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HomeMy WebLinkAbout2022-08-02 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. AUGUST 2, 2022- 7:00 P.M. DESIGN REVIEW COMMITTEE MEETING AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 MEETINGS ARE HELD IN-PERSON A. Call to Order 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 Special Meeting Minutes of May 25, 2022. (No meetings in June or July.) D. Project Review Items D1. DESIGN REVIEW – ISLAND VIEW VENTURES, LLC – A request for a site plan and design review to construct a mixed-use development comprising 311 residential units and 16,000 square feet of commercial lease area on 7.94 acres of land at the southeast corner of Foothill Boulevard and Haven Avenue in the Mixed-Use Urban Corridor (MU-UCT) zoning area. APN: 0208-353-02 (DRC2019-00850). 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 on Thursday, July 28, 2022, at least 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 Rains Conference Room AGENDA May 25, 2022 SPECIAL MEETING MINUTES Rancho Cucamonga, CA 91730 5:00 p.m. A. Call to Order The meeting of the Special Meeting Design Review Committee held on May 25, 2022. The meeting was called to order by Mike Smith, Staff Coordinator, at 7:00 p.m. Design Review Committee members present: Diane Williams, Tony Morales Staff Present: David Eoff, Senior 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 Regular Meeting Minutes of March 15, 2022. Motion carried 2-0 vote to adopt the minutes as presented. D. Project Review Items D1. LOCATED AT THE SOUTHWEST CORNER OF HAVEN AVENUE AND ARROW ROUTE 8500 HAVEN, LLC - A request to construct a mixed-use development comprising of 248 apartments and 23,750 square feet of commercial space within the Corridor 1 Zone (CO1) APNs: 0209-092-09 and -13. (Design Review DRC2021-00200.) The Committee took the following action: Recommend approval to PC/PD. 2-0 Vote Staff made a presentation to the Design Review Committee on a proposal to construct a new mixed- use project consisting of 248 apartments and 23,750 square feet of commercial space. The project included various buildings ranging in height from 1 story to 4 stories, various amenities for the residents and some open to the public, and offsite improvements along Haven Avenue. The project was designed to align with the policies and vision of the General Plan, providing a mix of uses in one cohesive development, strong connectivity and circulation for pedestrians and vehicles, Design Review Committee Special Meeting Minutes – May 25, 2022 Page 2 of 2 DRAFT and the establishment of urban character with proper placement of buildings and good activation of street frontages. The Committee believed the project was well designed and appreciated the applicant’s efforts to meet the vision of the General Plan. The Committee, however, expressed concerns with the massing of Building 2, indicating the building’s wall plan along Haven and Arrow appeared too long and could benefit from additional enhancements to help minimize the massing and appearance of one single building. The Committee also expressed some concerns with the roof lines and the lack of interest in some of the flat areas of the buildings. The Committee requested the applicant to provide alternative elevations for the Planning Commission to consider they addressed these concerns and recommended the project move forward for the Planning Commission’s review on a 2-0 vote. E. Adjournment Meeting was adjourned at 8:00 p.m. Respectfully submitted, ________________________ Elizabeth Thornhill Executive Assistant, Planning Department Approved: DESIGN REVIEW COMMENTS August 2, 2022 7:00 p.m. Tabe van der Zwaag, Associate Planner DESIGN REVIEW – ISLAND VIEW VENTURES, LLC – A request for a site plan and design review to construct a mixed-use development comprising 311 residential units and 16,000 square feet of commercial lease area on 7.94 acres of land at the southeast corner of Foothill Boulevard and Haven Avenue in the Mixed Use Urban Corridor (MU-UCT) zoning area. APN: 0208-353-02 (DRC2019-00850). Site Characteristics and Background: The 7.94-acre project site is located at the southeast corner of Foothill Boulevard and Haven Avenue and is part of a larger 14-acre project area that was previously developed with two 80,000 square foot 4-story office buildings. The dimensions of the pyramid-shaped project site are approximately 450 feet north to south at the widest point along Foothill Boulevard and 52 feet at the drive entrances off of Foothill Boulevard and Aspen Street a nd 405 feet east to west along Foothill Boulevard and 1,270 feet along the south property line. The site gently slopes from north to south and is partially developed with vehicle parking. The overall project area was originally master planned for 4 office buildings of which two were completed . Prior to formal project submittal to the City, a pre-application review was submitted (June 19, 2018) for the project that was reviewed by the Planning Commission on October 24, 2018, March 13, 2019, and June 26, 2019. The project proponent made significant changes to the project design and layout th rough the pre-applicant review process. The current design and layout are significantly the same as the most recent plan reviewed by the Planning Commission. The major changes being the addition of a signalized intersection on Foothill Boulevar d at the main north- south entrance to the project site, a new one-way frontage road separating through traffic on Foothill Boulevard from the project site, the inclusion of two new vehicle entrances from Foothill Boulevard adjacent to the existing office buildings on the project site and two vehicle/pedestrian connections to the San Bernardino County Courthouse to the south. The project land use mix was also modified from the original 302 residential units, 8 live -work units, and 5,000 square feet of commercial space to 311 residential units and 16,000 square feet of commercial lease area. The existing Land Use, General Plan and Zoning Designations for the project site and adjacent properties are as follows based on the Gene ral Plan Land Use and Zoning designation at the time that the project was deemed complete (April 27, 2022): Land Use General Plan Zoning Site Vacant City Center Mixed Use Urban Corridor (MU-UCT) District* North Commercial Center Mixed-Use City Corridor High Community Commercial (CC) District South County Court House City Center Industrial Park (IP) District East Existing Office Building City Center Industrial Park (IP) District West Existing Office Building City Center Industrial Park (IP) District *Project Site Redesignated Center 2 (CE2) Zone With Development Code Update DRC COMMENTS DR DRC2019-00850 – ISLAND VIEW VENTURES, LLC August 2, 2022 Page 2 Project Design and Layout: The project layout was partially dictated by the roughly pyramid shape of the existing property lines which are narrowest along the Foothill Boulevard frontage and by the existing infrastructure for the two adjacent office buildings, which share the overall project area . The existing property lines are not symmetrical to the main north -south drive aisle creating different building widths for the portions facing Foothill Boulevard. The applicant considered a lot line adjustment in order to create a more symmetrical parcel, but was unsuccessful in working with the adjacent property owners to adjust the lot lines. The project is comprised of four 4-story buildings (Buildings A, B, C1 and C2). Buildings A and B front Foothill Boulevard to the north and are separated by a north-south drive access. Buildings C1 and C2 will front an east-west drive aisle. The north-south and east-west drive-aisles will will be 26 feet wide free and clear with angled parking on the north -south drive aisle and 90 degree parking on the east-west drive aisle. Buildings A and B will include 16,000 square feet of retail lease area on the ground floor facing Foothill Boulevard and the new north -south drive aisle. The sidewalks to the north of buildings A and B and along the north -south drive access are14-16 feet wide and designed to accommodate outdoor dinin g and include decorative seat walls. Access: The vehicle access to the site will be from a new signalized intersection off of Foothill Boulevard and by two existing driveways off of Haven Avenue and Aspen Street. The site will also be accessed by two new driveways off of a new one-wayfrontage, and two new access driveways to the San Bernardino County Courthouse to the south . The new one-way access road parallel to Foothill Boulevard will provide a buffer between the resid ential units and Foothill Boulevard and will include angled parking along the north side of the frontage road. Parking throughout the project will be provided in private garages, freestanding carports, and uncovered parking spaces. Architecture: The project is designed in a modern architectural style. Design elements include a flat roof, tower elements with vertical siding, recessed windows and balconies, roof decks, and glass commercial storefronts. Building materials include the use of stucco, fiber cement siding, masonry tile, metal panels, and metal awnings which are carried to all elevations. Horizontal articulation along the building plane as well as vertical articulation along the building’s roofline breaks down the building massing and creates architectural interest. The corner commercial units and leasing office are emphasized through the use of metal siding and tall storefront windows. The remaining commercial units include the use of masonry tile, storefront glazing, and metal awnings with signage. The project includes a bus shelter along the foothill boulevard frontage designed to carry over themes from the main buildings. Unit Composition and Floor Plan: The project is comprised of 311 elevator-served residential units (200 one-bedroom units, 105 two-bedroom units, and 6 three-bedroom units). The residential units are all single-level and range in size from 660 to 1,285 net square feet. Commercial lease areas are located on the project’s first-story frontage along Foothill Boulevard and along the main drive aisle off of Foothill Boulevard of Buildings A and B and total 16,000 square feet in area. The table below summarizes the number of residential units and square feet of commercial lease area: DRC COMMENTS DR DRC2019-00850 – ISLAND VIEW VENTURES, LLC August 2, 2022 Page 3 UNIT SUMMARY Residential Unit Type Unit Size (SF - Net) Number of Units 1 Bedroom 660 to 887 SF 200 2 Bedroom 1,041 to 1,079 SF 105 3 Bedroom 1,285 SF 6 Total Number of Units 311 Commercial Total Area Commercial (SF) N/A 16,000 Recreational Amenities: Resident amenities include a