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HomeMy WebLinkAbout2021-04-14 Agenda Packet CITY OF ■ . ■ * ■ Historic Preservation Commission and Planning Commission Agenda April 14, 2021 Rancho Cucamonga, CA 91729 7:00 p.m. PURSUANT TO GOVERNOR GAVIN NEWSOM'S EXECUTIVE ORDER N-29-20 THIS MEETING WILL BE HELD AS A TELECONFERENCE MEETING In response to the Governor's Executive Orders, the San Bernardino County Department of Public Health requirements,and to ensure the health and safety of our residents by limiting contact that could spread the COVID- 19 virus, there will be no members of the public in attendance at the Planning Commission Meetings. Members of the Planning Commission and staff will participate in this meeting via teleconference. In place of in-person attendance, members of the public can observe and offer comment at this meeting via Zoom: VIEW MEETING VIA ZOOM APP OR ZOOM.COM AT: zoom.us/join using Webinar ID: 992 0044 9234 -or- YOU CAN DIAL-IN USING YOUR PHONE UNITED STATES: + 1 (669) 900-6833 Access Code: 992 0044 9234 A. Call to Order and Pledge of Allegiance B. Public Communications This is the time and place for the general public to address the Commission on any item listed or not listed on the agenda. The Commission 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 Regular Meeting Minutes of March 24, 2021. D. Public Hearings D1. PROJECT LOCATED AT 8865 — 8875 FOOTHILL BOULEVARD & 8130 VINEYARD AVENUE — MCKENTLY MALAK ARCHITECTS —A request for site plan and architectural review to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet, a related Conditional Use Permit to establish the drive-thru lane and a Variance to reduce the required building setback and maximum building height for a 4.21 acre (183,534 square feet) project site located in the Community Commercial (CC) District, Foothill Boulevard Overlay District, at the southwest corner of Foothill Boulevard and Vineyard Avenue; APN: 0207-211-42. DESIGN REVIEW DRC2020-00318, CONDITIONAL USE PERMIT (MODIFICATION) DRC2020-00319 & VARIANCE DRC2020-00397. E. General Business - None F. Director Announcements G. Commission Announcements H. Workshop - None I. Adjournment TO ADDRESS THE PLANNING COMMISSION The Planning Commission encourages free expression of all points of view. To allow all persons to speak, given the length of the agenda, please keep your remarks brief. If others have already expressed your position, you may simply indicate that you agree with a previous speaker. If appropriate, a spokesperson may present the views of your entire group. To encourage all views and promote courtesy to others, the audience should refrain from clapping, booing or shouts of approval or disagreement from the audience. For each of the items listed under"PUBLIC HEARING ITEMS", the public will be provided an opportunity to speak. To address the Planning Commission via Zoom App, click the "Raise Hand" button when the item you wish to comment on is being discussed. On Zoom via phone, you can also raise your hand by pressing star *, then 9 when the item you wish to comment on is being discussed. Comments will be limited to 5 minutes per individual. If a large number of individuals wish to speak on an item, the Chairman may limit the time to 3 minutes in order to provide an opportunity for more people to be heard. Speakers will be alerted when their time is up, and no further comments will be permitted. If you wish to speak concerning an item not on the agenda, you may do so under "PUBLIC COMMENTS." As an alternative to participating in the meeting, you may submit comments in writing to Elizabeth.Thornhill@cityofrc.us by 12:OOpm on the date of the meeting. Written comments will be distributed to the Commissioners and included in the record. AVAILABILITY OF STAFF REPORTS Copies of the staff reports or other documentation to each agenda item are available at www.CitvofRC.us. APPEALS Any interested party who disagrees with the City Planning Commission decision may appeal the Commission's decision to the City Council within 10 calendar days. Any appeal filed must be directed to the City Clerk's Office and must be accompanied by a fee of$3,206 for all decisions of the Commission. (Fees are established and governed by the City Council). 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. 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, April 8, 2021, seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive. HPC/PC Agenda —April 14, 2021 Page 2 of 2 CITY OF ■ . ■ * ■ Historic Preservation Commission and Planning Commission Agenda March 24, 2021 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. The meeting of the Historic Presentation Commission and Planning Commission was held on March 24, 2021. The meeting was called to order by the Chairman at 7:00 p.m. A. Roll Call Planning Commission present: Chairman Tony Guglielmo, Commissioner Bryan Dopp, Commissioner Tony Morales, Commissioner Diane Williams. Absent: Vice Chair Francisco Oaxaca Staff Present: Nicholas Ghirelli, City Attorney; Dat Tran, Assistant Planner; David Eoff, Senior Planner; Jennifer Nakamura, Management Analyst II; Mike Smith, Principal Planner; Brian Sandona, Senior Civil Engineer; Tabe van der Zwaag, Associate Planner; Griffin Sproul, Planning Technician. B. Public Communications Chairman Guglielmo opened for public communications and hearing no comment, closed communications. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of March 10, 2021. C2. A Resolution Of The Planning Commission Of The City Of Rancho Cucamonga, California, Denying The Appeal And Approving Hillside Design Review Drc2020-00016, A Request To Construct A 3,300 Square Foot Single-Family Residence With Two Separate Attached 2- Car Garages Totaling 1,063 Square Feet On A Vacant Property Of 15,601 Square Feet (0.36-Acre)Within The Low (L) Residential District And The Hillside Overly District Located At 8005 Camino Predera; And Making Findings In Support Thereof—APN: 0207-631-06. Motion by Commissioner Williams, second by Commissioner Dopp. Motion carried 4-0-1. Absent: Vice Chair Oaxaca. D. Public Hearings D1. HILLSIDE DESIGN REVIEW DRC2020-00219 (LOCATED AT 11022 RANCH DRIVE) — JOUD CONSTRUCTION COMPANY, INC —A request for site plan and architectural review of a 6,098 square foot two-story single-family residence with an attached 762 square foot garage and 525 square feet of attached covered areas on a 23,044 square foot lot within the Very Low (VL) Residential District, the Hillside Overlay and the Equestrian Overlay at 11022 Ranch Drive-APN: 1074-561-16. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15303 — New Construction or Conversion of Small Structures. Griffin Sproul, Planning Technician, presented Commissioners with a Staff Report and with a PowerPoint presentation (copy on file). Chairman Guglielmo asked the Commission if there were any questions for staff on the Public Hearing item. Commissioner Dopp asked if the proposed house is larger than some of the houses in the neighborhood. Griffin Sproul answered the houses in the vicinity are very large homes of similar sizes and design on large lots. The surrounding lots are about 20,000 sq. ft. in area. Commissioner Williams asked about the height of the house relative to the curb at the street. Griffin Sproul responded that the house was within the required building envelope at the front setback as described in the Development Code. With no further questions from the Commission, Chairman Guglielmo opened the public hearing. Yousef Audi, Applicant, was present but offered only generally comments. David Layne property owner immediately to the east of the project site, expressed concern about the size of the house and privacy due to the house being 2-stories. He requested two modifications: 1) revise the "open" railing of the balcony on the east side of the house by making it a solid screen; and 2) reduce the size of the bedroom windows on the east elevation. Paul Bardos commented on the development standards for the project and how they were being applied to it relative to how they were being applied to HDR projects along Camino Predera. He wanted the Commission to explain how they conducted their analysis. With no more comments from the Public, Chairman Guglielmo closed public hearing. The Commission asked staff to respond (provide answers) to the comments from the public. Staff response to Mr. Layne's comments was the project met the standards of the Development Code and that there were no requirements applicable to privacy. Asked staff about the size of the houses in the area. Staff answered that the houses in the vicinity are generally similar to that of the subject proposed house. No changes to the project were requested by PC. In response to Mr. Bardos' comments, Nicholas Ghirelli, City Attorney, pointed out that the focus of tonight's public hearing was on the subject project and not on a topic (or another project) that is not on the agenda. Commissioner Dopp stated when you buy a home and there is a vacant lot next to you, there is an expectation something will be built. He said efforts of the (applicant on behalf of) owner have been reasonable. Given the conditions read in the staff report, he is in favor of this project. Commissioner Morales concurs with Commissioner Dopp and is also in favor of the project. Commissioner Williams stated it meets all the codes and standards and approves project. Chairman Guglielmo concurs with Commissioners. HPC/PC Meeting MINUTES— March 24, 2021 Page 2of3 Draft Motion by Commissioner Dopp, second by Commissioner Williams. Motion carried 4-0-1. Absent: Vice Chair Oaxaca. E. General Business - None F. Director Announcements - None G. Commission Announcements Commissioner Dopp shared information on a working group he is involved in with the local government and mentioned they are putting together housing in California which is scheduled for next Wednesday, 3/31 @ 2:00 p.m., if fellow commissioners are interested. He also asked about the status of the Camino Predera development standards. Mike Smith, Principal Planner, stated that there was no recent activity but that work on the standards would be reactivated in the future (no timeline for this was given). H. Workshop - None I. Adjournment Motion by Commissioner Williams, second by Commissioner Morales to adjourn the meeting, motion carried 4-0-1. Absent: Vice Chair Oaxaca. Meeting was adjourned at 8:00 p.m. Respectfully submitted, Elizabeth Thornhill Executive Assistant, Planning Department Approved: HPC/PC Meeting MINUTES— March 24, 2021 Page 3 of 3 Draft CITY Nis . RANCHO L . ! . ! DATE: April 14, 2021 TO: Chairman and Members of the Planning Commission FROM: Anne McIntosh, AICP, Planning Director INITIATED BY: Tabe van der Zwaag, Associate Planner SUBJECT: PROJECT LOCATED AT 8865— 8875 FOOTHILL BOULEVARD & 8130 VINEYARD AVENUE — MCKENTLY MALAK ARCHITECTS — A request for site plan and architectural review to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet, a related Conditional Use Permit to establish the drive-thru lane and a Variance to reduce the required building setback and maximum building height for a 4.21 acre (183,534 square feet) project site located in the Community Commercial (CC) District, Foothill Boulevard Overlay District, at the southwest corner of Foothill Boulevard and Vineyard Avenue; APN: 0207-211-42. DESIGN REVIEW DRC2020-00318, CONDITIONAL USE PERMIT (MODIFICATION) DRC2020-00319 & VARIANCE DRC2020-00397. RECOMMENDATION: Staff recommends the Planning Commission take the following action: • Approve Design Review DRC2020-00318, Conditional Use Permit DRC2020-00319, and Variance DRC2020-00397 through the adoption of the attached Resolution of Approval with Conditions. EXECUTIVE SUMMARY: • Modification of an existing commercial center to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet, Conditional Use Permit to establish the drive-thru lane, and a Variance to reduce the required building setback and increase the maximum building height. PROJECT AND SITE DESCRIPTION: The 4.21-acre project site and the adjacent parcels of land were originally approved by the Planning Commission on May 14, 1997, for the construction of a 74,478 square foot commercial center on 8.9 acres of land to be constructed in phases (CUP95-25). As of this date, only a portion of the approved master plan has been completed. This includes the three buildings to be replaced as part of the current project scope (Buildings B, C, and D), the building currently occupied by Kentucky Fried Chicken (Building E), and a vacant pad building at the southeast corner of the project site (Building F). The original approval did not include the existing service station at the northwest corner of the commercial center, which was approved by the Planning Commission (CUP Modification DRC2002-00739) on February 26, 2003, and Building A (3,348 square foot Klusman House), which was designated a historic landmark on April 13, 1993 (Landmark PLANNING COMMISSION STAFF REPORT DR DRC2020-00318, CUP DRC2020-00319, AND VAR DRC2020-00397 - MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 2 Designation 93-05). A vacant 4.45-acre area located along the southern half of the original master plan area was never developed and is now owned by a separate entity from the remainder of the center. The existing Land Use, General Plan and Zoning designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Commercial Center Mixed-Use Community Commercial (CC) District' North Commercial Center (Albertsons, Community Community Commercial (CC) etc.) Commercial District' South Vacant Land Mixed-Use Community Commercial (CC) District' Service Station (Mobil) Mixed-Use Community Commercial (CC) East District2 Multi-Family Residential Medium Medium-High (MH) Residential Development Residential District West Service Station (Chevron) Medium Community Commercial (CC) Residential District' 'Foothill Boulevard Overlay District(Subarea 1) 2Foothill Boulevard Overlay District(Subarea 2) A. Project Overview: The project scope is for the demolition of three buildings (Buildings B, C, and D) and the construction of three new buildings in their place with a combined floor area of 9,497 square feet, including a new drive-thru lane serving Building B. The plotting for the three new buildings will be in close proximity to that of the footprint of the existing buildings to be replaced. The proposed site layout will provide a direct pedestrian connection to the Foothill Boulevard/Vineyard Avenue intersection along with multiple outdoor seating areas adjacent to Buildings B, C, and D. The changes in floor area to Building's B, C and D are as follows: Building A Building B Building C I Building D Building E Existing Project 3,348 SF I 7,514 SF 1,381 SF I 1,240 SF 3,217 SF Proposed Project No Change I 3,348 SF 1,729 SF I 3,260 SF No Change The exterior finishes include the use of batten board siding, wood knee braces, brick wainscoting, stucco, standing seam metal roofs, and metal awnings. Wood trellises with river rock pilasters are proposed over the outdoor patio areas and the drive-thru lane on Building B. All of the related equipment (e.g. HVAC units, refrigeration units, and venting) will be located on the roof of the buildings and will be screened from view by the roof parapets. The open area between Buildings C and D, which connects the interior of the project site and the Foothill Boulevard/Vineyard Avenue corner, will be updated to include decorative paving, open seating areas, and a tree-lined walkway. The project is designed to comply with the development standards for the Community Commercial (CC) District. The applicant has requested a setback reduction for Building D PLANNING COMMISSION STAFF REPORT DR DRC2020-00318, CUP DRC2020-00319, AND VAR DRC2020-00397 - MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 3 due to an existing bus stop/right turn lane, and for an increase in the permitted building height to allow for a parapet wall to screen the rooftop equipment. The project's compliance with the related development standards are shown in the following tables: Required Provided Compliant? Building Setback Foothill Blvd. 25 Feet 25 Feet Yes Building Setback 25 Feet 14 Feet-8 Inches Noe (Vineyard Avenue Building Setback Interior PL 25 Feet 450 Feet Yes Drive-Thru Lane Setback 45 Feet 25 feet No' Landscape Coverage 10 Percent 20 Percent Yes Floor Area Ratio Up to 100 Percent 11 Percent Yes Building Height 20 Feet Maximum 24 Feet' Noe ' Deviation from this requirement is permitted through the design review process per the Development Code Section 17.90.030 2A Variance application for building setback and building height has been submitted for consideration to permit deviation from Development Code requirement Pursuant to Development Code Table 17.64.040-1, parking for retail centers less than 25,000 square feet is parked based on the individual uses. Buildings B and D are proposed to be occupied by food uses. Building C is proposed to be occupied by a retail tenant. Parking Ratio Required Parking Provided Parking Building A (3,348 SF) Retail 1:250 SF 14 Spaces Building B 4,508 SF Restaurant 1:100 SF 45 Spaces Building B (400 SF) Restaurant 1:100 SF 4 Spaces Outdoor Eating Area Building C 1,729 SF Retail 1:250 SF 7 Spaces Building D 3,260 SF Restaurant 1:100 SF 33 Spaces Building E 3,217 SF Restaurant 1:100 SF 32 Spaces Total Parking Spaces 135 Spaces 140 Spaces B. Building F: Staff has discussed with the applicant their future plans for Building F (located at 8172 Vineyard Avenue within the same commercial center). This building has been vacant since it was originally constructed. Over time it has become neglected and the subject of various code enforcement issues. Thus, the City has concluded that as part of this project Building F either needs to be occupied or redeveloped as soon as possible. The applicant has stated that they are working to either lease or sell the building. If it is to be sold, the building will need to be on a separate parcel from the remainder of the center. In order to expedite and ensure progress in either leasing or selling the subject building, a condition of approval has been included with the project requiring that prior to issuance of building or grading permits to construct Buildings B, C, and/or D, Building F will either need to be occupied or a lot line adjustment/parcel map be approved to place the building on a separate parcel from the remainder of the center. C. Conditional Use Permit DRC2020-00319: Drive-thru lanes are a conditionally permitted use within the Community Commercial (CC) District. Development Code Chapter 17.90 (Drive- Thru Uses) provides regulations for the development of drive-thru lanes and states that PLANNING COMMISSION STAFF REPORT DR DRC2020-00318, CUP DRC2020-00319, AND VAR DRC2020-00397 - MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 4 deviations from these regulations may be considered through the design review process. This includes a requirement that the drive-thru lane be setback 45 feet from the curb face and that the length of the drive-thru lane be determined through a study by a traffic engineer. The proposed drive-thru lane is setback approximately 25 feet from the curb face on Foothill Boulevard. The reduction in the drive-thru lane setback is necessary for Building D to not encroach into the existing on-site drive aisles. The proposed drive-thru lane is approximately 2 feet below the grade of the Foothill Boulevard public right-of-way and will include a 30- inch tall screen wall and landscaping to screen the drive-thru lane from public view. The applicant has submitted a traffic study for the project which includes a stacking study for the drive-thru lane. Based on the proposed tenant (Starbucks), and a review of 2 Starbucks in similarly sized commercial centers, it was determined that 95 percent of the time the drive-through lane queue would not exceed 13 vehicles, with a maximum queue of 16 vehicles, 1 percent of the time. The proposed drive-thru lane has a maximum capacity of 13 vehicles. In situations where the number of vehicles exceeds the capacity of the drive- thru lane, the overflow vehicles will back up into the adjacent drive aisle, which includes a stop sign to control left-turn movements into the drive-thru lane. The applicant has submitted a letter (Exhibit D) from Starbucks outlining how they will manage the drive-thru lane and any overflow traffic from the drive-thru lane. The findings of facts below support the necessary Conditional Use Permit findings, which are required by Section 17.16.120.D of the City's Development Code: Finding: The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code, Municipal Code, General Plan, and any applicable Specific Plans or City regulations/standards. Fact: Restaurants with a drive-thru lane are a permitted use within the Community Commercial (CC) District subject to the approval of a Conditional Use Permit. Development Code Chapter 17.90 (Drive-Thru Uses) provides regulations for the development of drive- thru lanes and allows deviations from these regulations through the design review process. Finding: The site is physically suited for the type, density, and intensity of the proposed use including access, utilities, and the absence of physical constraints, and can be conditioned to meet all related performance criteria and development standards. Fact: The existing commercial center in which the drive-thru restaurant will be located is physically suited for the intensity of the proposed drive-thru lane as it is located at the intersection of two major streets, with vehicle entrances off of each street. The drive-thru lane is of adequate length to accommodate the expected number of vehicles. A traffic mitigation plan has been provided for managing any overflow vehicles from the drive-thru lane. Finding: Granting the permit would not be detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located. Fact: The establishment of the restaurant with a drive-thru land will not be detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, PLANNING COMMISSION STAFF REPORT DR DRC2020-00318, CUP DRC2020-00319, AND VAR DRC2020-00397 - MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 5 property, or improvements in the vicinity in which the project is located. The project was designed to meet all applicable Development Code standards, performance criteria, and can be conditioned appropriately to minimize any potential impacts to adjacent properties. D. Variance DRC2020-00397: The project includes a request for a Variance to reduce the required street setback of Building D as measured from the curb face on Vineyard Avenue, and for an increase in the maximum permitted building height related to the screening of rooftop equipment. The required building setback on Vineyard Avenue (Foothill Boulevard Overlay Activity Center) is 25 feet. Building D has a proposed setback of 14 feet-8 inches. The bus turnout/right turn lane reduces the Vineyard Avenue public right-of-way by approximately 13 feet, which in turn brings the curb face 13 feet closer to the street fronting building (Building D). The proposed building is located in close proximity to the existing building, which was also deficient in meeting the Vineyard Avenue streetscape setback. The maximum building height within Subarea 2 of the Foothill Boulevard Overlay Zoning District is 20 feet within 50 feet of the curb face, except that tower elements can go up to 45 feet in height. The applicant is requesting a maximum height of 24 feet to allow for a parapet to adequately screen the rooftop equipment. The findings of facts below support the necessary Variance findings, which are required by Section 17.16.030.E of the City's Development Code: 1. Finding: Strict or literal interpretation and enforcement of the specified regulation would result in a difficulty or unnecessary physical hardship inconsistent with the objectives of this Code. Fact: The strict interpretation of the required 25-foot streetscape setback for Building D would create unnecessary hardship and would be contrary to the intent of the Foothill Boulevard Overlay District to place buildings closer to the public right-of-way in designated activity centers. Building D is located adjacent to a bus turnout/right turn lane which reduces the width of the public right-of-way by approximately 13 feet. The strict interpretation of the 25-foot building height limit would also create an unnecessary hardship as it would make it difficult to screen the rooftop equipment in a manner that is architecturally compatible with the proposed buildings. 2. Finding: There are exceptional or extraordinary circumstances or conditions applicable to the property involved or to the intended use of the property that does not apply generally to other properties in the same zone. Fact: Regarding the request to reduce setbacks, the project site is located adjacent to a bus turnout/right turn lane which increases the width of the public right-of-way by approximately 13 feet. This condition generally does not apply to other commercial centers in the City. Further, regarding the request for increased building height, the grades on the project site also make it necessary to raise the parapet heights on the building to screen the rooftop equipment. 3. finding: Strict or literal interpretation and enforcement of the specified regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the same zone. PLANNING COMMISSION STAFF REPORT DR DRC2020-00318, CUP DRC2020-00319, AND VAR DRC2020-00397 - MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 6 Fact: Without a reduction in the required building setback from the curb face on Vineyard Avenue, the building setback of Building D would be required to be increased by 10 feet, contrary to the intent of the Foothill Boulevard Overlay District, which encourages buildings to be located closer to the public right-of-way in activity centers. Without an increase in the permitted building height, the rooftop equipment could not be screened by the roof parapets, a normal requirement in the City. 4. Finding: The granting of the Variance will not constitute a grant of special privilege inconsistent with the limitations on other properties classified in the same zone. Fact: It is common practice to grant a Variance for reduced setbacks when a building is located adjacent to a bus turnout/right turn lane. It is also not a grant of special privilege to allow the parapets to be of adequate height to screen the rooftop equipment. 5. finding: The granting of the Variance will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. Fact: The reduction in the building setback and a minor increase in the building parapet heights will not negatively impact the surrounding property owners as the proposed building will replace an existing building on the project site with a similar building setback. The additional building parapet height will also not impact the surrounding property and will permit the necessary rooftop equipment to be screened from public view. E. Design Review Committee: The project was reviewed by the Design Review Committee (Oaxaca, Williams, and Smith) on February 16, 2021. Staff presented the project to members of the Design Review Committee and recommended approval as presented. The committee stated that the project was well designed and recommended that the project move forward to the Planning Commission for final review. F. Public Art: The project is subject to the public art requirement. The applicant may either provide public art on the project site with a minimum value of$9,497 or pay an in-lieu fee to the City's public art fund, equal to the minimum value of art that would otherwise be included in the development project. Alternatively, the applicant may elect to donate public art to the City. A condition has been included pursuant to the Development Code that requires the public art requirement to be met prior to occupancy. G. Environmental Assessment: Planning Staff determined that the project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA Guidelines. The project qualifies as a Class 2 exemption under State CEQA Guidelines 15302 (Replacement or Reconstruction) as the scope of work is to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet in close proximity to the existing buildings. Staff finds that there is no substantial evidence that the project will have a significant effect on the environment. The Planning Director has reviewed staff's determination of exemption, and based on her own independent judgment, concurs with staffs determination of exemption. FISCAL IMPACT: PLANNING COMMISSION STAFF REPORT DR DRC2020-00318, CUP DRC2020-00319, AND VAR DRC2020-00397 - MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 7 The project site is currently assessed an annual property tax. A percentage of this annual tax is shared with the City. The proposed development will increase the value of the project site and the City's annual share of the property tax will increase accordingly. The project proponent will also be responsible for paying one-time impact fees. These fees are intended to address the increased demand for City services due to the proposed project. The following types of services that these impact fees would support include the following: library services, transportation infrastructure, drainage infrastructure, animal services, police, parks, and community and recreation services. COUNCIL GOAL(S) ADDRESSED: The project fulfills City Council Core Value #7 (Continuous Improvement) by reinvigorating an existing commercial center, thereby improving the visual aesthetics along Foothill Boulevard and providing quality tenant spaces for commercial uses. CORRESPONDENCE: This item was advertised as a public hearing with a regular page legal advertisement in the Inland Valley Daily Bulletin newspaper, the property was posted on March 31, 2021, and notices were mailed to all property owners (232 addresses)within a 660-foot radius of the project site on March 31, 2021. To date, no comments/correspondence has been received in response to these notifications. EXHIBITS: Exhibit A - Aerial Photo Showing Project Location Exhibit B - Complete Set of Plans Exhibit C - Colored Elevations Exhibit D - Starbucks Drive-Thru Lane Management Plan Exhibit E - Design Review Committee Comments (February 16, 2021) and Meeting Minutes Draft Resolution 20-20 of Approval for Design Review DRC2020-00318 Draft Resolution 20-21 of Approval for Conditional Use Permit DRC2020-00319 Draft Resolution 20-22 of Approval for Variance DRC2020-00397 ti c Takeout Delivery Klatch Coffee Rancl n y ® Q Takeout 0 0 U O 16 a Jack in the Box Gentle Dental Foothill �( n Takeout•Delivery 0 W Foothill Blvd « [e 66 1 I Q1 King Falafel And Grill Q 1 Takeout•Delivery I ARCO In-N-Out 1 I Chevron 1 1 I tao Project Site < Takeout-Delivery I I < I 1 �...... ...s...7 1 1 1 1 I 1 I 1 I 1 I 1 I I I 1 I < 1 1 � d a D m 0 Exhibit A < TERRAZA DEL SOL A McKent !y Matak ARCHITECTS 35 Hugus Alley Suite 200 FOOTF1 I LL V1 14 ElfAREI PLA:EA Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 SWC FOOTHILL BLVD , & VINEYARD AVE , A PROJECT FOR: RANCHOCUCAMONGA, CA 91730 FOOTHILL VINEYARD PLAZA, LLC 8172 VINEYARD AVENUE RANCHO CUCAMONGA, CA 91730 TEL. 310.760.6313 DESIGN REVIEW RESUBMITTAL & COU * Po GENERAL DATA BUILDING AND SITE SUMMARY SHEET INDEX FOOTHILL BLVD. BLDG. C EXISTING BUILDING SUMMARY PROPOSED BUILDING SUMMARY ARCHITECTURAL I BLDG. D PROJECT 8865 FOOTHILL BLVD. 4 _ . _..1..=..�._.._ L__..u..�,.�. ._.._.. .._..� E BUILDING A RETAIL -1ST FLR. & RETAIL -2ND FLR. ±3 T-100 TITLE SHEET - - - - - - -..1._.._�. 1 ADDRESS: RANCHO CUCAMONGA, CALIFORNIA 91730 O ( ) ,348 SF (E) BUILDING A (RETAIL-1 ST FLR. & RETAIL -2ND FLR.) ±3,348 SF i C-01 ALTA/NSPS LAND TITLE SURVEY (FOR REFERENCE ONLY) (E) BUILDING B (OFFICES & RESTAURANT) 7,514 SF NEW BUILDING B (REST. W/ DRIVE-THRU) ±4,508 SF NAP. ASSESSORS 0207-21 1 -42-0-000 C-02 ALTA/NSPS LAND TITLE SURVEY (FOR REFERENCE ONLY) - -_ W (E) BUILDING C (FAST FOOD & RETAIL) 1,381 SF NEW BUILDING C (RETAIL) 1,729 SF GP-01 PRELIMINARY WATER QUALITY MANAGEMENT PLAN PARCEL #: SITE AND DRAINAGE AREA (E) BUILDING D (RETAIL) 1,240 SF NEW BUILDING D (REST./FAST FOOD) ±3,260 SF BLDG. B ®: •� CITY OF RANCHO CUCAMONGA CA (E) BUILDING E (RESTAURANT) 3,217 SF (E) BUILDING E (RESTAURANT) 3,217 SF GP-02 PRELIMINARY WATER QUALITY MANAGEMENT PLAN _I i _ -I 0 LOCATION: SITE AND DRAINAGE AREA GP-03 CONCEPTUAL GRADING PLAN TOTAL EXISTING BUILDING AREA: ±16,700 SF TOTAL PROPOSED BUILDING AREA: 16,062 SF Z TOTAL SITE AREA: TOTAL SITE AREA = (184,188.51 S.F.) ±4.21 ACRES L-1 .1 PROPOSED PRELIMINARY IRRIGATION PLAN AFFECTED REDEVELOPMENT AREA = 39,695 S.F. (0.91 ACRES) L-1 .2 PROPOSED TREE PLANTING PLAN _ �i- _ t PARKING SUMMARY L-1 .3 PROPOSED SHRUB PLANTING PLAN 0 JURISDICTION: CITY RANCHO CUCAMONGA, CA BUILDING AREA TO BE DEMOLISHED: (E) BUILDING A (±1,848 SF @ 1 PER 250 SF) = 7.3 STALLS A010 OVERALL SITE PLAN (FOR REFERENCE ONLY) __ -_ - - -- (E) BUILDING B (OFFICES & RESTAURANT) 7,514 SF (±1,500 SF @ 1 PER 250 SF) = 6 STALLS A010.1 SITE UTILIZATION MAP --- ; A010.2 EMERGENCY ACCESS/FIRE ACCESS PLAN GENERAL PLAN GENERAL COMMERCIAL (GC) (E) BUILDING C (FAST FOOD & RETAIL) 1,381 SF NEW BUILDING B (±4,508 SF @ 1 PER 100 SF) = 45 STALLS BLDG. � DESIGNATION: A011 ENLARGED SITE PLAN (E) BUILDING D (RETAIL) 1,240 SF NEW BUILDING B - OUTDOOR PATIO (±400 SF @ 1 PER 100 SF) = 4 STALLS A012 ENLARGED COURTYARD PLAN N EXISTING ZONING: COMMUNITY COMMERCIAL (CC) TOTAL BUILDING AREA TO BE DEMOLISHED: ±10,135 SF (N) BUILDING C (±1,729 SF @ 1 PER 250 SF) = 7 STALLS Al00 PROPOSED FLOOR PLAN (BUILDING B) KEY MAP SUBAREA 2 A101 PROPOSED FLOOR PLAN (BUILDING C) (N) BUILDING D (±3,260 SF @ 1 PER 100) = 33 STALLS A102 PROPOSED FLOOR PLAN (BUILDING D) PROPOSED GENERAL COMMERCIAL GC EXISTING BLDG. AREA TO REMAIN: ±6,565 SF (E) BUILDING E (3,214 SF @ 1 PER 100 SF) = 32 STALLS LAND USE: ( ) Al 30 PROPOSED ROOF PLAN (BUILDING B) TOTAL EXISTING PARKING STALLS ON AFFECTED REDEVELOPMENT AREA: 161 STALLS TOTAL PARKING REQUIRED: 134.3 STALLS A131 PROPOSED ROOF PLAN (BUILDING C) SETBACKS: BUILDING STANDARD: 157 STALLS A132 PROPOSED ROOF PLAN (BUILDING D) LAND USE: TOTAL PARKING PROVIDED ON AFFECTED REDEVELOPMENT AREA: 140 STALLS A200 EXTERIOR ELEVATIONS & PAVING PLAN (BUILDING B) Street yard (measure from face of the ultimate curb) HANDICAP: 4 STALLS A201 EXTERIOR ELEVATIONS & PAVING PLAN (BUILDING B) Foothill Boulevard - 25 FT. PROJECT AREA OF DISTURBANCE: 39,695 S.F. (0.91 ac) (±4.21 Entire Site) TOTAL PARKING RATIO ON AFFECTED REDEVELOPMENT AREA: 8.7/ 1,000 S.F. A202 EXTERIOR ELEVATIONS & PAVING PLAN (BUILDING C) Vineyard Avenue 25 FT. TOTAL EXISTING IMPERVIOUS AREA (Within project limits): 32,732 S.F. PARKING SURPLUS: 6 STALLS A203 EXTERIOR ELEVATIONS & PAVING PLAN (BUILDING D) TOTAL NEW IMPERVIOUS AREA (Within project limits): 4,531 S.F. (0.10 ac) A300 BUILDING SECTIONS (BUILDING B) DESIGN REVIEW SUBMITTAL & C.U.P. Rear Property Line: TOTAL REMOVAL AND REPLACEMENT OF IMPERVIOUS AREA: 27,695 S.F. (0.64 ac) BICYCLE PARKING PER CAL GREEN REQUIRED PROVIDED A301 BUILDING SECTIONS (BUILDING C) SHORT TERM BICYCLE 98 STALLS @ 5% 4.9 5 A302 BUILDING SECTION (BUILDING D) Adjacent to existing or planned residential development- 25 FT. PERVIOUS AREA: 7,469 S.F. (0.17 ac) ( ° ) TOTAL NEW LANDSCAPE ON AFFECTED AREA ONLY: ±12,023 S.F. (Customer parking 140 stalls @ 70% =98 stall) A303 TRASH ENCLOSURE PLAN & ELEVATIONS Adjacent to existing or planned commercial development = 0 FT. LONG TERM BICYCLE (42 STALLS @ 5%) 2.1 2 Interior Side Property Line: PERCENTAGE OF LANDSCAPE COVERAGE FOR PARCEL A : 20% (Employee parking 140 stalls @ 30% = 42 stalls)) (1 DBL. LOCKER) PROJECT TEAM FOOTHILL VINEYARD PLAZA (±37,737 S.F. / 184,188.51 S.F. = .20) NOTES: Adjacent to existing or planned residential development= 25 FT. OWNER: FOOTHILL VINEYARD PLAZA,LLC Adjacent to existing or planned commercial development = 5 FT. FL Rancho FLOOR AREA RATIO FOR PARCEL A: 0.11 CITY OF RANCHO CUCAMONGA, CA 8172 Vineyard Avenue SWC Foothill Blvd. & Vineyard Ave. * (_21,851 S.F. / 184,188.51 S.F. = .11) MUNICIPAL CODES PARKING REQUIREMENTS, TABLE 17.64.050-1: OFFICES & RETAIL STORES: 4/1,000 SF Rancho Cucamonga, CA 91730 �c NOTE: RESTAURANT & FAST FOOD: 10/1000 SF 310.760.6313 TEL Rancho Cucamonga, CA 91730 PARKING THE FLOOR AREA RATIO WAS CALCULATED WITH EXISTING BLDG. 