are installed. Title: Release of Construction Permits Primary Code Reference: Fire Code Section 105 and Chapter 33 Effective: September 2003 Number of Pages: 2 Updated: December 2022 for consistency with the 2022 California Fire Code Fire District Standard 33-1 Page 2 of 2 4. Combustible construction material. Regardless of an issued construction permit allowing construction with combustible materials, lumber and other combustible construction materials, including combustible roofing materials, are prohibited from being on the project site prior to a water supply system being provided and approved in accordance with this Standard. 5. Combustible forming material. Lumber and other combustible materials necessary for forming and pouring of slabs, footings, foundations, thrust blocks, and walls are allowed to be on the project site and used for their intended purposes prior to fire apparatus access and water supply being provided. Construction permits for these purposes will be approved and released by the Fire District. 6. Alternate method. When practical difficulties or other hardships exist regarding the installation of the permanent fire apparatus access roads and water supply, the property owner, project manager, or permit applicant can request to install temporary fire apparatus access and/or water supply for temporary hydrants in accordance with Fire District Standard 33-2. 7. Wildland-Urban Interface Fire Area. Permits for construction will be approved for issuance when the following conditions have been met: a. When a fire protection plan required by Fire District Standard 49-1 has been approved and recorded on the parcel. b. Vegetation management in accordance with Fuel Modification Zone 0 and Zone 1 requirements has been completed. The required vegetation management is required to be maintained for the duration of the construction. 8. Fire prevention and site safety. When fire prevention and site safety are required by the fire code official in accordance with Fire District Standard 33-3, the site safety plan is required to be approved and the provisions of the site safety plan are required to be fully implemented before construction permits will be released and before construction with combustible materials will be approved. Fire District Standard 33-3 Page 1 of 4 Rancho Cucamonga Fire Protection District Fire District Standard 33-3 INTENT The intent of this Standard is to establish the requirements for the prevention of fires as well as the general safety and security of the site, structures, equipment, and personnel during construction. AUTHORITY Rancho Cucamonga Fire Protection District Ordinance FD 58 and the 2022 California Fire Code. ADOPTED STANDARD 1. General. Fire prevention and site safety during construction are required to be provided in accordance and compliance with Fire Code Chapter 33, National Fire Protection Association Standard 241 (NFPA 241), and this Standard. Where provisions of these codes and standards differ for a specific application or situation, the most restrictive provision applies. 2. Where applicable. The provisions of this Standard apply to: a. Projects and project sites where any building of any type of construction being constructed, altered, or demolished is more than 30 feet in height. b. Projects or project sites with Type V construction where any building being constructed, altered, or demolished has more than 5,000 square feet of floor area. Exception: Group R-3 occupancies. c. Projects or project sites where 3 or more buildings of Type V construction, regardless of total floor area, are simultaneously under construction or being altered or demolished (i.e. a tract of houses under construction). d. Construction, alteration, or demolition projects where the fire code official determines that significant hazards or risks are present and the implementation of the provisions of this Standard will serve to safeguard the project and those working at the project site. e. Operations associated with construction, alteration, or demolition that, in the opinion of the fire code official, are hazardous and present a risk of fire or injury that could result in significant loss of property or life. 3. Recommended application. It is recommended that the provisions of this Standard are put into place for all construction, alteration, and demolition projects in accordance with the associated risks. Title: Fire Prevention and Site Safety During Construction Primary Code Reference: Fire Code Chapter 33 Effective: January 2018 Number of