clubhouse with kitchen and game room, a media lounge, a business center, a gym, a yoga room, a pool/spa with lounge seating areas and fire pit, a pocket park with children’s play elements, and two rooftop decks (one each on Buildings A and B) that include seating areas and fire pits. Commercial Amenities: Common seating/dining areas along with seat walls are proposed along the commercial frontages. Fencing and Access: All roadways and pedestrian pathways will be ungated. Gates are proposed to the vehicle parking areas at the center of Buildings A and B and on the south side of Buildings C1 and C2 and to the resident amenities, A 6-foot-high view fence is located along the south property line which is shared with the San Bernardino County Courthouse. Due to the grade change between the project site and the SB County Courthouse to the south, an up to 7 foot-9-inch landscaped retaining wall along the project’s south property line. Compliance with Development Standards : The project was designed in compliance with the Development Code that was in effect when the project was deemed complete (April 27, 2022). As demonstrated in the table below, the project complies with each of the Development Code requirements for the Mixed -Use (MU-UCT) District. Projects within mixed-use districts are permitted up to 75 percent reduction in the streetscape setbacks with no minimum building separation requirements (beyond that required by the Building Code). COMPLIANCE TABLE Development Standard Required Proposed Complies Density 40 DU/AC 40 DU/AC YES Building Setback – Foothill (Major) 0-5’ 5’ YES 1 Parking Setback – Foothill (Major) 30’ 105’ YES DRC COMMENTS DR DRC2019-00850 – ISLAND VIEW VENTURES, LLC August 2, 2022 Page 4 Building Setback – West Property Boundary 5’ 170’ YES 1 Parking Setback – Haven 30’ 60’ YES Building Setback – East Interior Boundary 5’ 175’ YES 1 Parking Setback – Aspen 30’ 55’ YES Interior Rear Setback 0’ 10” YES Building Height 12 stories 65’ YES Landscape Area 10% 14.5% YES Open Space 150 sf/unit* (46,560 sf) 50,359 sf YES 1 – Complies with reductions applied for Mixed Use Developments outlined in RCMC Sec. 17.36.020 Parking: The applicant has proposed making 5 percent of the units affordable to very low-income households which reduces the required parking ratio for the overall project based on State Density Bonus Law. A full parking analysis in context of Density Bonus Law will be provided to the Planning Commission as part of the public hear ing. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below to the Planning Commission: ☒Recommend Approval of the design of the project as proposed by the applicant. ☐Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee . Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ☐Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director / Planning Commission. DRC COMMENTS DR DRC2019-00850 – ISLAND VIEW VENTURES, LLC August 2, 2022 Page 5 ☐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: Michael Smith, Principal Planner Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A0.0SHEET INDEXPROJECT TEAMPROPERTY OWNERRC FOOTHILL HOLDINGS LLC23929 VALENCIA BLVD, SUITE 404VALENCIA, CA 91355CONTACT: JEFF WARMOTHARCHITECTUREKTGY GROUP, INC.17911 VON KARMAN AVE, SUITE 200IRVINE, CA 92614CONTACT: KEITH LABUSCIVILMADOLE & ASSOCIATES, INC.9302 PITTSBURGH AVE, STE. 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONELANDSCAPESUMMERS MURPHY & PARTNERS34197 PACIFIC COAST HWY, STE. 200DANA POINT, CA 92629CONTACT: TRENT NOLLELECTRICALCANDELA ENGINEERING27201 CALLE JUANITADANA POINT, CA 92624CONTACT: BRIAN OVERLEYARCHITECTUREA0.0 SHEET INDEXA0.1 CONCEPTUAL PERSPECTIVESA0.2 CONCEPTUAL PERSPECTIVESA0.3 CONCEPTUAL PERSPECTIVESA1.0 PROJECT OVERVIEWA1.1 CONCEPTUAL SITE PLANA2.0 BUILDING A ELEVATIONSA2.1 BUILDING A ELEVATIONSA2.2 BUILDING A ELEVATIONSA2.3 BUILDING B ELEVATIONSA2.4 BUILDING B ELEVATIONSA2.5 BUILDING B ELEVATIONSA2.6 BUILDING C ELEVATIONSA2.7 BUILDING C ELEVATIONSA2.8 CARPORT / POOL BUILDING ELEVATIONSCIVILCF-01CUT - FILL MAPCG-01CONCEPTUAL GRADING PLANCG-02CONCEPTUAL GRADING PLANCG-03CONCEPTUAL GRADING PLANCG-04CONCEPTUAL GRADING PLANCG-05CONCEPTUAL GRADING PLANCG-06CONCEPTUAL GRADING PLANSU-01SITE UTILIZATION MAPDSP-01DETAILED SITE PLANDSP-02DETAILED SITE PLANDSP-03DETAILED SITE PLANDSP-04DETAILED SITE PLANPWQMP-01WQMPLANDSCAPEL-1 CONCEPTUAL LANDSCAPE PLANL-2 PROJECT ENTRY ENLARGEMENT PLANL-3 INTERNAL STREET ENLARGEMENT PLANL-4 COMMUNITY POOL ENLARGEMENTL-5 PROJECT ENTRY ENLARGEMENT PLAN - WESTL-6 PROJECT ENTRY ENLARGEMENT PLAN - EASTL-7 ROOF PATIO ENLARGEMENT PLANL-8 WALL AND FENCE PLANL-9 WALL AND FENCE DETAILSL-10 WATER USE CALCULATIONSELECTRICALEP-1 PARTIAL PHOTOMETRIC PLANEP-2 PARTIAL PHOTOMETRIC PLANA3.0 BUILDING PLANSA3.1 BUILDING PLANSA3.2 BUILDING PLANSA3.3 BUILDING PLANSA3.4 BUILDING PLANSA4.0 BUILDING SECTIONSA5.0 UNIT PLANSA5.1 UNIT PLANSA5.2 UNIT PLANSA5.3 UNIT PLANSA5.4 ENLARGED PLANS - RETAILA5.5 ENLARGED PLANS - RETAILA5.6 ENLARGED PLANS - AMENITIESA5.7 ENLARGED PLANS - AMENITIESA6.0 CONCEPTUAL FIRE EXHIBITA7.0 RESIDENTIAL DETAILSA8.0 BUS SHELTER Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355NTSA0.1CONCEPTUAL PERSPECTIVES1. VIEW OF PROJECT ENTRY Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355NTSA0.2CONCEPTUAL PERSPECTIVES2. VIEW OF PROJECT ENTRYF O O T H I L L B L V DKey PlanN.T.S. Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355NTSA0.3CONCEPTUAL PERSPECTIVES3. VIEW OF POOL AMENITYKey PlanN.T.S. EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEV EV EV EVEVEVEVEV EVEV EV EV EVEVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 9135506012030A1.1CONCEPTUAL SITE PLANRetail at First Floor withResidential Units AboveResident Amenity at First Floorwith Residential Units Above4 Story Residential Buildingwith Tuck-Under Parking4 Story Mixed-Use Buildingwith Tuck-Under ParkingResident Amenity at First Floorwith Residential Units AboveSecondaryProject EntrySecondaryProject EntryTrashStagingTrashStagingSingle StoryPool BuildingLobbyCovered CarportsLobbyClubroomFitnessTrashPoolCourtyardVehicular Connectionto CourthousePedestrian Connectionto CourthouseTrashStagingTrashStagingProject Main EntryFOOTHILL BLVDHAVEN AVENUE ASPEN STREETTrash Retail at First Floor withResidential Units AbovePARCEL 1PARCEL 3PARCEL 2BUILDING A117 UnitsLeasing/AmenityBUILDING C I51 UnitsBUILDING C II51 UnitsBUILDING B100 UnitsMail Center/AmenityTrashTrash112 Units97 Units Floor 2Floor 3Floor 4RoofFloor 1±55'12'-7"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±65'15'-1"9'-1"9'-1"9'-1" EVEV EVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.0ELEVATIONSBUILDING A08162448910338521061015Key PlanN.T.S.21Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure624Elevation 1- North ElevationElevation 2 - East Elevation191111778 Floor 2Floor 3Floor 4RoofFloor 1±55'15'-1"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±55'12'-7"9'-1"9'-1"9'-1" EVEV EVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.1ELEVATIONSBUILDING A0816244196832592Elevation 3- South ElevationElevation 4 - West ElevationKey PlanN.T.S.43Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure1811768 Floor 2Floor 3Floor 4RoofFloor 152'12'-7"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±55'15'-1"9'-1"9'-1"9'-1" EVEV EVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.2ELEVATIONSBUILDING A - INTERIOR081624682898264284Elevation 1 - North ElevationElevation 2 - East ElevationKey PlanN.T.S.1342Elevation 3 - South ElevationElevation 4 - West ElevationMaterial Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure2968677944 Floor 2Floor 3Floor 4RoofFloor 1±55'12'-7"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±55'12'-7"9'-1"9'-1"9'-1" EV EVEVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.3ELEVATIONSBUILDING B0816248623131921Key PlanN.T.S.21Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure1058Elevation 1- North ElevationElevation 2 - East Elevation4311116 Floor 2Floor 3Floor 4RoofFloor 1±65'15'-1"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±55'12'-7"9'-1"9'-1"9'-1" EV EVEVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.4ELEVATIONSBUILDING B08162462498321041068511Key PlanN.T.S.43Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade StructureElevation 3- South ElevationElevation 4 - West Elevation59311178 Floor 2Floor 3Floor 4RoofFloor 1±52'12'-7"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±52'12'-7"9'-1"9'-1"9'-1" EV EVEVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.5ELEVATIONSBUILDING B - INTERIOR08162486268429849Elevation 1- North ElevationElevation 2 - East ElevationKey PlanN.T.S.1342Elevation 3- South ElevationElevation 4 - West ElevationMaterial Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure464982779 Floor 2Floor 3Floor 4RoofFloor 1±58'10'-1"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±48'10'-1"9'-1"9'-1"9'-1"Living Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.6ELEVATIONSBUILDING C08162449263894185106Elevation 1- North ElevationElevation 2 - East ElevationKey PlanN.T.S.21Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure57618 Floor 2Floor 3Floor 4RoofFloor 1±50'10'-1"9'-1"9'-1"9'-1"Floor 2Floor 3Floor 4RoofFloor 1±50'10'-1"9'-1"9'-1"9'-1"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.7ELEVATIONSBUILDING C08162486226243Elevation 3- South ElevationElevation 4 - West ElevationKey PlanN.T.S.43Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade Structure9374 ±14'-0"T.O.P.29±14'-0"T.O.P.1111Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.8ELEVATIONSPOOL BUILDING / CARPORTS04816Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade StructurePool Building - North ElevationCarport - Side Elevation*South ElevationWest ElevationFront Elevation**Refer to "Wall andFence Plan" on sheetL-8 for wall height andlocations ±14'-0"T.O.P.29±14'-0"T.O.P.1111Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A2.8ELEVATIONSCARPORTS / POOL BUILDING04816Material Legend1.Metal Panels2.Fiber Cement Siding3.Masonry4.Stucco - 20/30 Finish5.Storefront Glazing6.Recessed Bronze Vinyl Windows7.Fiber Cement Trim8.Balcony Railing9.Awning10.Signage11.Permanent Solid Shade StructurePool Building - North ElevationCarport - Side ElevationSouth ElevationWest ElevationFront Elevation*Refer to "Wall and Fence Plan" on sheetL-8 for wall height and locations. Refer to"Conceptual Landscape Plan" on sheetL-1 for proposed tree and shrub palette.Carport Architectural Screening at Building B* EVEV EV RetailLeasingP1-1P1-1P2-2P2-1P1-1P1-1P1-1P1-1P1-1P1-1LobbyBreezeway TrashElecRoomMechAmenity20'-2"typ.10'-1"typ.12'-1"typ.5'-0"20'-2" typ.Level 127739 SQ. FT.LobbyDNDNRetailLiving Room 12'-1" x 25'-9" Master Bed 11'-0" x 12'-0" W/D Bath Kitchen Deck 10'-10" x 