'IF" , F" (±5,789 S.F.). CONTACT: Mr. Bijan Radnia Foothill Boulevard -- 50 FT. THIS BLDG. WAS NOT SHOWN ON THE PLAN AND NOT PART OF THE AFFECTED REDEVELOPMENT AREA. E-mail Address: delamopork@aol.com Vineyard Avenue 50 FT. THE OVERALL PARKING FOR PARCEL "A" IS 161 (140 + 21 PARKING STALLS FOR BLDG. 'IF") & F") McKENTLY MALAK ARCHITECTS. INC. - 35 Hugus Alley, Suite 200 ISSUES / REVISIONS Rear Property Line: CO NTI D. GENERAL DATA ARCHITECT: Pasadena, California 91 103 No. DATE DESCRIPTION Adjacent to existing or planned residential development- 15 FT. SHEET LEGEND 626.583.8348 TEL 626.583.8387 FAX Mr. Han Mlk LEGAL yaa 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. Adjacent to existing or planned commercial development = 5 FT. DESCRIPTION CONT'D.: E-mail Address: hany@mckently.com 2 1 1 .10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. Interior Side Property Line: BEGINNING AT THE CENTERLINE INTERSECTION OF FOOTHILL BOULEVARD AND VINEYARD AVENUE AS SHOWN ON RECORD OF TROLLER MAYER, LANDSCAPE ARCHITECT p y COLUMN GRID LINES -- MATCH LINE LANDSCAPE 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. SURVEY RECORDED IN BOOK 92, PAGE 58 OF RECORD OF SURVEY, RECORDS OF SAID COUNTY; THENCE SOUTH 00° 13'40" l� 1403 Kenneth Road, Suite B Adjacent to existing or planned residential development:-- 15 FT. WEST,ALONG THE CENTERLINE OF SAID VINEYARD AVENUE,A DISTANCE OF 98.01 FEET; THENCE NORTH 89°46'20"WEST 61.00 _ DRAWING NUMBER ARCHITECT: Glendale, California 91201 FEET TO A POINT IN THE WESTERLY RIGHT-OF-WAY OF SAID VINEYARD AVENUE, SAID POINT BEING THE TRUE POINT OF Adjacent to existing or planned commercial development = 5 FT. BEGINNING; THENCE SOUTH 00° 13'40"WEST,ALONG SAID RIGHT-OF-WAY,A DISTANCE OF 474.47 FEET; THENCE NORTH 89°52' _ __ DRAWING NUMBER # 818.956.8101 TEL 818.956.0120 FAX 30"WEST 79.99 FEET;THENCE SOUTH 00° 13'40"WEST 90.00 FEET TO THE SOUTHERLY LINE OF SAID LOT 17;THENCE NORTH Ax z.z 89° 52'30"WEST, � # � = SHEET NUMBER CONTACT: Mr. Rick Mayer ALONG SAID SOUTHERLY LINE A DISTANCE OF 81.87 FEET; THENCE NORTH 00 00 00 WEST 272.66 FEET SECTION CUT&TAG THENCE NORTH 90 00 00 WEST 289.73 FEET; THENCE NORTH 00 01 00 EAST 134.15 FEET; THENCE NORTH 89 47 06 WEST E-mail Address: rmayer@trollermayer.com PROPOSED USE: NEW BUILDING B: (REST. W/ DRIVE-THRU) 19.81 FEET;THENCE NORTH 00° 13'41"EAST 185.00 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT - _ SHEET NUMBER f DRAWING NUMBER NEW BUILDING C: RETAIL SOUTHERLY 72.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE CENTERLINE OF SAID FOOTHILL BOULEVARD; THENCE # CIVIL RASMITH (RETAIL) SOUTH 890 47'06" EAST,ALONG SAID PARALLEL LINE,A DISTANCE OF 448.98 FEET;THENCE SOUTH 41° 16'33"EAST 34.71 FEET A DRAWING NUMBER Axx•x SHEET NUMBER 8881 Research Drive NEW BUILDING D: REST./FAST FOOD TO THE TRUE POINT OF BEGINNING. # ENGINEER: ( ) p B Irvine, California 92618-4236 ALSO SHOWN AS PARCEL 1 OF AMENDED CERTIFICATE OF COMPLIANCE NO. 557 LOT LINE ADJUSTMENT AS RECORDED JUNE Az z,z --- _ SHEET NUMBER AREA OF DETAIL 949.872.2378 TEL 18,2004 AS INSTRUMENT NO.2004-0434439, OF OFFICIAL RECORDS. C CONTACT: Mr. Chris Bratty STORY OCCUPANCY NEW BUILDING B: A-2 1 VIEW OR DIRECTION E-mail Address: Chris.Bra @raSmith.com ( ) (HEIGHT: ±32 FT.) PARCEL B: DATUM POINT Bratty@raSmith.com INSTRUMENTS OF SERVICE,ALL DESIGNS, IDEAS,AND INFORMATION SHOWN GROUP: NEW BUILDING C: M 1 STORY HEIGHT: ±28 FT.) HEIGHT OR LEVEL ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ( ) ( ) COUNTY OF SAN BERNARDINO, STATE OFOCALIFORNIA,ASF LOT 10, UPERMONGA MAP RECORDEDDIN BOOKIN THE CITY OF 0, PAGE 44 OF MAPSHRECORDED nINA �'T. p. PARA ET VICINITY MAP SCALE: N.T.S ASSOUSED CIN CONNO PART ECTION WITHOAF SHALL BE COPIED, DISCLOSED NY WORK OR PROJECT OTHER THOANOTHERS, OR NEW BUILDING D: A-2 (1 STORY) (HEIGHT: ±30 FT.) THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: # DRAWING NO. SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED _zz BEGINNING AT THE CENTERLINE INTERSECTION OF FOOTHILL BOULEVARD AND VINEYARD AVENUE AS SHOWN OF RECORD OF DESCRIPTION WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES. VISUAL � SHEET NO. PROJECT SITE: CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE SURVEY RECORDED IN BOOK 92, PAGE 58 OF RECORD OF SURVEY, RECORDS OF SAID COUNTY; THENCE SOUTH 00 13 40 CONSTRUCTION NEW BUILDING B: TYPE V-B, FULLY SPRINKLERED WEST,ALONG THE CENTERLINE OF SAID VINEYARD AVENUE,A DISTANCE OF 98.01 FEET; THENCE NORTH 89°46'20"WEST 61.00 OF ACCEPTANCE OF THESE RESTRICTIONS. TYPE: FEET TO A POINT IN THE WESTERLY RIGHT-OF-WAY OF SAID VINEYARD AVENUE;THENCE SOUTH 00° 13'40"WEST,ALONG SAID SWC FOOTHILL BLVD. & VINEYARD AVE. NEW BUILDING C: TYPE V-B, FULLY SPRINKLERED RIGHT-OF-WAY,A DISTANCE OF 474.47 FEET;THENCE NORTH 89°52'30"WEST 79.00 FEET;THENCE SOUTH 00° 13'40"WEST ABBREVIATION RANCHO CUCAMONGA CA 91730 90.00 FEET TO THE SOUTHERLY LINE OF SAID LOT 17;THENCE NORTH 89°52'30"WEST,ALONG SAID SOUTHERLY LINE, A JOB NUMBER: 18229MMA NEW BUILDING D: TYPE V-B, FULLY SPRINKLERED DISTANCE OF 81.87 FEET; THENCE NORTH 00° 00'00"WEST 272.66 FEET;THENCE NORTH 90°00' 00"WEST 289.73 FEET;THENCE NORTH 000 01'00"EAST 134.15 FEET; THENCE NORTH 89°47'06"WEST 19.81 FEET TO THE TRUE POINT OF BEGINNING;THENCE A.D.A. AMERICAN WITH FIN. FINISH PLWD PLYWOOD DRAWN BY: CR CHECKED BY: HM.M. CONTINUING NORTH 890 47'06"WEST 243.78 FEET TO THE EASTERLY LINE OF THE LAND CONVEYED TO THE SAN BERNARDINO DISABILITIES ACT FLR. FLOOR R. RADIUS BASELINE ROAD DATE: 12.18.2020 COUNTY FLOOD CONTROL DISTRICT BY DEED RECORDED MAY 27, 1944 IN BOOK 1682 PAGE 269, OF OFFICIAL RECORDS, A.C.T. ACOUSTIC CEILING TILE F.R. FIRE RATED REQ REQUIRED OR REQUIREMEN BOUNDARIES THIS PLAN HAS BEEN PREPARED BY USING RECORDS OF SAID COUNTY; THENCE NORTH 04°27'58" EAST,ALONG SAID EASTERLY LINE,A DISTANCE OF 91.32 FEET;THENCE A.F.F. ABOVE FINISH FLOOR GA. GAUGE S.C. SOLID CORE INFORMATION: THE A.L.T.A./N.S.P.S. SURVEY PREPARED BY RASMITH ALONG THE EASTERLY LINE OF SAID LAND CONVEYED TO THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT,THE ALUM. ALUMINUM G.C. GENERAL CONTRACTOR $IM. SIMILAR W SHEET DESCRIPTION: FOLLOWING TWO COURSES:NORTH 61° 33'39" EAST 40.50 FEET;THENCE NORTH 20°27'58" EAST 102.87 FEET TO A POINT IN A A.P. ACCESS PANEL GYP. BD. GYPSUM BOARD SSTL STAINLESS STEEL CREATIVITY BEYOND ENGINEERING, DATED 10.24.2019. LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 50.00 FEET,MEASURED AT RIGHT ANGLES, FROM THE CENTERLINE OF APPROX APPROXIMATELY H.C. HOLLOW CORE SUSP SUSPENDED FOOTHILL BOULEVARD;THENCE SOUTH 89°47'06"EAST,ALONG SAID PARALLEL LINE,A DISTANCE OF 100.89 FEET; THENCE CEM. CEMENT HDWD. HARDWOOD TYP. TYPICAL CHJRCH ST. SOUTH 000 13'40"WEST 22.00 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 72.00 FEET, CL CENTER LINE HORIZ. HORIZONTAL U.O.N. UNLESS OTHERWISE NOTED MEASURED AT RIGHT ANGLES, FROM SAID CENTERLINE OF FOOTHILL BOULEVARD;THENCE SOUTH 89°47'06" EAST,ALONG CLG. CEILING HR. HOUR U.P.S. UNINTERRUPTED SAID PARALLEL LINE,A DISTANCE OF 65.02 FEET;THENCE SOUTH 000 13'41"WEST 185.00 FEET TO THE TRUE POINT OF CLO. CLOSET HT. HEIGHT POWER SUPPLY TITLE SHEET C.T. CERAMIC TILE H.V.A.C. HEATING,VENTILATION VA.V. VARIABLE AIR VOLUME BEGINNING. COL. COLUMN AIR CONDITIONING V.C.T. VINYL COMPOSITE TILE CONC. CONCRETE INCL. INCLUDING/INCLUDED V.I.F. VERIFY IN FIELD FOOTHIL BLVD. ALSO SHOWN AS PARCEL 3 OF AMENDED CERTIFICATE OF COMPLIANCE NO. 557 LOT LINE ADJUSTMENT AS RECORDED JUNE CONT. CONTINUOUS JST. JOIST VERT. VERTICAL p 18,2004 AS INSTRUMENT NO. 2004-0434439, OF OFFICIAL RECORDS. CONST. CONSTRUCTION W/OR W/O WITH OR WITHOUT '5pl. C DIA. DIAMETER LAV. LAVATORY PARCEL C: DIM DIMENSION L.L. LANDLORD W.C. WATER CLOSET W DTL DETAIL MAX. MAXIMUM WD. WOOD w DWGS. DRAWINGS MISC. MISCELLANEOUS W.I.C. WOOD INSTITUTE OF 0 THAT PORTION OF LOT 17, SUBDIVISION OF LOT 10, CUCAMONGA VINEYARD TRACT, IN THE CITY OF RANCHO CUCAMONGA, CALIFORNIA ``' Il COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS RECORDED ON BOOK 20, PAGE 44 OF MAPS, RECORDS OF SAN (E) EXISTING M NG M NNMUMCTURER W R. WATER RESISTANT z Z) PROJECT SHEET NUMBER: E.C. ELECTRICAL CONTRACTOR w a BERNARDINO COUNTY, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: EXP. EXPOSED MTL. METAL a ¢ LO CATI O N Exhibit B EQ. EQUAL (N) NEW ARROW H . BEGINNING AT A POINT ON THE WEST LINE OF VINEYARD AVENUE BEING THE SOUTHEAST CORNER OF LOT 17;THENCE WEST F.C. FIXTURE CONTRACTOR N.I.C. NOT IN CONTRACT ALONG THE SOUTH LINE OF SAID LOT 17; 110 FEET;THENCE NORTH 90 FEET;THENCE EAST 110 FEET TO THE EAST LINE OF O.C. ON CENTER ' SAID LOT 17;THENCE SOUTH 90 FEET ON THE EAST LINE OF SAID LOT 17, BEING THE WEST LINE OF VINEYARD AVENUE,TO THE F.D. FLOOR DRAIN OPP. OPPOSITE POINT OF BEGINNING. F.E. FIRE EXTINGUISHER PLAM PLASTIC LAMINATE VIC/N/TY MAP � w T 100 NORTH APN/PARCEL ID(S): 0207-211-42-0-000,0207-211-45-0-000, 0207-211-46-0-000 AND 0207-211-05-0-000 Nor r0 SC4[E BASED ON SCHEME SP-08 M Ke M -alak ARCHITECTS 35 Hugus ALLey Suite 200 Pasadena California 91103 - 3648 TEL 626 583 8348 FAQ 626 583 8387 ID ED A PROJECT FOR: a a a aZ7 11:1931:11P0930 0 FOOTH I LL VI N EYARD PLAZA, LLC CITY OF RANCHO CUCAMONGA , COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA 8172 VINEYARD AVENUE w RANCHO CUCAMONGA, CA91730 0 LEGAL DESCRIPTION TITLE REPORT EXCEPTIONS (CONT) TEL. 310.760.6313 BASED UPON PRELIMINARY TITLE REPORT NO. 111915289, DATED SEPTEMBER 19, 2019, PREPARED BY I I I I I I I I CHICAGO TITLE COMPANY. 19 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A I I I I I I I I CUMENT: IN FAVOR OF: CITY OF RANCHO CUCAMONGA BEING A SURVEY OF A PORTION OF THE FOLLOWING: PURPOSE: ROAD RECORDING DATE: MAY 12, 1981 w THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN RECORDING NO.: 81-103854, OF OFFICIAL RECORDS < I I I I I I I I BERNARDINO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: AFFECTS: SAID LAND GENERAL NOTES BLVD. � BLDG. C PARCEL A: 20. [THE LAND DESCRIBED HEREIN IS INCLUDED WITHIN A PROJECT AREA OF THE REDEVELOPMENT AGENCY] 1. THE LAND AREA OF THE SUBJECT PROPERTY IS 5.43 ACRES, AS DESCRIBED IN THE LEGAL FQQ�N`�- SITE FOOTHILL BLVD. THAT PORTION OF LOT 17 OF A SUBDIVISION OF LOT 10, CUCAMONGA VINEYARD TRACT, IN THE CITY OF RANCHO 21. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER MATTERS DESCRIPTION. BLDG. D CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 20, PAGE 44 OF SHOWN ON RECORDING NO.: IN BOOK 92 PAGE 58, RECORDS OF SURVEY MAPS, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: 2. TITLE SEARCH - THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY R.A. SMITH, INC. OR > EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A JERALD ANHORN TO DETERMINE OWNERSHIP OF THIS PROPERTY. R.A. SMITH, INC. RELIED UPON BEGINNING AT THE CENTERLINE INTERSECTION OF FOOTHILL BOULEVARD AND VINEYARD AVENUE AS SHOWN ON RECORDDOCUMENT: D CUMENT: PRELIMINARY TITLE REPORT NO. 111915289, DATED SEPTEMBER 19, 2019, PREPARED BY CHICAGO w o �0 OF SURVEY RECORDED IN BOOK 92, PAGE 58 OF RECORD OF SURVEY, RECORDS OF SAID COUNTY; THENCE SOUTH 00' IN FAVOR OF: RANCHO CUCAMONGA M N.A.P. . 13' 40" WEST, ALONG THE CENTERLINE OF SAID VINEYARD AVENUE, A DISTANCE OF 98.01 FEET; THENCE NORTH 89' TITLE COMPANY. Q Q cv li - PURPOSE: STREET, HIGHWAY > �� ? , ; 46' 20" WEST 61.00 FEET TO A POINT IN THE WESTERLY RIGHT—OF—WAY OF SAID VINEYARD AVENUE, SAID POINT BEING RECORDING DATE: AUGUST 11, 1994 w w °� THE TRUE POINT OF BEGINNING; THENCE SOUTH 00' 13 40 WEST, ALONG SAID RIGHT-OF-WAY, A DISTANCE OF RECORDING NO.: 94-341515, OF OFFICIAL RECORDS 3. OCCUPATION LINES, ENCROACHMENTS AND RECOVERED SURVEY MONUMENTS ARE SHOWN AS Y z r AFFECTS: A PORTION OF SAID LAND FOUND DURING A FIELD SURVEY PERFORMED UNDER MY DIRECT SUPERVISION DURING OCTOBER, Q > 0 BLDG. B 474.47 FEET; THENCE NORTH 89' 52' 30" WEST 79.99 FEET; THENCE SOUTH 00' 13' 40" WEST 90.00 FEET TO THE m cam! CO SOUTHERLY LINE OF SAID LOT 17; THENCE NORTH 89' 52' 30 WEST, ALONG SAID SOUTHERLY LINE, A DISTANCE OF 2019• a 0. cN O 23. THE LAND DESCRIBED HEREIN IS INCLUDED WITHIN A PROJECT AREA OF THE REDEVELOPMENT AGENCY o u 81.87 FEET; THENCE NORTH 00' 00' 00" WEST 272.66 FEET, THENCE NORTH 90' 00' 00" WEST 289.73 FEET; THENCE [ ] ARROW ROUTE Q N " " " I� _..i..� C ! Q NORTH 00' 01 00 EAST 134.15 FEET; THENCE NORTH 89' 47 06 WEST 19.81 FEET, THENCE NORTH 00' 13 41 4. PARCEL AREA SHOWN IS DETERMINED BASED UPON FIELD MEASUREMENTS MADE DURING A U ,� - _ >_ EAST 185.00 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 72.00 FEET, MEASURED AT Q EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: FIELD SURVEY PERFORMED IN OCTOBER, 2019. c° '- - 1_ W GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY A CORPORATION E - - - _ Z RIGHT ANGLES, FROM THE CENTERLINE OF SAID FOOTHILL BOULEVARD; THENCE SOUTH 89' 47' 06" EAST, ALONG SAID op c 0` i - - i PURPOSE: PUBLIC UTILITIES oo > � y I- -l= -1 1 b" PARALLEL LINE, A DISTANCE OF 448.98 FEET; THENCE SOUTH 41' 16' 33" EAST 34.71 FEET TO THE TRUE POINT OF 6. THERE EXIST 157 REGULAR PARKING SPACES AND 4 HANDICAPPED PARKING SPACES ON THE _ _ -- - - RECORDING DATE: DECEMBER 11, 2002 VICINITY MAP L v BEGINNING. RECORDING NO.: 2002-673370, OF OFFICIAL RECORDS SUBJECT PROPERTY. - i AFFECTS: A PORTION OF SAID LAND ALSO SHOWN AS PARCEL 1 OF AMENDED CERTIFICATE OF COMPLIANCE NO. 557 LOT LINE ADJUSTMENT AS RECORDED 7. VEHICULAR ACCESS PROVIDED ON FOOTHILL BOULEVARD AND VINEYARD AVENUE, PUBLIC JUNE 18, 2004 AS INSTRUMENT NO. 2004-0434439, OF OFFICIAL RECORDS. 25. [NOTICE OF CONDITION, SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT] N. T S. STREETS. PARCEL B: -- r -------_-- !_ 26. [AN UNRECORDED LEASE] THAT PORTION OF LOT 17 OF A SUBDIVISION OF LOT 10, CUCAMONGA VINEYARD TRACT, IN THE CITY OF RANCHO 8. THE TOTAL OF ALL BUILDING AREAS (BASED UPON EXTERIOR FOOTPRINT OF BUILDING, NOT W BLDG. E CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 20, PAGE 44 OF 27. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING INTERIOR FLOOR SPACE) IS 11,983 SQUARE FEET. Z MAPS, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL ■ 0 N STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER 9, THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR Z KEY P BEGINNING AT THE CENTERLINE INTERSECTION OF FOOTHILL BOULEVARD AND VINEYARD AVENUE AS SHOWN OF RECORD EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, BUILDING ADDITIONS, STREET E SIDEWALK CONSTRUCTION WITHIN RECENT MONTHS. W OF SURVEY RECORDED IN BOOK 92, PAGE 58 OF RECORD OF SURVEY, RECORDS OF SAID COUNTY; THENCE SOUTH 00' EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN o 13' 40" WEST, ALONG THE CENTERLINE OF SAID VINEYARD AVENUE, A DISTANCE OF 98.01 FEET, THENCE NORTH 89' THE DOCUMENT Z 46' 20" WEST 61.00 FEET TO A POINT IN THE WESTERLY RIGHT-OF-WAY OF SAID VINEYARD AVENUE; THENCE SOUTH RECORDING DATE: SEPTEMBER 5, 2003 10. THERE IS NO VISIBLE EVIDENCE OR PRIOR KNOWLEDGE OF CEMETERIES WITHIN 100 FEET OF O " RECORDING NO.: 2003-0668210, OF OFFICIAL RECORDS THE PROPERTY. Lu m 00' 13 40 WEST, ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 474.47 FEET; THENCE NORTH 89' 52 30 WEST 79.00 SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT THE LIEN OF POLICY OF PFREPAFRER FEET; THENCE SOUTH 00' 13 40 WEST 90.00 FEET TO THE SOUTHERLY LINE OF SAID LOT 17; THENCE NORTH 89' ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. >_ 52' 30" WEST, ALONG SAID SOUTHERLY LINE, A DISTANCE OF 81.87 FEET; THENCE NORTH 00' 00' 00" WEST 272.66 11. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR " � SANITARY LANDFILL OR WETLANDS. AS A MATTER OF POLICY, ONLY OFFICIALLY RELEASED COPIES OF THIS SURVEY HAVE A "WET > 8 FEET, THENCE NORTH 99 00' 00" WEST 289.73 FEET; THENCE NORTH 00' 01' 00" EAST 134.15 FEET; THENCE NORTH EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A SIGNATURE ALONG WITH THE RELEASE/REVISION DATE(S) SHOWN. ANY MODIFICATIONS, UPDATES, 89' 47' 06" WEST 19.81 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89' 47' 06" WEST CUMENT: OR REVISIONS WITH THEIR EFFECTIVE RELEASE DATES WILL BE SHOWN THEREON ANY PARTIES a . 243.78 FEET TO THE EASTERLY LINE OF THE LAND CONVEYED TO THE SAN BERNARDINO COUNTY FLOOD CONTROL IN FAVOR OF: CITY OF RANCHO CUCAMONGA, A MUNICIPAL CORPORATION 4 DISTRICT BY DEED RECORDED MAY 27, 1944 IN BOOK 1682 PAGE 269, OF OFFICIAL RECORDS, RECORDS OF SAID PURPOSE: SIDEWALK REQUIRING INFORMATION WHICH MAY BE DERIVED FROM THIS SURVEY AFTER THE INITIAL RELEASE 99 COUNTY; THENCE NORTH 04' 27' 58" EAST, ALONG SAID EASTERLY LINE, A DISTANCE OF 91.32 FEET; THENCE ALONG RECORDING DATE: OCTOBER 30, 2003 DATE ARE ADVISED TO CONTACT THE OFFICE OF THE PREPARER TO INQUIRE ON THE PRESENT THE EASTERLY LINE OF SAID LAND CONVEYED TO THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, THE RECORDING NO.: 2003-0821215, OF OFFICIAL RECORDS STATUS OF THE SURVEY AND IF LATER VERSIONS HAVE BEEN RELEASED. COPIES OF THIS SURVEY FOLLOWING TWO COURSES: NORTH 61' 33' 39" EAST 40.50 FEET; THENCE NORTH 20' 27' 58" EAST 102.87 FEET TO A AFFECTS: A PORTION OF SAID LAND LACKING THE HEREIN ABOVE MENTIONED SIGNATURE ARE TO BE CONSIDERED NOT OFFICIALLY POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 50.00 FEET, MEASURED AT RIGHT ANGLES, FROM RELEASED VERSIONS OF THIS SURVEY. THE CENTERLINE OF FOOTHILL BOULEVARD; THENCE SOUTH 89' 47' 06" EAST, ALONG SAID PARALLEL LINE, A DISTANCE 29. A EXECUTED BY: O COMPLIANCE PALMS MANAGEMENT CO., INC. DESIGN REVIEW SUBMITTAL & C.U.P. OF 100.89 FEET, THENCE SOUTH 00' 13 40 WEST 22.00 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DATED: SEPTEMBER 25, 2003 DISTANT SOUTHERLY 72.00 FEET, MEASURED AT RIGHT ANGLES, FROM SAID CENTERLINE OF FOOTHILL BOULEVARD; COMPLIANCE NO.: 557 THENCE SOUTH 89' 47' 06" EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 65.02 FEET; THENCE SOUTH 00' 13' RECORDING DATE: APRIL 20, 2004 UTILITY NOTE 41" WEST 185.00 FEET TO THE TRUE POINT OF BEGINNING. RECORDING NO.: 2004-272208, OF OFFICIAL RECORDS AMENDED UTILITIES ON SITE ARE SHOWN PER A FIELD SURVEY PERFORMED UNDER MY DIRECT SUPERVISION ALSO SHOWN 4 PARCEL 3 OF AMENDED CERTIFICATE OF COMPLIANCE N0. 557 LOT LINE ADJUSTMENT AS RECORDED RECORDING DATE: JUNE 18, 2004 " SURVEYORS CERTIFICATE Q JUNE 18, 2004 AS INSTRUMENT N0. 2004-0434439, OF OFFICIAL RECORDS. DURING OCTOBER, 2019. THIS SURVEY DOES NOT CONSTITUTE A COMPLETE AS-CONSTRUCTED Q W z 0 RECORDING NO.: 2004-434439, OF OFFICIAL RECORDS PARCEL C: AFFECTS: SAID LAN D SURVEY OF ALL UTILITIES. ALL ABOVE GROUND VISIBLE OR REASONABLY DISCOVERABLE > D c):f IMPROVEMENTS, WITHIN 5 FEET OF THE PROPERTY LINES, ARE SHOWN HEREON. A. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUNDS AND CORRECTLY SHOWS THE LLJ Z O >_ 0- 30. COVENANTS CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY INCLUDING LOCATION OF ALL BUILDINGS STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE SURVEYED J w Li w FOOTHILL VINEYARD PLAZA THAT PORTION OF LOT 17, SUBDIVISION OF LOT 10, CUCAMONGA VINEYARD TRACT, IN THE CITY OF RANCHO BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL PROPERTY; AND THAT THE SURVEYED PROPERTY DESCRIBED HEREON IS THE SAME AS THE � � — Z CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS RECORDED ON BOOK 20, PAGE 44 OF MAPS, STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER Q J Q 1 0) PROPERTY DESCRIBED IN PRELIMINARY TITLE REPORT NO. 1 1 1 91 5289, DATED SEPTEMBER 19, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: Q co EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, 2019, PREPARED BY CHICAGO TITLE COMPANY, AND THAT ALL EASEMENTS, COVENANTS AND m U w N SWC Foothill Blvd . & Vine a rd Ave. EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN BEGINNING AT A POINT ON THE WEST LINE OF VINEYARD AVENUE BEING THE SOUTHEAST CORNER OF LOT 17; THENCE THE DOCUMENT RESTRICTIONS REFERENCED IN SAID PRELIMINARY TITLE REPORT HAVE BEEN PLOTTED HEREON OR J � U JY WEST ALONG THE SOUTH LINE OF SAID LOT 17; 110 FEET; THENCE NORTH 90 FEET; THENCE EAST 110 FEET TO THE RECORDING DATE: APRIL 20, 2004 OTHERWISE NOTED AS TO THEIR EFFECT ON THE SURVEYED PROPERTY; THAT THERE ARE NO J Q Q C) LI) EAST LINE OF SAID LOT 17; THENCE SOUTH 90 FEET ON THE EAST LINE OF SAID LOT 17, BEING THE WEST LINE OF RECORDING NO.: 2004-272209, OF OFFICIAL RECORDS BUILDING ENCROACHMENTS ON THE SURVEYED PROPERTY OR UPON ADJACENT LAND ABUTTING SAID — � CD Rancho Cucamonga, CA 91730 VINEYARD AVENUE, TO THE POINT OF BEGINNING. SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT THE LIEN OF PROPERTY UNLESS SHOWN HEREON. = W :z W �_ ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. ~ :zp _J APN/Parcel ID(s): 0207-211-42-0-000, 0207-211-45-0-000, 0207-211-46-0-000 and 0207-211-05-0-000 MODIFICATION(S) OF SAID COVENANTS, CONDITIONS AND RESTRICTIONSO > :2 I­_RECORDING DATE: JUNE 18, 2004 B. WITH RESPECT TO TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS", THE O RECORDING NO.: 2004-434441, OF OFFICIAL RECORDS ACCOMPANYING SURVEY INCLUDES ITEMS 2-4, 6, 7(A), 7(B1), 7(C), 8-10, 11(A), 13, 14, 16-18, O U ~ AND 21, IF AND AS APPLICABLE. q- =) O TITLE REPORT EXCEPTIONS 31. [AN UNRECORDED LEASE] Ln U U Q ISSUES / REVISIONS C. THE NUMBER OF PARKING SPACES LOCATED ON THE SURVEYED PROPERTY IS 161. � 00 Q z O O BASED UPON PRELIMINARY TITLE REPORT NO. 111915289, DATED SEPTEMBER 19, 2019, PREPARED BY 32. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT No. DATE DESCRIPTION CHICAGO TITLE COMPANY. ENTITLED: SECOND AMENDMENT OF DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND ZNING 00 v — Z RESERVATION AND GRANTS OF EASEMENTS FOR SHARED DRIVEWAY, PARKING LOT AND LANDSCAPE AREAS I 0 U U EASEMENTS ARE PLOTTED HEREON WITH REFERENCE TO COMMITMENT EXCEPTION NUMBER. DATED: JULY 20, 2010 NO ZONING REPORT WAS SUPPLIED EXECUTED BY: SAHGA GROUP, LP, A CALIFORNIA LIMITED PARTNERSHIP AND SAND BOX II PARTNERS LP, A Z J 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. EXAMPLE: 19 = EXCEPTION NUMBER PLOTTED HEREON. 00 Q CALIFORNIA LIMITED PARTNERSHIP � � W 1-10. [TAXES AND ASSESSMENTS] RECORDING DATE: NOVEMBER 5, 2010 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. RECORDING NO.: 2010-460578, OF OFFICIAL RECORDS THE PROPERTY IS ZONED : "GC" 11. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS. REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 12. RIGHT OF WAY OF UNDISCLOSED ROUTE AND WIDTH TO CONVEY WATER OVER AND ACROSS SAID LANDS TO OTHER EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PARTS OF CUCAMONGA RANCHO, TOGETHER WITH 1/2 OF ALL WATER FURNISHED BY CUCAMONGA CREEK AND SPRINGS (RANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION ON SAID RANCHO, ETC., MORE FULLY SET OUT IN THE DEED FROM ISSIAS W. HELLMAN TO CUCAMONGA COUNTY, PURPOSE: UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS " CHAMPAGNE ASSOCIATES, A CALIFORNIA GENERAL PARTNERSHIP, DATED MAY 1871 AND RECORDED IN BOOK "K PAGE RECORDING DATE: JUNE 11, 2008RECORDING NO.: 2008-0266812, OF OFFICIAL RECORDS 251 OF DEEDS RECORDS OF SAID COUNTY. [CANNOT BE PLOTTED FROM RECORD.] AFFECTS: A PORTION 1 SAID LAND �LOO Z O N E 13. RIGHTS OF THE PUBLIC TO ANY PORTION OF THE LAND LYING WITHIN THE AREA COMMONLY KNOWN AS FOOTHILL THE PROPERTY LIES WITHIN ZONE "X" OF THE FLOOD INSURANCE RATE MAP 06071C8630J BEARING 34. FACTS DISCLOSED BY PREVIOUS SURVEY BOULEVARD AND VINEYARD AVENUE . [ ] AN EFFECTIVE DATE OF 02/18/2015 14. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A 35. [AN UNRECORDED LEASE] TO FOOTHILL VINEYARD PLAZA, LLC, CHICAGO TITLE COMPANY, AND DOCUMENT: THEIR RESPECTIVE SUCCESSORS AND ASSIGNS: PURPOSE: PIPELINES 36. [GROUND LESSOR'S CONSENT AND AGREEMENT] RECORDING NO: IN BOOK 69 PAGE 314 OF DEEDS THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH AFFECTS: A PORTION OF SAID LAND [CANNOT BE PLOTTED FROM RECORD.] 37. [A DEED OF TRUST] SURVEYOR'S NOTES IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM 15. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A 38. [AN ASSIGNMENT OF ALL MONEYS DUE] STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, DOCUMENT: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF VINEYARD AVENUE, BEING JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES PURPOSE: PIPELINES 39. [NOTICE OF PENDENCY OF ADMINISTRATIVE PROCEEDINGS] NORTH 89'13'40" EAST PER RECORD OF SURVEY FILED IN BOOK 92, PAGE 58 OF RECORDS OF ITEMS OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN RECORDING NO: IN BOOK 648 PAGE 4 OF DEEDS ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + AFFECTS: A PORTION OF SAID LAND [CANNOT BE PLOTTED FROM RECORD.] 40 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: SURVEY OF SAN BERNARDINO COUNTY. OCTOBER 1 8, 2019. © COPYRIGHT 2019 ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR NTED TO: FOOTHILL VINEYARD PLAZA, LLC R.A. Smith, Inc. USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE 16. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A PURPOSE: DRAINAGE PURPOSES • - INDICATES FOUND MONUMENT AS NOTED DATE OF MAP: 10/24/19 SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED RECORDING DATE: DECEMBER 20, 2018 \_AND n , DATE: 1 0 24 1 9 WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL DOCUMENT: RECORDING NO.: 2018-0468672, OF OFFICIAL RECORDS IN FAVOR OF: RAY W. FERGUSON AFFECTS: SAID LAND CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE PURPOSE: ROAD SCALE: NONERECORDING NO.: IN BOOK 5094 PAGE 589 OF OFFICIAL RECORDS qA1OF ACCEPTANCE OF THESE RESTRICTIONS. 4e AFFECTS: A PORTION OF SAID LAND [CANNOT BE PLOTTED FROM RECORD.] 41. [TITLE COMPANY REQUIREMENT OF DOCUMENTS FOR REVIEW] O JOB NO. 3190346 AND RECORDING NO.: IN BOOK 5095 PAGE 140, OF OFFICIAL RECORDS - - ------------ ----------------- Jm 42. [TITLE COMPANY REQUIREMENT OF STATEMENT OF INFORMATION] J A D E. ANHORN JR. * N0. 7159 * PROJECT MANAGER: 17. [AGREEMENT FOR WATER AND SEWER MAINS] P OF SSIONAL LAND SURVEYOR NO. 7159 � �� CHRIS BRATTY JOB NUMBER: 18229MMA 43. ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT 18. AN INSTRUMENT ENTITLED COVENANT AND AGREEMENT DISCLOSED BY THE PUBLIC RECORDS. F� DESIGNED BY: KEC D RAW N BY: CHECKED BY: H.M. EXECUTED BY: ELIZABETH A. KLUSMAN AND CUCAMONGA COUNTY WATER DISTRICT OF CA- � RECORDING DATE: JUNE 15, 1977 44. MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/ACSM LAND TITLE SURVEY OF CHECKED BY: JEA DATE: 12. 18.2020 RECORDING NO.: IN BOOK 9199 PAGE 1625, OF OFFICIAL RECORDS SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF. REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. AN INSPEC11ON OF SAID LAND HAS BEEN ORDERED; UPON ITS COMPLETION THE COMPANY RESERVES THE RIGHT TO SHEET NUMBER THIS COVENANT AND AGREEMENT PROVIDES THAT IT SHALL BE BINDING UPON ANY FUTURE OWNERS, ENCUMBRANCERS, ADDITIONAL ITEMS AND/OR MAKE ADDITIONAL SHEET DESCRIPTION: THEIR SUCCESSORS OR ASSIGNS, AND SHALL CONTINUE IN EFFECT UNTIL THE ADVISORY AGENCY APPROVES TERMINATION. A, L,T,A,/ N . S. P. S. SURVEY ( FOR REFERENCE ONLY) SHEET NUMBER: FOR REFERENCE ONLY m I BASED ON SCHEME SP-08 Mga ® - m — 1 — K ARCHITECTS 35 Hugus Alley Suite 200 Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 A PROJECT FOR: ID ❑ ❑ T El ❑ 71: ❑ 93 a 1:1 931:1 93 Lu 111111111111111111111ilillill I W . W 0 FOOTH I LL VI N EYARD PLAZA, LLC CITY OF RANCHO CUCAMONGA , COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA 8172 VINEYARD AVENUE w RANCHO CUCAMONGA, CA91730 CS TEL. 310.760.6313 I I I I I I I I I I I I I I I I w Q I I I I I I I I — - — - FOOTHILL BLVD. BLDG. C (� — — — — — ---- — — — m. 1' IP L BLDG. D L BOULEVARD g v 1. s II C7 N.A.P. Lj N o _ F I =I ' I I k� ..co N s -0 BLDG. B -- L N COr I I 0 N89'47'06"W 100.89' _ O i o 123 1 zJK" vs Q N . WV u _ _ CN © N o _CN WV2 OD 5 y - - - I i ' _ Z Z PB a LP PBm °PB ° B LP PB 123' p�0, VA ppgg�� co > 1- -© — © PB © N89'47'06"W ® — — 514.00' ® PBS — — © _ © ® Pao�i VuN�.�yyV ao L r / opB > 3 _ _ �- F_ 110 FNr1 PBS �` W BLDG. E F_ U ry AC SCO. 1,381 Sa FT. Z Z _ / I ■ z N / , ,� I , . o KEY MAP Qk I O V) 7,514 SO. FT. © Z (, 1,848 SQ. FT. ®PIV O m O J Z0 �61 tp RAMP T�3S - - - - - FOUNTAN Z PARCEL BI - Q 1 1 STALLS 8 STALLS ® 2 HC STALLS ® � GI © I m I I © ® ' �I 1 a DESIGN REVIEW SUBMITTAL & C.U.P. rn I AC SMH AC Z Q w A WV ^ WV ❑ o I I 1233 I° g — — - - -- - -- -- - -- - --'I ® LY Q Lv z 0 I 60, Z ► r I ���, Q w z 0 1 I � I Jw � W � > w J Q 10) FOOTHILL VINEYARD PLAZA - - - - - - � � ®` � 2HcsrALLs ° I ; J o SWC Foothill Blvd . & Vineyard Ave. - - - __ - - - --- - -� I I GTE _j_ Q Q W U J Ln N89'47'06"W 263.59' AC I I ® ❑ MH I = 0 Rancho Cucamonga, CA 91730 ❑ 7,514 SO. FT. P z z LLJ F 0 I I N I®I 2 STAB ❑ P,` I O P R`1HLA �— CONC ��s LL_ 0 < F- > _ < / ❑ M P I ® `r � 0 CD Q ISSUES / REVISIONS - - � —sn � scm o o ; - 00 ® Q Z 0 wa 00 0 = _ `—` Z No. DATE DESCRIPTION 123� I I o OGN I J H 9 I U U L I I to z J 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 00 °0 LLI I I i ,,1 1 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. o LEGEND of P d 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. CD AC I sL �� ■■�■■�■■� PROPERTY LINE z --------- CENTER LINE I Q IP Q LP Q Q ALP lP I I PIV® I — — — — — — EASEMENT I I 1IN wv AC AC I I CLF — CHAIN LINK FENCE I I o - I sMH SMH AC — ASHPALT CONCRETE I I SMH I FH — FIRE HYDRANT — — „ — — — — — — — CB — CATCH BASIN N90 00 00 E 289.73 Q Q I LP — LIGHT POLE TE — TRASH ENCLOSURE I I WM — WATER METER P13 PULLBX— O I I I I I AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN DI — DRAIN NLET LANDSCAPING I I I ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + GP — GUARD POST I I I I �® © COPYRIGHT 2019 ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR GM — GAS METER I I I I R.A. Smith, Inc. USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE GI — GREASE INTERCEPTOR I I I DATE: 10/24/19 SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TP — TRANSFORMER PAD GRAPHIC SCALE I I WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL SCO — SEWER CLEANOUT ao o is so so 120 I I I SCALE: 30 CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I I JOB NO. 3190346 ( IN FEET ) I I co l l I I PROJECT MANAGER: 1 inch = 30 ft N ( I CHRIS BRATTY JOB NUMBER: 18229MMA Ld I I i DESIGNED BY: KEC DRAWN BY: CHECKED BY: H.M. C> I I i CHECKED BY: JEA DATE: 12. 18.2020 ZI I I I I SHEET NUMBER I I SHEET DESCRIPTION: 13.5' . 2 A, L,T,A,/ N . S. P. S. SURVEY ( FOR REFERENCE ONLY) SHEET NUMBER: FOR REFERENCE ONLY m BASED ON SCHEME SP-08 TITLE REPORT EXCEPTIONS \ I NOTE: PROPOSED ELEVATIONS SHOWN SITE CONDITIONS SUMMARY: - HEREON HAVE BEEN LOWERED BY 1 ,20OFT BASED UPON PRELIMINARY TITLE REPORT NO. 111915289, DATED SEPTEMBER 19, 2019, PREPARED BY BECAUSE OF SPACE CONSTRAINTS. CHICAGO TITLE COMPANY. GROSS SITE AREA = 5.43 ACRES ENTIRE SITE \ I \ \ \ EASEMENTS ARE PLOTTED HEREON WITH REFERENCE TO COMMITMENT EXCEPTION NUMBER. ( ) EXAMPLE: 19 = EXCEPTION NUMBER PLOTTED HEREON. NET SITE AREA = 39,695 SF (0.91 ACRES) _ - _ _ - - - - - - _ - - - - - FD. Mc nt 1-10. [TAXES AND ASSESSMENTS] DISTURBED AREA = 39,695 SF (0.91 ACRES)= _ - - VA R a - 11. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS. TREATMENT AREA 0.91 ACRES FOOTHILL B 0 U LE -1237- - a a 12. RIGHT OF WAY OF UNDISCLOSED ROUTE AND WIDTH TO CONVEY WATER OVER AND ACROSS SAID LANDS TO OTHER / GRAPHIC SCALE ARCHITECTS PARTS OF CUCAMONGA RANCHO, TOGETHER WITH 1/2 OF ALL WATER FURNISHED BY CUCAMONGA CREEK AND SPRINGS ---------------------------------- / N 10 0 5 10 20 40 ON SAID RANCHO, ETC., MORE FULLY SET OUT IN THE DEED FROM ISSIAS W. HELLMAN TO CUCAMONGA COUNTY, / I 3 5 H U g U s A L L e y Suite 200 CHAMPAGNE ASSOCIATES, A CALIFORNIA GENERAL PARTNERSHIP, DATED MAY 1871 AND RECORDED IN BOOK "K" PAGE PROPOSED CONDITIONS AREA SUMMARY / ( IN FEET ) 251 OF DEEDS RECORDS OF SAID COUNTY. [CANNOT BE PLOTTED FROM RECORD.] - / / 1 inch = 20 ft. Pasadena California 91103 • 3648 236 13. RIGHTS OF THE PUBLIC TO ANY PORTION OF THE LAND LYING WITHIN THE AREA COMMONLY KNOWN AS FOOTHILL NEW IMPERVIOUS AREA = 0.10 ACRES - - - _ �1235 TEL 626 583 8348 FAx 626 583 8387 BOULEVARD AND VINEYARD AVENUE . REMOVAL AND REPLACEMENT IMPERVIOUS AREA = 0.64 ACRES - DMA 1 14. EASEMENT(S)DOCUMENT: FOR THE PURPOSE PERVIOUS AREA = 0.17 ACRES 19% DOCUMENT: S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A TOTAL IMPERVIOUS AREA = 0.74 ACRES 81% 0.91 ACRES PURPOSE: PIPELINES RECORDING NO: IN BOOK 69 PAGE 314 OF DEEDS DCV = 3,686 CUBIC FEET �1235 - - �12 DES{ �2� / WV I A PROJECT FOR: AFFECTS: A PORTION OF SAID LAND [CANNOT BE PLOTTED FROM RECORD.] _ _ 33 �2 ---------------------------------- 15. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A PROPOSED BMP DATA: DOCUMENT: _ --� BMP-1 CONVEYED TO ADS STORMTECH F P� WM o 0PB 11 LF�l i P P13 - S1 10 \ FH P 1231 N V PURPOSE: PIPELINES W RECORDING NO: IN BOOK 648 PAGE 4 OF DEEDS ------ " Q D°A AFFECTS: A PORTION OF SAID LAND [CANNOT BE PLOTTED FROM RECORD.] SYSTEM AREA = 1,182 SF �� N89 47 06 W I] �. 514.�0� �;� ..® ` L FP I ,� - - - - - - � - 10 S1 _ - S1 10 - - - - - - - - - S1 10 - - - � - - - W� FOOTHILL VINEYARD PLAZA, LLC SYSTEM VOLUME = 3,888 CF .76 FS I Q 16. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A SEE DETAILS © ®� ---- ;.. �� _____ DOCUMENT: --- I ` i' - �Q �6, 7 20320 AVALON BOULEVARD IN FAVOR OF: RAY W. FERGUSON SD 'SD- SD SD '" : "'' s� _. __ . __. __ .__ __. _ _ _ ] �,, PURPOSE: ROAD LANDSCAPING - ' - �'� 4 �� r\ i•1- i • •b•'•f•••i•i•••• ` V �� RECORDING NO.: IN BOOK 5094 PAGE 589 OF OFFICIAL RECORDS 1 - - -- ' - -- -- -- - -- -- -- - 3�` •'''i:��:'' I CARS 0 N, CALIFORNIA 90746 AFFECTS: A PORTION OF SAID LAND [CANNOT BE PLOTTED FROM RECORD.] II II I33.5 33I 5 L �� ,•�1�0; '• 32.7T �. 10 S1 ��0 TEL. 310.920.0723 AND RECORDING NO.: IN BOOK 5095 PAGE 140, OF OFFICIAL RECORDS 5 F r' _ _ _N BMP NOTES . II II I�I °R II ll III 2 s �s I 44 -6 I SP 17. [AGREEMENT FOR WATER AND SEWER MAINS] / s - _ g - I �I, 3 II 0•5%° I II II III II 0.4% I-I ° o PROPOSED q C • �<, L ' < o P�l 1 . N FOR IT ICOMMERCIAL/ R TAI PRIMARI Y PAVED WITH - --- \s co N 7 18. AN INSTRUMENT ENTITLED COVENANT AND AGREEMENT LAND USE 0 SITE S RETAIL L ED M BLDG . C x .� / . ... . °� / LIMITED LANDSCAPED AREAS. G EXECUTED BY: ELIZABETH A. KLUSMAN AND CUCAMONGA COUNTY WATER DISTRICT I ' / 8-32� 7 1 ,729 S.f5�-0, I, , % �-'IL�C RECORDING DATE: JUNE 15, 1977 _ 32.63 TC I•- - RECORDING NO.: IN BOOK 9199 PAGE 1625, OF OFFICIAL RECORDS 2. TYPE A SOILS PERMIT INFILTRATION. /:':' 32.63 FS III REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. 2 II I THIS COVENANT AND AGREEMENT PROVIDES THAT IT SHALL BE BINDING UPON ANY FUTURE OWNERS, ENCUMBRANCERS, PROPOS D REST. 2.59 TC 8'-0" 33.65 FF "WV THEIR SUCCESSORS OR ASSIGNS, AND SHALL CONTINUE IN EFFECT UNTIL THE ADVISORY AGENCY APPROVES 3. DEEP GROUNDWATER (>10 FEET BELOW BMP BOTTOM) 5 ELECT. RM $' 3 .1 FS i _ \ TERMINATION. ° I BUILDING B ±118 S.F. ELECT.RM 0 28_0 8 I FOOTHILL BLVD. F.S.R. RM 32. 8 C ,os: 4. NO INJECTION WELLS PROPOSED �48 SQ. FT. � � � +' � � � ±94 S.F. ��1-611 1 2'-0" �I :�: / 6>� / 19 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A I ±4,50 S.F. _ •- DOCUMENT: IN FAVOR OF: CITY OF RANCHO CUCAMONGA 5. NO CONTAMINATED SOILS 32.22 TC 2 (FD D� ±52 S.F. 0 2. 8_JS \g i ;.. ,�V a orI ��9 / ........... _ PURPOSE: ROAD L WITH � 99 I 32.22 FS FF=32.75 I �� \ �- - - 7 _ RECORDING DATE: MAY 12, 1981 ° L 33.65 FF RECORDING NO.: 81-103854, OF OFFICIAL RECORDS 6. NO WATER SUPPLY WELLS WITHIN 100 FEET OF SITE 32.75 FF 2 III 32.75 FF --- ' I Lf q TER 95 8 2 I I \ N.A.P. I `I I d Lei AFFECTS: SAID LAND ^�`�' \` ' I CV i 7. DESIGN CAPTURE VOLUME (DCV) = 3,686 CUBIC FEET o �, � F-` co PRO OSED5�' Q 32.94 FS '% I � � 20. [THE LAND DESCRIBED HEREIN IS INCLUDED WITHIN A PROJECT AREA OF THE REDEVELOPMENT AGENCY] .53! F '� ° 4. TG 1 10 32.4 G ° ' I •:,1 �"..' , ` BLDG . D I �� W 8. PROPOSED BMPS: I ,0 0 S1 S1 21. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER MATTERS �_ �� •' S.F. SHOWN ON RECORDING NO.: IN BOOK 92 PAGE 58, RECORDS OF SURVEY 8.1 . INFILTRATION II f( LI, N III II --- IIN II II / - ; 3,2 0 _ r ♦ -� \ - _ �1 2.90 C 2.32 TC 5 F I < > ' I _.. Q 8.1 .1 . ADS STORMTECH SYSTEM TC ii ii° a II II W I� 7 F 6 ' _ _ > i. 2�2 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A @32.43 32.43 FS I�� 21441 F 31 82 FS ° o - 31.i r �' ✓ , , ` - ° , I �/ F - - _-h- -�_ �- w DOCUMENT: 8.2. PRETREATMENT STALLS � :31.51 F 2 �'2 I `� �- �� I Z IN FAVOR OF: RANCHO CUCAMONGA o II II`II II o 'h X a II I \ 1 /W - PURPOSE: STREET, HIGHWAY ( ) I - - - I ! _ - )� - 8.2.1 . INLET FILTER DETAIL , r. I I ✓ I _ _ _ pY RECORDING DATE: AUGUST 11, 1994 I 1'6� a S1 10 r''' °I . 4 ELECT. RM °- = �' h 8.2.2. SEDIMENT MANIFOLD WITHIN STORMTECH SYSTEM (DETAIL) : RECORDING NO.: 94-341515, OF OFFICIAL RECORDS - � =31.82 TC ' :,;;„ •s.:319° \ ; - AFFECTS: A PORTION OF SAID LAND U , 5 F �•«'•;,•,•,•,•,: 'I ±118 S.F. 32.76 TC S 1 10 31.32 FS 31.82 TC ' 32.26 FS sn� i I 31.32 FS 1 C srs� ::..•.•.`. , F.S.R. RM f 23. [THE LAND DESCRIBED HEREIN IS INCLUDED WITHIN A PROJECT AREA OF THE REDEVELOPMENT AGENCY] p 32.55 TC �� 29•g `4 - :'?:: :� 20'-011 SMH 32.05 FS 5 29.90 TC ` 31 = +42 S.F. I I N §ANTED EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: - - 9 29.40 FSp ;,: 4, <M8.3% p TO: SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION /,�� 1 9 30.86 FS 11 O ,, � 8 e„ 20 -0 \ \ PURPOSE: PUBLIC UTILITIES o"a ' RECORDING DATE: DECEMBER 11, 2002 s ■� N �cv _ . / o _ - N RECORDING NO.: 2002-673370, OF OFFICIAL RECORDS 32.25 FS - --- •. r / o \ KEY M A P AFFECTS: A PORTION OF SAID LAND r --___ I - -- --° 7.29 FS.---- -�- - / LEGEND o�P __.... : :::`• - --- `�4'- . 25. [NOTICE OF CONDITION, SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT] 1.1 C ' "� / \ ✓ 4 G M P3 INLET WITH $ - L' '"I 26. [AN UNRECORDED LEASE] �2 I ■ ' •� / �� DRAINAGE MANAGEMENT AREA (DMA-1) 32.07 FS 6, � �- I I I GRA FIL E 27. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING I I I , \ \ BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL HDPE STORM DRAIN PIPE STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER sD -SD- 3 - ' W I SS1h ��.q •� / EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS,` 1.20 S �■ ■ I I I \ EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN �� DRAINAGE ARROW 30.49 FS I / ® I / THE DOCUMENT 6 5 29.84 TC RECORDING DATE: SEPTEMBER 5, 2003 I I �/ 29.34 FS I I ❑ \ RECORDING NO.: 2003-0668210, OF OFFICIAL RECORDS STORM DRAIN SYSTEM STENCILING -1� ,\s ry� �� / I I / \ SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT THE LIEN OF S1 AND SIGNAGE \' �/ I I I 2 H STAL S \ ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. TRA H GTE ❑ RESTAURAN IF' MH DESIGN REVIEW SUBMITTAL 28 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A EFFICIENT IRRIGATION SYSTEM (NOT ENCLOSU E - / A I I ® / L DOCUMENT: SHOWN, APPLIES TO ALL / =: ��U ❑ BL E IN FAVOR OF: CITY OF RANCHO CUCAMONGA, A MUNICIPAL CORPORATION 1 I __---- I -------- I I /I I r• \ / P PURPOSE: SIDEWALK LANDSCAPING ON SITE) j 133 2 STALL ❑ 0 3 217 S.F. I RECORDING DATE: OCTOBER 30, 2003 BMP 1 INFILTRATION (n j I !� RECORDING NO.: 2003-0821215, OF OFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND _ EXISTING CONTOURSA-1032 C H/A�M/WE R '' Q / I CONIC 29. A CERTIFICATE OF COMPLIANCE -�\ � I /I ❑ EXECUTED BY: 66 PALMS MANAGEMENT CO., INC. PROPOSED CONTOURS FOOTHILL VINEYARD PLAZA DATED: SEPTEMBER 25, 2003 - 1032 - COMPLIANCE NO.: 557 RECORDING DATE: APRIL2004 20, 2004 SWC Foothill Blvd . & Vineyard Ave. RECORDING NO.: 2004-272208, OF OFFICIAL RECORDS 24"X24" GRATE INLET AND INLET CIVIL PRELIMINARY IMPROVEMENT NOTES: AMENDED FILTER PER DETAIL 2 SHEET C8 RECORDING DATE: JUNE 18, 2004 TREATMENT CONTROL BMPS CONSTRUCT CURB AND/OR CURB AND GUTTER Rancho Cucamonga CA 91730 RECORDING NO.: 2004-434439, OF OFFICIAL RECORDS AFFECTS: SAID LAND CONSTRUCT CURB RAMP 30. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING STORM DRAIN MANHOLE Latitude: N 34.062166 Longitude: W 117.364305 BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL CONSTRUCT TRASH ENCLOSURE PER ARCHITECT PLANS STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER BMP Inspection and Maintenance Dimensions: 74.2' X15.9' Capacity/Size: 3,888 cf EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, High density polyethylene arch chambers over crushed TRANSFORMER/ELEC EQUIPMENT PER ARCHITECT SITE PLAN EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN 1. BMP Name/Type: Describe surfaces, ISSUES / REVISIONS THE DOCUMENT As the Engineer in Responsible Charge I certify that the selection and Inspection/Ma intenance Minimum Frequency structure, design: angular stone and geo-textile fabric. Designed to remove RECORDING DATE: APRIL 20, 2004 BMP Reponsible Pa rty(s) ADS INFILTRATION sediment and provide storm water storage and infiltration. l� CONSTRUCT NEW AC PAVEMENT AND FLAT WORK PER GEOTECH design of stormwater quality and quantity control measures in this Activities Required of Activities Inspection N O. DATE DESCRIPTION RECORDING NO.: 2004-272209, OF OFFICIAL RECORDS SYSTEM MC-3500 Typep RECOMMENDATIONS plan were prepared under my oversight and meet the requirements ® After Rain SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT THE LIEN OF Frequency & ® Visual ❑ Annually of the Regional Water Quality Control Board Order No. Upon visual inspection it is found that sediment El Quarterly l� CONSTRUCT SUBSURFACE INFILTRATION BASIN ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. R8-2010-0036." ADS has accumulated, a stadia rod should be inserted Schedule ❑ Other: ® Semi- ❑ Other: 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. MODIFICATION(S) OF SAID COVENANTS, CONDITIONS AND RESTRICTIONS Annually RECORDING DATE: JUNE 18, 2004 Infiltration Owner to determine the depth of sediment. When the Every 6 mounths Y RECORDING NO.: 2004-434441, OF OFFICIAL RECORDS SIGNATURE: 7if Chamber average depth of sediment exceeds 3 inches CONSTRUCT ENHANCED PATIO PAVING PER ARCHITECT PLAN z 2 11.10.2020 DESIGN REVIEW SUBMITTAL & C.U.P. Engineer's Notes: Remove debris and sediment in isolation chamber once throughout the length of the Isolator Row, clean- Risks, warnings, he sediment reaches 3" deep. If water is still visible 31. [AN UNRECORDED LEASE] DATE: 1 1 /04/2020 out should be performed. visual conditions through inspection port 96 hours (4 Days) after the last CONSTRUCT RAMP PER ARCHITECT PLAN O 3 12.18.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 32. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT Grate Inlet Filter shall be cleaned of debris and indicating potential rain, infiltration chamber is failing and will need to be l� CONSTRUCT MEDIAN CUT THROUGH ENTITLED: SECOND AMENDMENT OF DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND trash bi-annually or more frequently if BMP failure) cleaned or repaired. 1 1 certify that the Post-Construction BMPS and Stormwater �.J RESERVATION AND GRANTS OF EASEMENTS FOR SHARED DRIVEWAY, PARKING LOT AND LANDSCAPE AREAS Latitude: N 34.062216 Longitude: W 117.364355 DATED: JULY 20, 2010 Drainage Systems for the Foothill Vineyard Plaza Project were Grate Inlet warranted. In the event vector/pest, ect. are 10 CONSTRUCT INLET WITH FILTER, STENCIL (TYP) Owner discovered, additional controls are required. Eve 6 Mounths Dimensions: 2.0'x2.0' Capacity/Size: EXECUTED BY: SAHGA GROUP, LP, A CALIFORNIA LIMITED PARTNERSHIP AND SAND BOX II PARTNERS LP, A constructed in substantial conformance with the Grading Plans q Every Filter CALIFORNIA LIMITED PARTNERSHIP and Water Quality Management Plan approved by the City of Such hazards and additional controls shall be Describe surfaces, 11 CONCRETE STAIRS PER ARCHITECT RECORDING DATE: NOVEMBER 5, 2010 Rancho Cucamonga noted and recorded \•vith the appropriate structure, design: Manhole in infiltration cistern per ADS Detail RECORDING NO.: 2010-460578, OF OFFICIAL RECORDS authority. 2. BMP Name/Type: ® After Rain REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. SIGNATURE: TO BE PROVIDED UPON COMPLETION Type Inspection ® Visual ❑ Quarterly ❑ Annually Z CATCH BASIN WITH Frequency & ❑ Other: ❑Other: O 33 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: Schedule ® Semi- GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION DATE: TO BE PROVIDED UPON COMPLETION STORM DRAIN INLET Annually U PURPOSE: UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS FILTER SCREEN Engineer's Notes: Catch basins shall be cleaned of debris and trash bi- RECORDING DATE: JUNE 11, 2008 (Risks, warnings, annually or more frequently if warranted. In the event L.L RECORDING NO.: 2008-0266812, OF OFFICIAL RECORDS visual conditions vector/pest, ect. are discovered, additional controls are O AFFECTS: A PORTION OF SAID LAND LEGAL DESCRIPTION indicating potential required. Such hazards and additional controls shall be BMP failure) noted and recorded with the appropriate authority. PAVING LEGEND AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND 34. [FACTS DISCLOSED BY PREVIOUS SURVEY] INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL Latitude: N 34.062210 Longitude: W 117.364227 BASED UPON PRELIMINARY TITLE REPORT NO. 111915289, DATED SEPTEMBER 19, 2019, PREPARED BY REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO 35. AN UNRECORDED LEASE Dimensions: 2.0'x2.0' Ca y PROPOSED A.C. PAVEMENT PER PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR [ ] CHICAGO TITLE COMPANY. pacit /Size: 36. [GROUND LESSOR'S CONSENT AND AGREEMENT] Describe surfaces, Manhole in infiltration cistern per ADS Detail GEOTECHNICAL REPORT Z USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER BEING A SURVEY OF A PORTION OF THE FOLLOWING: structure, design: I THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN 37. [A DEED OF TRUST] BLVD. ® After Rain PROPOSED ENHANCED PATIO PAVING >_ PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN �NNV 3. BMP Name/Type: Type Inspection ® Visual ❑ Quarterly El Annually � PER ARCHITECT J OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE 38. [AN ASSIGNMENT OF ALL MONEYS DUE] BERNARDINO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: F�� SITE Frequency & ❑ Other: 21 Semi- ❑Other: z DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF CATCH BASIN WITH Schedule Annually PROPOSED LANDSCAPING PER Z ACCEPTANCE OF THESE RESTRICTIONS. 39. [NOTICE OF PENDENCY OF ADMINISTRATIVE PROCEEDINGS] PARCEL A: STORM DRAIN INLETLFILTER SCREEN Engineer's Notes: Catch basins shall be cleaned of debris and trash bi- LANDSCAPE PLANS. Q��FESS IUNq THAT PORTION OF LOT 17 OF A SUBDIVISION OF LOT 10, CUCAMONGA VINEYARD TRACT, IN THE CITY OF RANCHO JOB NUMBER: 18229MMA VANTED EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: Q (Risks, warnings, annually or more frequently if warranted. In the event O P RCUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 20, PAGE 44 OF visual conditions ctor/ est, ect. are discovered, additional controls are NOTE: PROPOSED ELEVATIONS SHOWN � w T0: FOOTHILL VINEYARD PLAZA, LLC LLi 0 p = MAPS, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: Q g p q HEREON HAVE BEEN LOWERED BY 1 ,20OFT c, W 0 � DRAWN B Y: CHECKED B Y:r I.M. PURPOSE: DRAINAGE PURPOSES � � indicating potential required. Such hazards and additional controls shall be _ RECORDING DATE: DECEMBER 20, 2018 Q BMP failure noted and recorded with the appropriate authorit - RECORDING NO.: 2018-0468672, OF OFFICIAL RECORDS BEGINNING AT THE CENTERLINE INTERSECTION OF FOOTHILL BOULEVARD AND VINEYARD AVENUE AS SHOWN ON RECORD >_ ) Y BECAUSE OF SPACE CONSTRAINTS. _j C 66 AFFECTS: SAID LAND OF SURVEY RECORDED IN BOOK 92, PAGE 58 OF RECORD OF SURVEY, RECORDS OF SAID COUNTY; THENCE SOUTH 00° Q ; * EX /30/21 yt � DATE: 12.22.2020 13' 40" WEST, ALONG THE CENTERLINE OF SAID VINEYARD AVENUE, A DISTANCE OF 98.01 FEET; THENCE NORTH 89' 41. [TITLE COMPANY REQUIREMENT OF DOCUMENTS FOR REVIEW] 46' 20" WEST 61.00 FEET TO A POINT IN THE WESTERLY RIGHT-OF-WAY OF SAID VINEYARD AVENUE, SAID POINT BEING M J� C I V IL P THE TRUE POINT OF BEGINNING; THENCE SOUTH 00° 13' 40" WEST, ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 9TF OF CALIF��� J SHEET DESCRIPTION: 42. [TITLE COMPANY REQUIREMENT OF STATEMENT OF INFORMATION] 474.47 FEET; THENCE NORTH 89' 52' 30" WEST 79.99 FEET; THENCE SOUTH 00° 13' 40" WEST 90.00 FEET TO THE ARROW ROUTE Q SOUTHERLY LINE OF SAID LOT 17; THENCE NORTH 89' 52' 30" WEST, ALONG SAID SOUTHERLY LINE, A DISTANCE OF DATE 12LL2020 0- 43. ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT 81.87 FEET; THENCE NORTH 00° 00' 00" WEST 272.66 FEET; THENCE NORTH 90° 00' 00" WEST 289.73 FEET; THENCE c� PRELIMINARY WATER DISCLOSED BY THE PUBLIC RECORDS. NORTH 00' 01' 00" EAST 134.15 FEET; THENCE NORTH 89' 47' 06" WEST 19.81 FEET; THENCE NORTH 00' 13' 41" • ■ EAST 185.00 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 72.00 FEET, MEASURED AT raSmith 7 44. MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/ACSM LAND TITLE SURVEY OF RIGHT ANGLES, FROM THE CENTERLINE OF SAID FOOTHILL BOULEVARD; THENCE SOUTH 89° 47' 06" EAST, ALONG SAID VICINITY MAP QUALITY MANAGEMENT PLAN SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF. PARALLEL LINE, A DISTANCE OF 448.98 FEET; THENCE SOUTH 41' 16' 33" EAST 34.71 FEET TO THE TRUE POINT OF CUT/FILL ESTIMATE OF EARTHWORK CREATIVITY BEYOND ENGINEERING AN EXCEPTPADDI�IONOAL STEID LAND HAS BEEN ORDERED;MS AND/OR MAKE ADDITIONAL REQUIREMENTS.MEON ITS OSPLETION THE COMPANY RESERVES THE RIGHT TO BEGINNING. N• T S. � SITE AND DRAINAGE AREA ALSO SHOWN AS PARCEL 1 OF AMENDED CERTIFICATE OF COMPLIANCE N0. 557 LOT LINE ADJUSTMENT AS RECORDED 8881 Research Drive N JUNE 18, 2004 AS INSTRUMENT NO. 2004-0434439, OF OFFICIAL RECORDS. Irvine,CA 9261 8-4236 0. GENERAL_ NOTES CUT: 440 CY Know what's below. (949) 872-2378 FILL: 345 CY 0 SURVEYOR ' S NOTES -------------- Call before you dig. rasmlTh.com 1 . THE LAND AREA OF THE SUBJECT PROPERTY IS 5.43 ACRES, AS DESCRIBED IN THE LEGAL Z O N I N G NET EXPORT: 95 CY RAS PROJ. #:3190346 DESCRIPTION. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF VINEYARD AVENUE, BEING PROJECT MGR: ERIC A. ROBLES NORTH 89°13'40" EAST PER RECORD OF SURVEY FILED IN BOOK 92, PAGE 58 OF RECORDS OF NO ZONING REPORT WAS SUPPLIED CUT/FILL BASED ON COMPARISON OF EXISTING SURFACE TO THE PROPOSED FINISH SURFACE, AND RA SMITH ASSUMES NO RESPONSIBILITY FOR DAMAGES, SHEET NUMBER: M I k FLOOD ZONE SURVEY OF SAN BERNARDINO COUNTY. DOES NOT ACCOUNT FOR ANY OVER-EXCAVATION FOR PAVEMENTS, BUILDING SLABS/PADS, OR LIABILITY OR COSTS RESULTING FROM CHANGES OR LANDSCAPE DEPRESSIONS. CONTRACTOR TO REFER TO APPROVED GEOTECHNICAL REPORT FOR ALTERATIONS MADE TO THIS PLAN WITHOUT THE Ke !Y THE PROPERTY LIES WITHIN ZONE "X" OF THE FLOOD INSURANCE RATE MAP 06071 C8630J BEARING - INDICATES FOUND MONUMENT AS NOTED THE PROPERTY IS ZONED "GC" ADDITIONAL UNDERSLAB AND/OR CUT AND FILL EARTHWORK REQUIREMENTS. EXPRESSED WRITTEN CONSENT OF RA SMITH. G p _ O1 AN EFFECTIVE DATE OF 02/18/2015 r I EARTHWORK QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL BE THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS RESPONSIBLE FOR DETERMINING THE QUANTITIES FOR BID AND CONSTRUCTION PURPOSES. ANY AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE EXPORT OR IMPORT TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE MAY BE OTHER UNDERGROUND UTILITY INSTALLATIONS CONTRACTOR. WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. BASED ON SCHEME SP-08 - - - - - - �- - 1 - - - - \ � - - - - �- - - - - - A h,F[ - - - b _ FOOTHILL - � �CONCRETE VEHICLE ENTRANCES �-1237- / NOTE: PROPOSED ELEVATIONS SHOWN BLVD. WILL BE REPAINTED OR TEXTURIZED - HEREON HAVE BEEN LOWERED BY 1 ,20OFT ALONG WITH THE-THREE CONCRETE / CIRCLES WITH THE COMPASS DESIGNS. BECAUSE OF SPACE CONSTRAINTS. I F� $l TE Mc nt Lj Mala - - - - - - - - �236_ / GRAPHIC' SCALE Lj> 0 N N 10 0 5 10 20 40 Q Q ARCHITECTS .( IN EllFEET ) I Y ; 35 H u g u s Alley Suite 200 1 Inch - 20 ft. a I Pasadena California 91103 3648 34 m � �1235� 0EM4A " TEL 626 583 8348 FAx 626 583 8387 �- A WV N WV ARROW ROUTE � V\ � © P� WM CCU ❑ ©IRr'rP PB 10 FH kIQ P 123 WWAA W \ ' VICINITY MAP A PROJECT FOR: ® © N89°47 06 W - 514.00 ;� L ��' ] � �P I / ,�� WV i 7 1.� _� 76FS �Q WV �� 777 , T ❑ S1 ®` N. T.S. 2 SD . a. . . 6\ PB / :54---SD---SD---SD = S1 SD-- 1 111111133.5 331 5 P . x � :_' 10 I FOOTHILL VINEYARD PLAZA, LLC S1 S 33 05 F S1 : : : , . kx r, II III If fI'llll II I III 2 -6 �s 1 _ 44'-6" o � - �I '� '°`' 4 �( SP THE EXISTING RAMP LOCATED AT THE SOUTHWEST CORNER OF FOOTHILL BLVD. &VINEYARD AVENUE SHALL BE I o 3 0.5% y o PROPOSED Q/ IL I� �!> �" P� EVALUATED FOR CONFORMANCE TO CURRENT ADA REGULATIONS. IF THE RAMP DOES NOT MEET ADA 20320 AVALON BOULEVARD s II III II II I II \ li ,I I, \s N �� 7 �/ ,� �i REGULATIONS THEN THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING DESIGN AND RECONSTRUCTION OF AC I 8 I 1 BLDG . C k I % % �- S1I THE RAMP FOR COMPLIANCE. DESIGN SHALL BE COMPLETED AND IMPROVEMENTS SECURED FOR PRIOR TO CAR SON, CALIFORNIA 90746 S 32.75 FF N f 1 729 S.G._01 I 1 {� �I ISSUANCE OF BUILDING PERMIT OR APPROVAL OF FINAL SUBDIVISION MAP WHICHEVER OCCURS FIRSTS . THE 32.63 TC -�� I IL = ° 16 - - - - RECONSTRUCTION ALONG WITH ALL PUBLIC IMPROVEMENTS SHALL BE COMPLETED PRIOR TO OCCUPANCY . THE TEL. 310.920.0723 32.63 FS (I_ _(BETA - , - _ - - I APPLICANT SHALL SUBMIT A SKETCH DRAWN TO SCALE, WITH ELEVATIONS AND DIMENSIONS, OF THE RAMPS AT - 2 PROPOSD REST. 2.69 TC 18'-0" 33.65 FF �- D°WV THE REQUIRED LOCATION, FOR REVIEW BY CITY STAFF. IF THE RAMP(S) DO NOT MEET CURRENT ADA 7 5 i ELECT. RM 8' 3 1 F - _` -- „ REQUIREMENTS, A STREET PLAN SHALL BE SUBMITTED SHOWING THE RECONSTRUCTION OF THE RAMP. \ ® 1 B U I L D�I N G B ±118 S.F. 3 „ * 0 28 -0 I 8 I \ \ / 1 ,848 SQ. FT. I ti ELECT.RM 21 -6 / , II I 61' ±4,5 S.F. F.S.R. 32. 8 c _ I °os ±94S.F ^1� 1 12 -0 CUT/FILL ESTIMATE OF EARTHWORK I ±52 S.F. - 2. 8 FS ° V / F' 32.22 TC 2 (FO D) CD x� I I ° ° ` I / 32.22 FS FF=�12.75 JI f ; ' ' 7 _ _ i CUT: 440 CY I 99, L ° 1 �_ ° 0 33.65 FF o / o I 32.75 FF (�2 II95,-811 32.75 FF 2 ° 10 ^dry I N I FILL: 345 CY FOOTHILL BLVD. o 4 Imo'` ` �� ` ° c0 PRO OSED -------------- 32.94 FS o i �o h �. I / NET EXPORT: 95 CY =i= -1 - -p- - - - --1=--_- = - --- - - - - - -,r. .� ° °° 33.5� F ' RAMP � ][, ` � j"� � ° o - ° B L D G .. D � ��'� 3Z• �G 10 10 32.4 G I :.:.•.:� �p L-L-� CUT/FILL BASED ON COMPARISON OF EXISTING SURFACE TO THE PROPOSED FINISH SURFACE, AND s ,o - II I �u.rl II � S.F. TC - _ ± 3 2 0 DOES NOT ACCOUNT FOR ANY OVER-EXCAVATION FOR PAVEMENTS, BUILDING SLABS PADS, OR p II III II- . ' ' ' 1� , r -� / N.aP. I I I - 4 Li.l 32. 3 TC li II' J 2'90 C 2.32 TC II IP5 F ° °7 F _ 6 LANDSCAPE DEPRESSIONS. CONTRACTOR TO REFER TO APPROVED GEOTECHNICAL REPORT FOR I 2 2 4p FSI 31 82 FS ' _ II II W Il �' 31.51 TC ° ° \ 2j ADDITIONAL UNDERSLAB AND/OR CUT AND FILL EARTHWORK REQUIREMENTS. 32. 3 FS ,� I_I� fl 11 N - III 0 2 �. ° I I -_. �Y 4;. Y. - 11 STALLS 9q ,'` "' �� ii 11 II II °' �7 31..51 FS I-, ?I Is I 'I 4 _ -L h / o - - - - o ;, - : . . : : a V.: I 1 L� EARTHWORK QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL BE I I I I �( � S1 S1 ° :.' RESPONSIBLE FOR DETERMINING THE QUANTITIES FOR BID AND CONSTRUCTION PURPOSES. ANY ELECT. RM \\ Of 1 :.•..,. .:...:.:.:..:...:.3 j ° = / EXPORT OR IMPORT TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE _ �- _ 31.82 TC ±118 S.F. -- - - - n Q u 325 F : . . . . . . . . .,. . . .4 _ CONTRACTOR. _ / 32.76 TC 31.32 FS 31.82 TC ; . I I ', I 32.26 FS 10 SDI 0.31 C _-- 32.55 TC � � 31.32 FS � >zg �;• '.•.•. ® i 1 F.S.R. RM ,_ „ I I � I � -h- � i '�J O �so� 29.8 FS SO 31 :' _- ±42 S.F. 20 0 AC SMH / 32.05 FS / SD 5 �� 29.90 TC '`` ° N8.3% oo ; _�,6 a „AWV '"� T 9 29.40 FS M� M roM Do CIVIL PRELIMINARY IMPROVEMENT NOTES: - I �� �� (Df\ (D-\ S1 30.86 FS ry �, _ �„ `�o 20'-0" \ 1 '-N 8"c'' \ a CONSTRUCT CURB AND/OR CURB AND GUTTER S1 32.25 FS ----------- -- - I , / 2 CONSTRUCT CURB RAMP 7.29 F -- --- - : ' o 1233� I / °�° `� °: �------ -- -- - --- ---- / \ a CONSTRUCT TRASH ENCLOSURE PER ARCHITECT PLANS �Z r 4 I / 1� 1 a TRANSFORMER/ELEC EQUIPMENT PER ARCHITECT SITE PLAN N 32.07 FS/ LL i i I I 6, �. KEY M A P / lrq `' I I : : � I �l 1 & CONSTRUCT NEW AC PAVEMENT AND FLAT WORK PER GEOTECH I \ W RECOMMENDATIONS acc .Ssie1... I a CICSIDLP 31.20 S I I 1 \ & CONSTRUCT SUBSURFACE INFILTRATION BASIN 30.49 FS 5 29.84 TC STING I I / I 6 29.34 FS� , I I ® I ❑ 1 A \ > I CONSTRUCT ENHANCED PATIO PAVING PER ARCHITECT PLAN I I / � I I 2 H �TAL S J [ GTE \ / / CONSTRUCT RAMP PER ARCHITECT PLAN 11 � / -- A I ' I ® \ ❑ ) RESTAURANT I L MH 9a CONSTRUCT MEDIAN CUT THROUGH XX ----------� / 6 / J c I BG • E T. P 10 CONSTRUCT INLET WITH FILTER, STENCIL (TYP) � 33 � _0 \ / � TRASH /� Cn IO� / 2 STALL ❑ 3,217 S.F. �� 11 CONCRETE STAIRS PER ARCHITECT J J / I DESIGN REVIEW SUBMITTAL NCLOSURE -� A Q / I r coNc 11E �s Cn J _� I /I , / I SITE CONDITIONS SUMMARY: 00 � /N I' I P U) _ �- - �- L 1 1 p p I \ I \ GROSS SITE AREA = 5.43 ACRES (ENTIRE SITE) L \ -- L LP o/ OLP I I SCO O NET SITE AREA = 39,695 SF (0.91 ACRES) DISTURBED AREA = 39,695 SF (0.91 ACRES) ' TREATMENT AREA = 0.91 ACRES FOOTHILL VINEYARD PLAZA SIGN / I �, .���- � ��, - o O 1 w PROPOSED CONDITIONS AREA SUMMARY �_ , I I I o SWC Foothill Blvd . �C Vineyard Ave. / \ I I NEW IMPERVIOUS AREA = 0.10 ACRES REMOVAL AND REPLACEMENT IMPERVIOUS AREA = 0.64 ACRES Rancho Cucamonga , CA 91730 AC / I I - 1 \ PERVIOUS AREA = 0.17 ACRES 19% w / L _ / CD I TOTAL IMPERVIOUS AREA = 0.74 ACRES 81% lil A / � of 229_ / / I I i A LEGEND : ' ISSUES / REVISIONS o I AC - � U I I TE D I IFH ��' z o / 1 \ \ --SD---SD HDPE STORM DRAIN PIPE ' NO. DATE DESCRIPTION ZLPc�oLP LP / / I 1 J PIS / i I 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. _ � I , / � _ / I I I I i� DRAINAGE ARROW � 2 11.10.2020 DESIGN REVIEW SUBMITTAL & C.U.P. ,,�� STORM DRAIN SYSTEM STENCILING z I - Am �"'C �WV I I � � - O AND SIGNAGE O 3 12.18.2020 DESIGN REVIEW SUBMITTAL & C.U.P. i AC / AC / I I 1 I - - I / I sM�1 �� 1 ;M U I / I I OSMH I I EFFICIENT IRRIGATION SYSTEM (NOT ISMH � � I / �� SHOWN, APPLIES TO ALL � / I LANDSCAPING ON SITE) N90°00'00"E 289.73' ` } CONCRETE VEHICLE ENTRANCES / WILL BE PAINTED OR TEXTURIZED U -� n n III I I ALOEI I I THE THREE CONCRETE - -1032 - EXISTING CONTOURS W CIRCL S I THE COMPASS DESIGNS. I z III I I \ 1032 PROPOSED CONTOURS U I \ 24"X24" GRATE INLET AND INLET I I \ FILTER PER DETAIL 2 SHEET C8 0 - 1 AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL • STORM DRAIN MANHOLE O REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO z PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER 1 1 I PAVING LEGEND I THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT 1 OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE I I I PROPOSED A.C. PAVEMENT PER z DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF GEOTECHNICAL REPORT ACCEPTANCE OF THESE RESTRICTIONS. ��F ESS IONq PROPOSED ENHANCED PATIO PAVING e JOB NUMBER: 18229MMA PER ARCHITECT �,�� �C, P • R '��, LIJ `� 'i \ DRAWN BY: CHECKED BY:H.M. PROPOSED LANDSCAPING PER � � C&�► _66 J' � LANDSCAPE PLANS. LU DATE: 12.22.2020 * FtiX�/30/21 yt NOTE: PROPOSED ELEVATIONS SHOWN 1p CIv\- P HEREON HAVE BEEN LOWERED BY 1 ,20OFT q�FOF CAL�F��� J SHEET DESCRIPTION: BECAUSE OF SPACE CONSTRAINTS. Q DATE 12/22/2020 � U � raSmith z CREATIVITY BEYOND ENGINEERING z CONCEPTUAL GRADING PLAN 8881 Research Drive Irvine,CA 92618-4236 Know what's below. (949)872-2378 O Call before you dig. rasmith.com I.L RAS PROJ. #:3190346 PROJECT MGR: ERIC A. ROBLES SHEET NUMBER: RA SMITH ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR Ke !Y AL TERA TIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF RA SMITH. _ 0 THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. BASED ON SCHEME SP-08 McKent!y I Matak ARCHITECTS 35 Hugus Alley Suite 200 PROPOSED LAYOUT CONCEPTUAL ELEVATIONS 'INVERT ABOVE BASE OF CHAMBER I Pasadena California 91103 - 3 6 4 8 18 STORMTECH MC-3500 CHAMBERS MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED): 12.50 PART TYPE ILAYOUT DESCRIPTION INVERT' MAX FLOW T E L 626 583 8348 FAx 626 583 8387 4 STORMTECH MC-3500 END CAPS MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC): 7.00 24"BOTTOM CORED END CAP/TYP OF ALL 24"BOTTOM CONNECTIONS AND ISOLATOR 12 STONE ABOVE(in) MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC): 6.00 PREFABRICATED END CAP A ROWS 2'06" 9 STONE BELOW(in) MINIMUM ALLOWABLE GRADE(TOP OF RIGID CONCRETE PAVEMENT): 6.00 40 /.STONE VOID MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT): 6.00 PREFABRICATED END CAP B 12"TOP CORED END CAPlTYP OF ALL 12"TOP CONNECTIONS 26.40" INSTALLED SYSTEM VOLUME(CF) TOP OF STONE: 5.50 PREFABRICATED END CAP C 12"BOTTOM CORED END CAP/TYP OF ALL 12"BOTTOM CONNECTIONS 1.35" 3823 (PERIMETER STONE INCLUDED) TOP OF MC-3500 CHAMBER: 4.50 MANIFOLD D 12"X 12'TOP,ADS N-12 26.36" (COVER STONE INCLUDED) 12'x 12"TOP MANIFOLD INVERT: 2.95 PIPE CONNECTION E 12"BOTTOM CONNECTION 1.35" (BASE STONE INCLUDED) 24"ISOLATOR ROW INVERT: 0.92 NYLOPLAS (INLET W/ISO ROW) F 30"DIAMETER(24"SUMP MIN) 2.5 CFS IN A PROJECT FOR: 1182 SYSTEM AREA(SF) 12'BOTTOM CONNECTION INVERT: 0.86 NYLOPLAS (OUTLET) G 30"DIAMETER SIGN BY ENGINEER) 2.0 CFS OUT 180.23 SYSTEM PERIMETER(ft) BOTTOM OF MC-3500 CHAMBER: 0.75 UNDERDRAIN H 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN UNDERDRAIN INVERT: 0.00 BOTTOM OF STONE: 0.00 74.18' 68.25' FOOTHILL VINEYARD PLAZA, LLC ' 20320 AVALON BOULEVARD s I E CARSON, CALIFORNIA 90746 I D H ,c B TEL. 310.920.0723 I � I M OI F IL ISOLATOR ROW NOTES (SEE DETAIL) MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECH SHEET#7 FOR MANIFOLD SIZING GUIDANCE. FOOTHILL B LVD. PLACE MINIMUM 17.50'OF ADS GEOSYNTHETICS 315WTM WOVEN DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND COUPLE GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY.THE SITE DESIGN ENGINEER �� = BED LIMITS IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS.THE BASE STONE DEPTH - - - - -'- - - - MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. - " " OPTIONAL INSPECTION PORT -FF/ N.A.P. I r. 4LLJ COVER PIPE CONNECTION TO END CAP WITH ADS 9�,, l ,l ! GEOSYNTHETICS 601T NON WOVEN GEOTEXTILE MC-3500 CHAMBER I a i Q MC-3500 END CAP q STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM r ! STRUCTURES WITH OPEN GRATES = -. _ _, = Wi�oentlaai,,''�QtiBBbtlo�i,,$'$�Ba/,`Qor,BBabaiu,'g�reatlab,,g tioatlab/,g�wrebtlia/,g��.Batloif,g��eatlab�,g�ebtlai,,g tiertlab/,��.obai,�ebo,,g��rBnboI/g,y:_BNn Bab'g.:etlobT geai g�tieai g�ooab g�eoi.�.oi Ba�B i @x/ l _- �oOi�Bn r 1r.,i,,1nib,�orb ti-B,nb 4�#ib1 fPbaQ 0. QBc1a* at $B�� 0, 0.Ba'$�o 4tl _.. 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N, SUMP DEPTH TBD BY KEY MAP SITE DESIGN ENGINEER (24"[600 mm]MIN RECOMMENDED) 24"(600 mm)HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-CORED END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN PART#:MC35001EPP24BC OR MC35001EPP248W GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25'(2.51 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS MC-3500 ISOLATOR ROW DETAIL NIS I ADS GEOSYNTHETICS 601 T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAYER(DESIGNED AROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAYERS BY SITE DESIGN ENGINEER) I \ o TO BOTTOM OF FLEXIBLE PAVEMENT FOR UNPAVED 8' DESIGN REVIEW S U B M I T T A L��>/\� i14STALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR. 1 S• PERIMETER STONE I-//II //II //II //II //II // //II //II //II //II II //II //II //II //II //I G` II //II //II /II �/ "CREASE COVER TO 30•(750 mm) 1 �, ( ) i� T T T T (450 mm)MIN' MAX (SEE NOTE 6) _ _ _ _ _ - _- - _ - _ _ - rt12"(300 mm)MIN © - EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 45' _ (1140 mm) 1=1II c I (A) FOOTHILL VINEYARD PLAZA - DEPTH OF STONE TO BE DETERMINED 6"(150 mm)MIN I- - _ I- -I I I BY SITE DESIGN ENGINEER 9"(230 mm)MIN • • MC-3500 6" 77'(1950 mm) I[- 12"(300 mm)MINSWC END CAP SUBGRADE SOILS (150 mm)MIN Foothill B & Vineyard (SEE NOTE 4) Rancho Cucamonga , CA 91730 4 ADS INFILTRATION CHAMBER DETAIL N.T.S. DROP INLET ISSUES / REVISIONS UREFIL TERI MODEL NO. A B *WEIGHT B10 CLEAN FULL 10'APT D1242436 36" 42" 1900 Les. No. DATE DESCRIPTION FOR USE /N GRATE /HEFTS ' D1242448 48" 54" 2500 LBS. 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. *BOX ONLY a ° a z 2 11.10.2020 DESIGN REVIEW SUBMITTAL & C.U.P. v000 ®®0vv Tv000 ®®IV,v O FRAME AND GRATE o000 ®®��V _ 3 12.18.2020 DESIGN REVIEW SUBMITTAL & C.U.P. MODEL NO. RATING D WEIGHT ° 0®®®®®®00v ➢0®®®®®®®00 WW SG2424-DIP PEDESTRIAN1 1/2" 41 LBS. ®®®® SG2424-DIT TRAFFIC 3" 120 LBS. ➢ ®®®®0VV ➢0®®®®®®®00 ➢0IR7 IR7 V d FRAME MAY BE CAST ®®®®®®®0'7V ➢W®®®®®®®147v Uf) DIRECTLY INTO BOX ° (OPTIONAL) ➢W®®®®®®®�v ➢W®®®®®®®I;Z7v® O ®®®®®®0 VV a ➢T1W®®®®®0';7v TOP VIEW ° ®®®®®®®0'7V 0 ➢W®®®®®®®'Uv \ / NOTES: a v®®®®®®®0 vV n/ 181'X31„ THIN 1. ALL HARDWARE, FLANGE, FRAME, SCREENS SHALL BE STAINLESS STEEL O INSIDE 2. HYDROCARBON BOOM SHALL BE 2" DIAMETER AND CONNECTED, MECHANICALLY ° WALL KNOCKOUTS. OUTSIDE TO THE FILTER FRAME WITH RAILS ALLOWING IT TO FLOAT ON THE WATER CONCRETE STRUCTURE SLEDGE OUT AS HEIGHT HEIGHT SRF3USEACE REGARDLESS E PERFORMANCE OF HEIGHT IN MANUFACTURES SPECIFICATIONS a LL. AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND REQUIRED. \ qFl B0� ' I OF BOX 4. OTHER STANDARD AND CUSTOM MODEL SIZES AVAILABLE - CONTACT BID CLEAN �- INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL FOR MORE INFORMATION. REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO (TYP. 4 PLACES)------ 5. BASED ON 37% OPEN AREA. O 6. CONSIDERS A SAFETY FACTOR OF 2.0. 7 PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR 7. CONSIDERS A LOCAL DEPRESSION PONDIING DEPTH OF 6 INCHES. z USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER 8. STORAGE CAPACITY BASED ON THE BASKET HALF FULL. SOLIDS MODEL STORAGE 9. CONCRETE STRUCTURE SOLD SEPARATELY. TREATMENT BYPASS I THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN HIGH FLOW # F OS FLOW CAPACITY PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT BYPASOPTIONAL C \ / ) (CFS) (CF) t � , J OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE EXTENSION z DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF HEIGHT \ / o000000 �� O ACCEPTANCE OF THESE RESTRICTIONS. vv0000000v9 = BID-GRATE-FULL \ / "v o�0000` 12-12-12 1.55 1.55 0.27 �� Q��FESSI�Nq o0000o BOOM RAILS o P R JOB NUMBER: 18229MMA EXTENSION o0000o BIO-GRATE-FULL 18-18-18 �?G' �% LLI 4.32 3.68 1.05 s DRAWN BY: CHECKED BY:H.M. v00000000 W � C - l r� v00000000 - MODEL NO. C WEIGHT vo 0 0 0 0 0 00 v00000000 170000000o X 30 21 W DATE: 12.22.2020 RS242406 6 300 LBS. v0000000o BID-GRATE-FULL * / / NON-CLOGGING 24-24-24 7.67 4.83 2.41 v00000000 RS24 SCEN. MEET 2412 12" 600 LBS. FULL RE 1'�swam J SHEET DESCRIPTION: I V ��- �P vo 0 0 0 0 0 ov REQUIREMENTS gTF voo 0 0 0 0 0o BIO-GRATE-FULL CAL 30-30-24 12.97 6.21 3.98 •�' OF ■r� 0 0 0 0 0 o 0010 *104 DATE 12/2Z12020 FLOATING HYDROCARBON BIO-GRATE-FULL '.1~' , U PRELIMINARY WATER QUALITY ■ FRAME AND GRATE ASSEMBLY AVALIABLE ■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES vo 0 0 0 0 0 0o eooM 13.53 6.59 4.16 CONFIGURATION: FOR SPECIFIC CONFIGURATION, 25-38-24 �� raSmith MANAGEMENT PLAN SITE AND IN TRAFFIC OR PEDESTRIAN MODELS. CALL JENSEN PRECAST. 6BOTTOM SCREEN. BIO-GRATE-FULL ve, CREATIVITY BEYOND ENGINEERING■ FRAME AND SOLID COVER ASSEMBLY AVALIABLE MEETS FULL 36-36-24 19.64 7.60 5.94 DRAINAGE AREA IN TRAFFIC OR PEDESTRIAN MODELS. CAPTURE5FLOW SCHEMATIC REQUIREMENTS /IV S �� ` BID-GRATE-FULL 25.59 10.13 7.92 Ir$ne,1CA5earch Drive 926 8-4236 0d ■ DESIGN FOR H-20-44 BRIDGE LOADING. 