Pages: 4 Updated: December 2022 for consistency with the 2022 California Fire Code Fire District Standard 33-3 Page 2 of 4 4. Site safety plan. A Fire Prevention and Site Safety Plan that addresses the applicable provisions of Fire Code Chapter 33 and this Standard is required to be submitted for review and approved before any building or construction permits are issued. The Fire Prevention and Site Safety Plan is required to include the following provisions as applicable and any other provisions determined by the fire code official to be applicable to the project. a. Name and contact information of site safety director. b. Documentation of the training of the site safety director and fire watch and safety standby personnel. c. A site security plan, including a specific perimeter security and monitoring plan. d. A continuous, onsite fire watch and safety standby during working and non-working hours. e. Procedures for reporting emergencies. f. Fire apparatus and emergency vehicle access routes. g. Location of fire protection equipment, including portable fire extinguishers, standpipes, fire department connections, and fire hydrants. h. Smoking and cooking policies, designated areas to be used where approved, and signage installed in accordance with this Standard. i. Location and safety considerations for temporary heating and cooking equipment. j. A designated smoking area that complies with the requirements of Fire Code Section 310. k. Plans for control of combustible waste material. l. Changes that could or will affect the plan. m. A general hazard, risk, and vulnerability analysis. n. A process hazard analysis. o. A hazardous, combustible, and flammable materials management plan. p. A hot work program in accordance with Fire District Standard 35-1. 5. Fire prevention and site safety director. When a construction, alteration, or demolition project is subject to this Standard, the property owner or property owner’s designee is required to appoint a person to be the fire prevention and site safety director who has the following responsibilities: a. Complete a safety inspection of the entire site at the beginning and end of each workday. Inspections are required to be documented with safety violations noted and corrective actions taken also documented. Documentation of inspections is required to be maintained onsite for the duration of the project and available to the fire code official upon request. b. Be responsible for the fire prevention and site safety plan and ensure that all elements of the plan are implemented and followed throughout the duration of the project. c. Supervision of a guard service that may be utilized. d. Provide safety awareness training to everyone who works at the site. e. Provide a continuous fire watch and safety standby. f. Create and supervise a hot work program and ensure all hot work is in accordance with applicable codes and standards. g. Ensure heating equipment is used in a safe manner, is located a safe distance from combustible materials including temporary enclosure materials, is continuously supervised, and is turned off when not in use or under supervision. h. Establish a designated cooking and food warming area and ensure that there isn’t any cooking and food warming outside of the designated area. Ensure that required signage is maintained. i. Ensure temporary power supply systems including wiring, cords, distribution plants, and equipment are not damaged and are in good working condition. Remove damaged power supply system components and equipment from use until repairs are made. j. Ensure that the hazardous, combustible, and flammable materials management plan is being followed. Make corrections as needed. k. Ensure the correct quantities and types of portable fire extinguishers are available. Fire District Standard 33-3 Page 3 of 4 l. Ensure required standpipes are in service, accessible to firefighters, and provided to the highest work floor. m. Establish designated smoking areas and prohibit smoking outside of designated areas. n. Prevent the accumulation of combustible waste materials and other debris. o. Ensure that fire apparatus and emergency vehicle access is maintained and that access to fire protection water supply systems is not obstructed. p. Report violations of the fire prevention and safety program to the project superintendent and, where applicable, to the supervisor of the subcontractors working on the site. q. Notify the fire code official of any changes in the project that could change the hazard, risk, or vulnerability of the project. r. All other project-specific duties required by the California Fire Code, NFPA 241, or the fire code official. 