6'-0" 65 SQ. FT. L Plan 1-1 1 Bed, 1 Bath ±669 SQ. FT.Net ±764 SQ. FT.Gross WIC L Storage Living Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchenDeck11'-9" x 6'-0"71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLPlan 2-1.12 Bed, 2 Bath±1047 SQ. FT.Net±1149 SQ. FT.NetLWICStorageLevel 235786 SQ. FT.P1-1.1P1-1.1P1-1.1P2-1P2-1P1-1P2-2P2-1P1-1.1P2-1.1P1-1.1P1-1.1P2-1.1P2-2P1-1P1-2altP1-2.1 altP1-3P1-2P1-2P1-3P2-3P1-2P1-2.1P1-3P1-3P1-1P1-1.1P1-1.1P1-1.1P1-1.1P1-1P2-2Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A3.0BUILDING PLANBUILDING A0204010 Level 3-435792 SQ. FT.P2-1P2-1P1-1P2-2P2-1P2-1.1P2-2P1-1P1-3P1-2P1-2P1-3P2-3P1-2P1-2.1P1-1P1-1P2-2P1-1.1P1-1.1P1-1.1P1-1.1P1-1.1P1-1.1P2-1.1P1-1.1P1-1.1P1-1.1P1-1.1P1-2altP1-2.1 altP1-3P1-3Flat RoofRoofDeckRoofROOF ACCESS FROMSTAIR SHAFT BELOW.CONDENSER SCREENROOFTOP EQUIPMENT,TYP.19'-4"20'-6"18'-6"21'-5"18'-6"21'-4"+2'-6"+5'-0"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A3.1BUILDING PLANBUILDING A0204010 EV EVEV RetailMail CenterP1-1P1-1P2-2P2-1P1-1P1-1P1-1P1-1P1-1P1-1LobbyBreezeway TrashElec.RoomMechAmenity20'-2"typ.10'-1"typ.12'-1"typ.5'-0"20'-2"typ.Level 125307 SQ. FT.LobbyDNDNRetailLevel 232130 SQ. FT.P2-1P1-1P2-2P2-1P1-1.1P2-1P1-1.1P1-1.1P2-1.1P2-2P1-1.1P1-1.1P1-1.1P1-1.1P1-1P1-1P1-2 altP2-4P1-3P1-2P1-2P1-3P2-3P1-2P1-2.1P1-1.1P1-1.1P1-1P2-2Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A3.2BUILDING PLANBUILDING B0204010 Level 3-432137 SQ. FT.P1-1.1P2-1P1-1P2-2P2-1P1-1.1P2-1P1-1.1P1-1.1P2-1.1P2-2P1-1.1P1-1.1P1-1.1P1-1.1P1-1P1-1P2-4P1-3P1-2P1-2P1-3P2-3P1-2P1-2.1P1-1P2-2P1-1.1P1-2 altFlat RoofRoofDeckRoofROOF ACCESS FROMSTAIR SHAFT BELOW.CONDENSER SCREENROOFTOP EQUIPMENT,TYP.18'-6"22'-4"21'-5"18'-6"19'-4"20'-6"+2'-6"+5'-0"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A3.3BUILDING PLANBUILDING B0204010 P1-1P1-1P1-1ClubroomP1-1P2-1P2-1Breezeway Fitness12'-1"typ.5'-0"20'-2" typ.10'-1"typ.TrashLevel 113568 SQ. FT.P2-1Mech/ElecP1-4BreezewayMech/ElecP1-4(open to below)(open to below)P2-3Seating AreaYoga StudioLevel 216596 SQ. FT.P1-5P2-3Mech/ElecP1-1.1P1-1.1P2-1P1-1.1P2-1P2-1.1P3-1TP1-4P1-4Mech/ElecP1-5P1-5Level 3-418495 SQ. FT.P2-3P2-3P1-1.1P1-1.1P2-1P1-1.1P2-1P2-1.1P3-1TP1-4Mech/ElecP2-1P2-2P1-5P1-5P1-5Flat RoofRoofROOF ACCESS FROMSTAIR SHAFT BELOW.CONDENSER SCREENROOFTOP EQUIPMENT,TYP.20'-9"19'-1"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A3.4BUILDING PLANBUILDING C0204010Building C.2Building C.1Building C.2Building C.1 Floor 2Floor 3Floor 4RoofFloor 1GarageUnitUnitUnitRetail±48'E FOOTHILL BLVDEXISTINGRANCHO CUCAMONGASUPERIOR COURTUnitUnitUnitUnitGarageUnitUnitUnitUnitUnitUnitGarageUnitUnitUnitUnitUnitUnitUnit±55' ±55'CONDENSER SCREENROOFTOP EQUIPMENT, TYP.Floor 2Floor 3Floor 4RoofFloor 1±55'Existing Office BuildingExisting Office Building<<ASPEN AVEPROJECTENTRY DRIVEUnitUnitUnitUnitUnitGarageHAVEN AVE >>RetailUnitUnitUnitUnitUnitUnitGarageRetailUnit±55' ±55'CONDENSER SCREENROOFTOP EQUIPMENT, TYP.Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A4.0BUILDING SECTIONS0163264Section AASection BBKey PlanN.T.S.AAAABBBB Living Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchenDeck10'-10" x 6'-0"65 SQ. FT.LPlan 1-11 Bed, 1 Bath±669 SQ. FT.Net±731 SQ. FT.GrossStorage144 ft3WICL24'-0"32'-0"Plan 1-21 Bedroom / 1 Bathroom±740 SQ. FT.Net±810 SQ. FT.GrossLiving Room12'-0" x 16'-0"Master Bed12'-11" x 15'-4"KitchenDeck11'-10" x 6'-0"73 SQ. FT.WICBathLStorage144 ft324'-0"37'-0"Deck10'-10" x 7'-0"3'-0"Plan 1-1.1±697 SQ. FT.Net±761 SQ. FT.GrossLiving Room12'-0" x 16'-0"Master Bed10'-6" x 15'-4"KitchenDeck11'-10" x 6'-2"73 SQ. FT.WICBathLStorage183 ft3Plan 1-2 alt1 Bedroom / 1 Bathroom±770 SQ. FT.Net24'-0"36'-10 1/2"Living Room12'-0" x 16'-0"Master Bed11'-11" x 15'-4"KitchenDeck11'-10" x 6'-0"73 SQ. FT.WICBathLStorage144 ft3Plan 1-2 alt1 Bedroom / 1 Bathroom±689 SQ. FT.Net±756 SQ. FT.GrossStorage144 ft324'-0"33'-0 1/2"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.0UNIT PLANSONE BEDROOM0248 Living Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchenDeck10'-10" x 6'-0"65 SQ. FT.LPlan 1-41 Bed + Den, 1 Bath±812 SQ. FT.Net±881 SQ. FT.GrossStorage144 ft3WICLDen7'-8" x 11'-10"32'-2"32'-0"Plan 1-2.11 Bed + Den / 1 Bathroom±887 SQ. FT.Net±966 SQ. FT.GrossLiving Room12'-0" x 16'-0"Master Bed11'-0" x 15'-4"KitchenDeck11'-10" x 6'-0"73 SQ. FT.WICBathLStorage144 ft3Den8'-0" x 11'-0"24'-0"43'-6 1/2"Plan 1-31 Bedroom / 1 Bathroom±660 SQ. FT. Net±729 SQ. FT.GrossKitchen/DiningDeck7'-0" x 8'-2"56 SQ. FT.W/DBathWICM.Bedroom11'-0" x 12'-10"LStorage126 ft3Living Room14'-0" x 11-0"33'-10"23'-0" 24'-0"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.1UNIT PLANSONE BEDROOM0248 Plan 2-22 Bed, 2 Bath±1078 SQ. FT.Net±1155 SQ. FT.GrossDeck9'-0" x 11'-0"99 SQ. FT.KitchenBathWICW/DM. BathMaster Bed13'-6" x 11'-6"Living Room19'-4" x 11'-0"Bedroom 211'7" x 11'-0"Storage160 ft333'-6"37'-10"Living Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchenDeck11'-9" x 6'-0"71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLPlan 2-12 Bed, 2 Bath±1041 SQ. FT.Net±1117 SQ. FT.GrossLStorage144 ft3WIC36'-0"32'-0"BathDeck12'-8" x 6'-0"77 SQ. FT.BathWICKitchenW/DPlan 2-32 Bedroom / 2 Bathroom±1049 SQ. FT.Net±1153 SQ. FT.GrossWICLDining10'-0" x 12'-6"Living13'-0" x 13'-0"M. Bedroom12'-9" x 12'-2"Bedroom 211'-6" x 10'-3"Storage Storage126 ft352'-2"23'-0" 24'-0"Plan 2-1.1±1,071 SQ. FT.Net±1,149 SQ. FT.Gross3'-0"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.2UNIT PLANSTWO BEDROOMS0248 50'-2"Plan 3-13 Bed, 2 Bath±1285 SQ. FT.Net±1377 SQ. FT.GrossDeck12'-0" x 6'-0"69 SQ. FT.KitchenBathW/DM. BathLiving Room12'-4" x 15'-8"WICBedroom 311'-0" x 11'-0"Bedroom 211'-0" x 11'-0"Master Bed14'-1" x 11'-8"Dining10'-0" x 12'-6"Storage160 ft3Plan 2-42 Bedroom / 2 Bathroom±1079 SQ. FT.Net±1158 SQ. FT.GrossLiving Room12'-0" x 16'-0"Master Bed11'-10" x 13'-4"Kitchen/DiningDeck11'-10" x 6'-0"73 SQ. FT.WICBathLM. BathLMaster Bed11'-0" x 11'-4"WICStorageStorage130 ft324'-0"48'-3 1/2"32'-0"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.3UNIT PLANSTWO BEDROOM & THREE BEDROOM0248 Retail TBD16' Floor to Floor15' to Bottom of Slab5,843 SQ. FT.37'-8" 32'-0"139'-7"33'-10"173'-5"Retail TBD16' Floor to Floor15' to Bottom of Slab4,061 SQ. FT.35'-6" 37'-8"78'-6"33'-10"112'-4"15'-0" 16'-0" Floor to Floor 18" Plumbing Drop13'-6"RETAILArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.4ENLARGED PLANSRETAIL ALONG FOOTHILL BLVD04812Building A - Level 1Building B - Level 1Typical Section Retail TBD14' Floor to Floor13' to Bottom of Slab2,588 SQ. FT.31'-0"83'-6"Retail TBD14' Floor to Floor13' to Bottom of Slab2,588 SQ. FT.31'-0"83'-6" 13'-0" 14'-0" Floor to Floor 18" Plumbing Drop11'-6"RETAILArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.5ENLARGED PLANSRETAIL ALONG ENTRY DRIVE04812Building A - Level 1Building B - Level 1Typical Section LeasingLobbyOfficeWorkRoomOfficeMail CenterResidentialMedia LoungeBusiness Center /CoWorkTrashBreezeway TrashBreezeway10'-6" Floor to Floor9' to Bottom of Slab1,000 SQ. FT.10'-6" Floor to Floor9' to Bottom of Slab1,222 SQ. FT.9'-0" 10'-6" Floor to Floor AMENITIESWomen'sMen'sArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.6ENLARGED PLANSBUILDING A & B AMENITY / POOL BUILDING04812Building A - Level 1Building B - Level 1Residential Amenities:1.Media Lounge2.Business/CoWork CenterPool Building KitchenGameRoomClubroomWomen'sMen'sMen'sWomen'sCyclingWeightsFitnessBreezeway BreezewaySeating AreaYoga Studio502 SQ. FT.502 SQ. FT.1,801 SQ. FT.1,824 SQ. FT.Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A5.7ENLARGED PLANSBUILDING C AMENITY04812Building C.1 - Level 1Building C.2 - Level 1Building C.1 - Level 2Building C.2 - Level 2Residential Amenities: 3. Clubroom 4. Fitness Room 120'-0"150' Max26'-0"26'-0"26'-0"26'-0" 26'-0"26'-0"26'-0"26'-0"26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0"150'-0"26'-0"26'-0"150' Max Hose Pull 150'-0"35'-0" 36'-0" 30' to level above 30' to level above 26'-0"150' Max Hose Pull150' Max Hose Pull150' Max Hose Pull 150' Max Hose Pull24'-0"26'-0"24'-0"24'-0"120'-0"30' to level above 30' to level above 30'to level above26'-0"26'-0"24'-0"30'to level above150' Max Hose Pull150' Max Hose Pull 150' Max Hose Pull150' Max Hose Pull150' Max Hose Pull150' Max Hose Pull24'-0"Hose Pull150'-0"150'-0"30'to level above30'to level aboveEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEV EV EV EVEVEVEVEV EVEV EV EV EVEVArchitecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 9135506012030A6.0CONCEPTUAL FIRE EXHIBITFire Access Hose PullGateProject Main EntryFOOTHILL BLVDHAVEN AVENUE ASPEN STREETFire Access HammerheadLEGEND26'Fire Turn RadiusFire Hose150' Max Hose Pull Fire AccessHammerhead26'40'26'GateAERIAL APPARATUS ACCESS LANEAERIAL APPARATUS ACCESS LANERescue Window Ladder PadsFire Turn RadiusAERIAL APPARATUS ACCESS LANE AERIAL APPARATUS ACCESS LANE R 4 6 'R 2 0 '4 Story Residential Buildingwith Tuck-Under Parking4 Story Mixed-Use Buildingwith Tuck-Under ParkingFire Access HammerheadFire Access HammerheadResident Amenity at First Floorwith Residential Units AboveRetail at First Floor withResidential Units AboveRetail at First Floor withResidential Units Above Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355NTSA7.0RESIDENTIAL DETAILSBALCONY RAILINGS & GARAGE DOORSRailing Type 1: Vertical Slat Front Mount(Exact Product TBD)Railing Type 2: Metal Panel Front Mount(Exact Product TBD)Paint to Match Fiber Cement SidingWindows recessed3" from face ofbuilding claddingwith additional trimWindows recessed3" from face ofbuilding cladding 11'-6"6'-0"12'-8"Architecture + Planning17911 Von Karman Ave,Suite 200Irvine, CA 92614949.851.2133ktgy.comDESIGN REVIEW - DRC SUBMITTALMAY 18, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355A8.0BUS SHELTER25Key PlanN.T.S.43Elevation 1 - Front210248Material Legend1.Metal Panels2.Vertical Screening3.Glazing4.Bench5.Metal Canopy163Overhead Canopy:72 SF Minimum Area30" x 48"Clear FloorSpaceBenchElevation 2 - LeftElevation 3 - RearElevation 4 - Right ARROW ROUTE CIVIC CENTER DR RED OAK ST HAVEN AVENUEFOOTHILL BLVD MILLIKEN AVENUEELM AVENUESPRUCE AVENUECENTER AVENUEDEER CREEK CHANNELUTICA AVENUECHURCH S T R E E T TO W N C E N T E R D R I V E C H U R C H S T R E E T PROJECT SITE VICINITY MAP N.T.S.EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EVEVEV EV EVEV EVEVEVEVEVEVEVEVEVEVEVEVEVEVFOOTHILL BOULEVARD HAVEN AVENUEASPEN STREETPOOLCOURTYARDBUILDING "A"BUILDING "B"BUILDING "C-I"BUILDING "C-II" DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CUT - FILL MAP APN: 0208-353-02-0-000 MAY 23, 20227.94 AC. GROSS 7.71 AC. REVISED GROSS 1 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 1 FOOTHILL CENTER 10575 FOOTHILL BLVD. RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CUT - FILL MAP DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.48 AC. NET CF - 01 OWNER/DEVELOPER RC FOOTHILL HOLDINGS, LLC 23929 VALENCIA BLVD., SUITE 404 SANTA CLARITA, CA. 91355 CONTACT: JEFF WARMOTH (650) 400-6293 Email: jeffwarmoth@sbislandview.com CIVIL ENGINEER MADOLE & ASSOCIATES, INC. 9302 PITTSBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA 91730 CONTACT: MARK BERTONE (909) 481-6322 ext. 120 Email: mbertone@madoleinc.com ARCHITECT KTGY ARCHITECTURE + PLANNING 17911 VON KARMAN AVE., SUITE 200 IRVINE, CA. 92614 LANDSCAPE ARCHITECT SUMMERS MURPHY & PARTNERS 34197 PACIFIC COAST HIGHWAY DANA POINT, CA. 92629 CONTACT: TRENT NOLL (949) 443-1446 x 279 Email: tnoll@smpinc.net CONTACT: KIRSTEN HALIK (949) 221-6252 Email: khalik@ktgy.com SUITE 200 EARTHWORK QUANTITIES: 5,959 C.Y. CUT (RAW) 19,847 C.Y. FILL (RAW) NET: 13,888 C.Y. IMPORT NOTE: EARTHWORK QUANTITIES DO NOT INCLUDE EARTHWORK FOR REMEDIAL PURPOSES, OVER-EXCAVATION, OR ORGANIC REMOVAL. QUANTITIES FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFORM ALL QUANTITIES WITH ENGINEER. 