48-48-18 MEETS Know what's below. (949)872-2378 O DRAINNG• Bl0 CLEAN GRAZE INLET FILTER DETAILS FULL rasmifh.com 1 j_ n n TYPICAL MODEL DETAIL CAPTURE . Call before you dl ■ ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN 24 X 24 � NOTE: g� RAS PROD. #:3190346 FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. pRECAlT • WARRANTY- 8 YEAR MANUFACTURERS Ro,ECz B16WICleanPROJECT MGR: ERIC A. ROBLES DRAIN INLET BIO CLEAN ENVIRONMENTAL SERVICES, INC. £VI9ONS DATE. ALL DRAIN INLETS THAT DISCHARGE INTO AN EXISTING OR PROPOSED STORM DRAIN MUST BE LABELED TO SHEET NUMBER: ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 398 VIA EL CENTRO, OCEANSIDE CA 92058 E149ONS. DATE RA SMITH ASSUMES NO RESPONSIBILITY FOR DAMAGES, CONTACT JENSEN PRECAST. PHONE: 760-433-7640 FAX: 760-433-3176 A Forterra Company DISCOURAGE ILLEGAL DUMPING OF POLLUTANTS WITH THE STENCIL ABOVE IN A VISIBLE AREA. 2 COATS LIABILITY OR COSTS RESULTING FROM CHANGES OR oR owe DATE RE,o,, aTE D 12424 DATE.• 4120120 SCALE- SF= 15 Ews/ays DATE MINIMIMUM. AL TERA TIONS MADE TO THIS PLAN WITHOUT THE 11-28-00 DRAF7ER.• M.C.P. UNITS=INCHES RE149ONS.• DATE.• PAGE I EXPRESSED WRl TTEN CONSENT OF RA SMl TH. DRAIN INLET 24" SQUARE 8.01 BIO CLEAN FULL CAPTURE FILTER DETAIL STORM DRAIN STENCIL G P - 0 2 N.T.S. 2 N.T.S. 3 - N.T.S. THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. BASED ON SCHEME SP-08 MAIN LINE AND RELATED EQUIPMENT FCF=IJF BU55LERS WATER EFFICIENT WORK SHEET PROJECT NAME: FOOTHILL VINEYARD PLAZA GENERAL NOTES: SUPERIOR #' 5(O REMOTE CONTROL VALVE, SIZE PER PLAN SYMBOL MFGR. MODEL NOZZLE P.S.I. G.P.M. RADIUS ARC PROJECT LOCATION: FOOT HILL BLVD. AND VINEYARD AVE. RANCHO CUCAMONGA CA 91730 1. ALL CONTROL AND COMMON WIRE TO BE AWG #14UF-GOO VOLT SOLID COPPER. Oi DRIP REMOTE CONTROL VALVE, RAINBIRD XCZ-Ulm-PRB-COM TOTAL LANDSCAPE AREA: 12,023 sq.ft. 2. PROVIDE P.V.G. SCHED. 40 SLEEVES FOR ALL LATERAL AND PRESSURE LINE AND CONTROL WIRING UNDER PAVING. RAINBIRD Ia02 PCS-030 5Q-5 30 .30 3' 90* INSTALL WITH 30' OF COVER AND RECOMPAGT TO 95Z. SEE SPECIAL INSTRUCTION NOTE #G. USE SEPARATE SLEEVES RAINBIRD #33-DLRC QUICK COUPLER VALVE IN BOX Maximum Applied Water Allowance {MAWA) C e t FOR MAINLINE, LATERAL AND WIRE. !Y 3. ACTUAL LOCATION OF AUTOMATIC CONTROLLER TO BE VERIFIED WITH OWNER OR HIS REPRESENTATIVE. SPEARS 2000 SERIES TRUE UNION BALL VALVE, LINE SIZE MAWA= (ETo) (0.62) [ (0.55 x LA) + (0.3 x SLA) ] 4. IF MAINLINE AND CONTROL VALVES SHOWN IN WALK AREAS. IT 15 FOR CLARITY ONLY. ROUTE IN PLANTED AREAS. NEW BACKFLOW PREVENTER FEBCO 825YA I-1/2" INSTALL PER ROOT 11,4TERING &"T5TEfi'I MAWA=Maximum Applied WaterAllotlance Matak 5. STOP ALL BACK DRAINAGE OF HEADS PER SPECIAL IRRIGATION NOTE #4 ELSEWHERE IN THIS SHEET. LOCAL CODE (APPROXIMATE LOCATION)PINAL LOCATION SHALL BE ETo=Reference Evapo...... G. USE TEFLON TAPE OR DOPE ON ALL MALE PIPE THREADS OF CONTROL ASSEMBLY. SWING JOINT AND BAGKFLOW ASSEMBLY. DETERMINED IN THE FIELD BY THE OWNER REPRESENTATIVE. 0.62=Conversion factor(to gallons per square foot) ARCHITECTS SYMBOL MFGR. MODEL NOZZLE P.S.I. G.P.M. RADIUS 0.45=ETAdjustment Factor(ETAF) 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO LA =Landscaped Area includes Special Landscape Area 35 H U U s A l l e S U i t e 2 0 0 PREVENT OVER5PRAY ONTO WALKS. ROADWAYS AND/OR BUILDINGS. AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING 0.3=Additional ETA djustment Factor for Special Landscape Area(1.0-0.7=0.3) g y THE BEST DEGREE OF ARG TO FIT EXISTING 51TE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO © NEW IRRIGATION CONTROLLER HUNTER IC-4200-M WALL MOUNT AS e RAINBIRD RWS B-C-1402 DEEP WELL 15/10 .50 NA SLA-Portion ofLandscapeArea identified as Special Landscape Area-see Definitions(square feet) Pasadena California 91103 -3648 OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH. DIRECTED BY THE OWNER REPRESENTATIVE. INCLUDING WSS (WIRELESS SOLAR SYNC SENSOR) Applicant to fill in boxes below. TEL 626 583 8348 FAx 626 583 8387 8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT ATTACHED TO THE BUILDING / WALL. LOCATION IS APPROXIMATE. OBSTRUCTIONS. INCLUDING NEW PLANT MATERIALS. GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXI5T FINAL LOCATION SHALL BE DETERMINED IN THE FIELD BY THE OWNER XF SERIES DRIFLINE THAT ARE IN CONFLICT WITH THE PLANS. SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 47.5 ETo (reference Evapotranspiration from Appendix A (inches per year) AUTHORIZED REPRESENTATIVE IN WRITING. IN THE EVENT OF THE NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION SYMBOL MFGR. MODEL G.P.H. SPACING. COIL SPAGING 12,023 Landscape Area including Special Landscape Area/SLA (square feet) INSTALLER SHALL ASSUME FULL RESPONSIBILITY FOR ANY ON-51TE ADJUSTMENTS NEGE55ARY TO MAKE SURE THE SYSTEM 0 Portion of Landscape Area identified as Special Landscape Area (square feet) PERFORMS AT NO ADDITIONAL 005T TO THE OWNER. APPROXIMATE AT THE PRESENT TIME. FINAL LOCATION SHALL BE EXISTING DEDICATED IRRIGATION WATER METER. LOCATION IS RAINBIRD DRIP XFS-09-12-100 0.9 12' 250' A PROJECT FOR: F-M] L ____J 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES. LOCATIONS DETERMINED IN THE FIELD BY THE CONTRACTOR. OF WALKS. RETAINING WALLS ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER 5UB- RAIN BIRD XF6-09-12 (12) ETD ETAF AREA (s,f,) Conversion MAWA CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS. UNDER ROADWAYS. PAVING LANDSCAPE DRIPLINE WITH COPPER SHIELD, 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE MAWA for LA 47.5 x 0.45 x 12,023 x 0.62 = 159,335 STRUCTURES. ETC. O DENOTES MAIN LINE PIPE SIZE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. MAWA for SLA' 47.5 x 0.3 x 0 x 0.62 = 0 10. INSTALL VALVES IN SHRUB OR GROUND COVER AREAS 12"" FROM EXISTING SIDEWALK AS SPACE PERMITS. INSTALL PER MANUFACTURE RECOMMENDATIONS. Total MAWA 159,335 (gallons per year) FOOTHILL VINEYARD PLAZA �� 11. INSTALL ALL SPRAY HEADS 6" FROM PAVED SURFACES, AS SPACE PERMITS. Lj DENOTES SLEEVE PIPE SIZE 12. ALL SPRAY HEADS SHOULD BE ADJUSTED TO MINIMIZE OVERSPRAY ONTO WALKS AND MAXIMIZE COVERAGE. 9 13. A PLUMBING PERMIT SHALL BE OBTAINED FOR THE IRRIGATION SYSTEM BY THE IRRIGATION CONTRACTOR. (N) MAIN LINE PIPING, SCHEDULE 40 PVC PIPE SCH 40 PVC SLEEVING CHART Estimated Total Water Use (ETWU) 20320 A VA LO N BOULEVARD 14. THE IRRIGATION CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF ALL FIELD REVISIONS AND SHALL PRESENT THE OWNER SIZE PER PLAN, 16" COVER SLEEVE SIZE NO. OF WIRES PIPE SIZE AND SHALL PRESENT THE OWNER WITH AN 'A5-BUILT' SET OF SEPIAS AT THE CONCLUSION ETWU = (ETo) (0.62) [ (PF x HA) 1 IE + SLA)] CARS 0 N , C A L I R 0 R N I A 90746 15. THE IRRIGATION SYSTEM SHALL BE TESTED IN THE FIELD BEFORE FINAL APPROVAL. SLEEVE PIPING, SCHEDULE 40 PVC PIPE 1 1/411 1-4 WIRES 1/211 TEL. 310. 9 2 0. 0 7 2 3 SIZE PER PLAN, DEPTH AS NECESSARY E7M=Estimated... 1 1/211 5-10 WIRES 3/41' ETo=Reference Evapo...... 0.62=Conversion factor(to gallonspersquare foot) SPRINKLER LATERAL PIPING, CLASS 200 PVC PIPE, PF=PlantFactorfrom WLJCOLS(see Definitions) NOTE: SIZE PER PLAN, 12" COVER, ALL PIPING UNDER PAVING SHALL BE 211 11-20 WIRES 111 HA=Hydrozone Area-planting area separated to high,moderate,Iowand very low iaterusea areas(square feet) TEST ALL SPRINKLER MAINS AFTER PIPE IS LAID AND JOINT COMPLETED SCHEDULE 40 PVC PIPE DENOTES PIPE SIZE IE=Irrigation Efficiency-see Chart*°(minimum 0.71) BY SUBMITTING TO A PRESSURE TEST OF ONE AND ONE HALF TIMES EXISTING M. 2 1/211 21-30 WIRES 1 1/411 SLA-Portion of Landscape Area identified as Special Landscape Area-see Definitions(squarefeet) STATIC PRESSURE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. DO NOT BAGKFILL ANY TRENCH UNTIL THE OWNER'S REPRESENTATIVE HAS CONTROLLERETWU arrived from Hydrozone Table below= 131,712 gallons per year APPROVED THE TEST. REPAIR ANY LEAKS UNTIL LINES MEET TEST SEQUENCE BLDG. C SIZE HYDRQZONE TABLE REQUIREMENTS AND THE OWNER'S REPRESENTATIVE'S APPROVAL.ALL o FOOTHILL BLVD. LATERALS SHALL BE TESTED UNDER MAIN PRESSURE FOR LEAKS± ANY T'I"PIC,4L VALVE DESIC�N�4TOR punt hydrazane /° of irrigation Hydro- BLDG. D plant tiater factor(PF) area (HA) PFxHA landscape efficiency zone LEAKS SHALL BE REPAIRED. ALL TESTS WITH THE EXCEPTION OF THE hydrozone use type (see table 8) (square ft.) (square ft.) area (LA) lE EThW LATERALS SHALL BE FOR A DURATION OF 4 HOURS WITH A MAXIMUM DROP o Drip low- mod. 0.3 11,367 3,410 9510 0.81 123,985 OF 4 PSI ALLOWED. Bubblers low- mod. 0.3 656 197 5°!° 0.75 7,728 �. �1 N.A.P. ' q Ld U � Subtotal ETWU 131,712 FOOTHILL BOULEVARD SLA -- 0 -- 0°l0 -- 0 °� TIT' � TOTAL 12,023 100°Io 131,712 0 '• I- Q Q y ❑ y ❑ El N89047'06 514.00' ° ° ° ° - �° - - _7 .� ��I P LLJ - - - �1 � > i 1 ❑ ❑ ❑ 7❑ 47 ❑ ❑ ° ° ° ° �/ ❑ ❑ ❑ ❑ ❑ ❑ _�6, o �� --- - - --- ..- - - - - - -.._..- - � - --------- F- - - - - - - - - - - � - - - AL - - -10 X TIITI BLDG.7 441-611 _ -- ---- o PROPOSED � � LX � ° KEY MAPOhl N - _ - - - - BLDG . C VV1�011 / 01roll I IL��I IL RETA = Troller Mayer Associates, Inc I r---, CD - -_ -_ - w Landscape Architecture Planning Urban Design 2 i PROPOSED REST` ELE T. RM I I . 18 D4 1403 Kenneth Road, Suite B (E� TWO STORY I C 8 I I - 1 11 Glendale, California 91201-1421 BLDG . A q 1 BUILDING B ±118 S.F. _ I I 9 I F.S.R. 1 11 -1 28 -0 I 1 E-mail: rmayer@trollermayer.com er (aye 956-0120 L___J r ELECT. RM N I I RM. 21 -6 1 11 I I E- ail: rmayer@trollermayer.com ±94 S.F. I 12 -0 i Lo F.S.R. RM 1 1 60s. I ± 39348 Sono ± 4 5 8 5 . F , +I ±52s.F. ( N . � I DESIGN REVIEW SUBMITTAL AT . � � ( ❑IpD � o a I I 1 � � - ti I CD o r[D L_ 951-811 X I N 0') I 1 ° - I 00 PROPOSED "- I 1 BLDG . D OUTDOOR UTDO R < X ± 2260 2 ° FOOTHEL VNEYARD PLAZA ARE � AREA 775� I ; 1 SVIIC Foothi Blvd . 8c Vineyard Ave. 12 3 I� �I y I �X I I 1 W o . � � ll� I Rancho Cucamonga , CA 91730 ELECT. RM ❑ _118 S.F. F.S.R. RM z 0 \ I ±42 S.F. � ISSUES 201_011 I I REVISIONS I I 201-011 I I ° No. DATE DESCRIPTION 0 0 UP 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. - w - - - - - - - �' 2 11 .10.2020 DESIGN REVIEW RESUBMITTAL 8c C.U.P 16 16 16 ❑ II= 444 =11 1 14 II= X MI \ II= # =11 12 ❑ 1 E ❑ INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO 6' o PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR � USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER 10 10 10 AO El 9 THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN i PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE 140 DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF _ ❑ TOTAL LANDSCAPE AREA: STALLS ±12,023 S.F. JOB NUMBER: 18229MMA ° DRAWN BY: M . S. CHECKED BY:J. M . 1 DATE: 11 . 16. 2020 o SHEET DESCRIPTION : 0 I 1 PROPOSED 1� ❑ CD PREUMNARY CD z FR GATON PLAN ID (N . A, P . 0 0 SHEET NUMBER: GRAPHIC SCALE �� pd 16 0 8 16 32 48 O ( IN FEET ) 1 inch = 16 ft. BASED ON SCHEME SP- 08 TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WUCOLS FACTOR i t ` - CANOPY TREESMc n `�"" OLEA EUROPAEA 'SWAN HILL' SWAN HILL FRUITLESS OLIVE 36" BOX LOW ,: .. \ ala k PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX MODERATE ARCHITECTS s� 3, 35 Hugus Alley Suite 200 +. Pasadena California 91103 -3648 TRISTANIA CONFERTA BRISBANE BOX 24 BOX LOW TEL 626 583 8348 Fax 626 583 8387 D _ r LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX MODERATE � A PROJECT FOR: ACCENT TREES WASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' BTH LOW -µ A FOOTH 2 VINEYARD PLAZA LL • .. - --- ••••-• - EXISTING TREES awe y Qua WASHINGTONIA � � � 20320 AVALON BOULEVARD • OLEA EUROPAEA ° PLATANUS . TRISTANIA • LAGERSTROEMIA INDICA I / EXISTING CRAPE MYRTLE TREE - PROTECT HEALTHY MYRTLE IN PLACE; REPLACE 'SWAN HILL' RACEMOSA CONFERTA ROBUSTA _ UNHEALTHY MYRTLES W/ NEW MYRTLES AND ADD NEW MYRTLE IN EMPTY DIAMONDS. CARBON , CALIFORNIA 90746 TEL. 310. 920. 0723 • I EXISTING BRISBANE BOX TREE TO REMAIN AND PROTECT IN PLACE REPLACE EXISTING REPLACE EXISTING BLDG. C CRAPE MYRTLE W/ NEW CRAPE MYRTLE W/ NEW FOOTHILL BLVD. CRAPE MYRTLE. BLDG. D REPLACE EXISTING EXISTING STREET TREE CRAPE MYRT CRAPE MYRTLES W/ TO REMAIN - TYP. TOTAL LANDSCAPE AREA: NEW CRAPE FOOTHILL BOULEVARDPROPOSED ACCENT + _- _.._ 1_ _L _ ..�.. .._. ._.4_.,_ ..=. TREE - TYP. —1 2,023 S.F. MYRTLES. aoe _ _ _ pip N.A.P. w Ili I- I > o q o MEN MEN — ■ N�9°47' '� ■ I I ■ MEN MOMENT — ■ _ ■ ■ a o �� BLDG. ❑ 6 W 5 I I I — _ ■ME! _ ■ g �� ME! MEN ❑ �Q ❑ v J-4. ME! ❑ ❑ I ❑ I I ❑ I d ° I ❑ I v I ,. Ig o ME! NINEmmmmrl�9�1 �� I. li 0 LLJ J J J I x I ' ZN L I o PROPOSED o VA �x Do PRO OSED CANOPY - - ° BLDG . C '��' BLDG. E REPLACE EXISTING N THE - TYP. „ CRAPE MYRTLE W/ NEW 729 S ,�o I � � KEY MAP R � ❑ 188�-�" — — — — — CRAPE MYRTLE. �RETAIL) 0 - - _ — a DROPO ED REST 1 $'-0" � Q�6 q (E) TWO STORY ELECT. RM $ -1 „ EXISTING STREET TREE Troller Mayer Associates, Inc BUILDING B ±118 S.F. _ I 00 0 28 -0 BLDG . A r 1 FS_R ELECT. RM 2 -6 I TO REMAIN - TYP. Landscape Architecture Planning Urban Design F.S.R. RM CV 50S F ±94 S.F. I �2 -0 I 1403 Kenneth Road, Suite B � �, 348 S. E. Lo � 49 2� S j . � , +� I I +52 S.F. _ ��; Glendale, California 91201-1421 C R ° A° D . ( F 0 D - I 4 I Ph:(818)956-8101 Fx (818) 956-0120 • J — — �I _ E-mail: rmayer@trollermayer.com p I C� C� 951-$„ o xZz / PROPOSED "- I — 1 DESIGN REVIEW SUBMITTAL _ o BLDG . D \ ,1UTL)C;� �� ° 0 - oJ-rD oR oo �I � � 3�260 S � �\ ARE (7757- 7 \ \ — 12 AREA 3 / 7/ ' I I ° fix � � 1 ; FOOTHUVNEYARD PLAZA U - Y ELECT. RM ■ ° w SWC Foothl Blvd . & Vineyard Ave. _ Q \/ +118 S.F. / J ° ° Rancho Cucamonga CA 91730 PROPOSED CANOPY o o F.S.R. RM � I (� o TREE - TYP. ±42 S.F. \20�0 I 1 // \ \ s 60 ' 1 20'-0" I 1 1 ■ I ° ° UP \ ISSUES / REVISIONS " — tiYo • • • �� - ( • !� - o ° /-°° No. DATE DESCRIPTION _F� ° � \ 1 DESIGN REVIEWSUBMITTAL 8c .U. o PROPOSED CANOPY 2 11 .10.2020 DESIGN REVIEW RESUBMITTAL Bc C.U.P o TREE - TYP. � _ _ `•` . `.` , , ,Cr ° ° ° 1 ■ I= =11 El ° 1 ■ PROPOSED CANOPY / TREE - TYP. >= 0 a / EXISTING CRAPE / w El MYRTLE TREE / ■ \ �j • • �j I • 6 o / \ PROTECT HEALTHY 0 ❑ ( INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL a / MYRTLE IN PLACE \ / \ � � REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO 0 o \ REPLACE UNHEALTHY \ / \ c� Qp6 g \ / PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR o / \ MYRTLES W/ NEW / \ 140 / \ USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER / — THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN ■ I MYRTLES AND ADD ■ _ ❑ PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT o 0 / NEW MYRTLE IN EMPT11( ■ • / I\ OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE N'ra o \ / DIAMONDS. \ STALLS \ / o I ❑■ DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF o o Q Q REMOVE 7QUEEN \ JOB NUMBER: 18229MMA ° PALMS IN THIS AREA • • • / ■ 5�10 AND ADD 7 NEW �\ / o � I/ : \I DRAWN BY: M . S. CHECKED BY:J. M . a PLATANUS RACEMOSA DATE: 11 . 16. 2020 0 o \ \ d 4:^'6a � \ \ LLI- EXISTING CRAPE MYR ° SHEET DESCRIPTION : ° 0 1 ■ 1 ■ • / TREE 1 t PROTECT HEALTHY MYRTLE IN 1 �? _ / PLACE; REPLACE UNH 0 C' 4�a q i \ i \ MYRTLES W/ NEW ES CD PROPOSED 00 ! '/ \ ' \ / AND ADD NEW MY TL z ° 0 • ■ 1 ■ \ EMPTY DIAMOND �� o EXISTING BRISBANE BOX I - � / \ TREE PLANThIS PLAN TREE TO REMAIN AND \\ // (N . A. P . ( a I PROTECT IN PLACE — 0 \ / • / / \ / / \ \ / \ orb D° . 1 1 • o SHEET NUMBER. \ / • • • I • • GRAPHIC SCALE \ is o s is sz 4e Ke t!yL 2 �, 1 ( IN FEET ) 1 inch = 16 ft. BASED ON SCHEME SP-08 } A, - e y — PLANT LEGEND PLANT LEGEND l BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS FACTOR BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS FACTOR SHRUBS ACCENT PLANTING Mc nt AGAVE ATTENUATA FOX TAIL AGAVE 15 GAL. 30" O.C. LOW AGAVE ATTENUATA FOX TAIL AGAVE 15 GAL. 30" O.C. LOW r AGAVE DESMETTIANA'VARIEGATA' SMOOTH AGAVE 5 GAL. 30" O.C. LOW ) �r jam;` _ �, ,*'' Mala _CALANDRINIA GRANDIFLORA ROCK PURSLANE 5 GAL. 18" O.C. LOW ARCHITECTS -`` � i �• ' Y ' CALLISTEMON CITRINUS 'LITTLE JOHN' DWARF BOTTLEBRUSH 5 GAL. 4' O.C. LOWis , LANTANA'NEW GOLD' NEW GOLD LANTANA 5 GAL. 3' O.C. LOW AGAVE ATTENUATA AGAVE DESMETTIANA CALLISTEMON CITRINUS CHONDROPETALUM 3 5 H u g u s A l l e y S u i t e 2 0 0 CHONDROPETALUM TECTORUM SMALL CAPE RUSH 5 GAL. 30" O.C. MODERATE 'VARIEGATA' 'LITTLE JOHN' TECTORUM Pasadena C a L i f o r n i a 91103 - 3648 SALVIA LEUCANTHA 'SANTA BARBARA' COMPACT MEXICAN SAGE 5 GAL. 30" O.C. LOW TEL 626 583 8348 FAx 626 583 8387 DIANELLA REVOLUTA'CASA BLUE' CASA BLUE FLAX LILY 1 GAL. 16" O.C. LOW PHORMIUM 'MAORI QUEEN' NEW ZEALAND FLAX 15 GAL. 3' O.C. MODERATE DIANELLA TASMAN ICA'VARI EGATA' WHITE STRIPED TASMAN 1 GAL. 2' O.C. LOW =j �. '- '� ` '>'�,. ,'•..� �, �`, FLAX LILY - � F DIETES GRANDIFLORA FORTNIGHT LILY 5 GAL. 30" O.C. LOW SCREENING HEDGE �r +I # R # ' .��- y ; �,?`f• �-` � • �` A PROJECT FOR: LIRIOPE MUSCARI LILYTURF 1 GAL. 16" O.C. MODERATE WESTRINGIA FRUTICOSA GREY BOX DWARF COAST ROSEMARY 5 GAL. 30" O.C. LOW " PHORMIUM 'YELLOW WAVE' NEW ZEALAND FLAX 15 GAL. 30" O.C. MODERATE WESTRINGIA'WYNYABBIE GEM' WYNYABBIE GEM 5 GAL. 3' O.C. LOW - -_ COAST ROSEMARY ' � GROUNDCOVER �a ' FOOTHILL VINEYARD PLAZA/ LLC fir. f VINES 4� Y� 20320 AVALON BOULEVARD CARISSA MACROCARPA GREEN CARPET NATAL PLUM 5 GAL. 3' O.C. MODERATE DIANELLA CAERULEA DIANELLA TASMANICA DIETES GRANDIFLORA 'GREEN CARPET' FICUS REPENS CREEPING FIG 5 GAL. AS SHOWN MODERATE 'CASSA BLUE' 'VARIEGATA' LIRIOPE MUSCARI CARSON, CALIFORNIA 90746 WESTRINGIA FRUTICOSA MUNDI LOW COAST ROSEMARY 5 GAL. 3' O.C. LOW ❑ TEL. 310.920.0723 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 GAL. AS SHOWN MODERATE - -. -;�i.. _ �' BLDG. C FOOTHILL BLVD. F' I oil "Ilk BLDG. D - - ...... ..—.—;—.._-.—.. L—� J1 d.4 � B d.4 1 - i� I1 1 PROPOSED SCREENINGFOOTHILL BOULEVARD PHORMIUM 'YELLOW CARISSA MACROCARPA WESTRINGIA FRUTICOSA D4 HEDGE - TYP. V*VE `GREEN CARPET' 'MUNDI' =� '9�.w FI W ACCENT PLANTING - TYP. III a L - - > B BLDG.. - Y m a o m M � Y O fir; ❑ ❑ [:1N89 47 06 W [:1 [� 514.00 Elo ❑ El ❑ ❑ ❑ _ - a ❑ ❑ ❑ e R a e i� i Iwr4' o y� / I LU PROPOSED SHRUB & --------- .� — — -� - TYP. GROUNDCOVER - F 10 , 441-611 PROPOSED IL x �� O NNIA x AGAVE ATTENUATA CALANDGRANDIFLORA KEY MAP M B L D G - C N ± 1 729 S.F.5�-0"� I ,881-011 Ej a (RETAIL) PROPOSED REST. 18 -0 i` � ti'�• ` Troller Mayer Associates, Inc (E) TWO STORY ELECT. RM 8 � _ � �� 7 Landscape Architecture Planning Urban Design BLDG . A BUILOING B ±118 S.F. _ i „00 O 28 '� I �+ ;;' . 1403 Kenneth Road, Suite B F.S.R. ELECT. RM 21 -6 = RM. ±94 S.F. 12'-011 Lo Glendale, California 91201-1421 +3,348 S.F. ±4,508 S. F. F.S.R. RM + I 50S.F Ph:(818)956-8101 Fx:(818) 956-0120 (N.A.P.) (FOOD) ±52 S.F. o I I -mail: rmayer@trollermayer.com � J ;,��� k .�y r� � -� Fe7171 O 1 ❑ DESIGN REVIEW SUBMITTAL 95�_8�� x I N I t. 00 PROPOSED ~ I LANTANA 'NEW GOLD' SALVIA LEUCANTHA — � BLDG . D 'SANTA BARBARA' i i :>UTDC OR INN, — ± 3 � OUfD UR ' L260 S.F. — F_ AREA (FOLD) X\x 7T I_C� AREA , I FOOTHILL VINEYARD PLAZA 2 3 �-x I I � o L � 1 11 1 ELECT. RM SWC Foothill Blvd. & Vineyard Ave. � o I ±1118 S.F. Rancho Cucamonga, CA 91730 I F.S.R. RM I O \ -42 S.F. 20�_��� PROPOSED VINE - TYP. ACCENT PLANTING - TYP. �� 1 11 \ I 20 PHORMIUM MAORI QUEEN' ISSUES / REVISIONS O O UP No. DATE DESCRIPTION Y �I� III•I �I� Y / — — 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. / 16 16 I= =I , o El 1 l .l 0.2020 DESIGN REVIEW RESUBMITTAL & C.U.P.�, , . . , -I 7 ° 14 117- X —11, 3 � - N. 0 E - P. Z PROPOSED SCREENING HEDGE - TYP. ❑ WESTRINGIA FRUTICOSA WESTRINGIA 'WYNYABBI 'GREY BOX' GEM' 12 PROPOSED SHRUB & ❑ +,aka,. GROUNDCOVER - TY >= o " AS INSTRUMENTS OF SERVICE,ALL DESIGNS, IDEAS,AND INFORMATION SHOWN z ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + 10 10 10 �0 ❑ _ ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR ' `�< USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED 140 ❑ � WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE F OF ACCEPTANCE OF THESE RESTRICTIONS. PROTECT HEALTHY STALLS EXISTING YELLOW A 0 O O O FICUS REPENS TRACHELOSPERMUM JOB NUMBER: 18229MMA LANTANA IN PLACE; L IV JASMINOIDES DRAWN BY: M.S. CHECKED BY: J.M. REPLACE UNHEALTHY YELLOW LANTANA W/ I ❑ 0 DATE: 1 1 . 16.2020 NEW ONE'S, TYPICAL SHEET DESCRIPTION: LLI O �� TOTAL LANDSCAPE AREA: ±12,023 S.F. PROPOSED CD CD SHRUB PLANTING PLAN 0 .. (N.A.P.) 0 °° W GRAPHIC SCALE SHEET NUMBER: Ke !Y 0 0 8 16 32 48 ( IN FEET ) 1 inch = 16 ft. L = 2e2 BASED ON SCHEME SP-08 SITE REFERENCE NOTES lO EXISTING PROPERTY LINE C 2 NEW PLANTER Mc n CB 3O NEW CURB Mala OEXISTING 6 FT. UNDERGROUND ELECTRICAL EASEMENT. ARCHITECTS 5O EXISTING 6 FT. PUBLIC UTILITY EASEMENT. 3 5 H u g u s A l l e y S u i t e 2 0 0 Pasadena California 91103 - 3648 O6 NEW STRIPING TEL 626 583 8348 FAx 626 583 8387 O7 NEW PAINTED DISABLED SYMBOL ONEW DISABLED SIGN A PROJECT FOR: 9O NEW DRIVE-THRU WINDOW — — — — — — — — — — — — — — — — — — — — — — — — — — — — FL S NEW BOLLARD 1 1 NEW CLEARANCE HEIGHT BAR FOOTHILL VINEYARD PLAZA llC O 1 8172 VINEYARD AVENUE , 12 NEW PAVEMENT ENTRY ARROW RANCHO CUCAMONGA, CA 91730 13 BOULEVARD NEW DIRECTIONAL ARROW TEL. 310.760.6313 _ FOOTHILL - NEW RAMP O 14 fV 15 NEW ORDER CANOPY, TIME LOOP 45'-0" e 20 1 33 33 38 17 15 16 33 33 1 1 6 NEW PRE-MENU BOARD (E)DRIVEWAY A wv 31 BLDG. C 32 0NEW FIVE PANEL MENU BOARD FOOTHILL BLVD. BLDG. D o PPE 1 � e - NEW PAVEMENT EXIT ARROW - - - - Elo o FH� LP❑ f GV P O❑ ❑ N�9 47r 0� El ❑ 51 00' ❑ ❑ ❑ ❑ ❑ � ❑ t MEN ❑ NIEMEN ❑ ❑ ❑ ❑ ❑ _ > 21 O NEW DEMISING WALL N.A.P. :n _ I1, W Q 1 O i ` 0 F'E' I I ' �!, I D D •�'� o� kd J. I 2 0 NEW HIGH WALL 30 G� Q 24 I ♦ O f I BLDG. B :=:=:=:... - ----- - it I II .:J:::' 21 NEW CONCRETE PAVING. ACID WASH FINISH, SAW CUT LINES. 44 -6 - SP 3 - o COLOR NATURAL GRAY IT, PROPOSED - � i ,� � OCO•. CD - - - -- — - - - N _ Z 8 LU M BLDG . C - - - - O I 22 EXISTING TRANSFORMER - 8r_orr ± 11729 S.F.5'-o° .... . .. TAIL - 23 .... .... F----� (R ) o - .... 1 NEW TRASH ENCLOSURE WITH STANDING SEAM METAL ROOF - 42 it it �- - + - O D Q III PROPOSED REST - 5' 6„ ..--- -- - ---- - ELECT RM - _ _— _ ---------- E TWO STORY - 1 _ „ ( 1 I : coDo NEW SHORT TERM BIKE RACKS 5 BUILDING T _118 S.F. 28-0 I O P--- B - 5 1 : 2- gig. SIRELECT. _ 1 , M . ..... .. � I IR 21 6 ri.�: BLDG. A P--- � ±94S.F. 12'-0" ,., Q. 8- 61 -o BLDG. E ±3,348 S.F. ±4 5( 8 S.F. F.S.R. RM + osF _ O NEW LONG TERM BIKE STORAGE N N.A.P. (FOOD) ±52 s.F. - L--- J , 25 PROVIDED: 2 BICYCLES1 DBL. LOCKER)( ) , O o I I r i 21 - _ .. . .. Illu � � .. - _ KEY MAP T o , r 2 6 NEW METAL CANOPY .. ..... . 195-8 �t�:' N� � 33 I O 1 ED O PROPOS 0 6 5-4:. " 27 NEW STOP SYMBOL SIGN IL BLDG. D - O 5 it III +3 260 S.F. LP� � — , G;;.•.•:r NEW CONCRETE BOLLARD _T_ 14 Dw 14 ••, ' FOOD II II II II I��: I it I�IY� . . .. II II II o e�eC I NEW ELECTRIC VEHICLE STALL 12 - - - DIDIfD t4' :. . 33 29 Co I :=: O II II a ❑ -C3)qN 1�M EXISTING DIAMOND PLANTER 0 13 44 ELECT. RM I 20 b +118 S.F. •:N::-:i:-..- 2 20 2 7 9_0„ 9'-0" 9'-0" - -:I X a•::* ' 8„ 42 18 21 I F.S.R. RM = 31 EXISTING FIRE HYDRANT TO REMAIN DESIGN REVIEW SUBMITTAL & C.U.P. 4 Ac O 38 21 1 1 :,� �I 3. `''' ±42 S.F. 20'-0" 2 23 2 37 27 42 34 1 20'-0" :I':':'�':':':I 1❑ 1 32 NEW GREENSCREEN L u"a wv 14'-0" 6 43 O o b� 4 : .:;:;: 35 33 EXISTING TREEWELL TO REMAIN w� y�yoF" _� ' --------14---- — _ -- — LIJ 16 16 76 :;f:m; -------- — �� -------------- -- .— --- ::�. . 34 NEW STAIRS it IT 11 t ,; .. - - D 28 31 FOOTHILL VINEYARD PLAZA i t ❑Wit ,; : :I 27 P , $ 35 NEW RAILING O� 7 z gib_.. �� 14 I 25'_0" 29 1 ;1t 5 ' 25 SWC Foothill Blvd. & V'neyard Ave. ;, I w6 EXISTING BOLLARD W I I 22 �� 12'-0° '-o' 9'-0" 9'-0° 36 I I I 37 NEW ARROW DIRECTIONAL SYMBOL SIGN Rancho Cucamonga, CA 91730 � > 0 LP .T.� 1 1 0 4 1 0 I I Q 6 37 I I ❑ 38 NEW COLUMN TRELLIS � N � O _ L _ 12 1El 2 2 I 1 ❑ 1 RESTAURANT TP 0 MHE 1 D39 NEW PEDESTRIAN POLE LIGHT ISSUES REVISIONS 1 , 1 �. BLDG . E ' Q LP 1 i 6 i �l So 3,217 S.F. FF''� 4o NEW UMBRELLA No. DATE DESCRIPTION � �0 �0 �0 I I 1 ❑ �0 1 I 4 (N.A.P.) PA I 41 FURNITURE/ BENCH 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. I I CONC ' Q 140 1 1 1 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. ❑ 42 EXISTING CONC. MED. SAND BLAST & NATURAL CONC., SAW CUT LINES STALLS j 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 1 I I GI PB ❑ � 1 43 NEW ELECTRIC VEHICLE CHARGING UNIT WITH BOLLARD LP P LP I I Sco 0 O O O LP 1 1 I wV '° ' PB — LEGEND 1 AR" I _ 1 1 I > SMH Ln O SIGN — 1 1CD 1� NEW BUILDING 1 1 1 0 1 CD LP P� wV A o EXISTING BUILDING TO BE PAINTED WITH NEW COLORS. AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN I I (N.A.P.) I 0 D4 ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + TE ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR O 1 AC I I DDc 1 USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE z It it It It it I I IL i i i i i i i i i i i i NEW LANDSCAPE AREA SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED I I ® .....'.'.'.'.'.'.....'. WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL LP LP LP I 1 — — �— — — — + + ++++++++++++++•'•'• SEE LANDSCAPE PLANS. CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE . . . . . . . . . . . I I OF ACCEPTANCE OF THESE RESTRICTIONS. c�Nc NEW EV STATION VAN & STD. 1 wv JOB NUMBER: 18229MMA 1 1 42 42 0 LU > ACCESSIBLE STALL WITH CHARGERS 1 1 o OSMH �'r`'" co o SMH DRAWN BY: CHECKED BY: H.M. I 1 SMH w DATE: 12. 18.2020 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 . � � HANDICAP INDICATION PATH OF TRAVEL — 1 SHEET DESCRIPTION: 1 1 � ' PROPOSED 11 I OVERALL SITE PLAN 11 , GRAPHIC SCALE ( FOR REFERENCE ONLY) IN FEET � SHEET NUMBER: 1 inch = 20 ft. Ke t !Y NOTE: .... .... .... . ... ... ... . ... . See Sheet T 100 for proposed building and parking summary. See Sheet A010 for proposed enlarged site plan. PROPOSED OVERALL SITE PLAN (FOR REFERENCE ONLY) SCALE: 1" = 31 BASED ON SCHEME SP-08 Mc Maka E F- 1106 r. _ or ■ _ _ _ = ARCHITECTS 1 - -' •' -'L111.no , N N 35 Hugus ALLey Suite 200 Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 . 11, r _ . r r } I - L _ I 1 A PROJECT FOR: WEI ��_ fwlf- _ I ■ 61 dr 6 . y i FOOTHILL VINEYARD PLAZA, LLC M � � "� - wle�*r � _ _ 8172 VINEYARD AVENUE Vp ;- RANCHO CUCAMONGA, CA 91730 - ■ 1 ■ TEL. 310.760.6313 .,+ 1p OEM f ` _op JIM I � �— — kc _ _' IL BLDG. C 00 p FOOTHILL BLVD. 4 - v - I BLDG. D - - r-9 I& f = �; - C16*M U N I T Y �'- ' I All, - 1 I , ■ + _' t� ■ —� 10 MIXED- SE O y■ 0 � C011�AERCI�L - .� r i *� N.A.P. I� 1 it i (MU VLd _ . . i 14, a o 11 } _ _ - ♦ BLDG. B all rt� � -.1 11%0I ! ■ 11■ SPECIALTY I + ■ 1 T - ■ - * } u , 0 ■-TEp -A COMMERCIAL _ ■i r dip I _ M_ � I V qr­I --I; tj I I it _ NNIW. - F -i on IF ir 0 -� 11 1 ff' j I ! .F- FOOTHILL BLVD . r. f aiS�r -_. ' -.��_• ' '' _—__ - 4 - i .� - i� L �� - 'I _ _ BLDG. 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' FOOTHILL VINEYARD PLAZA t OO i y 777 COMMUNITY COMMERCIAL j �_ :� SWC Foothill Blvd. & Vineyard Ave. CO C _ ' o I Rancho Cucamonga, CA 91730 �. # ra _ - (E) J r ���--- ' row I I f 'I 7 L At de 6r OEM � ' I j■ " ' • ISSUES / REVISIONS 1 � a - ?�* _w . - _ ��+ No. DATE DESCRIPTION 11 1bi _ '11 _ , >� LI I f — i 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. op ■ j 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. r - ■ i I j _ 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. LM ' r ' 1 i •� I 1 ' - 'r• ' n MEDIUM RE IDENTIAL j MEDIUM-RESIDENTI r ■ 41M) � F IMF _ � � � � L I j + � _ I ■ ' � L. . 1 NNI NNE OR11111. - - 'L Im - P. I 1 1 — -IN 4-wo . ■ �+ 1 ■J j wI a ■ 17'1 r kr y ti .1Y 1 -� 4' '• -t- j - �"I' � 1 - �■ .� AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN _ r ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + 1 I ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR IN + L- USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE ■ � -6 ti y .4 47.0111111111 _ ■ IN SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED r # _ WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL ' • - 4 CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE -" - �■ OF ACCEPTANCE OF THESE RESTRICTIONS. Mff Ip%#, JOB NUMBER: 18229MMA * *1 ' -� 1 � •' — y "� — DRAWN BY: CHECKED BY: H.M. 1■-1 - II . ,{,� - ,—i Z. I * DATE: 12. 18.2020 1 '+ - - .� . mW �� = + SHEET DESCRIPTION: NN 1 _ c 1 NNp >� ' r L .- -terV0.1 �- '' � SITEUTILIZATION. � � ■ _ _. .=&EI GRAPHIC SCALE Kn kiiii SHEET NUMBER: ( IN FEET ) 1 inch = 100 ft. SITE UTILIZATION MAP SCALE: 1" = 100'-0" BASED ON SCHEME SP-08 C MC nt CBMala ARCHITECTS 35 Hugus Alley Suite 200 Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 A PROJECT FOR: b FOOTHILL VINEYARD PLAZA, LLC 8172 VINEYARD AVENUE RANCHO CUCAMONGA, CA 91730 FOOTHILL TEL. 310.760.6313 BOULEVARD I L� CD CD +45' O EMH � wV 1 N o (EXISTING A wv A wv FOOTHILL BLVD. BLDG. C 1 0 DRIVEWAY) © p © V BLDG. LD G. D F LC p PB L PUB FH _.__-_._S wp wv _ -N89 4706rW © W514.00' PP ,�. I wV N.A PJ r II _ ., _ 1` y WQ • ` P o iiY BLD G. B - -��I �- --------- ----------- - 0 _ D `— �\ �, 6 �� I ,- � -=• 44-6 _ SP -- \ - ---------�--- ------ L--- - P� - - - 3 fi 7--- �\, :a:'''I o PROPOSED o o f - — c ' I W o Cfl N Z t�tI 7t L � . . LU \i BLDG. C — I\ r_ rr - ± 1 729 S.F.5—o - O� -' (RETAIL) O b --- -- „ - .. M I\ \� �.•.•. •.•.�. ��,D PROPOSED REST. - ti 1 WV �..--------------n------.. .._.._..- - - - - ----- . . SE •- ..... ..... ELECT. RM 8' E TWO STORY - - \ V 18SF O I I BLDG. 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LL_� OI _ �o 1 PA I 0 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 140 1 1 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. L.L STALLS I 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. \ � GI P � I LP LP LP Lp L \ w O O O I\ — o W`e� Uj ' I \ \I \SIGN w z OSMF o \j o 0 I 0 F'A � z ' C wV ID w AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN A ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + TE 0 F I ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE ` it It It It Ply D4 SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED LP C LPGC LP( LF WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE ������\\\��\\� — — ♦ � � OF ACCEPTANCE OF THESE RESTRICTIONS. 00 :������0 \ ` Z Q JOB NUMBER: 18229MMA FIRE LANE � � � FIRE LANE SMH c� � w SMH X � I DRAWN BY: CHECKED BY. H.M. w DATE: 12. 18.2020 N90 00 00 E 289.73 I -------- r, �, + ------ SHEET DESCRIPTION: I ' 1 � EMERGENCY VEHICLE/ 1 � I FIRE ACCESS PLAN 1 i � I GRAPHIC SCALE Ke !y 177 . .... .. ... ... .. ... ... . ..... ... . ... ... .... . ... SHEET NUMBER: L ( IN FEET ) 1 inch = 20 ft. A * 2 PROPOSED OVERALL SITE PLAN (FOR REFERENCE ONLY) SCALE: V = 20'-011 BASED ON SCHEME SP-08 SITE REFERENCE NOTES lO EXISTING PROPERTY LINE 2O NEW PLANTER Mc n 3O NEW CURB Mala OEXISTING 6 FT. UNDERGROUND ELECTRICAL EASEMENT. ARCHITECTS 5O EXISTING 6 FT. PUBLIC UTILITY EASEMENT. 3 5 H u g u s A L L e y S u i t e 2 0 0 Pasadena California 91103 - 3648 O6 NEW STRIPING TEL 626 583 8348A 626 583 8387 FOOTHILL BOULEVARD O NEW PAINTED DISABLED SYMBOL ONEW DISABLED SIGN A PROJECT FOR: O NEW DRIVE-THRU WINDOW CV ti 10 NEW BOLLARD 1 1 FOOTHILL VINEYARD PLAZA, LLC 20 1 33 33 38 17 15 16 33 33 O EMH NEW CLEARANCE HEIGHT BAR O 8172 VINEYARD AVENUE Wv 32 31 12 NEW PAVEMENT ENTRY ARROW RANCHO C U CAM�O N GA, CA 91730 wv 1 13 NEW DIRECTIONAL ARROW TEL. 31 0.760.6313 Y FH ti O nE] LP ® N 8 9°4 7'0 6"�. 0 [� 51 .O C ❑ PB ❑ ❑ P O ❑ ' ❑ pB 0 (E) SIDEWALK PBBo 7(R 7 77 _ sp � 14 NEW RAMP . . . . . . . . q ® (E) SIDEWALK -1 7 . . 15 NEW ORDER CANOPY, TIME LOOP ° 21 . . . . . . c� ©. _ L: Q r`' �: . . I - 1 NEW PRE MEN BOARD J 6 U O M J 7 J 24 O I a`:�::::::::w ♦ BLDG. C cam - NEW FIVE PANEL MENU BOARD FOOTHILL BLVD. ---- . •.`. 4 M S 6 11 :=� 44,-6„ = T - SP BLDG. D .•.`w`w `'` L J L - D NEW PAVEMENT EXIT ARROW = g . . . . . . . w .. i . . . w . - 0 _ �:a.�`+ PROPOSE � I� � PB 0 20 18 � 8 M O NEW DEMISING WALL N.A.P. , S BLDG . CI . LU �� -0 — 1 ,729 S.F.S -o _ k� , rr > + r rr 20 NEW 30" HIGH WALL °� .� X- I Q III F (RETAIL) - _ _ _ Q BLS 2 rr -��' 3 — D4 21 NEW CONCRETE PAVING. ACID WASH FINISH, SAW CUT LINES. �I I . . . . . . . . . . . w PROPO D REST O : : S r I . 18 0 N - - ! a ELE W COLOR: NATURAL GRAY - - r CT. RM 8 i - t a ,— I E TWO STORY - :`�•:•'•`w . I`� � I - r rr - - p W I ` f _118 S.F. , ' o $ BUIL D ING B - F.S. r rr , �•`' ' •'f'�`w - 5 2 1. J ELECT. RM - - - - i BLDG . A • • 22 EXISTING TRANSFORMER F.S.R. RM �: : .. - _ � -I +, N sos.F ±94 S.F. 12r-Or' � _4 5 8 S.F. ��� o . 8-0 61 -0 - + —3,348 S.F. ±52 S.F. I - � 2 I 23 _ AP FO D I � NEW TRASH ENCLOSURE WITH STANDING SEAM METAL ROOF - N. ( ) - O o - 24 NEW SHORT TERM BIKE RACKS (5) , o 0 III • � O 1 r rr - - � � 95 8 o N 1 � 33 BLDG. E o� — — ti 1 25 NEW LONG TERM BIKE STORAGE ° 1 6 ,•`•` 11 °° PROPOSED ` `•`•` N PROVIDED: 2 BICYCLES (1 DBL. LOCKER) KE� P - - BLDG . D / J ' 26 NEW METAL CANOPY 14 OUT OOR D /' /' • OUTD o 1 — i 2 6 O S. F. `:;:F SEATINGAREA 14 OUT ooR 1 1 / P (FOOD) ::I 27 NEW STOP SYMBOL SIGN ±40 S.F. 3 - .I``:w:-i=:•'•:I ao ' !X 1 33 I..I..I 28 NEW CONCRETE BOLLARD 38 . . 9 ELECT. RM 29 NEW ELECTRIC VEHICLE STALL a 2 2 7 ' 0il�� 9'-0" 20 6 1` +118 S.F. : w . . .• 20 12 I : I: ` :�: '•: 18 21 O� �6' :`b.`: F.S.R. RMt z 30 EXISTING DIAMOND PLANTER 38 21 11 'O, I 20r_Orr O4 ±42 S.F. . . . SMH N � ® ~� i` `•�I 31 EXISTING FIRE HYDRANT TO REMAIN DESIGN REVIEW SUBMITTAL & C.U.P. sM . . :•:•I 2 14-0 37 27 42 34 0 '' I 20r_Orr ``:�: . . 2 6 • 32 NEW GREENSCREEN 23 43 °° o o� 00 .r o.:.:. :`�-o-.�:•. — — — — — — 14 w � 0 33 33 EXISTING TREEWELL TO REMAIN — � - - - - — ❑ Q 1 28'-11" 6'-0" 25 . /•. I— — - - - - - - — �' ' ' ' '�' 34 NEW STAIRS 16 16 16 — — • - - - — - - - - - _ O � � �` FOOTHILL VINEYARD PLAZA 28 1 w I— _ 31 ��`w`w : ` 1 27 LP 35 NEW RAILING = o O: T 1 0 29 SWC FoothillBlvd. & Vineyard Ave 25'-011 1 25 a' •s.:...`; I Y 36 EXISTING BOLLARD —__ 1 J Rancho Cucamonga, CA 91730 3 37 NEW ARROW DIRECTIONAL SYMBOL SIGN F'E I I< 12'-0" '-0' 9'-0" 9'-0" 36 I W j IN LP I— 2 I 38 NEW COLUMN TRELLIS 37 0 I O� 4 1 E] >= NEW PEDESTRIAN POLE LIGHT N I I 1 1 O ISSUES / REVISIONS 12 I I � - - � 0 w 2 2 I I 1 TF O T 4o NEW UMBRELLA No. DATE DESCRIPTION ® � � 6' I 41 FURNITURE/ BENCH 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. pg O H S� , 42 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. �O �O �0 I I ❑ . O EXISTING CONC. MED. SAND BLAST & NATURAL CONC., SAW CUT LINES �� 1 PA � 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 1 - 43 NEW ELECTRIC VEHICLE CHARGING UNIT WITH BOLLARD 140 I I C°NC 1 I I 1 ❑ I ILEGEND STALLS GI , PB ❑ sco ° O O O 1 j 1 NEW BUILDING 1 W% pg wv 0 - I I 1 EXISTING BUILDING TO BE O PAINTED WITH NEW COLORS. AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN 1 � ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE O +++++++++++++++++ NEW LANDSCAPE AREA SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL 1 � +++++++++++++++++ SEE LANDSCAPE PLANS. CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE LP z I I 1 FA �a wv Da WM OF ACCEPTANCE OF THESE RESTRICTIONS. ASSIGNED TENANT (N.A P. �ID � 1 1 JOB NUMBER: 18229MMA T� ) 1 0 � EP OUTDOOR PATIO AREA 1 DDC DRAWN BY: CHECKED BY: H.M. DATE: 12. 