6. Fire watch and safety standby responsibilities. Assigned fire watch and safety standby personnel have the following responsibilities: a. Notify occupants of the building or affected space that a fire system is out of service and that an approved fire watch and safety standby has been implemented. b. Have access to a reliable means of communication capable of contacting the fire dispatch center and have immediately available the direct phone number for the fire dispatch center to be used in the event that the 9-1-1 system is not responsive. c. Have an approved means of notifying the building occupants in the event of an emergency. d. Know the location of all fire extinguishers and be trained in the proper use of portable fire extinguishers. e. Not allow the building to be re-occupied after evacuation until clearance is given by the fire officer in charge of the incident. f. Meet with fire and emergency services personnel upon their arrival to report on the nature of the emergency condition. g. Make rounds every 15 minutes to check for fire hazards, fires, and other conditions that present a risk to life safety. h. Keep a log documenting the time of the rounds and conditions found. See attached log. i. Keep diligent watch for fires, obstructions to means of egress, and other hazards. j. Immediately report fires, smoke conditions, major injuries, significantly unsafe conditions, and other dangerous circumstances and life safety concerns by calling 911 or the fire dispatch center. k. Prohibit unauthorized persons from entering areas that are unsafe. l. Take prompt measures for remediation of hazards and extinguishment of fires that occur. m. Take prompt measures to assist in the evacuation of occupants from structures and/or other areas of immediate danger in accordance with the conditions of the emergency. n. Take prompt measures to assist with defending in place in accordance with the conditions of the emergency. o. Assist with emergency services as directed by first responders. p. When required by the fire code official, wear a uniform or be identifiable and distinguishable to the attendees and the emergency responders 7. Fire and emergency reporting. The ability to readily report fires and emergencies is required to be provided in accordance with the following: a. Emergency landline telephone facilities provided in locations approved by the fire code official. These facilities are required to have a sign posted that includes instructions to call 911 in the event of an emergency, an alternate phone number for the fire dispatch center, and the address of the construction site. b. Cellular enabled devices are an acceptable alternative to landline telephone facilities when all persons working on the site have a cellular enabled device or the supervisor of small groups Fire District Standard 33-3 Page 4 of 4 working in close proximity has a cellular enabled device. Utilizing this option requires the fire prevention and site safety superintendent to provide instructions to call 911 from cellular enabled devices. Devices are required to have an alternate number for the fire dispatch center and the address of the construction site programmed into the device. c. Other emergency communication and notification plan and/or equipment acceptable to the fire code official. 8. Emergency access. Emergency vehicle access is required to be provided to all construction, alteration, or demolition sites in accordance with Fire District Standard 5-1 and this Standard. Emergency vehicle access is required to be provided to within 50 feet of temporary or permanent fire department connections. Emergency vehicle access is required to be provided by either temporary or permanent roads capable of supporting vehicle loading under all weather conditions. Temporary fire apparatus access roads are required to be in accordance with Fire District Standard 33-2 and approved by the fire code official. 9. Water supply. A fire protection water supply system capable of providing the fire flow required for the construction, alteration, or demolition project is required to be provided in accordance with the Fire Code and Fire District Standard 5-10 prior to combustible material arriving at a construction site or prior to commencing alteration or demolition operations. Temporary water supply and hydrants are required to be in accordance with Fire District Standard 33-2 and approved by the fire code official. 