0.6 FILL CONDITION - 0.6 CUT CONDITION DAYLIGHT LINE LEGEND: C / F ARROW ROUTE CIVIC CENTER DR RED OAK ST HAVEN AVENUEFOOTHILL BLVD MILLIKEN AVENUEELM AVENUESPRUCE AVENUECENTER AVENUEDEER CREEK CHANNELUTICA AVENUECHURCH S T R E E T TO W N C E N T E R D R I V E C H U R C H S T R E E T PROJECT SITE VICINITY MAP N.T.S.EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EVEVEV EV EVEV EVEVEVEVEVEVEVEVEVEVEVEVEVEV60' 47' / VAR. 13' (VAR.)(VAR.) EXIST. S'LY R/W N'LY R/W CL CONST. 40' / VAR.33'8 EXIST. PAVEMENT EXIST. SIDEWALK EXIST. CURB & GUTTER TYPICAL SECTION NO SCALE PROP. CURB & GUTTER 14' / VAR. 7' / (VAR.) 7' / (VAR.) (VAR.)(VAR.) EXIST. MEDIAN PROP. S'LY R/W 16'-10" PROP. PARKING 1% MIN. 12' / VAR.40' / VAR. 11' PROP. FRONTAGE ROADPROP. PROP. CURB PROP. PAVEMENT PROP. CURB & GUTTER 16' & 19.5' BUILDING PROP. SIDEWALK 2% 120' 60'25' 7' & 10.5'EXIST. PAVEMENT 88' 44'44' 12' (2%)(2%) R/W R/W CL 32'32'12' EXIST. PAVEMENT EXIST. SIDEWALK EXIST. CURB & GUTTER EXIST. SIDEWALK TYPICAL SECTION NO SCALE EXIST. CURB & GUTTER TYPICAL SECTION NO SCALE 134' 47'47' 20' (VAR.)(VAR.) E'LY R/W W'LY R/W CL CONST. 40' / VAR.40' / VAR.20' EXIST. PAVEMENT EXIST. SIDEWALK EXIST. CURB & GUTTER EXIST. SIDEWALK EXIST. CURB & GUTTER 14' / VAR. 7' / (VAR.) 7' / (VAR.) (VAR.)(VAR.) EXIST. MEDIAN 6 FOOTHILL CENTER 10575 FOOTHILL BLVD. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CONCEPTUAL GRADING PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CONCEPTUAL GRADING PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET CG - 01 INDEX MAP SCALE: 1"=100'SHT. 2SHT. 3SHT. 4SHT. 5OWNER/DEVELOPER RC FOOTHILL HOLDINGS, LLC 23929 VALENCIA BLVD., SUITE 404 SANTA CLARITA, CA. 91355 CONTACT: JEFF WARMOTH (650) 400-6293 Email: jeffwarmoth@sbislandview.com CIVIL ENGINEER MADOLE & ASSOCIATES, INC. 9302 PITTSBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA 91730 CONTACT: MARK BERTONE (909) 481-6322 ext. 120 Email: mbertone@madoleinc.com ARCHITECT KTGY ARCHITECTURE + PLANNING 17911 VON KARMAN AVE., SUITE 200 IRVINE, CA. 92614 LANDSCAPE ARCHITECT SUMMERS MURPHY & PARTNERS 34197 PACIFIC COAST HIGHWAY DANA POINT, CA. 92629 CONTACT: TRENT NOLL (949) 443-1446 x 279 Email: tnoll@smpinc.net APN: 0208-353-02 THE BEARING OF N89°53'38"E FOR THE CENTERLINE OF FOOTHILL BLVD., AS SHOWN ON PARCEL MAP No. 9612, P.M.B. 105 /14, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BASIS OF BEARINGS: THE CONTOURS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCHMARK: BENCHMARK NO. 10039 CITY OF RANCHO CUCAMONGA - 2" BRASS DISK IN THE CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10039 1987" AT NORTHWEST CORNER OF FOOTHILL BLVD. AND HAVEN AVE., 1 FOOT NORTH OF BEGINNING OF CURB RETURN AT SOUTHERLY END OF CATCH BASIN. ELEVATION: 1208.173' DATUM: NGVD29 BENCHMARK: UTILITY COMPANIES WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET P.O. BOX 638 RANCHO CUCAMONGA, CA. 91729 PHONE: (909) 987-2591 ELECTRIC: RCMU 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PHONE: (909) 919-2612 EMAIL: rcmu.customer@cityforc.us TELEPHONE: FRONTIER 1400 E. PHILLIPS BLVD. POMONA, CA 91766 ATTN: JERRY PAUBEL PHONE: (909) 469-6354 GAS: SOUTHERN CALIFORNIA GAS CO. 13525 12th STREET CHINO, CA 91719 PHONE: (909) 613-1531 UNDERGROUND SERVICE ALERT 811 CONTACT: KIRSTEN HALIK (949) 221-6252 Email: khalik@ktgy.com CL CENTERLINE FS FINISHED SURFACE R/W RIGHT OF WAY TC TOP OF CURB - - - - GB GRADE BREAK- AC ASPHALTIC CONCRETE- FL FLOWLINE- SD STORM DRAIN- TRW TOP OF RETAINING WALL- FG FINISHED GRADE- THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 2 OF PARCEL MAP NO. 9612, IN THE CITY OF RANCHO CUCAMONGA, OF SAID COUNTY AND STATE, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14, RECORDS OF SAID COUNTY. EXCEPTING THEREFROM ALL MINERAL RIGHTS NOT HERETOFORE OTHERWISE CONVEYED OR RESERVED BY GRANTOR, INCLUDING WITHOUT LIMITATION ALL OIL, GAS, HYDROCARBON AND SIMILAR RIGHTS, AND ALL WATER, WATER RIGHTS, GEOTHERMAL STEAM POWER, WITHIN OR UNDERLYING THE REAL PROPERTY HEREIN CONVEYED TOGETHER WITH THE PERPETUAL RIGHT OF DEVELOPMENT THEREOF; PROVIDED, HOWEVER, THAT THE RIGHTS HEREIN RESERVED AND EXCEPTED DO NOT INCLUDE THE RIGHT TO ENTER UPON THE SURFACE AND TOP 500 FEET OF THE SUBSURFACE OF THE REAL PROPERTY HEREIN CONVEYED, AS RESERVED IN THE CONVEYANCE FROM DAON CORPORATION, A DELAWARE CORPORATION, BY THE DEED RECORDED APRIL 28, 1982 AS INSTRUMENT NO. 82-08283 , OFFICIAL RECORDS. LEGAL DESCRIPTION : SUITE 200 FF FINISHED FLOOR- AREA: GROSS ACRES .............................................. 7.94 AC REVISED GROSS ACRES.............................. 7.71 AC NET ACRES .................................................... 7.48 AC TOTAL DISTURBED AREA.............................. 8.91 AC REMOVAL OF IMPERVIOUS AREA................ 3.97 AC REPLACEMENT OF IMPERVIOUS AREA....... 0.02 AC PROPOSED IMPERVIOUS AREA................... 7.70 AC TOTAL IMPERVIOUS AREA............................ 7.72 AC EARTHWORK QUANTITIES: 5,959 C.Y. CUT (RAW) 19,847 C.Y. FILL (RAW) NET: 13,888 C.Y. IMPORT NOTE: EARTHWORK QUANTITIES DO NOT INCLUDE EARTHWORK FOR REMEDIAL PURPOSES, OVER-EXCAVATION, OR ORGANIC REMOVAL. QUANTITIES FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFORM ALL QUANTITIES WITH ENGINEER. EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EVEV EV EVEV EVEVEVEVEVEVHAVEN AVENUEEXIST. CURB POOL COURTYARDTRASHEXIST. CURBEXIST. CURB (TYP.) (TYP.)(TYP.)(TYP.) (TYP.) (TYP.)(TYP.)(TYP.) (TYP.) (TYP.)(TYP.)(TYP.) (TYP.) (TYP.)N00° 06' 22"W112.50N89° 53' 38"E 129.00 N00° 06' 22"W172.00N89° 53' 38"E 125.51 N00° 06' 22"W117.00N89° 53' 38"E 405.31 N89° 53' 38"E 405.31 BUILDING "A"PROPERTY LINECENTERLINE EXISTING R/WEXISTING R/W PARCEL 1 BARTON PLAZA (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)PROPERTY LINE( TYP . ) ( TYP . )(TYP.)(TYP.)BUILDING "B" BUILDING "C-I"PROPERTY LINEA A EE8"CF(07.76 TC)(07.41 FL)(08.08 TC)(0.32%)8"CF(08.28 TC)(08.05 FL)GB8 " C F ( 0 9 . 2 8 T C ) (0.32%)(0.20%) 8 " C F ( 0 9 . 4 3 T C )8"CF;HP(09.62 TC)(0.20%)(08.26 FS)(08.76 TC)(08.48 FS)(08.98 TC)(08.86 FS)(09.36 TC)(09.19 FS)(09.69 TC)(09.37 FS)(09.87 TC)(09.61 FS)(10.11 TC)(09.67 FS)(10.17 TC)(09.10 FS)(09.60 TC)(0.22%)(0.38%)(0.48%)(0.177%)(0.177%)(0.28%)(09.63 FS)(10.13 TC)(0.04%)(0.05%)(09.74 FS)(10.24 TC)(0.06%)(0.17%)10'10'10'EXIST. MEANDERING SIDEWALK PROP. R/WPROP. R/W NO FIRE ACCESS LANESBX BUS SHELTER 3.3'16'-10"20'11'9' ( T Y P . ) 26' APPROX. 130.00' PLATFORM PLUS ENTRY RAMPS 0.40% FF = 1208.8 03.51 FL04.01 TC03.75 FS0 5 . 1 5 F S 0 4 . 4 8 F L 0 4 . 9 8 T C 0 4 . 8 2 F L 0 5 . 3 2 T C 05.74 FS06.24 TCFF = 1205.5 FS06.171.7%1.38%1%2.5%04.80 FS05.30 TCHP0.50%04.46 FL04.96 TC1.7%1.7% 1.7%1.7%1.2%1.2%0.47%1.7%FS09.00FS08.00FS07.00FF = 1209.1 FF = 1208.8 FF = 1208.1 FF = 1207.6 FF = 1208.5 FF = 1209.1 FF = 1208.8 FF = 1208.1 FF = 1208.5 0 6 . 8 4 T C 0 6 . 2 2 F L 0 6 . 7 2 T C 06.22 FS06.72 TCGB1.7%05.67 TC1.7%0 5 . 3 1 F S 0 5 . 8 1 T C 0.381%0.44% FF = 1206.8 0 8 . 2 0 F S 0 8 . 7 0 T C 08.20 FS08.70 TC08.50 FS09.00 TC0 7 . 5 0 F S 0 8 . 0 0 T C 0 6 . 2 0 F S 0 6 . 7 0 T C 06.20 FS06.70 TC1%05.70 FS0 6 . 0 0 F S07.86 FS07.90 FS0 6 . 9 0 F S05.25 FL0.82%(03.4 FS)(03.9 TC)1.7%1.7%0 7 . 8 6 F S 07.27 FS07.77TC07.04 FS07.54 TC2.9%0 6 . 1 5 T C (05.40 FS)05.90 TC(05.30 FS)05.90 TC(06.10 FS)06.60 TC(06.45 FS)06.15 TC(04.40 FS)04.90 TC0 4 . 3 0 T C (03.40 FS)03.90 TC(03.00 FS)03.50 TC(03.40 FS)03.90 TC03.00 FS03.50 TC(03.30 FS)03.50 TC(02.90 FS)03.40 TC03.00 TC(02.30 FS)02.80 TC(0 2 . 8 0 F S ) 0 3 . 3 0 T C 1.2%0.98%0 5 . 5 8 F S 3% 0 5 . 0 4 F S 0 5 . 5 4 T C0.635%FF = 1206.4 0 3 . 9 6 F S 0 4 . 4 6 T C 03.38 TC04.15 TC0.50%F S 0 4 . 2 1 03.71 FS04.21 TC01.70 FS02.20 TC1% 0 3 . 7 1 F S 0 4 . 2 1 T C2.9%(01.10 FS)01.60 TC0 2 . 9 0 F L 0 3 . 4 0 T C 00.90FS01.40 TC(01.90 FS)02.40 TC1.2%02.60 FS03.10 TC00.60 FS01.10 TC06.20 FS06.70 TC08.70 FS09.20 TC0 8 . 7 0 F S 0 9 . 2 0 T C 1.2%0 8 . 5 0 F S 0 9 . 0 0 T C 07.50 FS08.00 TC0 5 . 8 0 F S 0 6 . 3 0 T C 0 5 . 8 0 F S 0 6 . 3 0 T C 05.54 FL0.53% 1%LP05.80 FL06.25 FL0 8 . 0 8 T C 0 7 . 5 7 T C 0.93% 0 8 . 2 6 F S 1.2% 0 8 . 4 6 F S1.38%1.7%1.7%05.56 FS2.5%1.2%08.00 FS0 5 . 8 4 F L3.95%0.50%3%06.81 FS07.31 TC2.86%06.52 FS07.02 TC0.50% 0 6 . 1 4 F L2.11%2.58%06.90 FS3% 0 8 . 1 3 F L G B 2.38% 0 7 . 5 6 F S 0 8 . 1 6 T C 0 3 . 1 6 F S 0 3 . 6 6 T C04.27 TC0 3 . 4 7 F S 0 3 . 9 7 T C 06.06 FS06.56 TC1.2%05.15 FS1.7%FF = 1207.6 0 6 . 3 4 F S 0 6 . 8 4 T C FF = 1205.5 FF = 1205.5 PROP. V-GUTTER PROP. V-GUTTER CB CB CB CB PROP. SIDEWALK PROP. SIDEWALK PROP. SIDEWALKPROP. SIDEWALKPROP. V-GUTTERPROP. V-GUTTERPROP. C & G PROP. SIDEWALKPROP. SIDEWALKPROP. SEWERPROP. WATEREXIST. SEWER EXIST. WATER4%0 4 . 7 9 F S 0 5 . 0 2 F S 0 3 . 1 3 F L 0 3 . 6 3 T C 1.7%06.05 FS3.5%06.05 FS3.5%PROP. C & G PROP. C & G 04.82 FL05.32 TC1.7%PROP. C & GPROP. C & GPUEPUEPUEPUE8"CF09.45 TC8"CF09.56 TC8"CF09.64 TC0.18% 8 " C F ; H P 0 9 . 7 2 T C 8"CF08.56 TC8"CF08.74 TC8"CF08.89 TC8"CF09.12 TC8"CF09.31 TC8"CF09.38 TC0 7 . 7 8 F L 0 8 . 4 5 T C 8. 6 7 F S 0 9 . 1 7 T C 1.7%2%0.16%1.7%MAX0 8 . 4 5 F S 0 8 . 9 5 T C 6 " C F 0 9 . 2 4 T C 1.7%1.7%6 " C F 0 8 . 9 8 T C 0 7 . 7 2 F L 0 8 . 2 2 T C 0.40% 0 8 . 2 9 F S 0 8 . 7 9 T C 07.62 FS08.12 TC0 7 . 6 5 F S 0 8 . 1 5 T C 8 " C F 6 " C F 06.70 FL08.20 TC06.75 FL07.25 TCLP1. 3 % 0 7 . 9 2 F L 0 8 . 4 2 T C H P L P 0 8 . 5 6 F S 0 9 . 0 6 T C 8"CF09.22 TC1.8%0 7 . 9 2 F L 0 8 . 4 2 T C 0.40%0.40% FF = 1208.8 FF = 1208.8 08.80 FL08.85 FL6 " C F 0 9 . 2 8 T C 0 8 . 6 4 F L 0 9 . 1 4 T C 6 " C F 0 9 . 2 2 T C 6 " C F ; H P 0 9 . 3 3 T C 0 8 . 1 6 F L 0 8 . 6 6 T C 08.57 FL09.07 TC1%3%0.40%HPFF = 1209.3FF = 1209.0 0 8 . 0 8 F L 0 8 . 5 8 T C 09.64 FS10.14 TC1.7%1.7%FS; HP10.00PROP. STORM DRAIN PROP. STORM DRAINPROP. STORM DRAINPROP. STORM DRAINPROP. STORM DRAIN05.17 FS0 6 . 