18.2020 OLP LP �P I I - - -Iv® - - ® ® ® - - - - - - - - - - - - - - - - - NEW EVSTATION VAN & STD. ACCESSIBLE STALL WITH CHARGERS SHEET DESCRIPTION: X wv CONE �wv 1 } HANDICAP INDICATION PATH OF TRAVEL 1 = w PROPOSED 42 42 q > 0 oSMH SMH M o ENLARGED SITE PLAN I I SMH W RAPHI ALE N90°00'00"E 289.73' WY I I 1 VVV Ke t !Y _ IN FEET > SHEET NUMBER: I I I \ 1 inch = 16 ft. I F � NOTE: See Sheet T 100 for proposed building and parking summary. A I I ENLARGED SITE PLAN SCALE: 1/16" = l'-0" BASED ON SCHEME SP-08 SITE REFERENCE NOTES lO EXISTING PROPERTY LINE O 2 NEW PLANTER Mc ntv FF ONEW CURB FOOTHILL BOULEVARD O EXISTING 6 FT. UNDERGROUND ELECTRICAL EASEMENT. ARCHITECTS OEXISTING 6 FT. PUBLIC UTILITY EASEMENT. 3 5 H u g u s A L L e y S u i t e 2 0 0 Pasadena California 91103 - 3648 ONEW STRIPING TEL 626 583 8348 '-Ax 626 583 8387 O rMH we O7 NEW PAINTED DISABLED SYMBOL 33 33 31 O NEW DISABLED SIGN A PROJECT FOR: WV O NEW DRIVE-THRU WINDOW 10 NEW BOLLARD FOOTH I LL VI N EYARD PLAZA llC P NEW CLEARANCE HEIGHT BAR �l� W� O P o pg wvx wV 8172 VINEYARD AVENUE � 0 O D4,,,,,, D4 12 NEW PAVEMENT ENTRY ARROW pg 0 � RANCHO CUCAMONGA, CA 91730 SI G NEW DIRECTIONAL ARROW TEL. 310.760.6313 �ICV 5'- 4 � 0 14 NEW RAMP ° ° 21 W y y y y y y yyyyyyyyyyyyyyyy y y y y y N . y y y y y y y y y y y y y y y y 15 NEW ORDER CANOPY TIME LOOP y y y y y y y y W y W y W y W y'Y y W y W y W y W y'�'y y y y y W y y y W y y y W y y y y .y W y W y y W y W y W y W y , ' y y y y y y y y y y y y y y'Y y y y W y y y y y r y y W/-.y W y W y W y W y W Y V W W W W y W y W y W y W W W W W W W W W o y y y y y y y y y y y y'Y y'Y y'Y y y y y y y y y y y y'�'y y y y W` V W y W y y y y y y y y y y y y y y y y y y y y y y W y W y W y W y y y y y y y y y V y y y W y y y y y y y y y y y y y W y W y W y y y y y y y y y t y y y y W y W y W .W y W y W.'�'y y y y y y y y y yyyyy W W W W W W W W .`.`.`.`.`.`.`.`. y y y y y y y y .. y y �jy .`.`.`.`.`. . .yW, ..WyW � 16 NEW PRE-MENU BOARD BLDG. C W y Y y V y V y W y W y W y W y W y'�'y y y y y W n I` , y y y' y y y y y y y y y y y y y y y y .W y W y•�'y y y y y y y y y V W`,W\/Y W y W y W y W y W y W y W y W y W y W W W W WW y W W W W W W W W y W y W 4 Wy y y y ' W y W y W y W y W y W y W y W y•�'y y y W V `3/v VVV M W y W y W y W y W y W 4 W 4 .W y W y W y W y W y W y W y W y W y W W W. y y . 7 yWyWyWyWy W W W W W W W W w WyWyWyWyWyWyWyWyW,l� W W W W W W `.`� y y / 17 NEW FIVE PANEL MENU BOARD FOOTHILL BLVD. W y W y W y W y W y W y W y W y. W y Y y V y V y W y W y W y W y W y y .W W W W .W W W W y .W y W y W .y W y W y W y W y y y W W y W y•�'y y y y y y y y W W y y W y W y W. 72 4 W W •Y .Y W W W W W W W W W W W W W W a� a� W W W W W W W W W W W y y y 4 y y y y y W Thy W T1` .y y y y y y y y y y y y BLDG• D .Y W W y W W W a W a W W W W W W W W W W W W W W W W W W W W W .Y .Y .Y y W y y y W W W W W y y y W W W W W W W y y W y W W W W W W W V y y .Y y y W W W W W . W W W W W W W W y y y y y y y . . W W W . .`.' y y yyy yyyyy NEW PAVEMENT EXIT ARROW - W y W W W y y y y y y y y y y W W W - y y y y y y y y y y W y y y y y y yY W W W y y y y y y y y y y y y y y y 2 B J L FF 19 NEW DEMISING WALL N.A.P. i / �\ yyyyyyyy yy _ W yyy y 441-611I _ I W W Sp O 20 NEW 30" HIGH WALL �� I �A � Q kd� � W y y y y y y PB BLDG.D — — — — — — — — — WyWy,.,. o PROPOSED — 1 7 y y yy �y 20 21 NEW CONCRETE PAVING. ACID WASH FINISH, SAW CUT LINES. �I I 'I J y W W W W W W W \ + \ y•y•y•y — 1 COLOR: NATURAL GRAY Q y y � X I - - .yy�y�y� yyyyyyyy � 0 � \ y y y y y W y y y y y y y y � y y y y y y - - _- - - 1¢ _ I� W W \ O y y y y y y y y y r�- - _ _ - ^� !� ] S W W ,I y y y y y (� W y y y 22 EXISTING TRANSFORMER - - - - - I \\ \ yyyyy. 1 WyWy y y +30' 23 LDG . Ccq yyyyyyyyy 7 2 9 S ,9 F , 1 11 (\/ X - O NEW TRASH ENCLOSURE WITH STANDING SEAM METAL ROOF y W W W W W y y O \ / \ y y y y W y W _ W W W W W W W W y y y y \ W y W y y W W W W W W y y y y y y y \ / y , O . y y y `.`.`. \ / W y 0 TD00 yyyyy yy`y` y 1 I 24 NEW SHORT TERM BIKE RACKS (5) y y W y W � y y y y y y y y y y y y y y y ( RETAIL) - W F - .y y y y y y y y y y y BLDG. � � y y O y y.y.`.`.`. 25 NEW LONG TERM BIKE STORAGE y y 1 W W W W "" PROVIDED: 2 BICYCLES (1 DBL. LOCKER) N y - 13- . . . yWyWy D4 KEYS P y y y 181011 y 26 NEW METAL CANOPY 1 y y y W y W y y W y y y O ELECT. RM 8 .WyWyW _ WWW .yyyyy ' 1 y y y y y W�Y y y W 4 1 11 y y .y y y \ °� 27 NEW STOP SYMBOL SIGN ± 118 S . F . 4 .WyWyW o0 28 -Q WyW y yyyyy 1 11 O yy yy y y � ' y y � 2'- y y F.S.R. — 1 y `y`y y `y`+�y9 28 NEW CONCRETE BOLLARD 5 0 W ELECT. RM 21 6 - � RM. 1 11 y O W F . S . R. RM N y yyy 50 S.F ±94 S.F. 1 2 —0 yyyyy Wyyyyyy 29 NEW ELECTRIC VEHICLE STALL +� y y y r� �r y W y W y+y 3'-5n O y y y W W +52 S . F - y y yy y y y —8 y.y.y.y 30 EXISTING DIAMOND PLANTER Q / WWWW •� I WW y y`y ' 31 EXISTING FIRE HYDRANT TO REMAIN DESIGN REVIEW SUBMITTAL & C.U.P. ° � � y III//IIII� � y WWW W O - / — y y y 32 NEW GREENSCREEN / W TIIY ° O � y y y y .Y I W y W y y 1Y y 33 EXISTING TREEWELL TO REMAIN `.`.`.`.`. X y yyyyy yyyyy` 1 33 34 NEW STAIRS W y W y W y W y y y y y ... yy�yWyyy � 00 � yyIyyyyyyIyyyyyyy ' FOOTHILL VINEYARD PLAZA y WyWWW W PROPOSED Iy y y y y y W y W l y y y y y l W y y y y y y / yy y yy 35 NEW RAILING 41 WWW WWI .WyWyyy SWC Foothill Blvd . & Vineyard Ave. y y y y yWyWy 36 EXISTING BOLLARD / \ \ •WyWyW - W . . .. . . . . . Dyy Rancho Cucamonga, CA 91730 DG ■ y y W W Wy . y y y yyyyyyyyNEW ARROW DIRECTIONAL SYMBOL SIGN W y W y W y W y / � W W W W O W y W y W y W y W W y W y W y Y y y \ / y W W W W y y y y y . . . . . . y X y y / y y y y y .y y y y y y y y y W y .Y y y y ° OUTDOOR Wyyy / / . yyy31260yyy .yWy Wyyyyy�yyyy yyyyy 38 NEW COLUMN TRELLIS y . . . . . . .y .y y y y y y y y y W y W y ❑ _ W y y y . . . . y W /W 1 W W A o / / . y y y OUTD R y y y y y 39 NEW PEDESTRIAN POLE LIGHT ISSUES / REVISIONS PLAZA yy yyy ��y FooD / y W y W y W �4O Wy y y W W y W W/ / yyyyy yy y ' P Ay .yyyyy y yy 4o NEW UMBRELLA No. DATE DESCRIPTION W y W y y y y y y y. O yWyWy / Wyyyyyy �14" yyyyoyyy y 3 y yyy .yWyWy 1 33 41 FURNITURE/ BENCH 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. .y W y W y y W y W y W y W W `Y y y y y W`y, y y y y y y y W W W W y y y y y - W y y y y yyy y y x � �� y y y 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. W o 000o y y y yyy y y W W 000�o� y yyyyyy��yyyyyyyyyyy Wyyyyyy Wyyyyyy y O EXISTING CONC. MED. SAND BLAST & NATURAL CONC., SAW CUT LINES y y ..... y�" 4 2 W y W y yyyyyyyyy WyW �"�y yy y 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. Y 'Y 'Y 'Y yyy y Wyyyyyy y y y ° w 43 NEW ELECTRIC VEHICLE CHARGING UNIT WITH BOLLARD W W y y y y y y y y l Y W y W y W y W y W y y y y W y W y y y y y y yFN­ y W W W y y y W W ELECT• RM y •y y y y y y y y y y y y Wyyyyyy y y LEGEND y y y y y y y y y .y y y 4 y 4 y y y y 5' y y yy yyyyy yyyyyyyy 118 S . F . 6 W W W W W y W y y y y y y y y y y y y y y 4 y y y y y y y •y y y W 1 y y y y y y y y y y y y y y �,. y y y y y y,"y,y y y W y W y W y W W W W XW y y W W W W W � W W y y y y y y y y y y y y y V y y y y y y \ y W W W V y W W WO W W W W W W W Mt y y y y y �1 y W y W y•y y y y y y y y y V W \ yy yy yyyyyyyy yyy . yyy F . S . R. RM y y y 4 y W W W y y y y y y y y y . .y y y y y W y y y y y y y y y y 7/�' yyy y.Y y.Y y V y W yy=yy y y yy yy yy yy yy y y y yy 1 11 W W Wyly •yyyyy NEW BUILDING /` W W y .W y y y y y y /W\ y y y y y y y y y y y y y V .yyy \\\�\ Il-1V■l . yyy ±42 S . F . 20 0 y y .yyy y y W y W y W y W y W y W W y y y y y y W Myyyyyyyy _ - y yyy.ly yyyyy S y y y . J = 00 y y W W y y 1 NEW LANDSCAPE AREA U co y y y 1 11 .yyy Wl ° SEE LANDSCAPE PLANS. 42 = 4 2 0 0 •yyyyy y y y AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN 34 ��CV yyyyy y y ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + yyy y yyy y ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR 0 �� —U \ p USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE -� - , y y y y y y y y y y y NEW EV STATION VAN & STD. SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED 35 CO - y 4 yyyyyyyy CHARGERS� -- y •y y y y y y y y y y y y y y y `�����,��������� ACCESSIBLE STALL WITH CHA WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL EVIDENCE y yWy O WV / CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE OF ACCEPTANCE OF THESE RESTRICTIONS. y y y y y y y y y W W W y I^/�A 1 3 3 y y y y y y y y y y y y y y / y 1 Wyyyyyy LO 29'-0" 6'-0" - y yyyyyyyy Wyyyyyyyyyyyyy yyyyy y y W yy JOB NUMBER: I8229MMA W �� W y W y W y W y W y W y W y W y. �y yy�yy �` .yyy y y y y y y y yyy yyyyy o DRAWN BY: CHECKED BY: H.M. y n •y y y y y y y y y y y.. y y W W y y y y y W W0y CV yy yyyyyyyy DATE: 12. 18.2020 W y W y W y W y W y • ' Wyyyyyyyyyy 1 SHEET DESCRIPTION: W y yO yl • 27V Yyy yy yy W y y y y y F .1 y y 4 y y 1 ,Y Y y y y y y •Wyy yy ..yWyWy PROPOSED W y y W y y l l •y y y y y W y W y W y y y yyy . 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C I > p+ I I OF ACCEPTANCE OF THESE RESTRICTIONS. ' 1 �t- —� — — �` I I JOB NUMBER: 18229MMA ♦ ♦ ♦ ♦ ♦ ♦ \ \' " " " " " I I DRAWN BY: CR CHECKED BY: H.M. ♦ ♦ ♦ � ♦ ♦ ♦ ♦ I / \ I I / \ I , ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ � I I ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1 ♦ ♦ � r DATE: 12. 18.2020 SHEET DESCRIPTION: PROPOSED FLOOR PLAN ( BUILDING D SHEET NUMBER: PROPOSED FLOOR PLAN (BUILDING C) SCALE: 1/8" = 1'-0" BASED ON SCHEME SP-08 ROOF PLAN LEGEND ELEVATION e�z X SHEET NUMBER X-XXX - ELEVATION NUMBER M K�TOP OF PARAPET Matak ARCHITECTS 00 35 Hugus Alley Suite 200 ROOF DRAIN AND OVERFLOW Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 H.V.A.C. A PROJECT FOR: FOOTHILL BOULEVARD FOOTHILL VINEYARD PLAZA, LLC 8172 VI N EYARD AVE N U E RANCHO CUCAMONGA, CA 91730 1 TEL. 310.760.6313 A201 1 2 3 4 5 6 T107'-6" FOOTHILL BLVD. 3'-10" 7'-8" 39'-6" 48'-6" 8'-0" .._.. ._.._.._.. .._..�._.._R_.._.a.._..sa._.._ ._..n..=:�._.._.ca.._..n.._..�._.._.sL.._.. .. a^� I N.A.P. I W BLDG. B a o I v Z A300 TRELLIS 2 - -- - - - - ...... -- = O A300 ' N - I KEY MAP ±23'-0" +3 ._ „ T.O. P. N T.O. P. I +-22'-0" T.O. P. I co q - - - - - - - - - - - -_ -- - - - - - - - - - - - - - - +22 PROPOSED T.O. P. I III I TO. P. ii „ DESIGN REVIEW SUBMITTAL & C.U .P. o II o SLOPE DN. SLOPE DN. BLDG. C FLAT ROOF 5 co 12 12 — — W FLAr ROOF rL= _ - FOOTHILL VINEYARD PLAZA T.O. P. co _ HVAC HVAC 00 -22-0 EXISTING T.O. P. I SWC Foothill Blvd . & Vineyard Ave. BLDG. 1 2 _ Rancho Cucamonga, CA 91730 (N .A. P.) A201 O II — — — — — — — — — — — — — — — — T.O. P. — 71 ±27'-8" _ LINE OF III T.O. P. HVAC ROOF HATCH I - ROOF WALL & LADDER z 2 ISSUES / REVISIONS CD BELOW II ��' No. DATE DESCRIPTION c� _ II N 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. JAL— 12 4 4 12 �I 6 2 1 1 .10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. LLJ 6 0 0 12 1 II 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 00 ±22'-0" D T.O. P. oo — — J - - — ±22'-0" MENT.O. P. T.O. P. ±27'-8" T.O. P. AS INSTRUMENTS OF SERVICE,ALL DESIGNS, IDEAS,AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE Li Li SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. (N)WOOD 47'-2" TRELLIS 48'-611 JOB NUMBER: 18229MMA (N)WOOD 3'-10" TRELLIS 9 ,-8„ 8'-0.1 DRAWN BY: CR CHECKED BY: H.M. DATE: 12. 18.2020 107'-6" SHEET DESCRIPTION: 1 A200 PROPOSED ROOF PLAN (BUILDING B ® SHEET NUMBER: P1 Al 30 PROPOSED FLOOR PLAN (BUILDING B) SCALE: 1/8" = P-O' I BASED ON SCHEME SP-08 ROOF PLAN LEGEND ELEVATION x SHEET NUMBER x-xxx ELEVATION NUMBER McKent !y TOP OF PARAPET Matak ARCHITECTS 00 35 Hugus Alley Suite 200 ROOF DRAIN AND OVERFLOW Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 J H.V.A.C. A PROJECT FOR: FOOTHILL VINEYARD PLAZA, LLC 8172 VINEYARD AVENUE RANCHO CUCAMONGA, CA 91730 TEL. 310.760.6313 VI N EYARD AVE N U E 1 FOOTHILL BLVD. BLDG. D N.A.P. W �F I k+=,Y . L K'l 1 3 4 5 - I_ i Z - i 86'-11 45-52 33'-6" I 8'-0" Il I II r2 N KEY MAP ♦ A301 T.O.P. T.O.ROOF A301 CE ® I I I I I I - - - - - - - - - - - I F - � F Ai r — F - — — - - - - - - - - - - - - - -- — - - — —SLOPE DCE5 — � ±30'-0" o T.O. ROOF I 12 DESIGN REVIEW SUBMITTAL & C.U.P. 01 a_ A 11 0 ° `0 I I o Q I I III N 2 SIN I I RI E HVAC I I HVAC — > A201 ti w N z FLAI ROOF , , — 2 FOOTHILL VINEYARD PLAZA X SWC Foothill Blvd. & Vineyard Ave. Cn Rancho Cucamonga, CA 91730 Tj I - L - J 1 III r, ISSUES / REVISIONS �bc•, I I I I ' � I II I I SLOPE DN. 11 No. DATE DESCRIPTION II 2 12 — _ _ 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. „ 1 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. O107 107 i 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. ±2r-o° I U. T.O.P. I _ I ±22'-0" ±28'-0" I T.O.ROOF 1 5'-02L" 40'-6" T.O.P. 41'-6" I EXISTING 87'-02" i BLDG. "E" I -- I I --- I I �OO I I I \ I AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE 1 PROPOSED I I SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL BLDG. iicii I I CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I I JOB NUMBER: 18229MMA 1 I DRAWN BY: CR CHECKED BY: H.M. I DATE: 12. 18.2020 SHEET DESCRIPTION: PROPOSED ROOF PLAN ( BUILDING D k SHEET NUMBER: Al 32 PROPOSED ROOF PLAN (BUILDING D) SCALE: 1/8" = 1'-0° BASED ON SCHEME SP-08 ROOF PLAN LEGEND ELEVATION - e r X XXX SHEET NUMBER e ELEVATION NUMBER ee_ TOP OF PARAPET alak ARCHITECTS 00 35 Hugus Alley Suite 200 ROOF DRAIN AND OVERFLOW Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 H.V.A.C. A PROJECT FOR: FOOTH I LL VI N EYARD PLAZA, LLC 8172 VINEYARD AVENUE RANCHO CUCAMONGA, CA91730 FOOTHILL BOULEVARD TEL. 310.760.6313 1 O A201 BLDG. C FOOTHILL BLVD. I. g v>i wv 1 4 o� 1 N.A.P. 44'-611 i W 41 E SIDEWALK I W 1 _ I ; L:.�-._..�..�..�..'%301 _-__-.._.._.._.. ±22'--0° N I MOOF KEY- - .-_ - -_ 1� 1 I TO Lo 2I I 1 11 FIZIE)GF- A201 FLAT ROOF CD HVAC ILL1 q CN - - N DESIGN REVIEW SUBMITTAL & C.U.P. 0 2 co A200 o I o " Nt FOOTHILL VINEYARD PLAZA SWC Foothill Blvd . & Vineyard Ave. Rancho Cucamonga, CA 91730 c PROPOSED Ilk±25'--0" i BLDG. "B" � � ISLOPE Jr7 ::: a0 DN. ISSUES / REVISIONS w No. DATE DESCRIPTION "�\j 22'4° T.O. P. 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 6'-3" 11'-9" 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 18'-011 21'-6° 5'-011 I PROPOSED 44'-6" BLDG. "D" I I 1 �OO I I I I °0 0 00° ° AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN ° °00 °°° ° ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + °°°°°°° ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR °°° °,°° °°°° USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE i 1 2 3 4 SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED j' WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 00.00 °0000° °°° JOB NUMBER: I8229MMA DRAWN BY: CR CHECKED BY: H.M. DATE: 12. 18.2020 SHEET DESCRIPTION: PROPOSED ROOF PLAN ( BUILDING C SHEET NUMBER- PROPOSED ROOF PLAN (BUILDING C) SCALE: 1/8" _ 1 -0" , BASED ON SCHEME SP-08 FINISH LEGEND KEY MATERIAL 1 FOAM CORNICE FINISH : WOOD GRAIN PAINT COLOR BY : DUNN EDWARDS M ka El 2 STOREFRONT - MANUFACTURER : ARCADIA FINISH : #85 BLACK AB-8 A R 1 T E V T S A. STOREFRONT GLASS 1 2 A300 A MANUFACTURER : PPG,1"CLEAR FLOAT GLASS 35 H u g u S A L L e y S u i t e 2 00 B. SPANDREL GLASS Pasadena California 91103 - 3648 VIRACON V933 WARM GREY#2 TEL 626 583 8348 `-A'� 626 583 8387 12 5 11 1 1 4 1 5 14 1 1 1 - D - B A - B D F A B A 3 COPING MANUFACTURER : BY GENERAL CONTRACTOR PAINT : MATCH ADJACENT COLOR. BY DUNN EDWARDS A PROJECT FOR: STANDING SEAM METAL ROOF, METAL AWNING MANUFACTURER : ATAS _ MODEL : 1 2" FIELD - LOC SYSTEM ±24'-0" COLOR : SLATE GRAY 20 ±22'-0" +21'-0" 1 — lip5 BATTEN BOARD SIDING 1 ( i MANUFACTURER : HARDIE BOARD FOOTH I LL VI N EYARD PLAZA LLC MODEL : SMOOTH VERTICAL PANELS W/SMOOTH / VERTICAL BATTEN BOARDS. i ` COLORS: BY DUNN EDWARDS PAINT 8172 VINEYARD AVENUE 8 s F ' 6 ITT 1 11 L NATURAL STONE VENEER (TRELLIS COLUMNS, LOW WALLS) RANCHO C U CAMO N GA, CA 91730 +10, )ANT TrEN1AA\NATr _0�� _ EXISTING ON SITE RIVER ROCK TO BE REUSED. 1 COLOR: NATURAL STONE RIVER ROCK. TEL. 3 1 0.760.63 1 3 - 7 - _ 7 7 BRICK VENEER +4'-0" 7 _ ±4'-0" MANUFACTURER : BELDEN MODEL : GRAY BRICKS - 8530 ECONOMO MODULAR ±0'-0" ___ THIN BRICK 8 METAL CANOPY 6 14 2 6 2 15 7 2 6 MANUFACTURER : BY GENERAL CONTRACTOR = FINISH : PAINTED STEEL F A A A A x\ I row — J i/ % COLOR : BY DUNN EDWARDS BLDG. B 1�1 , FOOTHILL BLVD. i i 9 METAL EYEBROW BUILDING B MANUFACTURER: BY GENERAL CONTRACTOR _ _ FINISH : PAINTED STEEL ` = _ , g J TENANT ] II TENANT 2 COLOR: BY DUNN EDWARDS i i 10 GREENSCREEN r N.A.P. _I ! La i MANUFACTURER : GREENSCREEN _ COLOR : MATTE TEXTURE BLACK � 77 iA�711 11 11 1 117F+Ad77� I I oil 11 11 11 11 11 11 11 1 I 11 11 11 11 11 h 11 11 11 / \ _j 11 WOOD EAVES I r MANUFACTURER : BY GENERAL CONTRACTOR II II II II II II II II II II II II II 11 II II 11 11 II - — Q / FINISH : BEHR PREMIUM, SOLID COLOR WATERPROFING, C'., 11 I I I 11 STAIN & SEALER. I I I I IOUT OORI I I I I I I I I QUITD 1011 11 11 11 COLOR : BOOT HILL GREY SC-159 I Y= - J Z II II -1-It-NIIIA 6L A II II I II 11 I o1 I 11 11 11 ri � 3 / 12 VERTICAL WOOD KNEE BRACING ( J l_ I- • l - > II II I II II II II II II II II II 1 11 11 11 I I I I 11 11 I I 1 MANUFACTURER : BY GENERAL CONTRACTOR 1 - - JL �� FINISH: BEHR PREMIUM, SOLID COLOR - — — I��1� IF � 41� �1 / WATERPROOFING STAIN AND SEALER n o -1F � =IFf9Fff 1 1 11 11 11 11 11 11 11 COLOR : BOOT HILL GREY SC-159 13 METAL BRACKETS T d m MANUFACTURER: : BY GENERAL CONTRACTOR FINISH : PAINTED STEEL N COLOR : BY DUNN EDWARDS KEY MAP 14 WOOD TRELLIS MANUFACTURER : BY GENERAL CONTRACTOR FINISH : PAINTED COLOR : BY DUNN EDWARDS 15 WALL SCONCE MANUFACTURER : LUMINUS-SCIROCCO LED MODEL : SR115 (WALL MOUNT STRAIGHT ARM-T) COLOR : JET BLACK 16 WALL SCONCE ( SERVICE DOORS) MANUFACTURER : US ARCHITECTURAL LIGHTING MODEL : LAS5562, NF COLOR : BLACK PROPOSED SOUTH ELEVATION (BUILDING B) SCALE: 3/32" = 1'-0" 1 17 TRELLIS LIGHTS DESIGN REVIEW SUBMITTAL & C.U.P. MANUFACTURER : LIGHTWAY MODEL : PDSW-12-LED COLOR : SATIN BLACK 18 PEDESTRIAN POLE LIGHT MANUFACTURE: LUMINUS - LUMISTIK, LED MODEL : CL640, POLE - CLIP 693(147") COLOR : JET BLACK CONCRETE PAVING FOOTHILL VINEYARD PLAZA 19 MANUFACTURER : BY GENERAL CONTRACTOR FINISH : ACID WASH FINISH , SAW CUT LINES . SWC Foo I h 1 11 Blvd . & Vineyard Ave. 19A FINISH: MEDIUM SAN BLAST COLOR : NATURAL GRAY Rancho Cucamonga, CA 91730 20 TRASH RECEPTACLES MANUFACTURERE : VICTOR STANLEY MODEL : SDC-36 14 6 5 1 1 1 4 5 11 14 COLOR : BLACK ISSUES / REVISIONS F - D A B A - D F 21 BIKE RACKS MANUFACTURER : VICTOR STANLEY No. DATE DESCRIPTION MODEL : BRBS-103 COLOR : BLACK — +32-0 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. �f 22 POTS MANUFACTURER : OLD TOWN FIBERGLASS 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. MODEL : CARDIFF SQUARE, CF1632, CF2024 � +25'-0„ COLOR : BRONZE 12 — — 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. +22-0„ - 23 PATIO FURNITURE MANUFACTURER : EMU CONTRACT SEGNO#268 -ARM CHAIR, 22 A/IRON CAMBI #802 MESH TABLE - 36" SQ , 22A/IRON TrEN1A�N T UMBRELLA-ALUMINUM SQUARE (118"X118") i COLOR : CANOPY WHITE STEEL BASE (24"SQ)SILVER 7 {j 23A BENCH (EVA-6 FT.) ' BY VICTOR STANLEY-COLOR BLACK is +4_0 24 LIGHT BOLLARD �- ___ MANUFACTURER: ARCHITECTURAL AREA LIGHTING MODEL: LED, CB9R, 36" OAH, 27LED-WW 7 2 15 7 15 6 TOP STYLE-FLAT. LG GRILL COLOR COLOR: NATURAL FINISH MEDIUM SANDBLAST AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR J1 Ll _ TT BUILDING B 11 I I i I ' USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE _ _ _ _ 11 I SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED C — — — — — I I i WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE TENANT 2 I i j OF ACCEPTANCE OF THESE RESTRICTIONS. v000< I e° 080° o'° I I • I I ' I JOB NUMBER: I8229MMA / ELECT. RM. — I `I\ F.S.R. ------- NNII. �,I RM. �� DRAWN BY: MH/CR CHECKED BY: H.M. COLORS DATE: 12. 18.2020 /� - - - - -I— _j / i PAINT SHEET DESCRIPTION: COLOR: DEW 384 SNOWFLAKE N1_// % r----------------- �� i� BY: DUNN EDWARDS PAINT COLOR: DE 6375 CASTLEROCK B PROP ED BY: DUNN EDWARDS ✓ ' PAINT COLOR: DE 6199 PALE BEACH EXTERIOR ELEVATIONS BY: DUNN EDWARDS (BUILDING B) - PAINT D COLOR: DEC 787 MYTHICAL BLUE BY: DUNN EDWARDS - PAINT SHEET NUMBER: E COLOR: DIET 632 FLOUR SACK BY: DUNN EDWARDS - PAINT F COLOR: DE 6369 LEGENDARY GRAY(SEMI GLOSS) BY: DUNN EDWARDS A2 PAINT PROPOSED EAST ELEVATION (BUILDING B) SCALE: 3/3211 = 11-011 2 G COLOR DEDWARDS 6385 CKBEAN BY: DUNN EDWARDS BASED ON SCHEME SP-08 FINISH LEGEND KEY MATERIAL 1 FOAM CORNICE FINISH : WOOD GRAIN PAINT COLOR BY : DUNN EDWARDS M ka El 2 STOREFRONT - MANUFACTURER : ARCADIA FINISH : #85 BLACK AB-8 A R I T E V T S A. STOREFRONT GLASS 2 1 MANUFACTURER : PPG,1"CLEAR FLOAT GLASS 35 H u g u S A L L e y Suite 2 0 0 A300 A300 B. SPANDREL GLASS Pasadena California 91103 - 3648 1 1 VIRACON V933 WARM GREY#2 TEL 626 583 8348 -A 626 583 8387 1 11 5 12 1 14 5 1 5 12 8 B D A B A F D B D F 3 COPING MANUFACTURER : BY GENERAL CONTRACTOR PAINT : MATCH ADJACENT COLOR. BY DUNN EDWARDS +32'-0" lipA PROJECT FOR: -+29�_0�� 4 STANDING SEAM METAL ROOF, METAL AWNING MANUFACTURER : ATAS MODEL : 1 2" FIELD - LOC SYSTEM COLOR : SLATE GRAY 20 +2 '-0' j; R I 1 ; 5 BATTEN BOARD SIDING jjw MANUFACTURER : HARDIE BOARD FOOTH I LL VI N EYARD PLAZA LLC MODEL : SMOOTH VERTICAL PANELS W/SMOOTH / - - VERTICAL BATTEN BOARDS. ®® Tr E, NJTj' I ±15'-0" COLORS: BY DUNN EDWARDS PAINT 8172 VINEYARD AVENUE A 5d 6 NATURAL STONE VENEER (TRELLIS COLUMNS, LOW WALLS) RANCHO C U CAMO N GA, CA 91730 4 j + EXISTING ON SITE RIVER ROCK TO BE REUSED. COLOR: NATURAL STONE RIVER ROCK. TEL. 3 1 0.760.63 1 3 1 I�� F 7 BRICK VENEER 15 I, � � L � � I' � A til -" t V - +4'-0" MANUFACTURER : BELDEN d - - -- - - - MODEL : GRAY BRICKS - 8530 ECONOMO MODULAR ±0'-0" - - -  -- -- - - +0,- THIN BRICK 49 I Iwo 1 8 METAL CANOPY L - 10 9 7 10 15 10 6 6 I i MANUFACTURER : BY GENERAL CONTRACTOR I FINISH : PAINTED STEEL F F I i COLOR : BY DUNN EDWARDS BLDG. BFOOTHILL BLVD. I I I I I -----JL BUILDING B IMETAL EYEBROW • MANUFACTURER: BY GENERAL CONTRACTOR TENANT 2 III TENANT ] - FINISH : PAINTED STEEL COLOR: BY DUNN EDWARDS 1 L-------J GREENSCREEN N.A.P. LLj MANUFACTURER : GREENSCREEN9 1,- COLOR : �� COLOR : MATTE TEXTURE BLACK ;__�� a --- ---____- ------T_______________1LJ� I I u_LJ_1L11_11_LI_1LJ1_-, ---------- WOOD EAVEST: - (( _v MANUFACTURER : BY GENERAL CONTRACTOR > LI 1 g Q i' �' FINISH : BEHR PREMIUM, SOLID COLOR WATERPROFING, STAIN & SEALER. Z iY- - - COLOR : BOOT HILL GREY SC-159 ': I -------- 12 VERTICAL WOOD KNEE BRACING ( l_ MANUFACTURER : BY GENERAL CONTRACTOR - I _1 —I JL I - FINISH: BEHR PREMIUM, SOLID COLOR ! - i WATERPROOFING STAIN AND SEALER AM U U U U U H U U L U U U U COLOR : BOOT HILL GREY SC-159 ,.Y - - --- -- -4-- i 13 METAL BRACKETS ® MANUFACTURER: : BY GENERAL CONTRACTOR FINISH : PAINTED STEEL N COLOR : BY DUNN EDWARDS I■ KEY MAP m m m m m 14 WOOD TRELLIS MANUFACTURER : BY GENERAL CONTRACTOR FINISH : PAINTED COLOR : BY DUNN EDWARDS 15 WALL SCONCE MANUFACTURER : LUMINUS-SCIROCCO LED MODEL : SR115 (WALL MOUNT STRAIGHT ARM-T) COLOR : JET BLACK 16 WALL SCONCE ( SERVICE DOORS) MANUFACTURER : US ARCHITECTURAL LIGHTING MODEL : LAS5562, NF COLOR : BLACK PROPOSED NORTH ELEVATION (BUILDING B) SCALE: 3/32" = 1'4' 1 17 TRELLIS LIGHTS DESIGN REVIEW SUBMITTAL & C.U.P. MANUFACTURER : LIGHTWAY MODEL : PDSW-12-LED COLOR : SATIN BLACK 18 PEDESTRIAN POLE LIGHT MANUFACTURE: LUMINUS - LUMISTIK, LED MODEL : CL640, POLE - CLIP 693(147") COLOR : JET BLACK CONCRETE PAVING FOOTHILL VINEYARD PLAZA 19 MANUFACTURER : BY GENERAL CONTRACTOR FINISH : ACID WASH FINISH , SAW CUT LINES . SWC Foo I h 1 11 Blvd . & Vineyard Ave. 19A FINISH: MEDIUM SAN BLAST COLOR : NATURAL GRAY Rancho Cucamonga, CA 91730 20 TRASH RECEPTACLES MANUFACTURERE : VICTOR STANLEY MODEL : SDC-36 14 5 1 5 1 1 4 11 14 COLOR : BLACK ISSUES / REVISIONS F D B D B A F 21 BIKE RACKS MANUFACTURER : VICTOR STANLEY No. DATE DESCRIPTION +3L'-I�" MODEL : BRBS-103 { COLOR : BLACK+29'-0" 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 22 POTS MANUFACTURER : OLD TOWN FIBERGLASS 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. MODEL : CARDIFF SQUARE, CF1632, CF2024 ±24'-0" COLOR : BRONZE 12 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. +22'-0" PATIO MANUFACTURER : FACTURER : EMU CONTRACT I - i SEGNO#268 -ARM CHAIR, 22 A/IRON CAMBI #802 MESH TABLE - 36" SQ , 22A/IRON UMBRELLA-ALUMINUM SQUARE (118"X118") Jill, JAL ®° COLOR : CANOPY WHITE STEEL BASE (24"SQ)SILVER if 6 23A BENCH (EVA-6 FT.) 6 BY VICTOR STANLEY-COLOR BLACK -� -- -•-•- -- .,....._.__- _ __- :::- - +p_p 24 LIGHT BOLLARD MANUFACTURER: ARCHITECTURAL AREA LIGHTING MODEL: LED, CB9R, 36" OAH, 27LED-WW C ~ 7 1 8 IT-I TOP STYLE-FLAT. LG GRILL COLOR COLOR: NATURAL FINISH MEDIUM SANDBLAST AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN I I F A F - - - - - - ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + L , Uj_D- _ _ I�_I ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR I I I I USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE BUILDING B _ _P TIQ REA i - - - ICI T= SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL ■ ��\\ \�\\ - - - - CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE ■ _ _ _ _ _ - OF ACCEPTANCE OF THESE RESTRICTIONS. .oe. .o JOB NUMBER: 18229MMA ''' ------------------ I D RAW N BY: M H/C R CHECKED BY: H.M. _ _ I ■ COLORS DATE: 12. 18.2020 `----------------9 - PAINT SHEET DESCRIPTION: A COLOR: DEW 384 SNOWFLAKE BY: DUNN EDWARDS - PAINT B COLOR: DE 6375 CASTLEROCK PROPOSED BY: DUNN EDWARDS - PAINT EXTERIOR ELEVATIONS C COLOR: DE 6199 PALE BEACH BY: DUNN EDWARDS (BUILDING B) - PAINT D COLOR: DEC 787 MYTHICAL BLUE BY: DUNN EDWARDS - PAINT SHEET NUMBER: E COLOR: DIET 632 FLOUR SACK BY: DUNN EDWARDS - PAINT F COLOR: DE 6369 LEGENDARY GRAY(SEMI GLOSS) BY: DUNN EDWARDS A2 I •//�� - PAINT PROPOSED WEST ELEVATION (BUILDING B) SCALE: 3/3211 = 11-011 L G COLOR DEDWARDS 6385 CKBEAN BASED ON SCHEME SP-08 BY: DUNN EDWARDS FINISH LEGEND KEY MATERIAL 1 FOAM CORNICE _ FINISH : WOOD GRAIN McKent PAINT COLOR BY : DUNN EDWARDS !y 2 STOREFRONT Matak _ MANUFACTURER :ARCADIA FINISH :#85 BLACK AB-8 ARCHITECTS A. STOREFRONT GLASS MANUFACTURER : PPG,1"CLEAR FLOAT GLASS 35 Hu g U s All e y S U i t e 2 00 1 B. SPANDREL GLASS Pasadena California 91103 - 3648 A301 VIRACON V933 WARM GREY#2 TEL 626 583 8348 Fax 626 583 8387 5 4 1 1 4 1 1 4 11 5 3 COPING MANUFACTURER : BY GENERAL CONTRACTOR PAINT : MATCH ADJACENT COLOR. I BY DUNN EDWARDS A PROJECT FOR: 4 STANDING SEAM METAL ROOF, METAL AWNING _ MANUFACTURER :ATAS MODEL : 1 �' FIELD- LOC SYSTEM COLOR : SLATE GRAY 20 I a { 5 BATTEN BOARD SIDING MANUFACTURER : HARDIE BOARD FOOTHILL VINEYARD PLAZA LLC I 12 I 12 MODEL : SMOOTH VERTICAL PANELS W/SMOOTH / 4 i 1 I �� VERTICAL BATTEN BOARDS. COLORS: BY DUNN EDWARDS PAINT 8172 VINEYARD AVENUE 'u a I ! 9 I 6 NATURAL STONE VENEER (TRELLIS COLUMNS, LOW WALLS) RANCHO C U CAMO N GA, CA 91730 - + F _ EXISTING ON SITE RIVER ROCK TO BE REUSED. ° COLOR: NATURAL STONE RIVER ROCK. TEL. 3 1 0.760.6313 I l t LL 1s 1s 15 1I I - t 7 BRICK VENEER „ Ell _ MANUFACTURER : BELDEN +4-p 7 +4-0 MODEL : GRAY BRICKS-8530 ECONOMO MODULAR r THIN BRICK - +0'-0" " WL-T- METAL/ I CANOPY 2 2 7 2 9 15 2 7 2 I _ MANUFACTURER : BY GENERAL CONTRACTOR FINISH : PAINTED STEEL COLOR : BY DUNN EDWARDS FOOTHILL BLVD. `` METAL EYEBROW X B U I LD I N G C ! I I _ MANUFACTURER: BY GENERAL CONTRACTOR BUILDING C I FINISH : PAINTED STEEL - - - r g COLOR: BY DUNN EDWARDS ° ° ° :i I X I I 10 GREENSCREEN N.A.P. X 7 J — _ MANUFACTURER : GREENSCREEN ii o LY - - - - F — ■ COLOR : MATTE TEXTURE BLACK I W ._ BLDG. C - - - - - - - - - - - - - - - ^� L - - - - - - X I ■ 11 WOOD EAVES r I - .t 0 — — — — �! _ MANUFACTURER : BY GENERAL CONTRACTOR �I I — y \ ra / \ / FINISH : BEHR PREMIUM, SOLID COLOR WATERPROFING, F0STAIN &SEALER. JI COLOR : BOOT HILL GREY SC-1 i - ,! Z ■ 12 VERTICAL WOOD KNEE BRACING ! l= _- __- • � _ - i F ■ _ MANUFACTURER : BY GENERAL CONTRACTOR _1- ® ® FINISH: BEHR PREMIUM,SOLID COLOR n h — — WATERPROOFING STAIN AND SEALER m - I COLOR : BOOT HILL GREY SC-159 -- ---- --- - F- t -- --- 13 METAL BRACKETS _ MANUFACTURER: : BY GENERAL CONTRACTOR FINISH : PAINTED STEEL N COLOR : BY DUNN EDWARDS KEY MAP 14 WOOD TRELLIS _ MANUFACTURER : BY GENERAL CONTRACTOR FINISH : PAINTED COLOR : BY DUNN EDWARDS 15 WALL SCONCE _ MANUFACTURER : LUMINUS-SCIROCCO LED MODEL : SR115(WALL MOUNT STRAIGHT ARM-T) COLOR : JET BLACK 16 WALL SCONCE(SERVICE DOORS) _ MANUFACTURER : US ARCHITECTURAL LIGHTING MODEL : LAS5562, NF COLOR : BLACK PROPOSED NORTH ELEVATION - FOOTHILL BLVD. (BUILDING C) SCALE:3/32" = 1'-0° 2 PROPOSED EAST ELEVATION (BUILDING C) SCALE: 3/32" = 1'-0" 1 17 TRELLIS LIGHTS DESIGN REVIEW SUBMITTAL & C.U.P. MANUFACTURER : LIGHTWAY MODEL : PDSW-12-LED COLOR : SATIN BLACK 18 PEDESTRIAN POLE LIGHT _ MANUFACTURE: LUMINUS-LUMISTIK, LED MODEL : CL640, POLE-CLIP 693(147") COLOR : JET BLACK CONCRETE PAVING FOOTHILL VINEYARD PLAZA 19 MANUFACTURER : BY GENERAL CONTRACTOR FINISH : ACID WASH FINISH ,SAW CUT LINES . SWC Foothill Blvd. & VI n eya rd Ave. 19A FINISH: MEDIUM SAN BLAST COLOR : NATURAL GRAY Rancho Cucamonga, CA 91730 1 A301 20 TRASH RECEPTACLES MANUFACTURERE :VICTOR STANLEY MODEL : SDC-36 5 1 1 1 4 4 11 1 5 1 1 1 COLOR : BLACK ISSUES / REVISIONS E B B A A E B B A 21 BIKE RACKS MANUFACTURER : VICTOR STANLEY NO. DATE DESCRIPTION MODEL : BRBS-103 COLOR : BLACK 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. ±28'-0„ — 4 11 I ±28'-0" 22 POTS I Mull MANUFACTURER : OLD TOWN FIBERGLASS 2 1 1 . 1 0.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 25-0" 1 ±25'-0" MODEL : CARDIFF SQUARE, CF1632,CF2024 COLOR : BRONZE 12 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 23 PATIO FURNITURE ' 12 5 MANUFACTURER : EMU CONTRACT r, { E SEGNO#268-ARM CHAIR,22 A/IRON r , E NjjA N T ?-jT�'�"I I CAMBI#802 MESH TABLE-36"SO,22A/IRON ! 1 ! I 4 UMBRELLA-ALUMINUM SQUARE(118"X118") COLOR : CANOPY WHITE 91 C 0' 9 STEEL BASE (24"SO)SILVER i F BENCH (EVA-6 FT.) 16 E IIIH. BY VICTOR STANLEY-COLOR BLACK ~ 24 LIGHT BOLLARD MANUFACTURER: ARCHITECTURAL AREA LIGHTING 7 15 2 i MODEL: LED, CB9R, 36"OAH,27LED-WW TOP STYLE-FLAT. LG GRILL COLOR COLOR: NATURAL FINISH MEDIUM SANDBLAST AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN A _.{r 2 9 7 15 ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ! + l I A F �/ \� / \� ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR ■ I USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ! BUILDING C ■ I BUILDING C F.S.R. WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL RM. CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE F.S.R. ELECT. RM. ° OF ACCEPTANCE OF THESE RESTRICTIONS. .)RM. _ ` J I ■ JOB NUMBER: 18229MMA r----------------- ----------- ------ DRAWN BY: MH/CR CHECKED BY: H.M. DATE: 12. 18.2020 �O O��I " g COLORS \X/ X/ I I ------------------J `------------------J - PAINT SHEET DESCRIPTION / \ I / \ I ■ �7 �� A COLOR: DEW 384 SNOWFLAKE BY: DUNN EDWARDS - i � I, \. . I, • �/ � i \\�' - PAINT COLOR: DE 6375 CASTLEROCK PROPOSED BY: DUNN EDWARDS PAINT EXTERIOR ELEVATIONS C COLOR: DE 6199 PALE BEACH BY: DUNN EDWARDS (BUILDING C) PAINT D COLOR: DEC 787 MYTHICAL BLUE BY: DUNN EDWARDS PAINT SHEET NUMBER: E COLOR: DIET 632 FLOUR SACK BY: DUNN EDWARDS PAINT F COLOR: DE 6369 LEGENDARY GRAY(SEMI GLOSS) BY: DUNN EDWARDS A2 2 PAINT PROPOSED SOUTH ELEVATION (BUILDING C) SCALE:3/32" = 11-011 4 PROPOSED WEST ELEVATION (BUILDING C) SCALE:3/32" = 11-0° 3 G BY: DUNN EDWARDSCKBEAN BASED ON SCHEME SP-08 FINISH LEGEND KEY MATERIAL 1 FOAM CORNICE FINISH : WOOD GRAIN McKent PAINT COLOR BY : DUNN EDWARDS !Y 2 STOREFRONT Matak MANUFACTURER :ARCADIA FINISH : #85 BLACK AB-8 ARCHITECTS A. STOREFRONT GLASS 1 2 MANUFACTURER : PPGY'CLEAR FLOAT GLASS 35 H U g U 5 A t Ley Su l t e 2 00 A302 A302 B. SPANDREL GLASS Pasadena California 91103 - 3648 4 5 11 12 4 1 1 4 1 11 5 VIRACON V933 WARM GREY#2 A C COPING TEL 626 583 8348 Fax 626 583 8387 - C - - - B - B - 3 MANUFACTURER : BY GENERAL CONTRACTOR PAINT : MATCH ADJACENT COLOR. BY DUNN EDWARDS STANDING SEAM METAL ROOF, METAL AWNING A PROJECT FOR: +28'-0" +28' 0" _ MANUFACTURER :ATAS MODEL : 1 2" FIELD- LOC SYSTEM I COLOR : SLATE GRAY 20 5 BATTEN BOARD SIDING 1- 30 +22 FOOTHILL VINEYARD PLAZA LLC _ MANUFACTURER : HARDIE BOARD 5 12 MODEL : SMOOTH VERTICAL PANELS W/SMOOTH / VERTICAL BATTEN BOARDS. C ITEI'\, �1'\, p '� COLORS: BY DUNN EDWARDS PAINT 8172 VINEYARD AVENUE 9 F ±13'-0" 6 NATURAL STONE VENEER (TRELLIS COLUMNS, LOW WALLS) RANCHO C U CAMO N GA, CA 91730 l a I,`i 8 EXISTING ON SITE RIVER ROCK TO BE REUSED. LU COLOR: NATURAL STONE RIVER ROCK. TEL. 3 1 0.760.6313 1 t x I F 15 _ '"' 7 BRICK VENEER _ ±4'-0" ±4'-0" _ MANUFACTURER : BELDEN -- 7 MODEL : GRAY BRICKS-8530 ECONOMO MODULAR — r --- --- _ +0'-0" THIN BRICK 1 I ■ 8 METAL CANOPY �_ 2 7 16 15 ` I 7 2 15 7 9 2 MANUFACTURER : BY GENERAL CONTRACTOR I Efl 'I I A I I f FINISH . PAINTED STEEL 0 0 o I I I it {l� A F A COLOR : BY DUNN EDWARDS f I FOOTHILL BLVD. BUILDING D I I I I I 9 METAL EYEBROW BLDG. D 1 I I 1 _ MANUFACTURER: BY GENERAL CONTRACTOR — I FINISH : PAINTED STEEL COLOR: BY DUNN EDWARDS y BUILDING D L_ F.S.R ELECT. RM. _j I 1 N.A.P. 4 10 GREENSCREEN LLi RM. MANUFACTURER : I I COLOR : MATTE TEXTURE BLACK _ , 1 - Y Q C WOOD EAVES II x I I MANUFACTURER : BY GENERAL CONTRACTOR __ — / — I FINISH : BEHR PREMIUM, SOLID COLOR WATERPROFING, 1K — — 71 —71 I — — J I STAIN &SEALER. y p W — — — — — — ———— ———— —— ----------1'� I / I �\ / I — - - — - - - — J COLOR : BOOT HILL GREY SC-159 —_ —_ _ — — h l Z ----- ---- \ N — 71 — --A 1K — — 71 ff 71 I 12 VERTICAL WOOD KNEE BRACING _ MANUFACTURER : BY GENERAL CONTRACTOR X\ I I /x\ I I /x I I FINISH: BEHR PREMIUM, SOLID COLOR i WATERPROOFING STAIN AND SEALER — — — — — —(�U D ( — — I COLOR : BOOT HILL GREY SC-159 — -- - -_ C -- ------ - X X 1 I X I I 13 METAL BRACKETS — 1�( / \ I \ / I MANUFACTURER: : BY GENERAL CONTRACTOR FINISH : PAINTED STEEL N / II \ I COLOR : BY DUNN EDWARDS KEY MAP I I \ /x\ I I /x I I 14 WOOD TRELLIS V_ — — y le — N 1 MANUFACTURER : BY GENERAL CONTRACTOR FINISH : PAINTED 1 COLOR : BY DUNN EDWARDS I 1 15 WALL SCONCE _ MANUFACTURER : LUMINUS-SCIROCCO LED MODEL : SR115 (WALL MOUNT STRAIGHT ARM-T) COLOR : JET BLACK 16 WALL SCONCE (SERVICE DOORS) _ MANUFACTURER : US ARCHITECTURAL LIGHTING MODEL : LAS5562, NF COLOR : BLACK PROPOSED SOUTH ELEVATION (BUILDING D) SCALE: 3/32" = P-0° 2 PROPOSED WEST ELEVATION (BUILDING D) SCALE: 3/32" = P-O" 1 17 TRELLIS LIGHTS DESIGN REVIEW SUBMITTAL & C.U.P. MANUFACTURER : LIGHTWAY MODEL : PDSW-12-LED COLOR : SATIN BLACK 18 PEDESTRIAN POLE LIGHT _ MANUFACTURE: LUMINUS- LUMISTIK, LED MODEL : CL640, POLE-CLP 693 (147") COLOR : JET BLACK CONCRETE PAVING FOOTHILL VINEYARD PLAZA 19 MANUFACTURER : BY GENERAL CONTRACTOR FINISH : ACID WASH FINISH , SAW CUT LINES . SWC Foothill Blvd . & Vineyard Ave. 19A FINISH: MEDIUM SAN BLAST COLOR : NATURAL GRAY Rancho Cucamonga, CA 91730 2 1 A302 A302 20 TRASH RECEPTACLES MANUFACTURERE : VICTOR STANLEY MODEL : SDC-36 12 11 1 5 1 1 5 11 1 1 1 4 4 15 A 5 B A C B 1 1 COLOR : BLACK ISSUES / REVISIONS 21 BIKE RACKS MANUFACTURER : VICTOR STANLEY No. DATE DESCRIPTION MODEL : BRBS-103 COLOR : BLACK 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 22 POTS i MANUFACTURER : OLD TOWN FIBERGLASS 2 1 1 .10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. MODEL : CARDIFF SQUARE, CF1632, CF2024 a COLOR : BRONZE 12 ±22'-0„ 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 23 PATIO FURNITURE 12 MANUFACTURER : EMU CONTRACT CLL AL CAMBII #802 M SHnTABLER 36" SQR022A/IRON I ±13'-0" UMBRELLA-ALUMINUM SQUARE (118"X118" ) r k e TMI COLOR : CANOPY WHITE ±10'-0" 15 15 15 ya STEEL BASE (24" SQ)SILVER j I Y C 23A BENCH (EVA-6 FT.) BY VICTOR STANLEY- COLOR BLACK IRV F 0� — I --- — ± 4 +0'-0" 24 LIGHT BOLLARD MANUFACTURER: ARCHITECTURAL AREA LIGHTING MODEL: LED, CB9R, 36"OAH, 27LED-WW 9 2 7 2 ! 