10. Fire flow. The minimum fire flow required to be provided to a project site during construction is 1,500 gallons per minute (gpm). Fire protection water supply infrastructure is required to be available within 300 feet of active construction. The fire code official is authorized to require fire flow greater than 1,500 gpm depending on the construction type, nature of the construction, and the amount of wood frame or mass timber construction proposed to be in progress at any given time. 11. Roofing operations. Roofing operations utilizing heat-producing systems or equipment, or other ignition sources, are required to be conducted in accordance with all of the applicable safety provisions of the Fire Code, Fire District Standard 3-2, and Fire District Standard 35-1. The applicable safety provisions are required to be included in the fire prevention and site safety program. 12. Temporary heating equipment. The installation and/or use of temporary heating equipment or devices requires prior approval by the fire code official. Temporary heating devices are required to be listed and labeled for the intended use. The installation, location, maintenance, and use of temporary heating devices are required to be in accordance with the listing and the manufacturer’s instructions. 13. Portable generators. The use of portable generators is required to be in accordance with Fire Code Chapter 12. 14. Outdoor fires. All outdoor fires as defined by Fire District Standard 3-1 are prohibited at sites where construction, alteration, and/or demolition work is being performed. 15. Cooking and food warming. Cooking and food warming, including the use of microwave ovens and portable electrical devices, is prohibited except in approved cooking and food warming areas. Signs with a minimum letter height of 3 inches and a minimum brush stroke of ½ inch are required to be posted in conspicuous locations in designated cooking and food warming areas and state: DESIGNATED COOKING AND FOOD WARMING AREA. COOKING AND WARMING FOOD OUTSIDE OF A DESIGNATED COOKING AND FOOD WARMING AREA IS PROHIBITED. Cooking and food warming restrictions and the location of designated cooking and food warming areas are required to be included in the fire prevention and site safety plan. Page 1 of 10 Fire Prevention & Site Safety Plan Project: Alta Loma 8 Site address: Camellia Ct, Rancho Cucamonga (APN #: 1061-381-24, 25, 26, 27, 28, 29, 30 31, Tract # 14644) Description: 8 Single family homes proposed on parcels per approved tract map within approved subdivision on a gross lot area of 4.78 acres Type of Project: (8) Single family residential dwelling Owner/Client Name : Alta Loma 8 Address: 10722 Arrow Route Suite 304, Rancho Cucamonga, CA 91730 Contact Person: Tyler Miller Phone : (909) 552-4041 Email: tyler@altaloma8.com Architect/Designer Information Firm Name : Bruce Labins Architect & Associates Contact Person: Bruce Labins Address: 830 E. Santa Clara St, Ventura, CA 93001 Phone : (805) 415-5220 Email: bruce@brucelabins.net Fire Prevention & Site Safety Plan Index 1. Emergency Reporting Procedure Plan …………… Page 2 2. Emergency Response Plan …………… Page 5 3. Combustible Waste Material Control Plan …………… Page 7 4. Fuel Modifications (Separate document) 5. Water and Sewer Plan (Separate document) 6. Street Improvement Plan (Separate document) 7. Fire Prevention and Site Safety Plan w/ markup notes (Separate document) Page 2 of 10 Emergency Reporting Procedure Plan for Alta Loma 8 LLC Project Location: Camellia Ct, Rancho Cucamonga (APN #: 1061-381-24, 25, 26, 27, 28, 29, 30, 31) Date of Implementation: 07.30.24 1. Objectives 1. Ensure Safety: Protect the health and safety of all workers and visitors. 2. Protect Property: Minimize damage to the construction site and surrounding structures. 3. Facilitate Quick Response: Ensure a swift and effective response to contain and extinguish fires. 2. Emergency Contacts Internal Contacts: • Site safety director: Tyler Miller o Phone: (909) 552-4041 or (909) 957-5848 o Email: tyler@altaloma8.com External Contacts: • Rancho Cucamonga 177th Fire Station (909) 477-3805 • San Bernardino County Sheriff/ Rancho Cucamonga Police Department (909) 477-2800 • Emergency Medical Services, Call 911 • San Antonio Regional Hospital (5.5 Miles away): (909) 965-2811 • Haven Elite Urgent Care (3.3 Miles away): (909) 941-2273 • Utility Companies: • SoCalGas: 1 (877) 238-0092 • SoCalEdison: 1 (800) 655-4555 • Cucamonga Valley Water District: 1 (855) 654-2893 3. Fire Reporting Reporting Procedure: • If a fire is detected call 911 or the local emergency number and provide details (location, nature of fire). Inform the Fire Safety Officer and or Site Safety Director immediately. 