0 8 T C 0 6 . 3 4 F S (0 5 . 6 5 F S )03.77 FS(0 3 . 8 0 F S )03.65 FL(02.50 FS)10'0 7 . 5 8 F L 0 7 . 0 7 F L PROP. STORM DRAIN PROP. STORM DRAIN 26'(06.60 FS)07.10 TC0 7 . 4 0 T C (0 6 . 9 0 F S )2%07.29 FL07.79 TC3.9%(0 7 . 1 8 F S ) 0 7 . 6 8 T C (07.61 FS)08.11 TC(07.09 FS)07.59 TC(06.30 FS)06.80 TC0 6 . 2 4 F L 0 6 . 7 4 T C(07.40 FS)07.90 TC(0 6 . 9 2 F S ) 0 7 . 4 2 T C (0 7 . 0 2 F S ) 0 7 . 5 2 T C (0 5 . 9 2 F S ) 0 6 . 4 2 T C (05. 7 7 F S ) 06. 2 7 T C (06. 4 0 F S ) 06.9 0 T C (0 6 . 2 4 F S ) 0 6 . 7 4 T C (0 6 . 6 5 F S ) 0 7 . 1 5 T C (7 . 3 2 F S ) 0 7 . 8 2 T C 24' 13'21'13'17' 13' 11'26'17'15'20'3'22'9' 9'20'3'20'3'9'26'18' 16'14'17'9' 9'9'9' 9' 17'26'17'9'18'18'12'26'26' 8' 9' 9'26'26'26'4'26'7'26'10'10'3' 20'18'9' 7'17'17'17'25'45'32'18' 26'14'14' 9' 5'9'20' 68' 58'10'60'13'47'26' 10'26'26'26'24'9'5'9'18'29' 9' 13'21'15'15'35'8.33' 10' 12'12' 26'14'14' 68' 17'17'17'9'45'24' 20'10'10'35'24'9' 35'35'17'9' 7'5'8'11'31' 3' 5' 6'6'8' 5'9'9'6'8' 13'14'26'18'9' 12'5'18' 13' 14'5'8'8'6'5'5' 24'9'9' 24'9' 24' FOOTHILL BLVD. EXIST. CURB F F 5'10.5'(TYP.) 9' (TYP.) 9'(TYP.)18'(TYP.)18'(TYP.)18'6 FOOTHILL CENTER 10575 FOOTHILL BLVD. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CONCEPTUAL GRADING PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CONCEPTUAL GRADING PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET CG - 02SEE SHEET CG-03SEE SHEET CG-04 EVEVEVEVEVEVEVEVEV EV EVEV EV EV EVEV EVEVEVEVEVEVEVEVEVEVTRASHTRASHN89° 53' 38"E 405.31 N00° 06' 22"W 117.00N89° 53' 38"E 184.14 N00° 06' 22"W172.00N89° 53' 38"E 135.00 PARCEL 3 CIVIC CENTER PLAZA BUILDING "C-II"ASPEN STREETBUILDING "B" BB 8 " C F ( 0 9 . 2 8 T C ) 8 " C F ( 0 9 . 4 3 T C )8"CF(09.21 TC)8"CF;HP(09.62 TC)(0.20%)(0.20%)8"CF(08.66 TC)8"CF(09.03 TC)(09.67 FS)(10.17 TC)(09.63 FS)(10.13 TC)(0.04%)(0.05%)(09.74 FS)(10.24 TC)(0.06%)(09.67 FS)(10.17 TC)(09.69 FS)(10.19 TC)(09.66 FS)(10.16 TC)(0.04%)(0.17%)(0.06%)(09.59 FS)(10.09 TC)(0.14%)(09.87 FS)(10.37 TC)(0.28%)( 0 9 . 7 3 F S ) ( 1 0 . 2 3 T C )(09.86 FS)(10.36 TC)(09.83 FS)(10.33 TC)(09.82 FS)(10.32 TC)(0.02%)(0.06%)(0.02%)(09.93 FS)(10.43 TC)(0.26%) (0.20%)10'10'10'EXIST. MEANDERING SIDEWALK PROP. R/W PROP. R/W SBX BUS SHELTER 16'-10"26' APPROX. 130.00' PLATFORM PLUS ENTRY RAMPS 0 5 . 1 5 F S 0 4 . 4 8 F L 0 4 . 9 8 T C 0 4 . 8 2 F L 0 5 . 3 2 T C 05.74 FS06.24 TCFS06.171.7%1.38%1%2.5%0 3 . 8 7 F S04.80 FS05.30 TCHP0.50%0.50%04.46 FL04.96 TC0 3 . 3 8 F L 0 3 . 8 8 T C 1.7%1.7% 1.7%1.7%1.2%1.7%FS09.00FS08.00FS07.00FF = 1209.1 FF = 1208.8 FF = 1208.1 FF = 1207.6 FF = 1208.5 FF = 1209.1 FF = 1208.8 FF = 1208.1 FF = 1208.5 0 6 . 8 4 T C 0 6 . 2 2 F L 0 6 . 7 2 T C 06.22 FS06.72 TCGB1.7%08.50 FS09.00 TC0 7 . 5 0 F S 0 8 . 0 0 T C07.90 FS0 6 . 9 0 F S FF = 1206.806.20 FS06.70 TC0 6 . 2 0 F S 0 6 . 7 0 T C08.70 FS09.20 TC0 8 . 7 0 F S 0 9 . 2 0 T C 1.2%0 8 . 5 0 F S 0 9 . 0 0 T C FF = 1206.807.50 FS08.00 TC(05.00 FL)06.87 FL07.37 TC05.87 FL06.37 TC0 6 . 2 0 F S 0 6 . 7 0 T C06.20 FS06.70 TC0.77%0.77%05.25 FLLP05.80 FL06.25 FL0 8 . 0 8 T C 0 7 . 5 7 T C 1.2%0 5 . 6 0 F L 06.29 FL0.93% 0 8 . 2 6 F S 1.2% 0 8 . 4 6 F S1.38%1.7%1.7%03.65 FS04.15 TC(0 3 . 0 0 F S ) 0 3 . 5 0 T C (02.95 FS)03.45 TC1.2%08.00 FS3% 0 6 . 1 4 F L 05.75 FL0.50% 0 7 . 2 1 F S 0 7 . 7 1 T C 06.90 FS3% 0 8 . 1 3 F L G B 2.38% 0 7 . 5 6 F S 0 8 . 1 6 T C 06.64 FL07.14 TC06.80 FS07.30 TC3% (0 4 . 0 0 F S ) (0 4 . 5 0 T C )04.92 FS05.42 TC2.45%06.06 FS06.56 TC1.2%05.15 FS1.7%FF = 1207.6 0 6 . 3 4 F S 0 6 . 8 4 T C (03.00 FS)03.50 TC02.10 TC0 2 . 1 0 T C05.37 FS05.87 TC0 5 . 9 1 T C 1.2%05.72 FL06.22 TC05.49 FL05.99 TC04.34 FS04.84 TC04.92 FS05.42 TC(0 8 . 0 0 F S ) 0 8 . 5 0 T C (07 . 81 FS )08. 31 TC (0 7 . 3 4 F S ) 0 7 . 8 4 T C 1.2% 0 3 . 5 0 F S 0 4 . 0 0 T C 03.50 TC03.26 FS03.76 TC1% MIN1% MIN0 2 . 9 0 F L 0 3 . 4 0 T C 0 3 . 5 5 F L 0 4 . 0 5 T C (02.20 FS)02.70 TC(0 2 . 3 5 F S ) 0 2 . 8 5 T C (02.45 FS)02.95 TC0 3 . 0 0 T C (00.90 FS)01.40 TC(02.40 FS)02.90 TC(02.50 FS)03.00 TCPROP. V-GUTTER CB CB CB CB CB CB PROP. V-GUTTERPROP. SIDEWALK PROP. SIDEWALK PROP. C & G PROP. SIDEWALKPROP. SIDEWALKPROP. SEWERPROP. WATEREXIST. SEWER EXIST. WATER 1.7%06.05 FS3.5%06.05 FS3.5%PROP. C & G 04.82 FL05.32 TC1.7%G BPROP. C & GPROP. C & G(03.00 FS)03.50 TC(0 3 . 4 0 F S ) 0 3 . 9 0 T C PUEPUEPUE8"CF09.45 TC8"CF09.56 TC8"CF09.64 TC8"CF09.63 TC0.18% 8 " C F ; H P 0 9 . 7 2 T C8"CF09.31 TC8"CF09.38 TC0.16%1.7%MAX0 8 . 4 5 F S 0 8 . 9 5 T C 6 " C F 0 9 . 2 4 T C 1.7%1.7%0 7 . 9 2 F L 0 8 . 4 2 T C 0.40% FF = 1208.8 08.80 FL08.85 FL6 " C F 0 9 . 6 1 T C 6 " C F 0 9 . 2 8 T C 0 8 . 6 4 F L 0 9 . 1 4 T C 6 " C F 0 9 . 2 2 T C 6 " C F ; H P 0 9 . 3 3 T C 0 8 . 1 6 F L 0 8 . 6 6 T C 08.57 FL09.07 TC1%3%0.40%HP08.35 FL08.85 TC2.3%0.40% FF = 1209.3FF = 1209.0 0 8 . 0 8 F L 0 8 . 5 8 T C 8"CF09.36 TC8"CF09.27 TC8"CF08.87 TC8"CF09.07 TC8 " C F 0 9 . 0 7 T C8"CF09.45 TC09.64 FS10.14 TC1.7%1.7%FS; HP10.00PROP. STORM DRAIN PROP. STORM DRAIN PROP. STORM DRAINPROP. STORM DRAIN0 6 . 3 4 F S 0 7 . 5 8 F L 0 7 . 0 7 F L 0 5 . 4 1 F S (0 2 . 5 0 F S ) 1.67%7.50 FL08.00 TCLPPROP. STORM DRAIN PROP. STORM DRAIN 9' 5' 9' 26'(06.70 FS)07.40 TC0 7 . 4 0 T C (0 6 . 7 0 F S )7.9%0 7 . 7 9 F L 0 8 . 2 9 T C 0.40% 6 " C F 0 8 . 4 0 T C G B 1.5%0" CF 0" CF (0 7 . 7 1 F S ) 0 8 . 2 1 T C (06.65 FS)07.15 TC(06.84 F S)07.34 T C (05.85 FS)06.35 TC0 6 . 2 4 F L 0 6 . 7 4 T C (07.15 FS)07.65 TC(07.04 FS)07.54 TC(06.63 F S)07.13 T C (06.84 FS)07.34 TC(06.22 F S)06.72 T C (06.16 F S)06.66 T C(07.07 FS)07.77 TC(07.27 FS)07.97 TC(07 .26 FS )07.76 TC(06.45 FS)06.95 TC(06.67 FS)07.37 TCEXIST. CURB (TYP.) (TYP.) (TYP.) (TYP.) EXISTING R/W EXISTING R/W EXISTING R/W(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.) ( TYP . ) ( TYP . )(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)13'21' 18'14'26'17'16'9' 9' 9'20'3'20'3'9'26'14' 14'14'15'16'9'9' 9' 9' 9'24'7' 14'24'18'17'26'6'9'18'18'26'26'20' 9'18'7'26'4'10'13'32'26'17'17'10'25'25'27'45'32'14' 26'14'9'13'47'13'21'15'15' 12'12' 26' 68' 11'45'24' 20'10'13'9'17'16'10' 24'9' 35' 35'15'9' 8'9'9'6'8' 16'14'18'9' 16' 14' 15'8'12'8'5'5'6'6'5'5' 24'9'9' 24'9'24'26'26' 27'24'24' FOOTHILL BLVD. A A 32'5'16'(TYP.) G G5'(TYP.) 9' (TYP.) 9'(TYP.)18'(TYP.)18'(TYP.)18'6 FOOTHILL CENTER 10575 FOOTHILL BLVD. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CONCEPTUAL GRADING PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CONCEPTUAL GRADING PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET CG - 03SEE SHEET CG-02SEE SHEET CG-05 X XEVEVEVEVEVEVEVEV EVEVEVEVEV EV EVEV EVEVEV EV EVEV EVEVHAVEN AVENUEPOOL COURTYARDTRASH N00° 10' 24"W52.50N89° 53' 38"E 157.50 N00° 06' 22"W112.50N89° 53' 38"E 129.00 N00° 06' 22"W172.00N89° 53' 38"E 1275.39 BUILDING "A"PROPERTY LINEPROPERTY LINEBUILDING "C-I" WQMP 10'10'10'36'03.51 FL04.01 TC03.75 FS0 5 . 1 5 F S 0 4 . 4 8 F L 0 4 . 9 8 T C 0 4 . 8 2 F L 0 5 . 3 2 T C 05.74 FS06.24 TCFF = 1205.5 FS06.171.7%04.80 FS05.30 TCHP0.50%04.46 FL04.96 TC1.7%1.7%1.2%1.2%0.47%1.7%FS07.00FF = 1207.6 0 6 . 8 4 T C 0 6 . 2 2 F L 0 6 . 7 2 T C 06.22 FS06.72 TCGB1.7%05.67 TC1.7%0 5 . 3 1 F S 0 5 . 8 1 T C 0.381%0.44% FF = 1206.8 0 6 . 2 0 F S 0 6 . 7 0 T C 06.20 FS06.70 TC1%05.70 FS0 6 . 0 0 F S 0 6 . 9 0 F S05.25 FL(03.4 FS)(03.9 TC)0 4 . 9 0 F S 0 5 . 4 0 T C 04.90 FS05.40 TC(04.40 FS)04.90 TC0 4 . 3 0 T C (00.95 FS)01.45 TC(01.70 FS)02.20 TC(03.40 FS)03.90 TC(03.00 FS)03.50 TC(03.40 FS)03.90 TC03.00 FS03.50 TC(98.8 FS)(99.7 FS)(03.30 FS)03.50 TC(02.90 FS)03.40 TC03.00 TC(02.30 FS)02.80 TC(0 2 . 8 0 F S ) 0 3 . 3 0 T C 0.98%0 5 . 5 8 F S 3% 0 5 . 0 4 F S 0 5 . 5 4 T C0.635%FF = 1206.4 0 4 . 2 7 F S3%1.2%04.66 FS04.94 TC0 4 . 0 5 F L 0 4 . 5 5 T C03.40 FS0.58%3%1.2%02.46 FL02.96 TC04.44 TC02.91 FL03.41 TC03.71 FS04.21 TC0 4 . 6 8 T C 3%03.17 FL03.67 TC03.57 FL04.07 TC0 0 . 4 9 F S 0 3 . 9 6 F S 0 4 . 4 6 T C 02.88 FL03.38 TC04.15 TC0.50%F S 0 4 . 2 1 03.71 FS04.21 TC01.70 FS02.20 TC0 2 . 7 5 F L 0 3 . 2 8 T C 1% 0 3 . 7 1 F S 0 4 . 2 1 T C2.9%1.7%3%1.75%(00.39) FS00.89 TC(00.74) FS01.24 TC00.83 FS01.33 TC(01.10 FS)01.60 TC99.23 FL99.73 TC99.48 FL99.98 TC99.58 FL00.08 TC1.48% 0.50% 0 2 . 9 0 F L 0 3 . 4 0 T C 00.90FS01.40 TC(00.90 FS)01.40 TC(00.60 FS)01.10 TC(01.90 FS)02.40 TC1.2%02.60 FS03.10 TC00.60 FS01.10 TC0 4 . 9 0 F S 0 5 . 4 0 T C 06.20 FS06.70 TC0 5 . 8 0 F S 0 6 . 3 0 T C 99.43 FL99.73 TCLP00.28 FS00.78 TC2%HP00.35 FS3.5%04.44 FS04.94 TC1.2%05.56 FS2.5%1.5%0 5 . 8 4 F L 0 6 . 1 4 F L 06.90 FS04.05 FL04.55 TC99.00 FL99.50 TC01.20 FS01.70 TC0 2 . 6 4 F S 0 3 . 1 4 T C 0 2 . 8 2 F S 0 3 . 3 2 T C 0 3 . 0 0 F S 0 3 . 5 0 T C 01.79 FS02.29 TC0 3 . 1 6 F S 0 3 . 6 6 T C04.27 TC0 3 . 4 7 F S 0 3 . 9 7 T C 04.22 FS1.36%GB(96.3 FS)0"CF(96.7 FS)0"CF1.7%02.83 FL0"CF7.5%0 0 . 9 0 F S 0 1 . 7 7 F S 00.80FS3.1%4.5% 9 9 . 5 0 F S 9 9 . 4 0 F S 9 7 . 0 0 F S 7.5%02.95FS02.85FS97.239-6"R06.06 FS06.56 TC1.2%05.15 FS1.7%FF = 1207.6 0 6 . 3 4 F S 0 6 . 8 4 T C 03.87 FL04.37 TC0.50%GBFF = 1205.5 FF = 1205.5 PROP. V-GUTTER CB CB CB CB CB CB PROP. SIDEWALKPROP. SIDEWALKPROP. SIDEWALKPROP. V-GUTTERPROP. V-GUTTERPOOL R / R EXIST. SEWER EXIST. WATER4%0 4 . 7 9 F S 0 5 . 0 2 F S 0 3 . 1 3 F L 0 3 . 6 3 T C 1.7%06.05 FS3.5%06.05 FS3.5%PROP. C & G PROP. C & G 04.82 FL05.32 TC1.7%CB CB PROP. C & G PROP. C & G 03.29 FS02.77 FS3%3%8.9%0.6%GB02.85 FL03.35 TC3%0.58%3%3%0.58%GBGB 01.81FS01.73FSPROP. C & GPROP. C & G99.59 FL00.09 TC9 9 . 7 4 F S 0 0 . 2 4 T C 2%2%2%(98.2 FG)04.7 FG(97.5 FG)05.50 FS(98.0 FG)04.7 FG( 9 8 . 1 F G ) 0 3 . 9 F G (98.0 FG)99.7 FG (97.5 FG)00.4 FG2.9' RET1.7' RET5. 8 ' R E T (97.5 FG)02.0 FG4.5' RET6.7' RET8.0' RET6.5' RETPUEPUEPUEPUEPROP. STORM DRAIN PROP. STORM DRAINPROP. STORM DRAIN PROP. STORM DRAIN05.17 FS0 6 . 0 8 T C 0 6 . 3 4 F S 03.77 FS(0 3 . 8 0 F S )03.65 FL(02.50 FS)10'0 4 . 1 8 F S 04.44 FS03.94 FL(96.30 FS)96.80 TC(96.73 FS)97.23 TC01.96 FS02.46 TC26'99.65 FS96.39 FS9 6 . 6 7 F S(96.60 FS)97.10 TC9.1%99.70 FS01.21 FLGB0 6 . 2 4 F L 0 6 . 7 4 T C D D EE C C (TYP.) (TYP.)(TYP.)(TYP.) (TYP.)(TYP.)(TYP.) (TYP.)EXISTING R/W(TYP.)(TYP.)(TYP.)(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.) (TYP.)(TYP.)(TYP.)(TYP.) 17' 13'17'11'11'26'17'15'9' 7' 9'9' 9' 9' 9'20'3'9'26'14' 14'14'17'9' 9'9' 9' 9' 9' 17'26'17'10'14'9' 17' 17'17'26'3'20'12'7'26'9'18'18'18'18'12' 12' 23'36'26'26' 8' 9' 9'4'26'26'26'17'17'26' 9'26' 10'26'9' 5'18'9'5'9'18'9' 12'12' 26' 14'26'26' 17'17'17'9'10' 10' 10' 24' 35' 35'15'6'6'8' 5'6'18'9' 18' 14'6'5'5' 24' 9'9'N00° 06' 22"W381.506 FOOTHILL CENTER 10575 FOOTHILL BLVD. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CONCEPTUAL GRADING PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CONCEPTUAL GRADING PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET CG - 04SEE SHEET CG-05SEE SHEET CG-02 X XEVEVEVEV EVEVEVEVEV EV EVEV EV EV EVEV EVEVEVEVEVEVEVEVPOOL COURTYARD TRASHN00° 06' 22"W172.00N89° 53' 38"E 135.00 N00° 06' 22"W126.00N89° 53' 38"E 139.00 N00° 06' 22"W39.00BUILDING "C-II" WQMP10'10'10'10'35'26' 0 5 . 