7 9 10 I 1 15 2 7 2 L TOP STYLE-FLAT. LG GRILL COLOR AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN COLOR: NATURAL FINISH MEDIUM SANDBLAST ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + I I I � I I I V/ \ ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR 1 I I USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE BUILDING D I I ELECT. BUILDING D 1 1 F, SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED I RM. I I 1 WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE L — j_ N OF ACCEPTANCE OF THESE RESTRICTIONS. L — \ - - - - - - - - - - _ - _ \ _L — I I I L — — — — 0 JOB NUMBER: 18229MMA L — — — — — — — — — — — — — — LF x Ti— —1- - - DRAWN BY: MH/CR CHECKED BY: H.M. • L _ _ - - - - - - - - - L�- - - - - - - - ♦ COLORS DATE: 12. 18.2020 71 x PAINT SHEET DESCRIPTION: A COLOR: DEW 384 SNOWFLAKE BY: DUNN EDWARDS / I \ / n - PAINT E B COLOR: DE 6375 CASTL ROCK X PROPOSED BY: DUNN EDWARDS — I� - PAINT EXTERIOR ELEVATIONS I X\ I I / \ — C COLOR: DE 6199 PALE BEACH — � I — - - - - - - _ BY: DUNN EDWARDS (BUILDING D) - PAINT D COLOR: DEC 787 MYTHICAL BLUE BY: DUNN EDWARDS PAINT SHEET NUMBER: E COLOR: DET 632 FLOUR SACK BY: DUNN EDWARDS - PAINT F COLOR: DE 6369 LEGENDARY GRAY(SEMI GLOSS) BY: DUNN EDWARDS A2 PAINT PROPOSED NORTH ELEVATION (BUILDING D) SCALE: 3/32" = -011 4 PROPOSED EAST ELEVATION (BUILDING D) SCALE: 3/32" = -011 3 G B NE WARDSCKBEAN BASED ON SCHEME SP-08 McKant 1- v Malak ARCHITECTS 35 Hugus Alley Suite 200 +32'-0 " Pasadena California 91103 - 3648 FOAM CORNICE ±29'-0" W/ WOOD GRAIN FINISH A PROJECT FOR: AF 2 x WOOD DECKING AT EAVE BATTEN BOARD s — SIDING 7 FOOTH I LL VI N EYARD PLAZA, LLC 8172 VINEYARD AVENUE RANCHO CUCAMONGA, CA91730 BATTEN BOARD SIDING TEL. 310.760.6313 WOOD TRELLIS WOOD TRELLIS FOOTHILL BLVD. SMOOTH STUCCO - epr BATTEN BOARD , t CONC. CAP SIDING - CONC ,I N.A.P. . CAP NATURAL STONE COL. TENANT SPACE NATURAL STONE COL. , � I LOW WALL DRIVE-THRU BRICK VENEER +4'_ " BLS NATURAL STONE '� — 0 L PI , LU BRICK VENEER - - -€ 611 i r .f _ INKEY MAP BUILDING SECTION (BUILDING B) SCALE: 1/4" -O" 1 DESIGN REVIEW SUBMITTAL & C.U.P. FOOTHILL VINEYARD PLAZA SWC Foothill Blvd . & Vineyard Ave. Rancho Cucamonga, CA 91730 +2911 +271_$� ISSUES / REVISIONS FOAM CORNICE No. DATE DESCRIPTION 1 W/ WOOD GRAIN FINISH 2x WOOD DECKING AT EAVE 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. ----- SMOOTH STEEL TROWEL STUCCO FIN. 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 4x WOOD KNEE BRACE 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. BATTEN BOARD SIDING BATTEN BOARD SIDING WOOD TRELLIS +13'-811 � L +11 9_019 AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN BATTEN BOARD SIDING — ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + +1 0'—O" ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR +10 �-0'� — RECESSED LIGHT FIX. usED IN coNNECTION wITH ANY woRK oR PRo�ECT OTHER THAN THE METAL EYEBROW CONC. CAP SPECIFIC PROTECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY -r ASSOCIATES. VISUAL SMOOTH STEEL TROWEL TENANT SPACE SMOOTH STEEL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. STUCCO FIN. TROWEL STUCCO FIN. STONE COL. GREENSCREEN TRELLIS STOREFRONT ! VENEER ±4'-0" LAZING { +4'-V JOB NUMBER: I8229MMA III y DRAWN BY: MH/CR CHECKED BY: H.M. DATE: 12. 18.2020 +O'-0" SHEET DESCRIPTION: I CMU BASE VENEER CMU BASE VENEER BUILDING SECTIONS ( BUILDINGS B SHEET NUMBER: BUILDING SECTION (BUILDING B) SCALE: 1/4" = 1 2 BASED ON SCHEME SP-08 v - Matak ARCHITECTS 35 Hugus ALLey Suite 200 Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 — +28'-v 12 +25 5 A PROJECT FOR: — STANDING SEAM METAL ROOFING FOAM CORNICE W/ WOOD GRAIN JINISH 4x WOOD RAFTERS FOOTHILL VINEYARD PLAZA LLC i 8172 VINEYARD AVENUE SMOOTH STEEL TROWEL STUCCO FIN. RANCHO CUCAMONGA, CA 91730 2x WOOD DECKING AT EAVE TEL. 310.760.6313 4x WOOD KNEE BRACE STANDING SEAM BATTEN BOARD SIDING METAL AWNING ±13'-6" +121_611 'BATTEN BOARD SIDING - - RECESSED LIGHTING BLDG. C +10f_v FOOTHILL BLVD. RECESSED LIGHT IXT E METAL CANOPY d El TENANT SPACE BATTEN BOARD SIDING N.A.P. � STOREFRONT GLAZING STOREFRONT GLAZING , W +4�_011 ! +41_011 - CMU BASE VENEERY = i W CMU BASE VENEER ; _ �_ =I �_ Z +0�_011 +0'-0"phi N KEY MAP DESIGN REVIEW SUBMITTAL & C.U.P. BUILDING SECTION (BUILDING C) SCALE: 1/4" = 1 FOOTHILL VINEYARD PLAZA SWC Foothill Blvd. & Vineyard Ave. Rancho Cucamonga, CA 91730 ISSUES / REVISIONS No. DATE DESCRIPTION 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. 2 1 1 . 10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 3 12.18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS,AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. JOB NUMBER: 18229MMA DRAWN BY: MH/CR CHECKED BY: H.M. DATE: 12. 18.2020 SHEET DESCRIPTION: BUILDING SECTIONS ( BUILDINGS C SHEET NUMBER: A301 SCALE: 1/4" = P-0° 2 BASED ON SCHEME SP-08 !Y Matak ARCHITECTS 35 Hugus ALLey Suite 200 Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 ±30' STANDING SEAM METAL A PROJECT FOR: ROOFING STANDING SEAM METAL ROOFING 2x WOOD DECKING TH I LL VINEYARD EYARD PLAZA LL AT EAVE FOOTHILL C +22, 8172 VINEYARD AVE N U E 4x WOOD RAFTERS - RANCHO CUCAMONGA, CA 91730 FOAM CORNICE W/ WOOD GRAIN FINISH TEL. 310.760.6313 4x WOOD KNEE BRACE SMOOTH STEEL SMOOTH STEEL TROWEL TROWEL STUCCO FIN. STUCCO FIN. +141_411 ±14 _4 STANDING SEAM METAL _ _ STAND_ ± NG SEAM 11 -011 AWNING METAL IAWNING FOOTHILL BLVD. BLDG. D �_ . _ _ _ _ _- _ _ ±11 '-0" +10� 0�� _ 10'-011 ± _j � I N.A.P. SMOOTH STEEL TROWEL --adgmmmmmRECESSED LIGHT FIXTURE bLd STUCCO FIN. TENANT SPACE STOREFRONT GLAZING STOREFRONT GLAZING SMOOTH STEEL TROWEL i a +41_011 STUCCO FIN. +4,_0„ Z CMU BASE VENEERCMU BASE VENEER doh +01_011 +01_0„ -1 _ N KEY MAP BUILDING SECTION (BUILDING D) SCALE: 1/4" = 11-O' 1 DESIGN REVIEW SUBMITTAL & C.U .P. FOOTHILL VINEYARD PLAZA SWC Foothill Blvd . & Vineyard Ave. Rancho Cucamonga, CA 91730 ISSUES / REVISIONS No. DATE DESCRIPTION 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. i UI I I` 2 1 1 .10.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 2x WOOD DECKING AT EAVE _ 2x WOOD DECKING AT EAVE 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. 4x WOOD KNEE BRACE ! 4x WOOD KNEE BRACE BATTEN BOARD SIDING BATTEN BOARD SIDING I I ±14'-0" i +14,_0„ � � 1-011 AS INSTRUMENTS OF SERVICE,ALL DESIGNS, IDEAS,AND INFORMATION SHOWN +1 01_011 10 1_011 ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR METAL EYEBROW METAL CANOPY USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED SMOOTH STEEL TROWEL E WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL TENANTPA STUCCO FIN. SPACE STOREFRONT GLAZING CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE GREENSCREEN TRELLIS BATTEN BOARD SIDING OF ACCEPTANCE OF THESE RESTRICTIONS. : +4,-011 +4,_0„ JOB NUMBER: 18229MMA CMU BASE VENEER CMU BASE VENEER DRAWN BY: MH/CR CHECKED BY: H.M. I. . DATE: 12. 18.2020 SHEET DESCRIPTION: BUILDING SECTIONS ( BUILDING D SHEET NUMBER: BUILDING SECTION (BUILDING D) SCALE: 1/411 = 11-011 2 BASED ON SCHEME SP-08 Mc _- - rj lAi STANDING SEAM METAL STANDING SEAM METAL ROOF ROOF Mala ' WOOD TRELLIS WOOD TRELLIS 3B ARCHITECTS �^ ±10'-2" ±10'-2" - 35 Hugus Atley Suite 200 ±8'-0" +8'-0" Pasadena California 91103 - 3648 TEL 626 583 8348 FAx 626 583 8387 30'-8" SMOOTH STUCCO SMOOTH STUCCO of STANDING SEAM BRICK VENEER BRICK VENEER METAL ROOF A PROJECT FOR: I ±3'-011 I +3,_0„ a ' + '- „ + '- '� N FOOTHILL VINEYARD PLAZA LLC 0 _ _0 0 , ( IIIIIIII IIIIIIIII II II II IIIIIIIII IIIIII II II II IIIIIIIIIIIII III ( IIII IIIIII Itl Itlt It1 : : . It1t1 Itl Itl t1t1 It1 I� �� �� LINE OF WALL 8172 VINEYARD AVENUE IIIII IIIIIIIII III I I 1111111I II , I I I I I I I 11,1,1,. 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Q A lo� Z > SIDE ELEVATION NORTH SIDE ELEVATION SOUTH -_-_ -_-- - p _ oh SCALE: 114"= 1'-0" SCALE: 114"= 1'-0" � - _ I . 2'_6,, - 2 EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQIle . EQ. EQ. EQ. - 2 2'_6" - I 44, 30'-8" N 4004 KEY MAP STANDING SEAM METAL ROOF 3A WOOD TRELLIS +10'_2" +81_011 SMOOTH STUCCO BRICK VENEER TRASH ENCLOSURE ENLARGED ROOF PLAN SCALE: 1/4" = 2 DESIGN REVIEW SUBMITTAL & C.U .P. ±3,_0„ S)e_� P" +of FOOTH I LL VI N EYARD PLAZA SWC Foothill Blvd . & Vineyard Ave. Rancho Cucamonga, CA 91730 E E ISSUES / REVISIONS F � F E F F E 30'-811 E E No. DATE DESCRIPTION All F F F E off E 1 08.24.2020 DESIGN REVIEW SUBMITTAL & C.U.P. WOOD TRELLIS ABOVE � E � W/ STANDING SEAM 2 1 1 .l 0.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. REAR ELEVATION WEST � � � � � � METAL ROOF B SCALE: 114 - 1 -0 SCALE: 114 - 1-0 3 12. 18.2020 DESIGN REVIEW RESUBMITTAL & C.U.P. E E 8 CMU WALL W/ E E SMOOTH STUCCO FINI,' II E I <_ I i �I I E I r I I I I <- IEI E I I It <-I I <- I F i I E I I ICI I <- AND BRICK VENEER F F F — II II — II II — II II - - — II II — II — I - - II II — STANDING SEAM METAL E E I I I I I I I I pl I I I I I I I I I I I I I I I I I 6" HIGH CONCRETE I II II II II I II II II II II II II II ROOF � � � � E I II II II II �I II II II II II II II II II I � EEEEE � CURB WOOD TRELLIS F F F I 11 ±10 —2 3C F — F F I I _ _ _I_ _ I _ I I_ _ I I_ _ _ I I _ _ _ 1 _I I _ 11_ _ 11 _ — /3D RQ _ �? C F 1 =— — _ - � =_ ±V'-0" ITS t1 \� I rt1 ff E AS INSTRUMENTS OF SERVICE,ALL DESIGNS, IDEAS,AND INFORMATION SHOWN — — — — — C — — — — ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY + ROLL-UP DOOR E TRASH�IN ,I I I I� TRASH BIN ITWH BINJI— I I � +TRASH BIN 11 1 6-071 F F ASSOCIATES. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR 1 NI � USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SMOOTH STUCCO — 4 NIC IC 1 1 NIC 1 F F F SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED E E I I t I I I I 1 I I 1 I I F F F WITHOUT THE WRITTEN CONSENT OF McKENTLY + ASSOCIATES.VISUAL E 1 1 1 1 I 1 1 1 1 1 1 1 1 1 F F CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE BRICK VENEER 1 — — 1 1 1 1' 1 1 J 1 1 1 1 1 1 OF ACCEPTANCE OF THESE RESTRICTIONS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 1 I I I I I I I I I I I I I I I I I I E E E JOB NUMBER: 18229MMA +0'_0" Li DRAWN BY: MH/CR CHECKED BY: H.M. DATE: 12. 18.2020 ROLL-UP DOOR SHEET DESCRIPTION: I TRASH ENCLOSURE '-0' 10'-4" '-4 ' 10'-4" 2'-8" 3'-4" ' _._ '_ " PLANS & ELEVATIONS 30 8 3A FRONT ELEVATION EAST - SHEET NUMBER: TRASH ENCLOSURE EXTERIOR ELEVATIONS SCALE: 1/4" = P-0" 3 TRASH ENCLOSURE ENLARGED PLAN SCALE: 1/4" = 11-011 BASED ON SCHEME SP-08 lop 4 � TTF WNNAwT � � TEwI � !T� � . TE NT _ r��1lA>> 1 r or r j I ` TrERMANTr TIES N1ANITr ILA WWI 'r=v i i III I "./ 0 i 10i - - I III ell F 41-A�74 11 11 11 FLF�" I I I I I I 0 .°° R 17%0 kill � .�� —V FEE] ® eo \ - S O U T H ELEVATION EAST ELEVATION SCALE : 3/32 " = 1 '-0" SCALE : 3/32 " = 1 '—0" o m oo m n nnnnnn noon �, r----------- L..if]Ill-In"1flfT'n I y I i ■ ■ I I III II I :: n II IN 1I I I I I I I II II II II II III II II II II II II II II II _ I I x .�°. ' 1-XyF yY�l. ■ II II�IKIIKK II II II�Ik / . IF I ■ �/ tlV - ll tlll llU tl i I .�Ix II j I i ■ I I I1■�LII I I ■ I I I I I I nj I Q I �---- ------- - ----- .{ I ❑ 11 f PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACHoI� - � I I BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS "I I 1 KEY PLAN Bu *ild *ing - B PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl ELEVATIONS Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 01.07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =01 s N s j GGGGI lA 'T r�N TENANT E I li, _:*... �. i it � � ..�__ � �� t E •R� i - I�'. ! � I � '�'�.- {. :I! !ice I "C f• y I j1 - i S Ln mill 0 j ICI � — III ■ c t - - - - - = I7I I III i i -------i — III f \\\ III -------i a --------------------- �_ 1L�� �L_LJ_1L11_I1_LI_1LJ1__ •°°` r-------- -- -----T--------------- I ,/ ,/ \\ // r----- --------------I •tl • r------------------- I I i i i I' I I �I I I I I I I I I I I ' \�\ ,''� ■ V -- ---------------- ! I I I ' I \ ■ I I I I v L_______________ J 1-1 4— ea a°e° •aPeC oPpOpo JLLJULLJLLJJL � 1 a 3 NORTH ELEVATION WEST ELEVATION SCALE : 3/32 " = 17-0" SCALE : 3/32 " = 1 '-0" o m 3 m ® L- ® ® o - r___________ ■ IIII■ I F\''1 F ■r � E\ 1 I 1 I I J 1 ■ r 11 I` 1 "1 11 '1 ■ 15i 31111111 noun unnu i unnnn - u noun unn e e nnn nuunnn I I n u u N unn 04 3r tr -rc- II Il4lrl - UIl �r .-xr 1F I ■ J® ® 13 I I Q O�p ■ '�d-a ------ --------- - ---- r{ I 11 a ,p f .---- - -- - -------- ------------------- - ---------- PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACH - � BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS - I , pr KEY PLAN Bu *ild *ing - B PACI fC RETAIL PARTNERS FOOTH I LL V1 N EYARD PLAZA McKentl ELEVATIONS Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mata 01.07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley S u i t e 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =02 I x z j7 fr i IL 14 4y� � 117--- --------------------- moll Y i r1 r1 r1 � t 5 EAST ELEVATION NORTH ELEVATION SCALE: 3/32 " = 1'-0" 6 SCALE: 3/32 6 v 5 I r - - PAINT:SC159 BOOTHILL GREY PAINT:DE6369 LEGENDARY GREY PAINT:DEW384 SNOWFLAKES PAINT:DE6375 CASTLE ROCK PAINT:DEC787 MYTHICAL BLUE PAINT:DET632 FLOUR SACK PAINT:DE6199 PALE BEACH l It :It BY:BEHR BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS . KEY PLAN Buildin -C PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKently ELEVATIONS 4340VON KARMAN AVE.,SUITE 110 NEWPORT BEACH,CA92660 Malak 04.07.2020 18229TMA RANCHO CUCAMONGA,CALIFORNIA 91730 reaazasanaR a HXazEaaaa e, EL Ilk' - „Ili ,E ITEINIAIN T _ INJANT J ; a° 7"' II v a r----------------- r r J / I Y a r SOUTH ELEVATION WEST ELEVATION SCALE : 3/32 " = 1 '-0)) 8 SCALE : 3/32 " = 1 '-0" pic � m ❑ ❑ m n nnnnnnn noon �, r----------- I e1 ------ ul iili iii ii ilu in Sr F 1 • I `` rrnr-m � I I N AA 1 1 IILL 1 1 ■ 1 1 _ ■ I I\ 1 � ■ II II II II II II II II II II II II II II II II II II �\�- I II II II 11 II 11 II II it II II II I111 II II II it I III II�H 1 L_ '— II II II 11 II II II II II II II II II II II q I `— � II II II II II II II e e II II II'I I I_ %� I III I II II II 11 II II II — ____ I I 'gip � ,�\ ■ J I I I — I I ■ I I I I w� OIIq\ ■ �----------------- - ----- a ------ #� -- - ---- ---- ------------ - ------ 11 PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACH ;1 BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS KEY PLAN u in _ - PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl ELEVATIONS y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 01 .07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =04 9 r 1 TEIN�A 'all ► I tyt 4! IP -� po I I 11 I I 1 I I I I I 1 I II I I a I I I n j 1 y 71 7 L \ 1 X y e o — � --- — ---- ---J — --- — I ' 1 — I I 10 SOUTH ELEVATION W EST ELEVATION SCALE: 3/32 " _ �°-0" 9 SCALE: 3/32 " = V-0" PAINT:SC159 BOOTHILL GREY PAINT:DE6369 LEGENDARY GREY PAINT:DEW384 SNOWFLAKES PAINT:DE6375 CASTLE ROCK PAINT:DEC787 MYTHICAL BLUE PAINT:DET632 FLOUR SACK PAINT:DE6199 PALE BEACH it BY:BEHR BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS . KEY PLAN Buildin -D PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKently ELEVATIONS 4340VON KARMAN AVE.,SUITE 110 NEWPORT BEACH,CA92660 Malak 04.07.2020 18229TMA RANCHO CUCAMONGA,CALIFORNIA 91730 reaazasanaR a HXazEaaaa e, E L-05 �I r Fm IT- ( ! ' E .pir I or 1. yq + I v 1, 11 g ii- � . , I 7. j s ;' _ , V _} r � i [ I F I ■ II I I I I II - - -JW in in - - - - - - - ■ I - - - - —' n a /) I EAST ELEVAT 10 N NORTH E LEVATION 12 SCALE : 3/32 " = 1 '-0" SCALE : 3/32 " = 1 '-0" 0 91__ m ❑ ❑ m ® ® ® ® ® ® ❑ n nnnnnnn noon �, r----------- i eI ------ i\ - - _ _ r '------ _ "I ' I % Ali III ili q i u I lu i n .-- I �...rrn,t-Irun'n-n 1 nr----------- 1 _ � i 1 I I I[IVI�I 1 I I 1 I — I ■ 1 ® I 1 I� I `"I � `I I ■ _ 1 I Wh II II II 11 II 11 II II II II II II II 11 II II 11 II I �Ile�% I L_ —� . I ,IL" , 1 II II II 11 II II II III II II'1 II II II II II — II II II II II II II e e II II II III II II II II :� II h II tl II II h I I tl ItX4F -IYXy n n n u I2 9V 7rp ll Il 11 ll ~ 11 ■ I I I I p i�q ■ �----------------- - ----- ■ 11 I a ------ #lll� -- - ---- ---- ------------ - ------I" PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACH ;I o � - BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS 11 BY: DUNN EDWARDS o i KEY PLAN Bu *ild *in - - PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl ELEVATIONS y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mata 01 .07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley S u i t e 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =06 FOOTHILL BOULEVARD � . 0 0 o ' , 411 -7 T i I hil �- n 44 6 , O TX, H Ho PROPOSEDcy - I ri o c0 BLDG . C N f \ C C C I , i . s -o il + 1 729 S , F . 5'-O" 1 ( RETAI Q - _ - - 1 11 - s PROPOS 18 -0 D ELECT. RM $ � o 1±118 S. F. oo p 2$1_011 -- F.S.R. ELECT. RM 1- 11 N �a 5.F ±94 S.F. 121-01145 8 S . F . F.S. R. RM � -J ±52 S. F.— (F O D) 1 _ o 1 LU I I I. — — 0 D 4 z 951-811 �'' W I� 1 E PROPOSD w i J.ti I , 14-4*1 � 17 � JT-k I H lo— I °ao o°oa °°°Oc°o°o 1f 'hIII `\`t / _ BLDG . a, { + 312 6 0 S . F . _ ` (FOOD) a°°e°°aoa P��i 4F H T ON — 1 u u i— o° oa°oaa ® ® L v Uj a ELECT. RM - ° ' z ±118 S. F. - - F.S.R. RM � ±42 S. F. 201-011 'M 00 201-011 IN PACIFIC iFETAIL PARfNERS FOOTH I LL V1 N EYARD PLAZA McKentl OUTDOOR COURTYARD Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 11.10.2020 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 A01 2 I ` 1 I i ' � I UBy T UBy R: R: 84 Snow Flakes 87 Mythical Blue I nn Edwards n Edwards I ' III li I STUCCO STOREFRONT SPANDREL GLASS STANDING SEAM METAL ROOF, METAL AWNING BATTEN BOARD SIDING Manufacturer:Highland Stucco Manufacturer:Arcadia Manufacturer:Atas Manufacturer:Hardie Bpard Smooth Steel Trowel Finish:#85 Black AB-8 B.Viracon V933 Warm Grey#2 Model: 1 1/2"Field-Loc System Model:Smooth Vertical Panels w/Smooth Vertical Batten Board. Paint Color By Dunn Edwards A,B A.Storefront Glass Color:Slate Gray 20 Color:By Dunn Edwads Paint Manufacturer:PPG, 1"Clear Float Glass PAINT PAINT COLOR: COLOR: DE 6375 Castle Rock DE 632 Flour Sack By Dunn Edwards By Dunn Edwards Ae w � -Tl ti** .Q ti MR r, PAINT PAINT - II rows A ti COLOR: COLOR: - DE 6199 Pale Beach DE 6369 Legendary Grey Semi Gloss By Dunn Edwards By Dunn Edwards STONE VENEER(Trellis,Columns Low, Walls) BRICK VENEER METAL CANOPY STEEL EYEBROW GREENSCREEN • Existing on Site River Rock to be reused Manufacturer:BELDEN Manufacturer:By General Contractor Manufacturer:Greenscreen Color:Natural Stone River Rock Model:Gray Bricks-8530 Economo Modular Finish:Painted Steel Manufacturer:By General Contractor Color:Matte Texture Black Thin Brick COLOR: DE 6369 Legendary Gray Finish:Painted Steel Color:By Dunn Edwards COLOR: DE 6369 Legenday Gray Color:By Dunn Edwards PAINT PAINT * COLOR: COLOR: DE 6385 Black Bean SC 159 Boot Hill Grey ,,i By Dunn Edwards By Behr - WALL SCONCE • WALL SCONCE (SERVICE DOORS) TRELLIS LIGHTS PEDESTRIAN POLE LIGHT 1� Manufacturer:Luminis-Scirocco LED Manufacturer:US Architectural Lighting Manufacturer:Lightway Manufacture:Luminus-LumiSTIK,LED Model:SR115 (wall mount striaght arm-T) Model:LAS5562,NF Model:PDSW-12-Led Model:CL640,Pole-CLIP 693 (147") 1 , _ Color: Jet Black Color:Black Color:Satin Black Color: Jet Black WOOD EAVES VERTICAL WOOD KNEE BRACING Manufacturer:By General Contractor Manufacturer:By General Contractor Finish:Behr Premium,Solid Color Water proofing Finish:Behr Premium,Solid Color Waterproofing .. = . Stain&Sealer Color:Boot Hill Grey SC-159 Color:Boot Hill Grey SC-159 TRASH RECEPTACLES _ Manufacturer:Victor Stanley Model:SDC-36 Color:Black • CONCRETE PAVING Manufacturer::By General Contractor Finish:Natural Concrete,Saw Cut Lines. Finish:Medium Sandblast Color:Natural Gray -- WOOD TRELLIS BIKE RACKS LANDSCAPE POTS PATIO FURNITURE PATIO FURNITURE LIGHT BOLLARD Manufacturer:By General Contractor Manufacturer:Victor Stanley Finish:Painted Model:BRBS-103 Manufacturer:Old Town Fiberglass Manufacturer:EMU Contract Manufacturer:Victor Stanley Manufacturer:Architectural Area Lighting Color:DE 6369 Legendary Gray(Semi Gloss) Color: Black Model:Cardiff Square,CFI 632, CF2024 Segno#268-Arm Chair, 22 A/Iron Bench:(Eva-6ft.) Model:LED,CB9R,36"OAH,27 LED-WW By:Dunn Edwards Color:Bronze 12 Cambi#802 Mesh Table-36"Sq.,22 A/Iron Top Style-Flat.LG Grill Color Umbrella-Aluminum Square(118"x118") Color:Natural Finish Medium Sandblast Color:Canopy White Steel Base(24"sq)Silver PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl COLOR &MATERIAL Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 12.17.2020 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 — TEL 626 583 8348 FAX 626 583 8387 cmoi lop 4 � TTF WNNAwT � � TEwI � !T� � . TE NT _ r��1lA>> 1 r or r j I ` TrERMANTr TIES N1ANITr ILA WWI 'r=v i i III I "./ 0 i 10i - - I III ell F 41-A�74 11 11 11 FLF�" I I I I I I 0 .°° R 17%0 kill � .�� —V FEE] ® eo \ - S O U T H ELEVATION EAST ELEVATION SCALE : 3/32 " = 1 '-0" SCALE : 3/32 " = 1 '—0" o m oo m n nnnnnn noon �, r----------- L..if]Ill-In"1flfT'n I y I i ■ ■ I I III II I :: n II IN 1I I I I I I I II II II II II III II II II II II II II II II _ I I x .�°. ' 1-XyF yY�l. ■ II II�IKIIKK II II II�Ik / . IF I ■ �/ tlV - ll tlll llU tl i I .�Ix II j I i ■ I I I1■�LII I I ■ I I I I I I nj I Q I �---- ------- - ----- .{ I ❑ 11 f PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACHoI� - � I I BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS "I I 1 KEY PLAN uiingiiiiiiiiiiiiiiiiiiii! PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl ELEVATIONS Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 01.07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =01 s N s j GGGGI lA 'T r�N TENANT E I li, _:*... �. i it � � ..�__ � �� t E •R� i - I�'. ! � I � '�'�.- {. :I! !ice I "C f• y I j1 - i S Ln mill 0 j ICI � — III ■ c t - - - - - = I7I I III i i -------i — III f \\\ III -------i a --------------------- �_ 1L�� �L_LJ_1L11_I1_LI_1LJ1__ •°°` r-------- -- -----T--------------- I ,/ ,/ \\ // r----- --------------I •tl • r------------------- I I i i i I' I I �I I I I I I I I I I I ' \�\ ,''� ■ V -- ---------------- ! 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KEY PLAN Buildin -C PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKently ELEVATIONS 4340VON KARMAN AVE.,SUITE 110 NEWPORT BEACH,CA92660 Malak 04.07.2020 18229TMA RANCHO CUCAMONGA,CALIFORNIA 91730 reaazasanaR a HXazEaaaa e, EL 'J - AIL j I _ � � fib:,` •A �I TEN�ANIT r -4I 'I IIE j 1 3 I I I 7+ f ! 1 I I I I I I I L — I I I I I -------j II `1~� - - -- ■ I I -------------------J L I / I ------------J I I I I \ / `\\ - � _ � /T III \• / WEST ELEVATION SOUTH ELEVATION SCALE : 3/32 " = V-0)) 8 SCALE : 3/32 " = V-0)) o m oo m n nnnnnn noon , r----------- I ------- _ - Eli III iii iii ii ii li it i I I I ``k I I n I I n f I5 II n nn u11un11n11 _,_.; .S n u,iu uirn II II II II II 11 II II II 11 II II II II P II II II ,' .• •- I - - II II II 11 II II II ill 11 II u u u II II noun un 11 e e nun nuuu nu I n u n tl u li a it II I n 11 li li u n 11 xaKl %- +x yf yrxy 11 1111 a 11 n n u - I I I I tl V V tl ll Il Il ll U tl I I I ■ 1 I I I I (f nj I r >, hd-a ---- ------ - ---- r{ I --------���~�-}- - --------- --------- - - ---------I'® I PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACH BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS ® � I KEY PLAN u in - PACIFIC - McKentl ELEVATIONS Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 01.07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =04 9 r 1 TEIN�A 'all ► I tyt 4! IP -� po I I 11 I I 1 I I I I I 1 I II I I a I I I n j 1 y 71 7 L \ 1 X y e o — � --- — ---- ---J — --- — I ' 1 — I I 10 SOUTH ELEVATION W EST ELEVATION SCALE: 3/32 " _ �°-0" 9 SCALE: 3/32 " = V-0" PAINT:SC159 BOOTHILL GREY PAINT:DE6369 LEGENDARY GREY PAINT:DEW384 SNOWFLAKES PAINT:DE6375 CASTLE ROCK PAINT:DEC787 MYTHICAL BLUE PAINT:DET632 FLOUR SACK PAINT:DE6199 PALE BEACH it BY:BEHR BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS BY:DUNN EDWARDS . KEY PLAN Buildin -D PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKently ELEVATIONS 4340VON KARMAN AVE.,SUITE 110 NEWPORT BEACH,CA92660 Malak 04.07.2020 18229TMA RANCHO CUCAMONGA,CALIFORNIA 91730 reaazasanaR a HXazEaaaa e, E L-05 �I r Fm IT- ( ! ' E .pir I or 1. yq + I v 1, 11 g ii- � . , I 7. j s ;' _ , V _} r � i [ I F I ■ II I I I I II - - -JW in in - - - - - - - ■ I - - - - —' n a /) I EAST ELEVAT 10 N NORTH E LEVATION 12 SCALE : 3/32 " = 1 '-0" SCALE : 3/32 " = 1 '-0" 0 91__ m ❑ ❑ m ® ® ® ® ® ® ❑ n nnnnnnn noon �, r----------- i eI ------ i\ - - _ _ r '------ _ "I ' I % Ali III ili q i u I lu i n .-- I �...rrn,t-Irun'n-n 1 nr----------- 1 _ � i 1 I I I[IVI�I 1 I I 1 I — I ■ 1 ® I 1 I� I `"I � `I I ■ _ 1 I Wh II II II 11 II 11 II II II II II II II 11 II II 11 II I �Ile�% I L_ —� . I ,IL" , 1 II II II 11 II II II III II II'1 II II II II II — II II II II II II II e e II II II III II II II II :� II h II tl II II h I I tl ItX4F -IYXy n n n u I2 9V 7rp ll Il 11 ll ~ 11 ■ I I I I p i�q ■ �----------------- - ----- ■ 11 I a ------ #lll� -- - ---- ---- ------------ - ------I" PAINT: SC159 BOOTHILL GREY PAINT: DE6369 LEGENDARY GREY PAINT: DEW384 SNOWFLAKES PAINT: DEC787 MYTHICAL BLUE PAINT: DET632 FLOUR SACK PAINT: DE6199 PALE BEACH ;I o � - BY: BEHR BY: DUNN EDWARDS BY: DUNN EDWARDS PAINT: DE6375 CASTLE ROCK BY: DUNN EDWARDS BY: DUNN EDWARDS BY: DUNN EDWARDS 11 BY: DUNN EDWARDS o i KEY PLAN Bu *ild *in - - PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl ELEVATIONS y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mata 01 .07.2021 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley S u i t e 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 EL =06 FOOTHILL BOULEVARD � . 0 0 o ' , 411 -7 T i I hil �- n 44 6 , O TX, H Ho PROPOSEDcy - I ri o c0 BLDG . C N f \ C C C I , i . s -o il + 1 729 S , F . 5'-O" 1 ( RETAI Q - _ - - 1 11 - s PROPOS 18 -0 D ELECT. RM $ � o 1±118 S. F. oo p 2$1_011 -- F.S.R. ELECT. RM 1- 11 N �a 5.F ±94 S.F. 121-01145 8 S . F . F.S. R. RM � -J ±52 S. F.— (F O D) 1 _ o 1 LU I I I. — — 0 D 4 z 951-811 �'' W I� 1 E PROPOSD w i J.ti I , 14-4*1 � 17 � JT-k I H lo— I °ao o°oa °°°Oc°o°o 1f 'hIII `\`t / _ BLDG . a, { + 312 6 0 S . F . _ ` (FOOD) a°°e°°aoa P��i 4F H T ON — 1 u u i— o° oa°oaa ® ® L v Uj a ELECT. RM - ° ' z ±118 S. F. - - F.S.R. RM � ±42 S. F. 201-011 'M 00 201-011 IN PACIFIC iFETAIL PARfNERS FOOTH I LL V1 N EYARD PLAZA McKentl OUTDOOR COURTYARD Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 11.10.2020 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 TEL 626 583 8348 FAX 626 583 8387 A01 2 I ` 1 I i ' � I UBy T UBy R: R: 84 Snow Flakes 87 Mythical Blue I nn Edwards n Edwards I ' III li I STUCCO STOREFRONT SPANDREL GLASS STANDING SEAM METAL ROOF, METAL AWNING BATTEN BOARD SIDING Manufacturer:Highland Stucco Manufacturer:Arcadia Manufacturer:Atas Manufacturer:Hardie Bpard Smooth Steel Trowel Finish:#85 Black AB-8 B.Viracon V933 Warm Grey#2 Model: 1 1/2"Field-Loc System Model:Smooth Vertical Panels w/Smooth Vertical Batten Board. Paint Color By Dunn Edwards A,B A.Storefront Glass Color:Slate Gray 20 Color:By Dunn Edwads Paint Manufacturer:PPG, 1"Clear Float Glass PAINT PAINT COLOR: COLOR: DE 6375 Castle Rock DE 632 Flour Sack By Dunn Edwards By Dunn Edwards Ae w � -Tl ti** .Q ti MR r, PAINT PAINT - II rows A ti COLOR: COLOR: - DE 6199 Pale Beach DE 6369 Legendary Grey Semi Gloss By Dunn Edwards By Dunn Edwards STONE VENEER(Trellis,Columns Low, Walls) BRICK VENEER METAL CANOPY STEEL EYEBROW GREENSCREEN • Existing on Site River Rock to be reused Manufacturer:BELDEN Manufacturer:By General Contractor Manufacturer:Greenscreen Color:Natural Stone River Rock Model:Gray Bricks-8530 Economo Modular Finish:Painted Steel Manufacturer:By General Contractor Color:Matte Texture Black Thin Brick COLOR: DE 6369 Legendary Gray Finish:Painted Steel Color:By Dunn Edwards COLOR: DE 6369 Legenday Gray Color:By Dunn Edwards PAINT PAINT * COLOR: COLOR: DE 6385 Black Bean SC 159 Boot Hill Grey ,,i By Dunn Edwards By Behr - WALL SCONCE • WALL SCONCE (SERVICE DOORS) TRELLIS LIGHTS PEDESTRIAN POLE LIGHT 1� Manufacturer:Luminis-Scirocco LED Manufacturer:US Architectural Lighting Manufacturer:Lightway Manufacture:Luminus-LumiSTIK,LED Model:SR115 (wall mount striaght arm-T) Model:LAS5562,NF Model:PDSW-12-Led Model:CL640,Pole-CLIP 693 (147") 1 , _ Color: Jet Black Color:Black Color:Satin Black Color: Jet Black WOOD EAVES VERTICAL WOOD KNEE BRACING Manufacturer:By General Contractor Manufacturer:By General Contractor Finish:Behr Premium,Solid Color Water proofing Finish:Behr Premium,Solid Color Waterproofing .. = . Stain&Sealer Color:Boot Hill Grey SC-159 Color:Boot Hill Grey SC-159 TRASH RECEPTACLES _ Manufacturer:Victor Stanley Model:SDC-36 Color:Black • CONCRETE PAVING Manufacturer::By General Contractor Finish:Natural Concrete,Saw Cut Lines. Finish:Medium Sandblast Color:Natural Gray -- WOOD TRELLIS BIKE RACKS LANDSCAPE POTS PATIO FURNITURE PATIO FURNITURE LIGHT BOLLARD Manufacturer:By General Contractor Manufacturer:Victor Stanley Finish:Painted Model:BRBS-103 Manufacturer:Old Town Fiberglass Manufacturer:EMU Contract Manufacturer:Victor Stanley Manufacturer:Architectural Area Lighting Color:DE 6369 Legendary Gray(Semi Gloss) Color: Black Model:Cardiff Square,CFI 632, CF2024 Segno#268-Arm Chair, 22 A/Iron Bench:(Eva-6ft.) Model:LED,CB9R,36"OAH,27 LED-WW By:Dunn Edwards Color:Bronze 12 Cambi#802 Mesh Table-36"Sq.,22 A/Iron Top Style-Flat.LG Grill Color Umbrella-Aluminum Square(118"x118") Color:Natural Finish Medium Sandblast Color:Canopy White Steel Base(24"sq)Silver PACIFIC RETAIL PARTNERS FOOTHILL VINEYARD PLAZA McKentl COLOR &MATERIAL Y 4340 VON KARMAN AVE., SUITE 110 NEWPORT BEACH, CA92660 Mala 12.17.2020 18229TMA RANCHO CUCAMONGA, CALIFORNIA 91730 ARCHITECTS 35 H u g u s Alley Suite 2 0 0 Pasadena, California 91103-3648 — TEL 626 583 8348 FAX 626 583 8387 cmoi March 1,2021 Tabe van der Zwaag Associate Planner City of Rancho Cucamonga 10500 Civic Center Drive Rancho Cucamonga, CA 91730 Re: Starbucks at Tabe, Starbucks has many stores in Southern California and thus we have been able to study and analyze our drive thrus to optimize efficiency both inside the store and outside. Our goal is to minimize the waiting time of our customers while striving to provide a quality product. We staff our stores with the adequate number of employees and provide ovens and equipment in close proximity to the pick-up windows. We aim to achieve approximately 45 second per vehicle service time for each car. Another way we reduce our wait times is by moving the order point to the 6t'or 7'car. This allows our employees enough time to create drinks while continuing to add drinks to the queue. Starbucks also offers Mobile Order Pay(MOP). This allows customers to order in advance on their phones. We designated a limited number of parking stalls for our customers to park their cars and come into the store to pick up their order. This has shown to have an effect of reducing our queue 3-4 cars on average as compared to stores without Mobil Order Pay. (Please see attached queuing study). As you can see,we have worked very hard to ensure that minimal cars from our drive-thru queue spill out into the drive aisle by creating the most efficient ordering and pickup system we can design. However,we know that even with the best of planning,there are always rare occasions of unexpected circumstances. Therefore, on occasion, should vehicles from our queue reach the drive aisle, staff members can position directional signage/directional cones at the end of the on-site queue near the drive aisle. The goal would be to direct overflow traffic into the drive aisle parallel to Foothill. This measure is only implemented for a short timeframe, as needed,until the queue dissipates Should you have any questions,please do not hesitate to ask. Regards, Thomas Driessen Store Development Manager Starbucks Exhibit D DESIGN REVIEW COMMENTS February 16. 