4. Firefighting Measures Equipment: • Fire Extinguishers: Located at strategic points, including at minimum, 1 fire extinguisher at each lot (See Site Safety Plan for location). Page 3 of 10 • Type(s): 2A Fire extinguisher. • Fire Hoses: Available if applicable; ensure regular checks and maintenance. Training: • Use of Equipment: All personnel must undergo training on how to use fire extinguishers and other firefighting tools. • Emergency Procedures: Training includes evacuation procedures and basic firefighting tactics. 5. Communication Plan Communication Channels: • Emergency Radios: For use by the fire safety team and key personnel. • Site PA System: For alerting all personnel in case of a fire. Notification Procedure: 1. During a Fire: Announce the emergency clearly, and use radios to coordinate the response and evacuation. 2. Post-Incident Communication: Provide updates to all workers on the status of the situation and any next steps, and communicate with external agencies as necessary. 6. Post-Incident Procedures Incident Reporting: • Documentation: Record details of the fire incident, including time, location, cause, and response actions. • Reporting: Submit reports to relevant authorities and insurance companies. Investigation: • Cause Analysis: Determine the cause of the fire and identify any failures in the emergency response. • Corrective Actions: Implement changes to prevent similar incidents in the future. Recovery: • Site Assessment: Evaluate damage and repair as needed. • Resumption of Work: Plan for safe resumption of construction activities once the site is cleared and safe. 7. Documentation and Compliance Documentation: • Fire Safety Plan: Maintain an updated copy of the plan on -site. Page 4 of 10 • Training Records: Keep records of all fire safety training and drills. Compliance: • Regulations: Ensure the plan complies with local fire safety regulations and construction safety standards. • Regular Reviews: Review and update the plan periodically or when there are significant changes to the project. 8. Continuous Improvement Feedback: • Incident Review: Use insights from actual incidents to refine procedures and enhance safety measures. Engagement: • Safety Culture: Encourage a proactive safety culture where workers are encouraged to report hazards and suggest improvements. Prepared by: Takashi Hosaka Date: 07.30.24 Approved by: Richard Ortiz Date: 07.30.24 Page 5 of 10 Emergency Response Plan for Alta Loma 8 LLC 1. Risk Assessment • Identify Hazards: Assess potential fire hazards specific to your construction site, including flammable materials, temporary structures, electrical installations, and hot work activities. • Evaluate Risks: Determine the likelihood and potential impact of these hazards. 2. Fire Prevention Measures • Safe Storage : Store flammable materials (e.g., fuels, paints) in designated, secure areas away from ignition sources. (If applicable) • Hot Work Permits: Implement a permit system for welding, cutting, and other activities that produce heat or sparks. (If applicable) • Electrical Safety: Regularly inspect and maintain electrical installations to prevent short circuits and overheating. • Housekeeping: Keep the site clean and free of combustible waste. 3. Emergency Response Plan • Emergency Contacts: List contact details for local fire services, site managers, and key personnel (See Camellia Ct, Rancho Cucamonga Emergency Contacts). • Evacuation Routes: Clearly mark and maintain unobstructed evacuation routes. Ensure all workers are familiar with these routes. (See Site Safety Plan for location). • Assembly Points: Designate safe assembly points away from the construction site where workers should gather after evacuation. (See Site Safety Plan for location). • Fire Extinguishers: Equip the site with appropriate fire extinguishers and ensure they are accessible and regularly maintained (See Site Safety Plan for location). 4. Training and Drills • Training: Conduct regular fire safety training for all workers, including how to use fire extinguishers and how to evacuate safely. • Drills: Organize fire drills periodically to practice the response plan and ensure everyone knows their roles and responsibilities. 