1 5 F S 0 4 . 4 8 F L 0 4 . 9 8 T C 0 4 . 8 2 F L 0 5 . 3 2 T C 05.74 FS06.24 TCFS06.171.7% 0 3 . 8 7 F S04.80 FS05.30 TCHP0.50%0.50% FF = 1205.504.46 FL04.96 TC0 3 . 3 8 F L 0 3 . 8 8 T C 1.7%1.7%1.2%1.7%FS07.00FF = 1207.6 0 6 . 8 4 T C 0 6 . 2 2 F L 0 6 . 7 2 T C 06.22 FS06.72 TCGB1.7%0 6 . 2 0 F S 0 6 . 7 0 T C1%0 6 . 0 0 F S 0 6 . 9 0 F S 04.90 FS05.40 TC1.2%04.66 FS04.94 TC0 4 . 0 5 F L 0 4 . 5 5 T C1.2%04.44 TC0 4 . 9 0 F S 0 5 . 4 0 T C 04.90 FS05.40 TCFF = 1206.806.20 FS06.70 TC0 6 . 2 0 F S 0 6 . 7 0 T C FF = 1206.8 (05.00 FL)05.25 FL05.80 FL06.25 FL1.2%04.44 FS04.94 TC1.2%0 3 . 3 1 F S 0 3 . 8 1 T C 1.03%03.97 FS03.64 FS04.14 TC1.5%VAR3%03.65 FS04.15 TC(0 3 . 0 0 F S ) 0 3 . 5 0 T C (02.95 FS)03.45 TC0 5 . 8 4 F L 0 6 . 1 4 F L 06.90 FS04.05 FL04.55 TC0 2 . 7 1 F L 0 3 . 2 1 T C (0 4 . 0 0 F S ) (0 4 . 5 0 T C )(97.00 FS)JOIN EXIST.(9 7 . 5 7 F S ) J O I N E X I S T .04.18 FS3%3%04.22 FS1.36%GB0 2 . 7 8 F L 0 3 . 2 8 T C 04.92 FS05.42 TC2.45%06.06 FS06.56 TC1.2%05.15 FS1.7%FF = 1207.6 0 6 . 3 4 F S 0 6 . 8 4 T C (03.00 FS)03.50 TC(01.60 FS)02.10 TC(0 1 . 6 0 F S ) 0 2 . 1 0 T C (00.70 FS)01.20 TC(0 0 . 9 0 F S ) 0 1 . 4 0 T C 99.70 FS00.20 TC04.68 TC(00.2 FG)03.5 FG03.87 FL04.37 TC0.50%GB0.50%03.37 FL03.87 TCGB0 3 . 4 0 F S 0.50%04.47 TC03.02 FL03.52 TC(98.70 FS)0"CF(98.40 FS)98.90 TC(99.27 FS)99.77 TC(00.00 FS)99.20 FL00.50 TC99.00 FL99.50 TC98.00 FL98.50 TC9 8 . 6 4 F L 9 9 . 1 4 T C05.37 FS05.87 TC1.2%04.34 FS04.84 TC04.92 FS05.42 TC0.88%99.11 FS99.61 TC03.16 FL9 9 . 9 4 F S 2.1%99.39 FLGB0.88%2.3%00.77 FS01.27 TC98.73 FS9 8 . 4 8 F S7.4%6.85%1.2% 0 3 . 5 0 F S 0 4 . 0 0 T C 02.80 FS03.30 TC03.00 FS03.50 TC03.26 FS03.76 TC03.50 FS04.00 TC02.55 FS03.05 TC02.35 FS02.85 TC03.24 FS1% MIN1% MIN0 2 . 9 0 F L 0 3 . 4 0 T C 02.70 FL03.20 TC0 3 . 5 5 F L 0 4 . 0 5 T C (02.20 FS)02.70 TC(0 2 . 3 5 F S ) 0 2 . 8 5 T C FF = 1205.5 FF = 1205.5 (02.45 FS)02.95 TC0 3 . 0 0 T C (00.90 FS)01.40 TC(0 0 . 3 0 F S ) 0 0 . 8 0 T C (0 0 . 5 5 F S ) 0 1 . 0 5 T C (02.40 FS)02.90 TC(02.50 FS)03.00 TC(00.00 FS)00.50 TCPROP. V-GUTTER CB CB CB CB CB CB CB CB CB PROP. C & GPROP. C & G PROP. V-GUTTERPROP. SIDEWALK PROP. SIDEWALK POOL R / R EXIST. SEWER EXIST. WATER0 4 . 7 9 F S 1.7%06.05 FS3.5%06.05 FS3.5%PROP. C & G 04.82 FL05.32 TC1.7%01.67 FSG B 0 3 . 8 0 F S GBPROP. C & GPROP. C & G2%2%2%(98.2 FG)04.7 FG (97.5 FG)05.50 FS(98.0 FG)04.7 FG6.7' RET8.0' RET6.5' RET3.3' RET(0 0 . 3 F G ) 0 2 . 5 F G 2. 2 ' R E T (99.5 FG)99.4 FG (03.00 FS)03.50 TC(0 3 . 4 0 F S ) 0 3 . 9 0 T C (9 9 . 8 0 F S ) 0 0 . 3 0 T C (00.00 FS)00.50 TC(00.30 FS)00.80 TCPUEPUEPUEPUE(00.1 FG)0.70 FG 0.6' RETPROP. STORM DRAIN PROP. STORM DRAINPROP. STORM DRAINPROP. STORM DRAIN PROP. STORM DRAIN 0 6 . 3 4 F S (0 2 . 5 0 F S )04.44 FS03.94 FL02.14 FL02.64 TC01.80 FL02.30TC00.00 FL7.9%99.967-6"R01.73FSFS3.46FS98.78FS99.78FS3.540 6 . 2 4 F L 0 6 . 7 4 T C ASPEN STREETBB C C D D (TYP.)EXISTING R/W(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.) (TYP.) (TYP.)(TYP.) (TYP.) (TYP.)(TYP.)26'17'16'9' 9' 9' 9' 9'9' 9'9'20'3'9'26'14' 16'14'15'16'9' 9' 9' 9' 9' 9' 9'10'14'9' 17' 26'24'7' 14'24'5'4'17'26'3'20'17'12'7'26'18'18'18'18'17'26'6' 26'9'18'18'26'26'26'17'17'17'26' 9' 5'18'12'12' 26'9'17'16'10' 10' 24' 35' 35'15'6'18'9' 14'6'6'5'5'5'24'24' 9'9' N89° 53' 38"E 1275.39 N00° 06' 22"W381.006 FOOTHILL CENTER 10575 FOOTHILL BLVD. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CONCEPTUAL GRADING PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CONCEPTUAL GRADING PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET CG - 05SEE SHEET CG-04SEE SHEET CG-03 (VAR.) PROP. 6" CURB & GUTTER 16' & 19.5' ℄ PROP. SIDEWALK BUILDING 2% SECTION A-A SCALE: 1"=5' FOOTHILL BLVD. 11' PROP. FRONTAGE ROAD 1% MIN. 16'-10" PROP. PARKING PROP. 6" CURB ONLY 8' EXIST. PAVEMENT EXISTR/W PROP.R/W 33' 7' (VAR.) EXIST. MEDIAN (VAR.) PROP. 1% MIN. PROP. 6" CURB & GUTTERPROP. PAVEMENT 60' 12' (VAR.) 25' LANES 7' & 10.5' 17' PARKING (TYP.) PROP. 6" CURB & GUTTER 1% MIN AISLE 1% MIN. ℄ 44' EXIST CURB & GUTTER 11' 12'EXIST. LANDSCAPE 4' SIDEWALK E'LYPL 32' VARIES (2%) SECTION B-B SCALE: 1"=5' ASPEN STREET 26' EXIST. GROUNDPROP. AC PAVEMENT VARIES 26'17' PARKING 1.2% EXIST. 6" CURB 1% MIN PROP. X-GUTTER SECTION E-E SCALE: 1"=5' ℄ 64.5' EXIST CURB & GUTTER 11.8' 9'EXIST. LANDSCAPE 5' SIDEWALK E'LYPL 55.5' VARIES HAVEN AVENUE EXIST. GROUND AISLE 1% MIN.(2%) 17' PARKING (TYP.) AISLE 36' 1% MIN. PARKING PROP. AC PAVEMENT 36' SECTION D-D SCALE: 1"=5' 11'-12.25' S'LYP/L 2'-3.5'8.75'-9' PROP. 6' HIGH FENCE PROP. RET. WALL 2% PROP. 6" CURB & GUTTER 1% MIN.1% MIN. PROP. AC PAVEMENT (0' MIN. - 4.4' MAX. RET) 11.4'-12.4' S'LYP/L 8.9'-9.9' 17' PARKING (TYP.) PROP. 6" CURB & GUTTER PROP. RET. WALL (3.3' MIN.- 8' MAX. RET) AISLE 1% MIN.1% MIN. PROP. AC PAVEMENT 26' SECTION C-C SCALE: 1"=5' 2% 6" CURB ONLY BUILDING PARKING W/ HANGER 6.5'23.6' 2% EXIST. GROUND PROP. 6' HIGH FENCE 2.5'-3.5' (VAR.) PROP. 8" CURB & GUTTER 6' ℄ PROP. SIDEWALK 2% SECTION F-F SCALE: 1"=5' FOOTHILL BLVD. 11' PROP. FRONTAGE ROAD 20' LANDSCAPE PROP. 6" CURB ONLY EXIST. PAVEMENT EXISTR/W PROP.R/W 33' 1% MIN. PROP. 6" CURB & GUTTER PROP. PAVEMENT 60' LANES EXIST. GROUND (VAR.) EXIST. LANDSCAPE 11.5' 2% MIN. 4.7' 3' EXIST. MEDIAN 9' (VAR.) EXIST. PAVEMENT 21.7' (VAR.) PROP. 8" CURB & GUTTER 6' ℄ PROP. SIDEWALK 2% SECTION G-G SCALE: 1"=5' FOOTHILL BLVD. 11' PROP. FRONTAGE ROAD 4' VARIES EXIST. PAVEMENT EXISTR/W PROP.R/W 33' 60' LANES EXIST. GROUND(VAR.) 5' 2% MIN. 4.7' 21.7' EXIST. LANDSCAPE 1% MIN. 16'-10" PROP. PARKING PROP. 6" CURB ONLY 1% MIN. PROP. 6" CURB & GUTTERPROP. PAVEMENT 11' (VAR.) EXIST. MEDIAN LANDSCAPE 6 FOOTHILL CENTER 10575 FOOTHILL BLVD. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA CONCEPTUAL GRADING PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR CONCEPTUAL GRADING PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET CG - 06 EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EVEVEV EV EVEV EVEVEVEVEVEVEVEVEVEVEVEVEVEV660'660'660'660'FOOTHILL BOULEVARD HAVEN AVENUEASPEN STREETAPN: 1077-661-02 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-661-01 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-25 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-15 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-16 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-17 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-22 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-29 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-24 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-30 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 1077-423-28 EXISTING ZONING: MU CITY CORRIDOR HIGHAPN: 1077-423-27 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 0208-331-44 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 0208-331-43 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 0208-216-82 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 0208-331-47 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 0208-331-48 EXISTING ZONING: MU CITY CORRIDOR HIGH APN: 0208-353-05 EXISTING ZONING: CITY CENTER APN: 0208-353-04 EXISTING ZONING: CITY CENTER APN: 0208-353-03 EXISTING ZONING: CITY CENTER APN: 0208-353-01 EXISTING ZONING: CITY CENTER APN: 0208-353-03 EXISTING ZONING: CITY CENTER APN: 0208-353-23 EXISTING ZONING: OFFICE EMPLOYMENT DISTRICT APN: 0208-353-19 EXISTING ZONING: OFFICE EMPLOYMENT DISTRICT APN: 0208-353-20 EXISTING ZONING: OFFICE EMPLOYMENT DISTRICT APN: 0208-353-21 EXISTING ZONING: OFFICE EMPLOYMENT DISTRICT APN: 0208-222-15 EXISTING ZONING: OFFICE EMPLOYMENT DISTRICT APN: 0208-232-14 EXISTING ZONING: CITY CENTER APN: 0208-353-11 EXISTING ZONING: CITY CENTER APN: 0208-353-10 EXISTING ZONING: CITY CENTER APN: 0208-353-15 EXISTING ZONING: CITY CENTER PARCEL 2, P.M. No. 9612 ARROW ROUTE CIVIC CENTER DR RED OAK ST HAVEN AVENUEFOOTHILL BLVD MILLIKEN AVENUEELM AVENUESPRUCE AVENUECENTER AVENUEDEER CREEK CHANNELUTICA AVENUECHURCH S T R E E T TO W N C E N T E R D R I V E C H U R C H S T R E E T PROJECT SITE VICINITY MAP N.T.S. DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA SITE UTILIZATION MAP APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 FOOTHILL CENTER 10575 FOOTHILL BLVD. RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR SITE UTILIZATION MAP DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET SU - 01 1 EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EV EV EVEV EVEVEVEVEVEVHAVEN AVEEXIST. CURB POOLEXIST. CURBEXIST. CURB (TYP.) (TYP.)(TYP.)(TYP.) (TYP.) (TYP.)(TYP.)(TYP.) (TYP.) (TYP.)(TYP.)(TYP.) (TYP.) (TYP.)N00° 06' 22"W112.50N89° 53' 38"E 129.00 N00° 06' 22"W172.00N89° 53' 38"E 125.51 N00° 06' 22"W117.00N89° 53' 38"E 405.31 N89° 53' 38"E 405.31 BUILDING "A"PROPERTY LINECENTERLINE EXISTING R/WPARCEL 1 BARTON PLAZA (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)PROPERTY LINE( TYP . ) ( TYP . )(TYP.)(TYP.)BUILDING "B"BUILDING "C-I"BUILDING "C-II"PROPERTY LINER=10' EXIST. R/W PROP. R/WPROP. R/W DESIGN SPEED OF 15 M.P.H. AT ENTRY PROP. R/W NO FIRE ACCESS R=30' R=30'LANELANELANER=15' R=20'LANESBX BUS SHELTER 445' 24' 13'21'13'17'13' 11'26'17'15'20'3'22'9' 9'20'3'20'3'9'26'14' 14'14'17'9' 9'9'9' 9' 17'26'17'9'18'18'12'26'26'8' 9' 9'26'26'26'4'26'7'26'10'10'3'20'18'9' 7'17'17'25'45'32'14' 26'8'14' 9' 5'9'20' 68' 58'10' 26'10'26'26'26'9'5'9'18'29' 9'27'44' 9'9' 9'9' 9'(17')(60')45'40'(7')(12')(11')40'26' 60'30'11'11'11'16'14'5'5'3.3'6.0' S.W.11'16'-10"20'6' S.W.11'11'25'25'9'11'4.3'APPROX. 130'24'18'18'18'9' R=15' FOOTHILL BLVD. 13'21'15'15' 8' 10' 12'12' 26'14'14' 68' 17'17'17'9'24' 20'10'10'24' 24'9' 35'35'15'9' 10' 8'11'31' 3' 5' 6'6'8' 5'9'9'6'8' 16'26'18'9' 12'5'18' 16' 12'7'6'5'5' 24'9'9' 24'9'9'9'9'9'35'8'9'( T Y P . )9'( T Y P . )9'( T Y P . )10.5'(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)PLATFORM PLUS ENTRY RAMPS ARROW ROUTE CIVIC CENTER DR RED OAK ST HAVEN AVENUEFOOTHILL BLVD MILLIKEN AVENUEELM AVENUESPRUCE AVENUECENTER AVENUEDEER CREEK CHANNELUTICA AVENUECHURCH S T R E E T TO W N C E N T E R D R I V E C H U R C H S T R E E T PROJECT SITE VICINITY MAP N.T.S.EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EVEVEV EV EVEV EVEVEVEVEVEVEVEVEVEVEVEVEVEVPOOL COURTYARD TRASHDRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA DETAILED SITE PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 4 FOOTHILL CENTER 10575 FOOTHILL BLVD. RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR DETAILED SITE PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET DSP - 01SEE SHEET DSP-02SEE SHEET DSP-03 INDEX MAP SCALE: 1"=100'SHT. 1SHT. 2SHT. 3SHT. 4OWNER/DEVELOPER RC FOOTHILL HOLDINGS, LLC 23929 VALENCIA BLVD., SUITE 404 SANTA CLARITA, CA. 91355 CONTACT: JEFF WARMOTH (650) 400-6293 Email: jeffwarmoth@sbislandview.com CIVIL ENGINEER MADOLE & ASSOCIATES, INC. 9302 PITTSBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA 91730 CONTACT: MARK BERTONE (909) 481-6322 ext. 120 Email: mbertone@madoleinc.com ARCHITECT KTGY ARCHITECTURE + PLANNING 17911 VON KARMAN AVE., SUITE 200 IRVINE, CA. 92614 LANDSCAPE ARCHITECT SUMMERS MURPHY & PARTNERS 34197 PACIFIC COAST HIGHWAY DANA POINT, CA. 92629 CONTACT: TRENT NOLL (949) 443-1446 x 279 Email: tnoll@smpinc.net CONTACT: KIRSTEN HALIK (949) 221-6252 Email: khalik@ktgy.com SUITE 200 NOTE: PARKING WILL BE DOUBLE STRIPED PER CITY REQUIREMENTS. EVEVEVEVEVEVEVEVEV EV EVEV EV EV EVEV EVEVEVEVEVEVEVEVEVEVEVEV24' 13'13'21'21'15'15' 12'12' 26'ASPEN ST.68'11' 24' 20'10'13'18'14'9'17'26'17'16'16'20'3'22'POOL COURTYARD 9' 9' 9'20'3'10'20'3'9'26'14' 14'14'15'16'9' 9'9' 9'9' 9' 9'26'17'TRASH26'24'7'14'24'18'17'26'6' 26'9'18'18'26'26'10'3'20'7' 9'18'7'26'4'10'13'32'26'17'17'17'10'25'25'27'45'32'35'14' 26' 24' 24'9' 35'35'15'9' 10'9'9'6'8' 16'18'9'9' 12'5' (TYP.)