5. Communication • Information Sharing: Ensure that all workers are informed about the fire response plan and any updates to it. 6. Monitoring and Review • Regular Inspections: Conduct regular inspections of fire safety equipment and procedures. Page 6 of 10 • Plan Review: Periodically review and update the fire response plan to address any changes in site conditions or operations. 7. Post-Incident Procedures • Incident Reporting: Document all fire incidents, near misses, and lessons learned. • Investigation: Investigate the cause of the fire and assess the effectiveness of the response. • Plan Improvement: Use findings from incidents and drills to improve the fire response plan. 8. Compliance • Regulations: Ensure compliance with local fire safety regulations and standards. • Insurance : Check that fire safety measures align with insurance requirements. Implementing and maintaining a robust fire response plan will help ensure a safer working environment and better preparedness in the event of a fire. Prepared by: Takashi Hosaka Date: 07.30.24 Approved by: Richard Ortiz Date: 07.30.24 Page 7 of 10 Combustible Waste Material Control Plan for Alta Loma 8 LLC Objective: To establish procedures for managing combustible waste materials on construction sites to minimize fire hazards, ensure safety, and comply with relevant regulations. Prior to having combustible materials on site, we will have the grading finished, have th e water line installed, and have the street formed with a base and a 1.5” asphalt overlay. 1. Introduction 1.1 Purpose To provide guidelines for the safe handling, storage, and disposal of combustible waste materials generated during construction activities. 1.2 Scope This plan covers all construction activities and sites managed by Alta Loma 8 LLC, including subcontractors and suppliers. 1.3 Definitions • Combustible Waste Materials: Waste materials that can easily ignite and burn, such as wood, paper, cardboard, plastics, textiles, and other flammable materials commonly found on construction sites. 2. Waste Identification and Inventory 2.1 Waste Identification • Types: Wood scraps, cardboard, paper, plastic wraps, packaging materials, textiles, and other flammable materials. • Characteristics: Flammable and potentially hazardous if not managed properly. 2.2 Inventory Management • Record Keeping: Maintain an inventory of the types and quantities of combustible waste generated. • Tracking: Implement a system for tracking waste production and storage. 3. Regulatory Compliance 3.1 Regulatory Requirements • Local Regulations: Familiarize with local fire codes, waste management regulations, and construction site safety requirements. • Federal Standards: Ensure compliance with OSHA regulations and other relevant federal guidelines. 3.2 Permits and Documentation • Permits: Obtain necessary permits for waste disposal and recycling as required. • Records: Keep detailed records of compliance, inspections, and waste management activities. 4. Handling and Storage Page 8 of 10 4.1 Segregation • Process: Separate combustible waste from non -combustible and hazardous materials. • Bins and Containers: Use clearly labeled bins for combustible waste, ensuring easy identification and separation. 4.2 Storage Guidelines • Location: Store combustible waste in designated, safe areas away from ignition sources. • Conditions: Ensure storage areas are well-ventilated, dry, and have limited accumulation to reduce fire risk. • Fire Safety: Equip storage areas with fire detection systems and ensure they comply with fire safety regulations. 4.3 Handling Procedures • Training: Train workers on safe handling techniques for combustible waste materials. • Safety Gear: Provide and require the use of appropriate personal protective equipment (PPE) when handling combustible materials. 5. Disposal and Recycling 5.1 Disposal Methods • Options: Choose appropriate disposal methods such as incineration or landfilling based on waste type and local regulations. • Service Providers: Use licensed waste disposal services for the removal of combustible waste. 5.2 Recycling Practices • Materials: Identify combustible materials that can be recycled (e.g., wood, cardboard). • Facilities: Partner with recycling facilities or programs to ensure proper recycling and waste diversion. 6. Fire Safety and Prevention 6.1 Safety Measures • Fire Detection: Install fire alarms and suppression systems in key areas, including waste storage zones. • Inspection: Conduct regular inspections and maintenance of fire safety equipment. 6.2 Training • Fire Safety Training: Provide fire safety training to all construction site workers. • Emergency Drills: Conduct fire drills and emergency response exercises periodically. Page 9 of 10 6.3 Emergency Preparedness • Plan: Develop and maintain an emergency response plan for fire incidents involving combustible waste. • Contact Information: Keep updated contact details for local fire departments and emergency services. 7. Education and Training 7.1 Staff Training • Initial Training: Provide training on the proper handling, storage, and disposal of combustible waste. • Ongoing Training: Offer refresher courses and updates on new procedures or regulations. 7.2 Awareness Programs • Promote Awareness: Encourage awareness of fire hazards and proper waste management among all site personnel. • Best Practices: Share best practices and success stories to reinforce safe waste management behaviors. 8.0 Performance Tracking • Metrics: Monitor the amount of combustible waste generated, recycled, and disposed of. • Reporting: Generate regular reports on waste management performance and safety compliance. 8.1 Plan Review and Updates • Frequency: Review and update the combustible waste material control plan annually or as needed. • Improvements: Implement improvements based on feedback, performance data, and regulatory changes. 9.0 Emergency Procedures • Response: Detail procedures for responding to fire incidents involving combustible waste. • Evacuation: Establish clear evacuation routes and procedures for all site personnel. 9.1 Contacts • Emergency Services: Maintain a list of contact information for local fire departments and emergency responders. • Internal Contacts: Designate key personnel responsible for coordinating emergency responses. 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S 15' E Q U E S T R I A N E A S E M E N T 5' NON-COMBUSTIBLE MATERIALS ZONE ZONE 1 30' FROM STRUCTURE ZONE 2 31'-100' FROM STRUCTURE ZONE 3 100'+ FROM STRUCTURE 5' NON-COMBUSTIBLE MATERIALS ZONE ZONE 1 30' FROM STRUCTURE ZONE 2 31'-100' FROM STRUCTURE Camellia Court Rancho Cucamonga, CA 91737 APN: 1061-138-124 thru 31 Tract 14844 - 8 Lots LOT AREAS LOT 1 21,0 ST. FW. LOT 2 20, ST. FW. LOT 3 21,5 ST. FW. LOT 21,1 ST. FW. LOT 5 22,33 ST. FW. LOT 25,5 ST. FW. LOT 2,1 ST. FW. LOT 23,32 ST. FW. Total Area:183,522 Sq. Ft. DEFENSIBLE SPACE LANDSCAPE PLAN USING 5-30-100 OPTION FUEL MODIFICATION PLAN Scale: 1" =30'NORTH FUEL MODIFICATION LEGEND SHH FXHO MRGLILFDWLRQ NRWHV DHWDLOV RQ SKHHW FM-3 SYMBOL VEGETATION MANAGEMENT ZONE LINEAL SETBACK DESCRIPTION COMBUSTIBLE EXCLUSION ZONE 0-5' From Structure PROVIDES A ZONE IMMEDIATELY ADJACENT TO BUILDINGS FREE FROM ANY COMBUSTIBLE MATERIALS APPRO; , S4 FT (BY HOMEOWNER) SEE SHEET FM ZONE 1 5' to 30' from Structure LEVEL GRADE, WITH VEGETATION LIMITED TO GROUNDCOVER, LAWNS, AND SMALL NUMBER OF PLANTS AND TREES WITH PERMANENT IRRIGATION APPRO; , S4 FT (BY HOMEOWNER)SEE SHEET FM ZONE 2 31' to 100' from Structure TRANSITION ZONE WITH OPEN DISTRIBUTION OF TREES AND PLANTING APPRO; , S4 FT PERMANENTLY AND REGULARLY IRRIGATED SEE SHEET FM ZONE 3 100' or More from Structure SITE SPECIFIC MODIFICATION APPRO; S4 FT PERMANENTLY AND REGULARLY IRRIGATED SEE SHEET FM ZONE BOUNDARY THIS PLANT PALETTE HAS BEEN DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT WILD-LAND/URBAN INTERFACE FIRE AREA GUIDE. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE FUEL MODIFICATION IN THE CONDITION AS APPROVED. ANY MODIFICATIONS ARE REQUIRED TO BE APPROVED BY THE FIRE CODE OFFICIAL PRIOR TO ANY CHANGES BEING MADE. VEGETATION AND COMBUSTIBLE GROUND COVERS (MULCH, BARK, WOOD CHIPS, ETC) ARE NOT PERMITTED WITHIN 5' OF ANY STRUCTURES . 1 of 3 PROPERTY OWNER SHALL BE RESPONSIBLE FOR IRRIGATING THE ENTIRE FUEL MODIFICATION AREA WITH AUTOMATIC IRRIGATON. SITE VICINITY MAP Scale: NTS NORTH REALES ST. LARAMIE DR. CABALLERO DR. ALMOND ST. HILLSIDE RD. B U C K T H O R N A V E . BE R Y L S T . CITATION CT. APPALOOSA CT. WHIRLAWAY CT. CAMELLIA CT. DEM E N S C H A N N E L CARRARI CT. FA L L I N G T R E E L N . CAM E L L I A C O U R T WHIRLAWAY CT. HE L L M A N A V E . RA M C T . HI L L S I D E C V . VALLEY VIEW ST. FLOOD CONTROL BASIN MO - A V E D R . HIDDEN FARM RD. EA S T W O O D A V E . LO M A S C T . DASHED LINE INDICATES FUEL MODIFICATION ZONE BOUNDARY JOB: 24-06 LKD CKE March 26, 2024 Applicant: 5/28/2024 EXP.02/28/26 Richard Pope, Landscape Architect CA# 2664 1585 South 'D' Street, Suite 202 San Bernardino, CA 92408 phone: (909) 888-5568 e-mail: richardpopeassociates.la@gmail.com U r b a n D e s i g n & P l a n n i n g L a n d s c a p e A r c h i t e c t u r e R I C H A R D ALTA LOMA LLC CDPHOOLD CRXUW RDQFKR CXFDPRQJD, CA CRQWDFW Tyler Miller PKRQH 0-552-01 EPDLO W\OHU#DOWDORPD.FRP 0 15 30 0 0 120 ZONE DISTANCES APPLY TO ALL LOTS ZONE DISTANCES APPLY TO ALL LOTS DASHED LINE INDICATES FUEL MODIFICATION ZONE BOUNDARY 15' E Q U E S T R I A N EAS E M E N T 20 ' E Q U E S T R I A N TR A I L EXISTING 20' EQUESTRIAN TRAIL 15' E Q U E S T R I A N EAS E M E N T 5' ST O R M W A T E R EAS E M E N T 10' EQUESTRIAN EASEMENT 10 ' E Q U E S T R I A N EA S E M E N T 15' E Q U E S T R I A N EAS E M E N T 5' S T O R M W A T E R EAS E M E N T 80'0'10'20'40' 35 6 . 