(TYP.)16' 14'8'12'8'5'5'6'6'5'5'5' (TYP.) (TYP.) (TYP.)(TYP.) N89° 53' 38"E 405.31 N89° 53' 38"E 405.31 N00° 06' 22"W117.00N89° 53' 38"E 184.14 N00° 06' 22"W172.00N89° 53' 38"E 135.00 N00° 06' 22"W126.00BUILDING "A"EXISTING R/W EXISTING R/WPARCEL 3 CIVIC CENTER PLAZA(TYP.)(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.) (TYP.) 24'9'9' 24'9' ( TYP . ) ( TYP . )(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)26'26' 27'24'BUILDING "B" BUILDING "C-II"EXIST. CURBEXIST. CURB 62'30' CENTERLINE CENTERLINEPROPERTY LINEPROPERTY LINE9'9'18'32'9'9'9'9' 9' 9' 9' 9' 9'9' 9' 45' 45'27'24'EXIST. R/W R=10' PROP. R/WPROP. R/W LANER=15' R=20'LANELANELANEPROP. R/W R=50' R=50' R=50' SBX BUS SHELTER PLATFORM PLUS ENTRY RAMPS 45'32'(17')(60')40'(7')(12')(11')40'26' 33'30'11'11'11'11'11'11'16'14'7'414'11'25'25'16'-10"2'11'11'11'6' S.W.6' S.W.6'18'23.5'APPROX. 130'5'24'18'9' R=15' FOOTHILL BLVD.27'7'8'9'( T Y P . )9' ( T Y P . )9' ( T Y P . ) 9'18'5' 26'5'5'10.5'18'9'18'9' (TYP.) (TYP.) (TYP.)(TYP.)(TYP.)(TYP.)DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA DETAILED SITE PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 4 FOOTHILL CENTER 10575 FOOTHILL BLVD. RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR DETAILED SITE PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET DSP - 02SEE SHEET DSP-01SEE SHEET DSP-04 NOTE: PARKING WILL BE DOUBLE STRIPED PER CITY REQUIREMENTS. EVEVEVEVEVEVEVEVEVEVEVEVEV EV EVEV EVEVEV EV EVEV EVEVHAVEN AVE12' 12' 26' 14'17'13'26'17'11'26' 17'11'17'26'17'15'17'9'POOL COURTYARD 9'7'9'9' 9' 9' 9' 10' 10'20'3'10' 9'26'14' 14'14'17'9' 9'9'9' 9' 9' 17'26'17'TRASH10'14'9' 17' 17'17'26'3'20'12'10' 7'26'9'18'18'18'18'12' 12' 23'36'26'26'8' 9' 9'4'26'26'26'17'17'17'24' 24' 35'35'15'EXIST. CURB6'6'8' 6'6'18'9'9'5'18' (TYP.) (TYP.)(TYP.)(TYP.) (TYP.)(TYP.)12'6'5'5'5' (TYP.) (TYP.)N00° 10' 24"W52.50N89° 53' 38"E 157.50 N00° 06' 22"W112.50N89° 53' 38"E 129.00 N00° 06' 22"W172.00N89° 53' 38"E 1275.39 BUILDING "A"PROPERTY LINEEXISTING R/W68' 58'10' PARCEL 1 BARTON PLAZA 26'10'(TYP.)(TYP.)26'(TYP.)(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)9' (TYP.)(TYP.) (TYP.)(TYP.)(TYP.)(TYP.)9'5'9'18'9'5'9'18'PROPERTY LINEBUILDING "B" BUILDING "C-I"BUILDING "C-II" 9' PROPERTY LINE PROPERTY LINEEXISTING CENTERLINEPROPERTY LINE 8' 169' 7'55'86'7'14'9'9'86'9' 26'N00° 06' 22"W381.50DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA DETAILED SITE PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 4 FOOTHILL CENTER 10575 FOOTHILL BLVD. RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR DETAILED SITE PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET DSP - 03SEE SHEET DSP-04SEE SHEET DSP-01 NOTE: PARKING WILL BE DOUBLE STRIPED PER CITY REQUIREMENTS. EV12' 26'ASPEN ST.13'18'14'9'17'26'17'16'16'POOL COURTYARD 9' 9' 9' 9'9'9' 10'20'3'10'20'3'9'26'14' 14'14'15'16'17'9' 9'9' 9'9' 9' 9' 9' 9'26'17'10'14'9' 17' 26'24'7'14'24'26'4'17'26'3'20'17'12'7'26'17'18'18'17'26'6'35'26'9'18'18'10' 9'26'26'10'9'18'26'17'17'17'10'25'25'26' 24' 24'9' 35'35'15'9'6'18'9'9'(TYP.)(TYP.)14' 5'6'6'5'5'5' (TYP.) (TYP.) (TYP.)(TYP.)EVEVEVEVEVEVEVEVEV EV EVEV EV EV EVEV EVEVEVEVEVEVEVN00° 06' 22"W172.00N89° 53' 38"E 135.00 N00° 06' 22"W126.00N89° 53' 38"E 139.00 N00° 06' 22"W39.00S89° 53' 38"W1275.39 BUILDING "A"EXISTING R/WPARCEL 3 CIVIC CENTER PLAZA (TYP.) (TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.) (TYP.) (TYP.)(TYP.) (TYP.) (TYP.)9'5'9'18'(TYP . )(TYP.)(TYP.)(TYP.)(TYP.)26'24'BUILDING "B" BUILDING "C-I"BUILDING "C-II"EXIST. CURBCENTERLINEPROPERTY LINE9'9'18'PROPERTY LINE26'(TYP.)5'9'18'6'3'6'3' 6'5'(TYP.) (TYP.)9'(TYP.)PROPERTY LINEPROPERTY LINE PROPERTY LINE 9' 9' 9'9' 9' 45'86'14'86'7' 7' 170' 6'9' (TYP.) 6' 6'N00° 06' 22"W381.00DRAWING NO. OF DRAWINGS IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA DETAILED SITE PLAN APN: 0208-353-02-0-000 MAY 23, 20221 NUMBERED LOT BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OF PARCEL MAPS, PAGE 14. IN SAID COUNTY. (313 UNITS FOR RESIDENTIAL PURPOSES) FOR CONDOMINIUM PURPOSES PARCEL 2 OF PARCEL MAP No. 9612 4 FOOTHILL CENTER 10575 FOOTHILL BLVD. RC FOOTHILL HOLDINGS, LLC 23929 Valencia Boulevard, Suite 404 Santa Clarita, CA 91355 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 DESIGN REVIEW - DRC SUBMITTAL MAY 23, 2022 PARCEL 2 OF P. M. No. 9612 FOR DETAILED SITE PLAN DRC2019 - 00850 RANCHO CUCAMONGA, CA # 2021-0381 7.94 AC. GROSS 7.71 AC. REVISED GROSS 7.48 AC. NET DSP - 04SEE SHEET DSP-03SEE SHEET DSP-02 NOTE: PARKING WILL BE DOUBLE STRIPED PER CITY REQUIREMENTS. EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEV EV EV EVEVEVEVEV EVEV EV EV EVEVDA1AREA=210,191 SQ. FT. (4.8 AC.)DCV=13,881 CU. FT.QBMP=0.7 CFSSYSTEM RETENTION VOLUME=14,109 (102%)PRETREATMENT CAPACITY = 0.84 CFSDA2AREA=200,235 SQ. FT. (4.6 AC.)DCV=13,224 CU. FT.QBMP=0.6 CFSSYSTEM RETENTION VOLUME=13,487 (102%)PRETREATMENT CAPACITY = 0.84 CFSBMP-3FOOTHILL BOULEVARDHAVEN AVENUE ASPEN AVENUEBMP-3N14BMP-3N14BMP-3N14BMP-3N14BMP-3N14BMP-3N14BMP-3N14BMP-3N14BMP-3N14BMP-1BMP-2BMP-1BMP-2EXIST.BUILDINGEXIST.BUILDINGEXIST. PARKINGEXIST. PARKINGEXIST. PARKINGEXIST. PARKINGEXIST. PARKINGEXIST. PARKINGBMP-4N14BMP-4BMP-4BMP-4BMP-4BMP-4BMP-4BMP-4BMP-4BMP-4EXIST. PARKINGEXIST. PARKINGEXIST. PARKING114'23'103'23' 10' 10' 10' 10' 10'PROP. R/WPROP. R/WNO FIREACCESSLANE PROP. R/WSBX BUSSHELTER3.3'16'-10"20'11' 16'-10"9'(TYP.)APPROX. 130.00'PLATFORM PLUSENTRY RAMPS10'9'5'9'EXIST. PLEXIST. PARKWAY CULVERTEXIST. PARKWAY CULVERTDRAINAGE AREABOUNDARYPROP. STORM DRAINLOW FLOW DIVERSION TOINFILTRATION SYSTEM383' L.F. 60-INCH PERFORATEDRETENTION PIPE323' L.F. 60-INCH PERFORATEDRETENTION PIPEPROP. STORM DRAINEXIST. 8" WATEREXIST. 8" SEWEREXIST. 8" WATEREXIST. 8" SEWER101'℄60'13'13'PROP. WATERPROP. SEWER8.5'EXIST. PLPOOL COURTYARD 60' 13'13' 8.5'℄60' ℄48'LOW FLOW DIVERSION TOINFILTRATION SYSTEMARROW ROUTECIVIC CENTER DRRED OAK STHAVEN AVENUE FOOTHILL BLVDMILLIKEN AVENUE ELM AVENUE SPRUCE AVENUE CENTER AVENUE DEER C R E E K C H A N N E L U T I C A A V E N U E CHURCH STREETTOWN CENTER DRIVECHURCH STREETPROJECTSITEVICINITY MAPN.T.S.10' 4'5'1'23'2'2'7'19'36-INCH Ø ACCESS RISER FORMAINTENANCE PURPOSESGEOTEXTILE/ FILTER FABRIC1"-2" CLEAN WASHED ROCK(n=0.40).60-INCH Ø PERFORATED H.D.P.E.RETENTION/ INFILTRATION SYSTEMFINISHED SURFACE1DRAWING NO.OF DRAWINGSIN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINOSTATE OF CALIFORNIAAPN: 0208-353-02-0-000MAY 23, 20221 NUMBERED LOTBEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP NO. 9612, AS PER PLAT RECORDED IN BOOK 105 OFPARCEL MAPS, PAGE 14. IN SAID COUNTY.(313 UNITS FOR RESIDENTIAL PURPOSES)FOR CONDOMINIUM PURPOSESPARCEL 2 OF PARCEL MAP No. 9612PRELIMINARY WATER QUALITYMANAGEMENT PLANFOOTHILL CENTER10575 FOOTHILL BLVD.RC FOOTHILL HOLDINGS, LLC23929 Valencia Boulevard, Suite 404Santa Clarita, CA 913559302 PITTSBURGH AVE., SUITE 230RANCHO CUCAMONGA, CA. 91730PHONE: 909.481.6322FAX: 909.481.6320DESIGN REVIEW - DRC SUBMITTALMAY 23, 2022PARCEL 2 OF P. M. No. 9612FORPRELIMINARY WATER QUALITYDRC2019 - 00850MANAGEMENT PLANRANCHO CUCAMONGA, CA # 2021-03817.94 AC. GROSS 7.71 AC. REVISED GROSS7.48 AC. NETWATER QUALITY MITIGATION SUMMARYSITE AREA (TRACT BOUNDARY) = 345,599 SQ. FT. (7.9 AC.)DRAINAGE AREA BOUNDARY (DISTURBED AREA)= 384,262 SQ. FT. (8.8 AC.)LAND USE = CONDOMINIUMS; FIGURE C-4; IMPERVIOUS COVER = 65%REMOVAL OF IMPERVIOUS AREA = 3.97 ACREPLACEMENT OF IMPERVIOUS AREA = 0.02 ACPROPOSED IMPERVIOUS AREA = 7.70 ACTOTAL IMPERVIOUS AREA = 7.72 ACP2YR-1HR = 0.607 INCbmp = 0.45P6 =0.89948 HOUR DRAWDOWN , a = 1.963SITE DESIGN CAPTURE VOLUME (DA1) = 13,881 CU. FT.SITE WATER QUALITY TREATMENT FLOW RATE (DA1) = 0.7 C.F.SSITE DESIGN CAPTURE VOLUME (DA2) = 13,224 CU. FT.SITE WATER QUALITY TREATMENT FLOW RATE (DA2) = 0.6 C.F.SHYDRO INTERNATIONAL FIRST DEFENSE FD-3HC TREATMENT RATE = 0.84 C.F.S.NOTES:1.ALL SOILS GROUP A2.SITE IS HCOC EXEMPT; ALL DOWNSTREAM CONVEYANCE SYSTEMS EHM.3.DESIGN OF UNDERGROUND PIPE SYSTEM AND RETENTION VOLUME BASED ONESTIMATED 5IN/HR. PRELIMINARY ESTIMATIONS OF SYSTEM DESIGN ARE SUBJECTTO CHANGE UPON FINAL ENGINEERING.MITIGATION SUMMARY:STORMWATER RUNOFF AND NUISANCE FLOWS FROM THE PROJECT SITE WILL SHEETFLOWAND GUTTERFLOW TO VARIOUS DROP INLET CATCH BASINS THROUGHOUT THE SITE ANDENTER AN UNDERGROUND STORM DRAINAGE SYSTEM. BEFORE THE STORMWATER LEAVESTHE SITE THROUGH EXISTING PARKWAY DRAINS, A LOW FLOW DIVERSION PIPE WILLINTERCEPT THE WATER QUALITY VOLUME AND ROUTE IT TO AN UNDERGROUNDRETENTION/INFILTRATION SYSTEMS. STORMFLOWS EXCEEDING THE WATER QUALITYVOLUME AND THE SYSTEM RETENTION CAPABILITIES WILL EXIT THE SITE VIA THE EXISTINGPARKWAY DRAINS LOCATED WITHIN EACH DRAINAGE AREA.STORMFLOWS ENTERING THE PROPOSED UNDERGROUND INFILTRATION SYSTEMS WILLFIRST BE TREATED BY A HYDRO INTERNATIONAL FIRST DEFENSE FD-3HC CLARIFIERS. THECLARIFIERS WILL REMOVE TRASH, DEBRIS, OILS, AND POLLUTANTS FROM THE RUNOFFBEFORE ROUTING IT INTO THE PROPOSED 60" PERFORATED HDPE RETENTION SYSTEM. ASTHE PIPE FILLS, WATER WILL INFILTRATE THROUGH THE PERFORATIONS AND THEUNDERLYING GRAVEL BED.SOURCE CONTROL BMPsINSTALL STORMWATER PLACARDS/STENCILED MESSAGES WITH "NO DUMPING" MESSAGE TO DISCOURAGE ILLEGAL DUMPING AND PROMOTE ENVIRONMENTAL AWARENESS AND THE PROTECTION OF STORMWATER QUALITY.DESIGN AN EFFICIENT IRRIGATION SYSTEM TO MINIMIZE WATER LOSS, RUNOFF, AND EVAPORATION. (NOTE: S4 NOT SHOWN ON PLAN;APPLIES TO ENTIRE SITE).LITTER DEBRIS AND TRASH CONTROL PROGRAM. MAINTAINING THE PROPERTY AND REMOVING LITTER AND DEBRIS FROM PUBLICAREAS BEFORE IT CAN ENTER THE DRAINAGE SYSTEM (NOTE: N11 NOT SHOWN; APPLIES TO ENTIRE SITE)INSPECT CATCH BASINS AND DROP INLETS ON A REGULAR BASIS OR TRASH AND DEBRIS THAT COULD CLOG THE DOWNSTREAMRETENTION/INFILTRATION SYSTEMMINIMIZE TRASH AND DEBRIS IN STORM RUNOFF THROUGH A REGULAR PARKING LOT AND ROADWAY SWEEPING PROGRAM. (NOTE: N15NOT SHOWN ON PLAN; APPLIES TO ENTIRE SITE).BMP-4S4N14STRUCTURAL SOURCE CONTROL BMPsHYDRO INTERNATIONAL FIRST DEFENSE FC-3HC (OR APPROVED EQUAL): WATER QUALITY RUNOFFWILL FIRST ENTER THE PRETREATMENT CLARIFIER TO REMOVE OIL, DEBRIS, TRASH, AND POLLUTANTS BEFORE RELEASING IT TO THE UNDERGROUND INFILTRATION SYSTEM.60" DIAMETER PERFORATED RETENTION AND INFILTRATION SYSTEM. WATER QUALITY RUNOFF WILLBE STORED WITHIN THE 60" PIPE WHILE IT INFILTRATES INTO THE SOILS BELOW.CATCH BASIN FILTER INSERTS TO BE INSTALLED IN CATCH BASINS 12-INCHE AND BIGGER TO REMOVE FIRST FLUSH DEBRIS, TRASH, AND POLLUTANTS FROM RUNOFF PRIOR TO ENTERING THEONSITE STORM DRAIN SYSTEM.BMP-1BMP-2N15N11RC FOOTHILL HOLDINGS, LLC23929 VALENCIA BOULEVARD, SUITE 404SANTA CLARITA, CA 91355BMPMAINTENANCEFREQUENCYCONTECH CDS 2020-5PRETREATMENT CLARIFIER (ORAPPROVED EQUAL)CLEARING AND VACUUMING OFSEDIMENT AND DEBRIS WITHINSTORAGE AREA PERMANUFACTURER'SRECOMMENDATIONS.EVERY APRIL & OCTOBERANDAFTER MAJOR RAIN EVENTS60" PERFORATEDRETENTION/INFILTRATIONPIPESCLEARING AND VACUUMING OFSEDIMENT AND DEBRIS WITHINPIPE PER MANUFACTURER'SRECOMMENDATIONS.EVERY APRIL & OCTOBERANDAFTER MAJOR RAIN EVENTSSTORM DRAINSTENCILINGREPLACEMENT OF STORM DRAINSTENCIL TO MAINTAIN VISIBILITY.AS NEEDEDALL FUTURE APPLICABLESTRUCTURAL SOURCE CONTROLAND NON-STRUCTURAL SOURCECONTROL BMPSMAINTENANCE, INSPECTION,REPAIR, ETC. AS APPLICABLEFOR ALL BMPs THAT APPLYDURING FINAL DESIGN OFPROJECT.TO BE DETERMINEDRESPONSIBLE PARTY FOR MAINTENANCE & INSPECTIONS:CATCH BASINFILTER INSERTSCLEARING OF SEDIMENT ANDDEBRIS WITHIN BASKET PERMANUFACTURER'SRECOMMENDATIONS.EVERY APRIL & OCTOBERANDAFTER MAJOR RAIN EVENTSHOME OWNERS ASSOCIATION TO MAINTAINAFTER COMPLETION AND TURNOVERBMP-3LEGEND:DCVDESIGN CAPTURE VOLUMESFSQUARE FEET (FT2)CFCUBIC FEET (FT3)CYCUBIC YARDSVRETRETENTION VOLUMEDMADRAINAGE MANAGEMENT AREAPROP. PROPOSEDEXIST. EXISTINGDRAINAGE AREA BOUNDARYEXISTING 1.0' CONTOURFLOW DIRECTIONINFILTRATION SYSTEM - TYPICAL SECTIONSCALE: 1"=10'I HEREBY CERTIFY THAT THE NECESSARY STORM WATER QUALITY MANAGEMENT PLANSTRUCTURAL STORM WATER TREATMENT DEVICES HAVE BEEN CONSTRUCTED AND AREFUNCTIONAL TO THE BEST OF MY KNOWLEDGE AS OF THE DATE BELOW.                                                                                                                                        ______________                 SIGNATURE DATEWQMP BMP AS-BUILT CERTIFICATEPWQMP-01OWNER/DEVELOPERRC FOOTHILL HOLDINGS, LLC23929 VALENCIA BLVD., SUITE 404SANTA CLARITA, CA. 91355CONTACT: JEFF WARMOTH(650) 400-6293 Email: jeffwarmoth@sbislandview.comCIVIL ENGINEERMADOLE & ASSOCIATES, INC.9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comARCHITECTKTGY ARCHITECTURE + PLANNING17911 VON KARMAN AVE., SUITE 200IRVINE, CA. 92614LANDSCAPE ARCHITECTSUMMERS MURPHY & PARTNERS34197 PACIFIC COAST HIGHWAYDANA POINT, CA. 92629CONTACT: TRENT NOLL(949) 443-1446 x 279Email: tnoll@smpinc.netCONTACT: KIRSTEN HALIK(949) 221-6252 Email: khalik@ktgy.comSUITE 200AREA:GROSS ACRES .............................................. 7.94 ACREVISED GROSS ACRES.............................. 7.71 ACNET ACRES .................................................... 7.48 ACTOTAL DISTURBED AREA.............................. 8.91 ACREMOVAL OF IMPERVIOUS AREA................ 3.97 ACREPLACEMENT OF IMPERVIOUS AREA....... 0.02 ACPROPOSED IMPERVIOUS AREA................... 7.70 ACTOTAL IMPERVIOUS AREA............................ 7.72 AC TON PLAZA /2-.___.__._�....,___,,.__,, \ ---- Irrigation Water Audit Note : MAINTENANCE COMPANY TO PROVIDE AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT AND EVERY 5 YEARS THEREAFTER. A SCHEDULE SHALL BE ESTABLISHED AND SUBMITTED TO THE CITY OF AT LEAST ONCE EVERY FIVE YEARS AS REQUIRED BY THE CITY. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE MAINTENANCE STAFF. Water Conservation Notes: THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: e WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. • • • • • • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 9:00 P.M. AND 9:00 A.M. IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE . Maintenance Schedule : WEEKLY ITEMS CHECK FLOW RA TES FROM THE SMART CONTROLLER ON A DAILY BASIS TO CONFIRM THAT THE FLOWS FOR EACH CONTROL VALVE ARE CONSISTENT EVERY DAY. MONTHLY ITEMS CHECK AND CLEAN THE BASKET STRAINER OR BACKFLOW STRAINER SCREEN($). DRIP IRRIGATION SYSTEM SHALL BE FLUSHED OF ALL ACCUMULATED DEBRIS. CHECK ALL AUTOMATIC FLUSH VALVES TO CONFIRM THAT THEY ARE OPERATING CORRECTLY AND THAT THE FLUSHED AREA IS NOT OVER SATURATED. IF OVER SATURATION OCCURS CORRECT THE PROBLEM AN NOTE IT IN ANNUAL REPORT. PROVIDE A REPORT IN A CHECKLIST FORM SHOWING WHAT WAS THE PROBLEM, DATE THE PROBLEM WAS FIRST KNOW, WHEN THE PROBLEM WAS CORRECTED, WHO CORRECTED THE PROBLEM . THIS REPORT SHALL BE TURNED OVER TO THE OWNER OR OWNER'S REPRESENTATIVE BY THE FIRST WEEK OF EACH MONTH. YEARLY ITEMS VERIFY THE SMART CONTROLLER SERVICE IS OPERATIONAL AND CONFIRM ITS RENEWAL DATE. VERIFY THAT THE CURRENT TO THE REMOTE CONTROL VALVES IS WITHIN A MANUF ACTURERS ACCEPTABLE RANGE. IF IT IS NOT, REPLACEMENT OF THE SOLENOID IS RECOMMENDED. SHOULD THIS NOT CORRECT THE ISSUE ADDITION TROUBLESHOOTING SHALL BE PERFORMED. . . . . . .,.. • • • • • • Foothill enter Water Use Calculations 10575 Foothill Blvd. Rancho Cucamonga, CA I 33 North I May 20, 2022 I DLC #: 00850 • l_J __ , __ ,_ WAT.Ell Ef'fiCJENCT LANDSCAl't: W'OIUrSBEET Thi, wor�sheeti, il!e:l out by the proiechµl)licantand !tis• req1lire:l item o! l!,o Land,c,p, Document>tion P>ck>i-e. One worMheetcompleta for point of connection (waler meter}* Raocho Selctt 91UI lit\-: Cucamcnz, Proj!ct nine or a411he:ss: 105 75 Foothill blvd. Reference Ev-�raospinrien (no): 55.5 California Water Efficient Landscape Worksheet Refe.-ence Evai:,olransplration (ET0) ,, 55.6 ProJe.:t Type ResIder1Jal f-ttdtozona "#'/ Planilno Plalll lrr�allon lrrigatlOn ETAF Landscape ETAF X Oesc1iptiona Factor (PF) hlelhod•Eff�iencv (Pf /E) A111a (6�. Fl.) Area 0EI° R-"JarLandsca-Areas 1..o\11 Water Use <shrub\ 0,3 Q,tp 0.81 0.37 34605 12817 Med Water use <shnb 0.5 Ono 0.81 0.62 14831 9155 Med water Use IT reel 0.5 Bublier 0.77 0.6.5 0 0 Hinh W�er Use7turli 0.8 Ovemeacl 0.75 107 0 0 A•..eraae Total Totaf 0 44 49,436 21,972 Average ET.AF for Regular Land$cape Areas: Saec/a/Landsc=e Areas SLA-1 � 1Ret""leWater used Tttais I -I 0 I 0 0 Total Landscape Are� Stat�d� ET AF 0.56 E Slimaled T(ial Water Use (ElWUt' 441816 315589 0 0 In Comr>llance QI 49.4213 I 0 .44 ETWUTotal --757,4051 Maximum Allowed Water Allowance (MAWA)• 937,287 ET AFC alculations Renular Landscaoe l>reas Average ETAF tor Regular Percenuge of MA.WA Total ETAF X Area 21972 u,noocapo Areas rnu,;t be 0.55 or 81% Total Area 49436 below for readen11al areas, and 0.45 Avera=ETAF 0.44 or below for non-residential areas. All L.al'ICISC 0�e Neas 0.45 N on-R es1C1ent1a1 Total ETAF X Area 21972 0.55 Resk:lentral Total.Area 4S436 0.81 OrioAvera'""?ETAF 0.44 0.75 011emeae1 REV. 5/3/22 L-10 E8 NORTH -----l�----- � CIVIC CENTER PLA 8 �u rr_ - 1-:i:. --.:r:....__ -.!..._ __ --�- Irrigation Areas (:) SYMBOL INDICATES LANDSCAPE AREAS TO BE IRRIGATED USING THE MOST EFFICIENT IRRIGATION PRODUCTS AVAILABLE TO MINIMIZE RUN-OFF AND WATER WASTE. NOTE: WATER USE CALCULATIONS ONLY INCLUDE AREAS WITHIN PROPERTY LINES. ,J I I I I I I I I I I I Q • SCALE: 1" = 40' -O" 0 40 80 120 160 ENVIR ONMENTAL DESIGN SUMMERS/MURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629(949)443-1446 EVEV EV Living Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"Deck10'-10" x 6'-0"65 SQ. FT.Living Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchen71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLLStorage144 ft3WICLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchen71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLLStorage144 ft3WICLiving Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchen71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLLStorage144 ft3WICLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchenDeck10'-10" x 6'-0"65 SQ. FT.LPlan 1-11 Bed, 1 Bath±669 SQ. FT.Net±731 SQ. FT.GrossStorage144 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A3AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAB3B3B3B3B3 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAACCCCCCCCCCC AAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAABB BBAAAAAAAAAAAAAAAACCCCCCCCCCCB3B3CCCCCCCCCCCCCCC15FT TALL DECORATIVE POST LIGHT75W LED - TYPE III DISTRIBUTIONW/ HOUSE SIDE SHIELD 3000° KA3B315FT TALL STREET LIGHT52W LED - TYPE III DISTRIBUTIONW/ HOUSE SIDE SHIELD 3000° KCLED CARPORT LIGHT30W LED, 3000° KAAAAPALM TREE LED ACCENT LIGHT(2) UP (2) DOWN, 3000° KAAAABBBBPALM TREE LED ACCENT LIGHT(2) UP (2) DOWN, (4) DIRECTED ATHARDSCAPE TO LIGHT POOL DECK3000° KLED DECORATIVE WALL LIGHT12W LED, 3000° KDESIGN REVIEW - DRC SUBMITTALMAY 16, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355030601527201 Calle JuanitaDana Point, CA 92624Ph. 949.201.1333candelaengineering.comCANDELA ENGINEERING INCEP-1PARTIAL PHOTOMETRIC PLANMATCHLINE SEE SHEET EP-2 EV EVEVLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchen71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLLStorage144 ft3WICLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchen71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLLStorage144 ft3WICLiving Room12'-1" x 25'-9"Bedroom 211'-0" x 12'-0"W/DBathKitchen71 SQ. FT.LMaster Bed11'-8" x 13'-6"M. BathWICLLStorage144 ft3WICLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchen65 SQ. FT.LStorage144 ft3WICLLiving Room12'-1" x 25'-9"Master Bed11'-0" x 12'-0"W/DBathKitchenDeck10'-10" x 6'-0"65 SQ. FT.LPlan 1-11 Bed, 1 Bath±669 SQ. FT.Net±731 SQ. FT.GrossStorage144 ft3WICLEVEVEVEVEVEVEVEV EV EV 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B3C B3CCCCCCCB3CCCCCCCCCCCCCCCCCCAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAACCCCCCCCCC15FT TALL DECORATIVE POST LIGHT75W LED - TYPE III DISTRIBUTIONW/ HOUSE SIDE SHIELD 3000° KA3B315FT TALL STREET LIGHT52W LED - TYPE III DISTRIBUTIONW/ HOUSE SIDE SHIELD 3000° KCLED CARPORT LIGHT30W LED, 3000° KAAAAPALM TREE LED ACCENT LIGHT(2) UP (2) DOWN, 3000° KAAAABBBBPALM TREE LED ACCENT LIGHT(2) UP (2) DOWN, (4) DIRECTED ATHARDSCAPE TO LIGHT POOL DECK3000° KLED DECORATIVE WALL LIGHT12W LED, 3000° KDESIGN REVIEW - DRC SUBMITTALMAY 16, 2022DRC2019-00850FOOTHILL CENTER10575 FOOTHILL BLVDRANCHO CUCAMONGA, CA#2021-038133 North Development Group23929 Valencia Boulevard, Suite 404Santa Clarita, CA 91355030601527201 Calle JuanitaDana Point, CA 92624Ph. 949.201.1333candelaengineering.comCANDELA ENGINEERING INCEP-2PARTIAL PHOTOMETRIC PLANMATCHLINE SEE SHEET EP-1