6 1 ' N 8 9 ° 2 7 ' 4 2 " E 154.62' S 8°47'25" E S 11°0'3 7 " W 6 4 . 4 1 ' 100.00' S 5 2 ° 5 9 ' 5 6 " W 161.78' S 14°47'3 5 " E 3 4 8 . 7 2 ' S 4 8 ° 1 4 ' 3 4 " W S 5 0 ° 3 7 ' 2 5 " W 212.68' 1 0 9 . 4 2 ' N 0°30'36" W 81.40' S 0°28'45" E 450.40' N 0°28'45" W N 7 3 ° 1 1 ' 1 1 " W N 5°34'11" W 146.69' 13 7 . 5 4 ' N 5 6 ° 4 5 ' 3 4 " E 1 7 4 . 1 3 ' S 42 ° 1 4 ' 4 7 " E S 5 5 ° 1 7 ' 5 4 " E 212 . 3 9 ' 213.28' 194 . 6 2 ' N 17°59 ' 1 8 " W N 9°6'24" E 92.01' N 2 8 ° 4 8 ' 2 2 " E = 11 5 . 0 0 ' L 71 4. 0 27' R=50. 0 L = 6 7.2 8' R = 2 7 0.0 0 N 6 9 ° 5 7 ' 6 " W 10 8 . 6 9 ' N 4 8 ° 4 8 ' 2 2 " E 7 2 . 1 8 ' N 4 8 ° 4 8 ' 2 2 " E 1 2 3 . 8 2 ' L = 1 1 5 . 1 9 ' R = 3 3 0 . 0 0 C O R R A L S P A C E A L T E R N A T E 3 . 2 4 8 ' x 1 2 ' C O R R A L S P A C E A L T E R N A T E 2 . 2 4 8 ' x 1 2 ' C O R R A L S P A C E 4 8 ' x 1 2 ' CORRAL SPACE 27' DIAMETER CORRAL SPACE 27' DIAMETER CORRAL S P A C E 48' x 12' C O R R A L S P A C E 4 8 ' x 1 2 ' 9-29-2024 L O T 1 L O T 2 LO T 4 PHASE 1 LO T 6 L O T 7 L O T 3 LOT 8 MODEL 2B MODEL 3B MODEL 3A MODEL 2A C A M E L L I A C O U R T CA M E L L I A C O U R T E Q U E S T R I A N E A S E M E N T E Q U E S T R I A N E A S E M E N T E Q U E S T R I A N T R A I L E Q U E S T R I A N E A S E M E N T FA C E O F C U R B 6' C O N C R E T E S I D E W A L K 6' CONCR E T E S I D E W A L K FACE OF C U R B EQ U E S T R I A N E A S E M E N T MODEL 4 P H A S E 1 P H A S E 2 P H A S E 1 LOT 5 P H A S E 2 PH A S E 1 P H A S E 2 PHASE 2 MODEL 1 MODEL 1R MODEL 2A 4' TALL RE T A I N I N G W A L L 4' TALL R E T A I N I N G W A L L 4 ' T A L L R E T A I N I N G W A L L 6' HT. BLOCK WALL 6' HT. BLOCK WALL 6' HT. BLOCK WALL 3' HT. BLO C K W A L L 3' H T . B L O C K W A L L 3'-4" GATE 6' H T . B L O C K W A L L 3'-4" GATE 6' HT. BLOCK WALL 6 ' H T . B L O C K W A L L 6 ' H T . B L O C K W A L L 6' HT. B L O C K W A L L 6' HT. BLOC K W A L L 6' HT. BLOC K WALL 3'-4" GATE 6' HT. B L O C K W A L L 6' H T . B L O C K W A L L 6' H T . R E T A I N I N G B L O C K W A L L 3'-4" GATE 6 ' H T . B L O C K W A L L 3'-4" GATE 6' H T . B L O C K W A L L 3'-4" GATE 3'-4" GATE 6' H T . B L O C K W A L L 3'-4" GATE 3'-4" GATE 3'-4" GATE 6' H T . B L O C K WA L L 6' HT. B L O C K W A L L 6 ' H T . B L O C K W A L L 6' T A L L B L O C K W A L L 3'-4" GATE 6' HT. BLOCK WAL L 3'-4" GATE 3'-4" GATE 3'-4" GATE 3'-4" GATE 6 ' H T . B L O C K W A L L 4 ' T A L L R E T A I N I N G W A L L 3' TALL BLOCK WALL 6 ' H T . B L O C K W A L L 6 ' H T . B L O C K W A L L 3' H T . B L O C K WA L L 6' HT. B L O C K W A L L TRACT 14844 - 8 LOTS APN: 1061-138-124 thru 31 PROPOSED 6' HT. BLOCK WALL, 4' HT. RETAINING WALL, 3' HT. GARDEN WALL 4'-2" HT RAIL FENCE, 4' HT. FEEDER TRAIL FENCE, 4' HT. PILASTERS, 6' HT. PILASTERS 3'-4" GATE 3'-4" GATE 3'-4" GATE 3'-4" GATE 3'-4" GATE 3'-4" GATE 4' TA L L R E T A I N I N G WA L L 4' TALL RETAINING WALL 4' TA L L RET A I N I N G WAL L 6 ' H T . B L O C K W A L L 6 ' H T . B L O C K W A L L 6' H T . B L O C K W A L L 6' H T . B L O C K W A L L COMMUNITY RAIL FENCE FEEDER TRAIL FENCE FEEDER TRAIL FENCE 4' HIGH PILASTER 4' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTE R 6' HIGH PILASTE R 4' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 4' HIGH PILASTER (E) CHAIN LINK FENCE TO BE REMOVED (E) CHAIN LINK FENCE TO BE REMOVED (E) CHAIN LINK FENCE TO BE REMOVED (E) CHAIN LINK FENCE TO BE REMOVED 1010 ACOMMUNITY TRAIL FENCE TO REPLACE CHAIN LINK FENCE (E) CHAIN LINK FENCE TO BE REMOVED1010 A COMMUNITY TRAIL FENCE TO REPLACE CHAIN LINK FENCE (E) CHAIN LINK FENCE TO BE REMOVED 1010 A COMMUNITY TRAIL FENCE TO REPLACE CHAIN LINK FENCE (E) CHAIN LINK FENCE TO BE REMOVED 6' HIGH PILASTER 6' HIGH PILASTER 1006 C 1010 A 3'-4" GATE 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6' HIGH PILASTER 6 ' H T . B L O C K W A L L 6' T A L L B L O C K W A L L 6' HIGH PILASTER 6' HIGH PILASTER 4' HIGH PILASTER 4' T A L L R E T A I N I N G W A L L 6' H T . B L O C K W A L L