2021 7:00 P.M. Tabe van der Zwaag, Associate Planner DESIGN REVIEW DRC2020-00318 — MCKENTLY MALAK ARCHITECTS — A request for site plan and architectural review to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet on 4.21 acres of land (183,534 square feet) in the Community Commercial (CC) District, Foothill Boulevard Overlay District, at the southwest corner of Foothill Boulevard and Vineyard Avenue; APN: 0207-211-42. The project qualifies as a Class 2 exemption under State CEQA Guidelines Section 15302 - Replacement or Reconstruction. Site Description: The 4.21-acre project site ("specific" project site) is part of a larger ("overall") commercial development that was originally approved by the Planning Commission on May 14, 1997 (Conditional Use Permit CUP95-25). The overall commercial development consists of 5 buildings with a combined floor area of 16,700 square feet. This includes the Klusman House (Building A) which is a designated historic landmark. Staff notes to the Committee that the southern part of the overall commercial development, as approved by the Planning Commission on May 14, 1997, has not been constructed and, therefore, is vacant/undeveloped. The existing Land Use, General Plan and Zoning designations for the project site and adjacent properties (relative to the specific project site) are as follows: Land Use General Plan Zoning Site Commercial Center Mixed-Use Community Commercial (CC) District' North Commercial Center (Albertsons, Community Community Commercial (CC) etc.) Commercial District' South Vacant Land Mixed-Use Community Commercial (CC) District' Service Station (Mobil) Mixed-Use Community Commercial (CC) East District' Multi-Family Residential Medium Medium High (MH) Residential Development Residential District West Service Station (Chevron) Medium Community Commercial (CC) Residential District' 1 —Foothill Boulevard Overlay District(Subarea 1) 2—Foothill Boulevard Overlay District Subarea 2 Project Overview: The project scope is for the demolition of three of the above-noted buildings (Buildings B, C & D) and the construction of three new buildings in their place with a combined floor area of 9,497 square feet. Building B will include a drive-thru lane. The new buildings are designed with a contemporary interpretation of a winery/craftsman architectural design theme. The exterior finishes include batten board siding, wood knee braces, brick wainscoting, stucco, standing seam metal roofs, and metal awnings. Wood trellises with river rock pilasters are proposed over the outdoor patio area and the drive-thru on Building B. All of the related equipment (e.g. HVAC units, refrigeration units, and venting) will be located on the roof of the buildings and will be screened from view by the roof parapets. The open area between Buildings C and D that connects the interior of the project site and the Foothill Boulevard/Vineyard Avenue corner will be updated to include decorative paving, open seating areas, and a tree-lined walkway. The existing water feature at the northeast corner of the specific project site will be removed. Exhibit E DRC COMMENTS DESIGN REVIEW DRC2020-00318 — MCKENTLY MALAK ARCHITECTS February 16, 2021 Page 2 The proposed plotting of the three new buildings is in close proximity to that of the existing buildings that will be replaced. The most significant changes to the character of the project site are Building B (new) with its drive-thru lane, the reduction of the overall floor areas of Buildings B and D (new) relative to the overall floor areas of Building B and D (existing). The proposed site layout will provide a direct pedestrian connection to the Foothill Boulevard/Vineyard Avenue intersection along with multiple outdoor seating areas. Outdoor seating will also be provided south of Building B, south and north of Building C, and north and west of Building D. The project is designed to comply with the development standards for the Community Commercial (CC) District. The applicant has requested a setback reduction for Building D due to an existing bus stop/right turn deceleration lane, and for an increase in the permitted building height to allow for a parapet wall to screen the roof top equipment. The project's compliance with the related standards are shown on the following table: Required Provided Compliant? Building Setback Foothill Blvd. 25 Feet 25 Feet Yes Building Setback 25 Feet 14 Feet-8 Inches* No (Vineyard Avenue) Building Setback (Interior PL) 25 Feet 450 Feet Yes Landscape Coverage 10 Percent 20 Percent Yes Floor Area Ratio up to 100 Percent 11 Percent Yes Building Height 20 Feet Maximum 24 Feet* No *A Variance application for building setback and building height has been submitted for consideration to permit this Per Development Code Table 17.64.040-1, parking for retail centers less than 25,000 square feet are parked based on the individual uses. Buildings B and D are proposed to be occupied by food uses. Building C is proposed to be occupied by a retail tenant. Parking Ratio Required Parking Provided Parkin Building A 3,348 SF Retail 1:250 SF 14 Spaces Building B 4,508 SF Restaurant 1:100 SF 45 Spaces Building B (400 SF) Restaurant 1:100 4 Spaces Outdoor Eating Area Building C 1,729 SF Retail 1:250 SF 7 Spaces Building D (3,260 SF) Restaurant 1:100 SF 33 Spaces Building E (3,217 SF) Restaurant 1:100 SF 32 Spaces Total Parking Spaces 135 Spaces 140 Spaces Major/Secondary Issues: The following broad design issues will be the focus of Committee discussion regarding this project. None Policy Issues: The following items are a matter of Planning Commission policy and should be incorporated into the project design without discussion. 1. Right-of-way improvements shall conform to the Foothill Boulevard Visual Improvement Plan. 2. All ground-mounted equipment and utility boxes, including transformers, back-flow devices, etc., shall be screened by a minimum of two rows of shrubs spaced a minimum of 18 inches DRC COMMENTS DESIGN REVIEW DRC2020-00318 — MCKENTLY MALAK ARCHITECTS February 16, 2021 Page 3 on center. This equipment shall be painted dark green. 3. All Double Detector Checks (DDCs) and Fire Department Connections (FDCs) shall be screened on three sides by 4-foot high walls. The walls shall incorporate the design and materials used on the buildings. 4. All doors shall be painted to match the color of the adjacent building wall. 5. Trash enclosures shall be constructed per City standards. The design of the trash enclosures shall incorporate the materials, finish, color, and trim used on the buildings. Staff Recommendation: Staff recommends that the project be forwarded to the Planning Commission as presented for final review. Design Review Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner • • kA • Design Review Committee Meeting AGENDA February 16, 2021 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on February 16, 2021, The meeting was called to order by Mike Smith, Staff Coordinator, at 7:00pm. Design Review Committee members present: Francisco Oaxaca, Diane Williams, Mike Smith. Staff Present: Tabe van der Zwaag, Associate Planner; Griffin Sproul, Planning Technician. B. Public Communications Mike Smith 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 February 2, 2021. Motion by Oaxaca, second by Williams. Motion carried 2-0 to adopt the minutes as presented. D. Project Review Items D1. HILLSIDE DESIGN REVIEW DRC2020-00219 (LOCATED AT 11022 RANCH DRIVE) — YOUSEF AUDI - Site plan and architectural review of a 6,098 square foot two-story single- family residence with an attached 762 square foot garage and 525 square feet of attached covered areas on a 23,044 square foot lot within the Very Low (VL) Residential District, the Hillside Overlay and the Equestrian Overlay at 11022 Ranch Drive - APN: 1074-561-16. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15303 — New Construction or Conversion of Small Structures, which permits the construction of a single-family residence in a residential zone. Staff presented the project to the Design Review Committee. The Committee voted to advance the project to the full Planning Commission. The Committee took the followinq action: x Recommend approval to PC/PD. D2. DESIGN REVIEW DRC2020-00318 (LOCATED AT THE SOUTHWEST CORNER OF FOOTHILL BOULEVARD AND VINEYARD AVENUE) — MCKENTLY MALAK ARCHITECTS — A request for site plan and architectural review to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet on 4.21 acres of land (183,534 square feet) in the Community Commercial (CC) District at the southwest corner of Foothill Boulevard and Vineyard Avenue; APN: 0207-211-05, 42, 45 and 46. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15302 (replacement or reconstruction). Staff presented the project to the Design Review Committee. The Committee voted to advance the project to the full Planning Commission, The Committee took the following action: x Recommend approval to PC/PD. E. Adjournment Meeting was adjourned at 7:35pm. Respectfully submitted, E � a th Thornhill Executive Assistant, Planning Department Approved: DRC meeting on 3/16/2021 Design Review Committee Regular Meeting Minutes — February 16, 2021 Page 2 of 2 FINAL RESOLUTION NO. 21-21 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT DRC2020-00319, A REQUEST TO ESTABLISH A DRIVE-THRU LANE IN CONJUNCTION WITH THE REPLACEMENT OF THREE EXISTING BUILDINGS TOTALING 10,135 SQUARE FEET WITH THREE NEW BUILDINGS AND A DRIVE-THRU LANE TOTALING 9,497 SQUARE FEET ON 4.21 ACRES OF LAND (183,534 SQUARE FEET) LOCATED IN THE COMMUNITY COMMERCIAL (CC) DISTRICT, FOOTHILL BOULEVARD OVERLAY DISTRICT, AT THE SOUTHWEST CORNER OF FOOTHILL BOULEVARD AND VINEYARD AVENUE; AND MAKING FINDINGS IN SUPPORT THEREOF — APN: 0207-211- 42. A. Recitals. 1. McKently Malak Architects filed an application for the approval of Conditional Use Permit DRC2020-00319, as described in the title of this Resolution. Hereinafter in this Resolution, the subject Conditional Use Permit request is referred to as "the application." 2. On April 14, 2021, the Planning Commission of the City of Rancho Cucamonga conducted a duly noticed public hearing on the application and concluded said hearing on that date. 3. All legal prerequisites prior to the adoption of this Resolution have occurred. B. Resolution. NOW, THEREFORE, it is hereby found, determined, and resolved by the Planning Commission of the City of Rancho Cucamonga as follows: 1. This Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. Based upon the substantial evidence presented to this Commission during the above-referenced public hearings of April 14, 2021, including written and oral staff reports, together with public testimony, this Commission hereby specifically finds as follows: a. The 4.21-acre project site is located at the southwest corner of Foothill Boulevard and Vineyard Avenue; and b. The existing Land Use, General Plan and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Commercial Center Mixed-Use Community Commercial (CC) District' North Commercial Center (Albertsons, Community Community Commercial (CC) etc.) Commercial District' South Vacant Land Mixed-Use Community Commercial (CC) District' East Service Station (Mobil) Mixed-Use Community Commercial (CC) District' PLANNING COMMISSION RESOLUTION NO. 21-21 CUP DRC2020-00319 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 2 Multi-Family Residential Medium Medium-High (MH) Residential Development Residential District West Service Station (Chevron) Medium Community Commercial (CC) Residential District' 'Foothill Boulevard Overlay District(Subarea 1) 'Foothill Boulevard Overlay District(Subarea 2) C. The project scope is for the demolition of three buildings (Buildings B, C, and D) and for the construction of three new buildings in their place with a combined floor area of 9,497 square feet, including the establishment of a new drive-thru lane (Building B); and d. The project includes a drive-thru lane which is a Conditionally permitted use within the Community Commercial (CC) district; and e. The project's compliance with the related development standards are shown in the following tables: Required Provided Compliant? Building Setback Foothill Blvd. 25 Feet 25 Feet Yes Building Setback 25 Feet 14 Feet-8 Inches Noe (Vineyard Avenue Building Setback (Interior PL) 25 Feet 450 Feet Yes Drive-Thru Lane Setback 45 Feet 25 feet No' Landscape Coverage 10 Percent 20 Percent Yes Floor Area Ratio up to 100 Percent 11 Percent Yes Building Height 20 Feet Maximum 24 Feet' Noe 1 Deviation from this requirement is permitted through the design review process 2A Variance application for building setback and building height has been submitted for consideration to permit this Parking Ratio Required Parking Provided Parkin Building A 3,348 SF Retail 1:250 SF 14 Spaces Building B 4,508 SF Restaurant 1:100 SF 45 Spaces Building B (400 SF) Restaurant 1:100 4 Spaces Outdoor Eating Area Building C 1,729 SF Retail 1:250 SF 7 Spaces Building D (3,260 SF) Restaurant 1:100 SF 33 Spaces Building E (3,217 SF) Restaurant 1:100 SF 32 Spaces Total Parking Spaces 135 Spaces 140 Spaces 3. Based upon the substantial evidence presented to this Commission during the above-referenced public hearing and upon the specific findings of facts set forth in Paragraphs 1 and 2 above, this Commission hereby finds and concludes as follows: a. The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code, Municipal Code, General Plan, and any applicable Specific Plans or City regulations/standards. Restaurants with a drive-thru lane are a permitted use within the Community Commercial (CC) District subject to the approval of a Conditional Use Permit. Development Code Chapter 17.90 (Drive-Thru Uses) provides regulations for the development of drive- PLANNING COMMISSION RESOLUTION NO. 21-21 CUP DRC2020-00319 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 3 thru lanes and allows deviations from these regulations may be considered through the design review process. b. The site is physically suited for the type, density, and intensity of the proposed use including access, utilities, and the absence of physical constraints, and can be conditioned to meet all related performance criteria and development standards. The existing commercial center in which the drive-thru restaurant will be located is physically suited for the intensity of the proposed drive-thru lane as it is located at the intersection of two major streets, with vehicle entrances from each street. The drive- thru lane is of adequate length to accommodate the expected number of vehicles. A traffic mitigation plan has been provided for managing any overflow vehicles from the drive-thru lane. C. Granting the permit would not be detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located. The establishment of the restaurant with a drive-thru lane will not be detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located. The project was designed to comply with the Development Code standards, performance criteria, and can be conditioned appropriately to minimize any potential impacts to adjacent properties. 4. Planning Staff determined that the project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA Guidelines. The project qualifies as a Class 2 exemption under State CEQA Guidelines 15302 (replacement or reconstruction) as the scope of work is to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet in close proximity to the existing buildings. Staff finds that there is no substantial evidence that the project will have a significant effect on the environment. The Planning Commission has reviewed the Planning Department's determination of exemption, and based on its own independent judgment, concurs in the staff's determination of exemption. 5. Based upon the findings and conclusions set forth in paragraphs 1, 2, 3, and 4 above, this Commission hereby approves the application subject to each and every condition set forth in the Standard Conditions, attached hereto and incorporated herein by this reference. The Secretary to this Commission shall certify to the adoption of this Resolution. APPROVED AND ADOPTED THIS 14TH DAY OF APRIL 2021. PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA BY: Tony Guglielmo, Chairman ATTEST: Anne McIntosh, AICP, Secretary PLANNING COMMISSION RESOLUTION NO. 21-21 CUP DRC2020-00319 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 4 I, Anne McIntosh, AICP, Secretary of the Planning Commission of the City of Rancho Cucamonga, do hereby certify that the foregoing Resolution was duly and regularly introduced, passed, and adopted by the Planning Commission of the City of Rancho Cucamonga, at a regular meeting of the Planning Commission held on the 14th day of April 2021, by the following vote-to-wit: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: ABSTAIN: COMMISSIONERS: RESOLUTION NO. 21-20 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, APPROVING DESIGN REVIEW DRC2020-00318, A REQUEST FOR SITE PLAN AND ARCHITECTURAL REVIEW TO REPLACE THREE EXISTING BUILDINGS TOTALING 10,135 SQUARE FEET WITH THREE NEW BUILDINGS AND A DRIVE-THRU LANE TOTALING 9,497 SQUARE FEET ON 4.21 ACRES OF LAND (183,534 SQUARE FEET) LOCATED IN THE COMMUNITY COMMERCIAL (CC) DISTRICT, FOOTHILL BOULEVARD OVERLAY DISTRICT, AT THE SOUTHWEST CORNER OF FOOTHILL BOULEVARD AND VINEYARD AVENUE; AND MAKING FINDINGS IN SUPPORT THEREOF —APN: 0207-211-42. A. Recitals. 1. McKently Malak Architects filed an application for the approval of Design Review DRC2020- 00318, as described in the title of this Resolution. Hereinafter in this Resolution, the subject Design Review request is referred to as "the application." 2. On April 14, 2021, the Planning Commission of the City of Rancho Cucamonga conducted a duly noticed public hearing on the application and concluded said hearing on that date. 3. All legal prerequisites prior to the adoption of this Resolution have occurred. B. Resolution. NOW, THEREFORE, it is hereby found, determined, and resolved by the Planning Commission of the City of Rancho Cucamonga as follows: 1. This Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. Based upon the substantial evidence presented to this Commission during the above-referenced public hearings of April 14, 2021, including written and oral staff reports, together with public testimony, this Commission hereby specifically finds as follows: a. The 4.21-acre project site is located at the southwest corner of Foothill Boulevard and Vineyard Avenue; and b. The existing Land Use, General Plan and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Commercial Center Mixed-Use Community Commercial (CC) District' North Commercial Center (Albertsons, Community Community Commercial (CC) etc.) Commercial District' South Vacant Land Mixed-Use Community Commercial (CC) District' Service Station (Mobil) Mixed-Use Community Commercial (CC) East District2 Multi-Family Residential Medium Medium-High (MH) Residential Development Residential District PLANNING COMMISSION RESOLUTION NO. 21-20 DR DRC2020-00318 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 2 West Service Station (Chevron) Medium Community Commercial (CC) Residential District' 'Foothill Boulevard Overlay District(Subarea 1) 2Foothill Boulevard Overlay District(Subarea 2) C. The project scope is for the demolition of three buildings (Buildings B, C, and D) and the construction of three new buildings in their place with a combined floor area of 9,497 square feet, including a new drive-thru lane (Building B); and d. The project complies with all requirements of the Development Code including setbacks, parking, design, and landscape coverage; and e. The plotting for the three new buildings will be in close proximity to that of the existing buildings to be replaced; and f. The changes in floor area to Building's B, C, and D are as follows: Building A Building B Building C Building D Building E Existing 31348 SF 7,514 SF 1,381 SF 1,240 SF 3,217 SF Project Proposed No 3,348 SF 1,729 SF 3,260 SF No Change Project Change g. The project's compliance with the related development standards are shown in the following table: Required Provided Compliant? Building Setback Foothill Blvd. 25 Feet 25 Feet Yes Building Setback 25 Feet 14 Feet-8 Inches* No (Vineyard Avenue) Building Setback (Interior PL) 25 Feet 450 Feet Yes Drive-Thru Lane Setback 45 Feet 25 feet No' Landscape Coverage 10 Percent 20 Percent Yes Floor Area Ratio up to 100 Percent 11 Percent Yes Building Height 20 Feet Maximum 24 Feet' Noe 1 Deviation from this requirement is permitted through the design review process per the Development Code Section 17.90.030 ZA Variance application for building setback and building height has been submitted for consideration to permit deviation from Development Code requirement Parking Ratio Required Parking Provided Parkin Building A 3,348 SF Retail 1:250 SF 14 Spaces Building B 4,508 SF Restaurant 1:100 SF 45 Spaces Building B (400 SF) Restaurant 1:100 4 Spaces Outdoor Eating Area Building C (1,729 SF) Retail 1:250 SF 7 Spaces Building D (3,260 SF) Restaurant 1:100 SF 33 Spaces PLANNING COMMISSION RESOLUTION NO. 21-20 DR DRC2020-00318— MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 3 Building E 3,217 SF Restaurant 1:100 SF 32 Spaces Total Parking Spaces 1 135 Spaces 140 Spaces 3. Based upon the substantial evidence presented to this Commission during the above-referenced public hearing and upon the specific findings of facts set forth in Paragraphs 1 and 2 above, this Commission hereby finds and concludes as follows: a. The proposed project is consistent with the General Plan. The General Plan land use designation is Mixed Use, which permits commercial centers that include drive-thru lanes; and b. The proposed use is in accord with the objective of the Development Code and the purposes of the district in which the site is located. Drive-thru lanes are permitted within the Community Commercial (CC) District subject to the approval of a Conditional Use Permit. Conditional Use Permit DRC2020-00319 was submitted for the operation of the drive-thru lane; and C. The proposed use is in compliance with each of the applicable provisions of the Development Code. The project will be in compliance with the Development Code with approval of the related Variance DRC2020-00397),to reduce the required street setback of Building D as measured from the curb face on Vineyard Avenue, and for an increase in the maximum permitted building height related to the screening of rooftop equipment. The project also includes a Conditional Use Permit (DRC2020- 00319, for the operation of the drive-thru lane; and d. The proposed use, together with the conditions applicable thereto, will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. The project scope is for the replacement of three buildings with three new buildings that are slightly smaller in size and will be located in close proximity to the building to be replaced. 4. Planning Staff determined that the project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA Guidelines. The project qualifies as a Class 2 exemption under State CEQA Guidelines 15302 (replacement or reconstruction) as the scope of work is to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive- thru lane totaling 9,497 square feet in close proximity to the existing buildings. Staff finds that there is no substantial evidence that the project will have a significant effect on the environment. The Planning Commission has reviewed the Planning Department's determination of exemption, and based on its own independent judgment, concurs in the staff's determination of exemption. 5. Based upon the findings and conclusions set forth in paragraphs 1, 2, 3, and 4 above, this Commission hereby approves the application subject to each and every condition set forth in the Standard Conditions, attached hereto and incorporated herein by this reference. The Secretary to this Commission shall certify to the adoption of this Resolution. APPROVED AND ADOPTED THIS 14TH DAY OF APRIL 2021. PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA PLANNING COMMISSION RESOLUTION NO. 21-20 DR DRC2020-00318 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 4 BY: Tony Guglielmo, Chairman ATTEST: Anne McIntosh, AICP, Secretary I, Anne McIntosh, AICP, Secretary of the Planning Commission of the City of Rancho Cucamonga, do hereby certify that the foregoing Resolution was duly and regularly introduced, passed, and adopted by the Planning Commission of the City of Rancho Cucamonga, at a regular meeting of the Planning Commission held on the 14th day of April 2021, by the following vote-to-wit: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: ABSTAIN: COMMISSIONERS: RESOLUTION NO. 21-22 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, APPROVING VARIANCE DRC2020-00397, A REQUEST TO REDUCE THE REQUIRED BUILDING SETBACK AND MAXIMUM BUILDING HEIGHT IN CONJUNCTION WITH THE REPLACEMENT OF THREE EXISTING BUILDINGS TOTALING 10,135 SQUARE FEET WITH THREE NEW BUILDINGS AND A DRIVE-THRU LANE TOTALING 9,497 SQUARE FEET ON 4.21 ACRES OF LAND (183,534 SQUARE FEET) LOCATED IN THE COMMUNITY COMMERCIAL (CC) DISTRICT, FOOTHILL BOULEVARD OVERLAY DISTRICT, AT THE SOUTHWEST CORNER OF FOOTHILL BOULEVARD AND VINEYARD AVENUE; AND MAKING FINDINGS IN SUPPORT THEREOF —APN: 0207-211-42. A. Recitals. 1. McKently Malak Architects filed an application for the approval of Variance DRC2020-00397, as described in the title of this Resolution. Hereinafter in this Resolution, the subject Variance request is referred to as "the application." 2. On April 14, 2021, the Planning Commission of the City of Rancho Cucamonga conducted a duly noticed public hearing on the application and concluded said hearing on that date. 3. All legal prerequisites prior to the adoption of this Resolution have occurred. B. Resolution. NOW, THEREFORE, it is hereby found, determined, and resolved by the Planning Commission of the City of Rancho Cucamonga as follows: 1. This Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. Based upon the substantial evidence presented to this Commission during the above-referenced public hearings of April 14, 2021, including written and oral staff reports, together with public testimony, this Commission hereby specifically finds as follows: a. The 4.21-acre project site is located at the southwest corner of Foothill Boulevard and Vineyard Avenue; and b. The existing Land Use, General Plan and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Commercial Center Mixed-Use Community Commercial (CC) District' North Commercial Center (Albertsons, Community Community Commercial (CC) etc.) Commercial District' South Vacant Land Mixed-Use Community Commercial (CC) District' East Service Station (Mobil) Mixed-Use Community Commercial (CC) District2 PLANNING COMMISSION RESOLUTION NO. 21-22 VARIANCE DRC2020-00397 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 2 Multi-Family Residential Medium Medium-High (MH) Residential Development Residential District West Service Station (Chevron) Medium Community Commercial (CC) Residential District' Foothill Boulevard Overlay District(Subarea 1) 'Foothill Boulevard Overlay District(Subarea 2) C. The project scope is for the demolition of three buildings (Buildings B, C, and D) and the construction of three new buildings in their place with a combined floor area of 9,497 square feet, including the establishment of a new drive-thru lane (Building B); and d. The project includes a request for a Variance (DRC2020-00397) to reduce the required street setback of Building D as measured from the curb face on Vineyard Avenue, and for an increase in the maximum permitted building height related to the screening of rooftop equipment; and e. The project's compliance with the related development standards are shown in the following tables: Required Provided Compliant? Building Setback (Foothill Blvd.) 25 Feet 25 Feet Yes Building Setback 25 Feet 14 Feet-8 Inches Noe (Vineyard Avenue) Building Setback Interior PL 25 Feet 450 Feet Yes Drive-Thru Lane Setback 45 Feet 25 feet No' Landscape Coverage 10 Percent 20 Percent Yes Floor Area Ratio up to 100 Percent 11 Percent Yes Building Height 20 Feet Maximum 24 Feet' Noe ' Deviation from this requirement is permitted through the design review process 2A Variance application for building setback and building height has been submitted for consideration to permit this Parking Ratio Required Parking Provided Parking Building A (3,348 SF) Retail 1:250 SF 14 Spaces Building B (4,508 SF) Restaurant 1:100 SF 45 Spaces Building B (400 SF) Restaurant 1:100 4 Spaces Outdoor Eating Area Building C (1,729 SF) Retail 1:250 SF 7 Spaces Building D 3,260 SF Restaurant 1:100 SF 33 Spaces Building E 3,217 SF Restaurant 1:100 SF 32 Spaces Total Parking Spaces 135 Spaces 140 Spaces 3. Based upon the substantial evidence presented to this Commission during the above-referenced public hearing and upon the specific findings of facts set forth in Paragraphs 1 and 2 above, this Commission hereby finds and concludes as follows: a. Strict or literal interpretation and enforcement of the specified regulation would result in a difficulty or unnecessary physical hardship inconsistent with the objectives of this Code. The strict interpretation of the required 25-foot streetscape setback for Building D would create unnecessary hardship and would be contrary to the intent of the Foothill Boulevard Overlay Zoning District to place PLANNING COMMISSION RESOLUTION NO. 21-22 VARIANCE DRC2020-00397— MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 3 buildings closer to the public right-of-way in designated activity centers. Building D is located adjacent to a bus turnout/right turn lane which reduces the width of the public right-of-way by approximately 13 feet. The strict interpretation of the 20-foot building height limit would also create an unnecessary hardship as it would make it difficult to screen the rooftop equipment in a manner that is architecturally compatible with the proposed buildings. b. There are exceptional or extraordinary circumstances or conditions applicable to the property involved or to the intended use of the property that does not apply generally to other properties in the same zone. Regarding the request to reduce setbacks, the project site is located adjacent to a bus turnout/right turn lane which reduces the width of the public right-of-way by approximately 13 feet. This condition generally does not apply to other commercial centers in the City. Further, regarding the request for increased building height, the grades on the project site also make it necessary to raise the parapet heights on the building to screen the rooftop equipment. C. Strict or literal interpretation and enforcement of the specified regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the same zone. Without a reduction in the required building setback from the curb face on Vineyard Avenue, Building D would be required to increase the street setback by 10 feet, contrary to the intent of the Foothill Boulevard Overlay District, which encourages building to be located closer to the public right-of-way in activity centers. Without an increase in the permitted building height, the rooftop equipment could not be screened by the roof parapets, a normal requirement in the City. d. The granting of the Variance will not constitute a grant of special privilege inconsistent with the limitations on other properties classified in the same zone. It is common practice to grant a Variance for reduced setbacks when a building is located adjacent to a bus turnout/right turn lane. It is also not a grant of special privilege to allow the parapets to be of adequate height to screen the rooftop equipment. e. The granting of the Variance will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. The reduction in the building setback and a minor increase in the building parapet heights will not negatively impact the surrounding property owners as the proposed building will replace an existing building on the project site with a similar building setback. The additional building parapet height will also not impact the surrounding property and will permit the necessary rooftop equipment to be screened from public view. 4. Planning Staff determined that the project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA Guidelines. The project qualifies as a Class 2 exemption under State CEQA Guidelines 15302 (replacement or reconstruction) as the scope of work is to replace three existing buildings totaling 10,135 square feet with three new buildings and a drive-thru lane totaling 9,497 square feet in close proximity to the existing buildings. Staff finds that there is no substantial evidence that the project will have a significant effect on the environment. The Planning Commission has reviewed the Planning Department's determination of exemption, and based on its own independent judgment, concurs in the staff's determination of exemption. 5. Based upon the findings and conclusions set forth in paragraphs 1, 2, 3, and 4 above, this Commission hereby approves the application subject to each and every condition set forth in the Standard Conditions, attached hereto and incorporated herein by this reference. The Secretary to this Commission shall certify to the adoption of this Resolution. PLANNING COMMISSION RESOLUTION NO. 21-22 VARIANCE DRC2020-00397 — MCKENTLY MALAK ARCHITECTS April 14, 2021 Page 4 APPROVED AND ADOPTED THIS 14TH DAY OF APRIL 2021. PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA BY: Tony Guglielmo, Chairman ATTEST: Anne McIntosh, AICP, Secretary I, Anne McIntosh, AICP, Secretary of the Planning Commission of the City of Rancho Cucamonga, do hereby certify that the foregoing Resolution was duly and regularly introduced, passed, and adopted by the Planning Commission of the City of Rancho Cucamonga, at a regular meeting of the Planning Commission held on the 14th day of April 2021, by the following vote-to-wit: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: ABSTAIN: COMMISSIONERS: Conditions of Approval RANCHO CUCAMONGA Community Development Department Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Please be advised of the following Special Conditions 1. The tenant that occupies the lease space with the drive-thru lane shall actively monitor the number of vehicles in the drive-thru lane and minimize impacts to traffic flow within the commercial center when the number of vehicles exceeds accessing the drive-thru lane exceeds capacity. 2. The existing decorative paving on the project site shall be rehabilitated to the satisfaction of the Planning Director. 3. The tower element on the north elevation of Building B shall be lowered to not exceed the height of the other tower elements on Buildings B, C or D. 4. A. Within 30 days of approval of the application, the property owner shall remedy and maintain Building F from any violations as defined in Rancho Cucamonga Municipal Code Section 8.23.050, 8.23.060, and 8.42.050, and International Property Maintenance Code Section 301.3. Remedy shall include but is not limited to all boards removed and windows (glass or plexiglass) installed, all landscape maintained and irrigated, all graffiti removed, and appropriate outdoor lighting installed to prevent an attractive nuisance for vagrants. An alternate acceptable remedy at the applicant's discretion is the demolition of the structures, grading, and maintaining the parcels clear of weeds or debris. Should the applicant elect to demolish the building the City agrees to waive the demolition permit costs. No building or grading permit(s) to construct Buildings B, C, and/or D (identified in the approved site plan) or to grade the pads for those buildings will be issued until these actions are complete to the satisfaction of the City's Community Improvement Manager. The applicant shall maintain Building F in good condition and free of all nuisances in conformance with all relevant sections of the Municipal Code. B. Immediately after the completion of the required appeal period, property owner shall submit to the City a lot line adjustment or parcel map subdivision application to create a new legal parcel that contains Building F and the parking field to its west. The City will expedite the review and approval process of the proposed lot line adjustment or map with the goal of the applicant being able to file the map with the County of San Bernardino prior to building or grading permit(s) to construct Buildings B, C, and/or D to grade the pads for those buildings. Prior to the issuance of certificate of occupancy for Buildings B, C and/or D, the applicant shall record with the County of San Bernardino a lot line adjustment or a parcel map to create a separate legal parcel that contains only Building F (or the former location of Building F in the event that the building is demolished), or Building F and the adjacent parcel APN: 0207-211-05. This condition shall be completed within one year of the date of approval of the project. Standard Conditions of Approval 5 The applicant shall sign the Statement of Agreement and Acceptance of Conditions of Approval provided by the Planning Department. The signed Statement of Agreement and Acceptance of Conditions of Approval shall be returned to the Planning Department prior to the submittal of grading/construction plans for plan check, request for a business license, and/or commencement of the approved activity. Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Standard Conditions of Approval 6. The applicant shall agree to defend at his sole expense any action brought against the City, its agents, officers, or employees, because of the issuance of such approval, or in the alternative, to relinquish such approval. The applicant shall reimburse the City, its agents, officers, or employees, for any Court costs and attorney's fees which the City, its agents, officers, or employees may be required by a court to pay as a result of such action. The City may, at its sole discretion, participate at its own expense in the defense of any such action but such participation shall not relieve applicant of his obligations under this condition. 7. Copies of the signed Planning Commission Resolution of Approval or Approval Letter, Conditions of Approval, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 8. The applicant shall be required to pay California Department of Fish and Wildlife Notice of Exemption fee in the amount of $50.00. All checks are to be made payable to the Clerk of the Board Supervisors and submitted to the Planning Commission Secretary prior to public hearing or within 5 days of the date of project approval. 9. Any approval shall expire if Building Permits are not issued or approved use has not commenced within 5 years from the date of approval or a time extension has been granted. 10. Any modification or intensification of the approved use, including revisions in the operations of the business including changes to the operating days/hours; change in the location on-site or within the building of the use/activity that is approved by this Conditional Use Permit; improvements including new building construction; and/or other modifications/intensification beyond what is specifically approved by this Conditional Use Permit, shall require the review and approval by the Planning Director prior to submittal of documents for plan check/occupancy, construction, commencement of the activity, and/or issuance of a business license. The Planning Director may determine that modifications or intensifications of use require the submittal of an application to modify this Conditional Use Permit for review by the City. www.CityofRC.us Printed:4/1/2021 Page 2 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Standard Conditions of Approval 11. This project is subject to public art requirement outlined in Chapter 17.124 of the Development Code. Prior to the issuance of building permits (for grading or construction), the applicant shall inform the Planning Department of their choice to install public art, donate art or select the in-lieu option as outlined in 17.124.020.D. If the project developer chooses to pay the in-lieu fee, the in-lieu art fee will be invoiced on the building permit by the City and shall be paid by the applicant prior to building permit issuance. If the project developer chooses to install art, they shall submit, during the plan check process, an application for the art work that will be installed on the project site that contains information applicable to the art work in addition to any other information as may be required by the City to adequately evaluate the proposed the art work in accordance with the requirements of Chapter 17.124. If the project developer chooses to donate art, applications for art work donated to the City shall be subject to review by the Public Art Committee which shall make a recommendation whether the proposed donation is consistent with Chapter 17.124 and final acceptance by the City Council. No final approval, such as a final inspection or the a issuance of a Certificate of Occupancy, for any development project (or if a multi-phased project, the final phase of a development project) that is subject to this requirement shall occur unless the public art requirement has been fulfilled to the satisfaction of the Planning Department. 12. All Double Detector Checks (DDC) and Fire Department Connections (FDC) required and/or proposed shall be installed at locations that are not within direct view or line-of-sight of the main entrance. The specific locations of each DDC and FDC shall require the review and approval of the Planning Department and Fire Construction Services/Fire Department. All Double Detector Checks (DDC) and Fire Department Connections (FDC) shall be screened behind a 4-foot high block wall. These walls shall be constructed of similar material used on-site to match the building. 13. All ground-mounted utility appurtenances such as transformers, AC condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berming, and/or landscaping to the satisfaction of the Planning Director. For single-family residential developments, transformers shall be placed in underground vaults. 14. A uniform hardscape and street furniture design including seating benches, trash receptacles, free-standing potted plants, bike racks, light bollards, etc., shall be utilized and be compatible with the architectural style. Detailed designs shall be submitted for Planning Department review and approval prior to the issuance of Building Permits. 15. All parkways, open areas, and landscaping shall be permanently maintained by the property owner, homeowners' association, or other means acceptable to the City. Proof of this landscape maintenance shall be submitted for Planning Director and Engineering Services Department review and approved prior to the issuance of Building Permits. www.CityofRC.us Printed:4/1/2021 Page 3 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Standard Conditions of Approval 16. A detailed on-site lighting plan, including a photometric diagram, shall be reviewed and approved by the Planning Director and Police Department (909-477-2800) prior to the issuance of Building Permits. Such plan shall indicate style, illumination, location, height, and method of shielding so as not to adversely affect adjacent properties. 17. All site, grading, landscape, irrigation, and street improvement plans shall be coordinated for consistency prior to issuance of any permits (such as grading, tree removal, encroachment, building, etc.) or prior to final map approval in the case of a custom lot subdivision, or approved use has commenced, whichever comes first. 18. Prior to any use of the project site or business activity being commenced thereon, all Conditions of Approval shall be completed to the satisfaction of the Planning Director. 19. Where rock cobble is used, it shall be real river rock. Other stone veneers may be manufactured products. 20. Trash receptacle(s) are required and shall meet City standards. The final design, locations, and the number of trash receptacles shall be subject to Planning Director review and approval prior to the issuance of Building Permits. 21. The signs indicated on the submitted plans are conceptual only and not a part of this approval. Any signs proposed for this development shall comply with the Sign Ordinance and shall require separate application and approval by the Planning Department prior to installation of any signs. 22. A Uniform Sign Program for this development shall be submitted for Planning Director review and approval prior to issuance of Building Permits. 23. Graffiti shall be removed within 72 hours. 24. The lighting fixture design shall compliment the architectural program. It shall include the plaza area lighting fixtures, building lighting fixtures (exterior), and parking lot lighting fixtures. 25. Signs shall be conveniently posted for"no overnight parking" and for"employee parking only." 26. All operations and businesses shall be conducted to comply with the following standards which shall be incorporated into the lease agreements for all tenants: a. Noise Level - All commercial activities shall not create any noise that would exceed an exterior noise level of 65 dB during the hours of 10 p.m. until 7 a.m. and 70 dB during the hours of 7 a.m. until 10 p.m. b. Loading and Unloading - No person shall cause the loading, unloading, opening, closing, or other handling of boxes, crates, containers, building materials, garbage cans, or other similar objects between the hours of 10 p.m. and 7 a.m. unless otherwise specified herein, in a manner which would cause a noise disturbance to a residential area. 27. The design of store fronts shall compliment the architectural program and shall have subtle variations subject to Design Review Committee approval prior to the issuance of Building Permits. 28. Textured pavement shall be provided across circulation aisle, pedestrian walkway, and plaza. They shall be of brick/tile pavers, exposed aggregate, integral color concrete, or any combination thereof. Full samples shall be submitted for Planning Director review and approval prior to the issuance of Building Permits. www.CityofRC.us Printed:4/1/2021 Page 4 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Standard Conditions of Approval 29. Provide for the following design features in each trash enclosure, to the satisfaction of the Planning Director: a. Architecturally integrated into the design of(the shopping center/the project). b. Separate pedestrian access that does not require the opening of the main doors and to include self-closing pedestrian doors. c. Large enough to accommodate two trash bins. d. Roll-up doors. e. Trash bins with counter-weighted lids. f. Architecturally treated overhead shade trellis. g. Chain link screen on top to prevent trash from blowing out of the enclosure and designed to be hidden from view. 30. The entire site shall be kept free from trash and debris at all times and in no event shall trash and debris remain for more than 24 hours. 31. All parking spaces shall be 9 feet wide by 17 feet long with a required 1-foot overhang (e.g., over a curb stop). 32. All parking spaces shall be double striped per City standards and all driveway aisles, entrances, and exits shall be striped per City standards. 33. Textured pedestrian pathways and textured pavement across circulation aisles shall be provided throughout the development to connect dwellings/units/buildings with open spaces/plazas/ recreational uses. 34. Within parking lots, trees shall be planted at a rate of one 15-gallon tree for every three parking stalls. 35. The final design of the perimeter parkways, walls, landscaping, and sidewalks shall be included in the required landscape plans and shall be subject to Planning Director review and approval and coordinated for consistency with any parkway landscaping plan which may be required by the Engineering Services Department. 36. Tree maintenance criteria shall be developed and submitted for Planning Director review and approval prior to issuance of Building Permits. These criteria shall encourage the natural growth characteristics of the selected tree species. 37. Trees shall be planted in areas of public view adjacent to and along structures at a rate of one tree per 30 linear feet of building. 38. All walls shall be provided with decorative treatment. If located in public maintenance areas, the design shall be coordinated with the Engineering Services Department. www.CityofRC.us Printed:4/1/2021 Page 5 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Standard Conditions of Approval 39. All roof appurtenances, including air conditioners and other roof mounted equipment and/or projections shall be screened from all sides and the sound shall be buffered from adjacent properties and streets as required by the Planning Department. Such screening shall be architecturally integrated with the building design and constructed to the satisfaction of the Planning Director. Any roof-mounted mechanical equipment and/or ductwork, that projects vertically more than 18 inches above the roof or roof parapet, shall be screened by an architecturally designed enclosure which exhibits a permanent nature with the building design and is detailed consistent with the building. Any roof-mounted mechanical equipment and/or ductwork, that projects vertically less than 18 inches above the roof or roof parapet shall be painted consistent with the color scheme of the building. Details shall be included in building plans. Engineering Services Department Please be advised of the following Special Conditions 1. The existing ramp located at the southwest corner of Foothill Blvd. & Vineyard Avenue shall be evaluated for conformance to current ADA regulations. If the ramp does not meet ADA regulations then the developer shall be responsible for providing design and reconstruction of the ramp for compliance. Design shall be completed and improvements secured for prior to issuance of Building permit or approval of final subdivision map whichever occurs first. The reconstruction along with all public improvements shall be completed prior to occupancy. The applicant shall submit a sketch drawn to scale, with elevations and dimensions, of the ramps at the required location, for review by City Staff. If the ramp(s) do not meet current ADA requirements, a street plan shall be submitted showing the reconstruction of the ramp(s). 2. "Development Impact Fees Due Prior to Building Permit Issuance: (Subject to Change / Periodic Increases - Refer to current fee schedule to determine current amounts) Drainage Impact Fee Transportation Impact Fee Library Impact Fee Animal Center Impact Fee Police Impact Fee Park In-Lieu / Park Impact Fee Park Improvement Impact Fee Community & Recreation Center Impact Fee" www.CityofRC.us Printed:4/1/2021 Page 6 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Engineering Services Department Please be advised of the following Special Conditions 3. Fiber: The proposed development is slated to be included in the City's Fiber Optic Master Plan that would provide a City owned Fiber-to-the-Premise (FTTP) infrastructure. The City will require 1-2" UG Fiber Optic dark conduit to be interconnected to the City's existing fiber optic backbone conduit and fiber optic vault located on Foothill Blvd just north of the property. The size, placement and location of the conduit and pullbox shall be shown on the Street Improvement and/or Public Improvement Plans and subject to the Engineering Services Department's review and approval prior to the issuance of building permits or final map approval, whichever comes first. On site, the City will require 1-2" UG HDPE or equal fiber optic conduit to be placed underground within a duct and structure system to be installed joint trench by the Developer per Standard Drawing 135-137 and interconnected into the installed 2" fiber optic conduit from the street. The size, placement and location of the conduit and/or vaults shall run into each building's telecommunication room and be shown on the final dry utility onsite substructure plans and subject to the Engineering Services Department's review and approval prior to the issuance of building permits or final map approval, whichever comes first. Standard Conditions of Approval 4. ** CD Information Required Prior to Sign-Off for Building Permit Prior to the issuance of building permits, if valuation is greater or equal to $100,000, a Diversion Deposit and a related administrative fee shall be paid for the Construction and Demolition Diversion Program. The deposit is fully refundable if at least 65% of all wastes generated during construction and demolition are diverted from landfills, and appropriate documentation is provided to the City. Applicant must identify if they are self-hauling or utilizing Burrtec prior to issuance of a building permit. Proof of diversion must be submitted to the Environmental Engineering Division within 60 days following the completion of the construction and /or demolition project. Contact Marissa Ostos, Environmental Engineering, at (909) 774-4062 for more information. Instructions and forms are available at the City's website, www.cityofrc.us, under City Hall / Engineering / Environmental Programs / Construction & Demolition Diversion Program. 5. Pursuant to Municipal Code Section 16.37.010, no person shall make connections from a source of energy, fuel or power to any building or structure which is regulated by technical codes and for which a permit is required unless, in addition to any and all other codes, regulations and ordinances, all improvements required by these conditions of development approval have been completed and accepted by the City Council, except: that in developments containing more than one building, structure or unit, the development may have energy connections made in equal proportion to the percentage of completion of all improvements required by these conditions of development approval, as determined by the City Engineer, provided that reasonable, safe and maintainable access to the property exists. In no case shall more than 95 percent of the buildings, structures or units be connected to energy sources prior to completion and acceptance of all improvements required by these conditions of development approval. www.CityofRC.us Printed:4/1/2021 Page 7 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Engineering Services Department Standard Conditions of Approval 6. Improvement Plans and Construction (if required): a. Street improvement plans, including street trees, street lights, and intersection safety lights on future signal poles, and traffic signal plans shall be prepared by a registered Civil Engineer and shall be submitted to and approved by the City Engineer. Security shall be posted and an agreement executed to the satisfaction of the City Engineer and the City Attorney guaranteeing completion of the public and/or private street improvements, prior to final map approval or the issuance of Building Permits, whichever occurs first. b. Prior to any work being performed in public right-of-way, fees shall be paid and a construction permit shall be obtained from the Engineering Services Department in addition to any other permits required. c. Pavement striping, marking, traffic signing, street name signing, traffic signal conduit, and interconnect conduit shall be installed to the satisfaction of the City Engineer. d. Signal conduit with pull boxes shall be installed with any new construction or reconstruction project along major or secondary streets and at intersections for future traffic signals and interconnect wiring. Pull boxes shall be placed on both sides of the street at 3 feet outside of BCR, ECR, or any other locations approved by the City Engineer. Notes: 1) Pull boxes shall be No. 6 at intersections and No. 5 along streets, a maximum of 200 feet apart, unless otherwise specified by the City Engineer. 2) Conduit shall be 3-inch pvc with pull rope or as specified. e. Access ramps for the disabled shall be installed on all corners of intersections per latest ADA standards or as directed by the City Engineer. f. Existing City roads requiring construction shall remain open to traffic at all times with adequate detours during construction. Street or lane closure permits are required. A cash deposit shall be provided to cover the cost of grading and paving, which shall be refunded upon completion of the construction to the satisfaction of the City Engineer. g. Concentrated drainage flows shall not cross sidewalks. Under sidewalk drains shall be installed to City Standards, except for single-family residential lots. h. Street names shall be approved by the Planning Manager prior to submittal for first plan check. Fire Prevention / New Construction Unit Standard Conditions of Approval 1. Gas detection is required in accordance with the Fire Code. 2. Required alarm systems and supervision systems are required to be in accordance with Fire District Standard 9-3. The Standard has been uploaded to the Documents section. 3. Fire suppression systems are required to be monitored in accordance with Fire District Standard 9-3. The Standard has been uploaded to the Documents section. 4. A suppression system is required to protect, the exhaust duct, the hood, and the grease producing appliances. www.CityofRC.us Printed:4/1/2021 Page 8 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Fire Prevention / New Construction Unit Standard Conditions of Approval 5. Commercial cooking suppression systems are required to be electrically supervised (monitored) in accordance with Fire District Standard 9-3. A copy of the Standard has been uploaded to the Documents section. 6. Plans for the alarm and/or supervision (monitoring) system are required to be submitted separately and issued a separate permit. Submit all plans to the Building & Safety Department for routing to the Fire District. 7. Plans for the insulated carbon dioxide beverage dispensing system are required to be submitted separately and issued a separate permit. Submit all plans to the Building & Safety Department for routing to the Fire District. 8. Plans for gas detection systems are required to be submitted separately and issued a separate permit. Submit all plans to the Building & Safety Department for routing to the Fire District. 9. Plans for the private, onsite fire underground water infrastructure are required to be submitted separately and issued a separate permit. Submit all plans to the Building & Safety Department for routing to the Fire District. 10. Plans for the public, offsite fire underground water infrastructure are required to be submitted separately and issued a separate permit. Plans are required to be submitted prior to or concurrently with the submittal of the Water District mylars. Submit all plans to the Building & Safety Department for routing to the Fire District. 11. Plans for the automatic fire sprinkler system are required to be submitted separately and issued a separate permit. Submit all plans to the Building & Safety Department for routing to the Fire District. 12. Plans for suppression systems are required to be submitted separately and issued a separate permit. Submit all plans to the Building & Safety Department for routing to the Fire District. 13. Fire apparatus access (fire lane) design, construction, and identification are required to be in accordance with Fire District Standard 5-1. The Standard has been uploaded to the Documents section. 14. Fire flow information for this project is obtained from the Cucamonga Valley Water District (CVWD). CVWD can be reached at 909-944-6000 or custserv@cvwdwater.com. 15. Fire flow is required to be in accordance with Appendix B of the California Fire Code. The Fire District has adopted the appendix without local amendments except that the minimum fire flow for commercial buildings shall not be less than 1500 gpm. Proof of the availability of the required fire flow must be provided to the Fire District in the form of a letter or written report dated within the past 12 months. 16. Fire sprinkler are required to be installed in accordance with Fire District Standard 9-5. The Standard has been uploaded to the Documents section. 17. New and existing insulated liquid carbon dioxide systems with more than 100 pounds of carbon dioxide used in beverage dispensing applications are required to have a gas detection system installed in accordance with the Fire Code. www.CityofRC.us Printed:4/1/2021 Page 9 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Fire Prevention / New Construction Unit Standard Conditions of Approval 18. A Knox Box key box is required in accordance with Fire District Standard 5-9. Additional boxes may be required depending on the size of the building, the location of fire protection and life safety system controls, and the operational needs of the Fire District. The Standard has been uploaded to the Documents section. If an installed Knox Box is available to this project or business, keys for the building/suite/unit are required to be provided to the Fire Inspector at the final inspection. 19. Coordinate landscaping with the roof access ladder points and address signage. Landscaping cannot obstruct roof access or clear visibility of address signage from time of installation to maturity of the shrubs and trees. 20. A fire service site plan is required in accordance with Fire District Standard 5-11. The Standard has been uploaded to the Documents section. 21. All of the Fire District Standards applicable are required to be reproduced on the plans. The project is required to meet all of the applicable codes, regulations, and standards in effect and adopted at the time of plan check submittal. Fire District Standards associated with construction and plan submittals can be found on the City of Rancho Cucamonga's website and accessed via https://www.dropbox.com/sh/4k4gdxhs4tp13c7/AAAdscMKMdW9WIQe725xWyU-a?dl=O 22. One or more of the systems, operations, processes, or pieces of equipment associated with this project or the proposed business requires a Fire Code Construction Permit to be issued in accordance with the Fire Code and Fire District Standard 1-2. The Standard has been uploaded to the Documents section. 23. One or more of the operations in use or proposed for this building/business requires a Fire Code Operating Permit to be issued in accordance with the Fire Code and Fire District Standard 1-1. The Standard has been uploaded to the Documents section. 24. Release of construction permits issued by the City of Rancho Cucamonga or the County of San Bernardino will be in accordance with Fire District Standard 33-1. The Standard has been uploaded to the Documents section. 25. Roof access is required to be in accordance with Fire District Standard 5-6. The Standard has been uploaded to the Documents section. 26. Street address and unit/suite signage for commercial and industrial buildings are required to be in accordance with Fire District Standard 5-8. The Standard has been uploaded to the Documents section. 27. Identification of fire protection systems and components, fire alarm systems and components, and equipment and devices associated with fire and life safety systems is required to be in accordance with Fire District Standards 5-5 and 5-10. The Standards have been uploaded to the Documents section. 28. A suppression system that meets the design, installation, and operating provisions of Chapter 9 of the Fire Code and Fire District Standard 9-6 is required to be installed to protect commercial cooking operations. A copy of the Standard has been uploaded to the Documents section. www.CityofRC.us Printed:4/1/2021 Page 10 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Fire Prevention / New Construction Unit Standard Conditions of Approval 29. Public and private fire service water mains, public and private hydrants, water control valves, fire sprinkler risers, fire department connections (FDCs), and other fire protection water related devices and equipment are required to be provided, designed, and installed in accordance with Fire District Standard 5-10. The Standard has been uploaded to the Documents section. Building and Safety Services Department Please be advised of the following Special Conditions 1. When the Entitlement Review is approved submit complete construction drawings including structural calculations, energy calculations and a soils report to Building and Safety for plan review in accordance with the current edition of the California Building and Fire Codes including all local ordinances and standards which are effective at the time of Plan Check Submittal. Disabled access for the site and buildings must be in accordance to the State of California and ADA regulations. Grading Section Standard Conditions of Approval 1. Prior to issuance of a grading permit for non-residential projects the applicant shall show on the electrical plans and the permitted grading plan set the location for a future installation of an Electric Vehicle (EV) charging station/parking area per the current adopted California Green Building Standards Code, section 5.106.5.3. 2. Grading of the subject property shall be in accordance with current adopted California Building Code and/or the California Residential Code, City Grading Standards, and accepted grading practices. The Grading and Drainage Plan(s) shall be in substantial conformance with the approved conceptual Grading and Drainage Plan. 3. A soils report shall be prepared by a qualified Engineer licensed by the State of California to perform such work. Two copies will be provided at grading and drainage plan submittal for review. Plans shall implement design recommendations per said report. 4. The final Grading and Drainage Plan, appropriate certifications and compaction reports shall be completed, submitted, and approved by the City Engineer, or his designee, prior to the issuance of building permits. 5. A separate Grading and Drainage Plan check submittal is required for all new construction projects and for existing buildings. The Grading and Drainage Plan shall be prepared, stamped, and wet signed by a California licensed Civil Engineer prior to the issuance of a grading or building permit. 6. The applicant shall comply with the City of Rancho Cucamonga Dust Control Measures and place a dust control sign on the project site prior to the issuance of a grading permit. All dust control sign(s) shall be located outside of the public right of way. 7. If a Rough Grading and Drainage Plan/Permit are submitted to the Engineering Services Department for review, the rough grading plan shall be a separate plan submittal and permit from Precise Grading and Drainage Plan/Permit. www.CityofRC.us Printed:4/1/2021 Page 11 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 8. Prior to the issuance of a grading permit the applicant shall obtain written permission from the adjacent property owner(s) to construct wall(s) on property line(s) or provide a detail(s) showing the perimeter wall(s) to be constructed offset from the property line. 9. Prior to issuance of a grading permit the Final Grading and Drainage Plan shall show the accessibility path from the public right of way and the accessibility parking stalls to the building doors in conformance with the current adopted California Building Code. All accessibility ramps shall show sufficient detail including gradients, elevations, and dimensions and comply with the current adopted California Building Code. 10. The Grading and Drainage Plan shall implement City Standards for on-site construction where possible, and shall provide details for all work not covered by City Standard Drawings. 11. Prior to issuance of a grading permit the grading plan shall show that all manufactured slopes shall be a minimum 2-foot offset from the public right of way, permitted line, or the adjacent private property. All slope offsets shall meet the requirements of the current adopted California Building Code. 12. Prior to issuance of a grading permit, the grading and drainage plan shall show the maximum parking stall gradient at 7 percent. Accessibility parking stall grades shall be constructed per the, current adopted California Building Code. 13. The final grading and drainage plan shall show existing topography a minimum of 100-feet beyond project boundary. 14. This project shall comply with the accessibility requirements of the current adopted California Building Code. 15. Grading Inspections: a) Prior to the start of grading operations the owner and grading contractor shall request a pre-grading meeting. The meeting shall be attended by the project owner/representative, the grading contractor and the Building Inspector to discuss about grading requirements and preventive measures, etc. If a pre-grading meeting is not held within 24 hours from the start of grading operations, the grading permit may be subject to suspension by the Building Inspector; b) The grading contractor shall call into the City of Rancho Cucamonga Building and Safety Department at least 1 working day in advance to request the following grading inspections prior to continuing grading operations: i) The bottom of the over-excavation; ii) Completion of Rough Grading, prior to issuance of the building permit; iii) At the completion of Rough Grading, the grading contractor or owner shall submit to the Permit Technicians (Engineering Services Department Front Counter) an original and a copy of the Pad Certifications to be prepared by and properly wet signed and sealed by the Civil Engineer and Soils Engineer of Record; iv) The rough grading certificates and the compaction reports will be reviewed by the Associate Engineer or a designated person and approved prior to the issuance of a building permit. www.CityofRC.us Printed:4/1/2021 Page 12 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 16. Prior to issuance of a grading or building permit, the permitted grading plan (or architectural site plan) set shall show in each of the typical sections and the plan view show how the separations between the building exterior and exterior ground surface meet the requirements of Sections CBC1804.3/CRC R401.3, CBC2304.11.2.2/CRC R317.1(2) and CBC2512.1.2/CRC R703.6.2.1 of the current adopted California Building Code/Residential Code. 17. Prior to approval of the project-specific storm water quality management plan, the applicant shall submit to the City Engineer, or his designee, a precise grading plan showing the location and elevations of existing topographical features, and showing the location and proposed elevations of proposed structures and drainage of the site. 18. Private sewer, water, and storm drain improvements will be designed per the latest adopted California Plumbing Code. Private storm drain improvements shall be shown on the grading and drainage plan. 19. Prior to the issuance of the Certificate of Occupancy or final sign off by the Building Inspector the engineer of record shall certify the functionality of the storm water quality management plan (WQMP) storm water treatment devices and best management practices (BMP). 20. Prior to approval of the Water Quality Management Plan (WQMP), the WQMP shall include a copy of the project Conditions of Approval. 21. Prior to issuance of a grading permit the applicant shall show on the site plan and the permitted grading plan set for non-residential projects the designated parking for clean air vehicles per the current adopted California Green Building Standards Code, section 5.106.5.2. 22. Prior to approval of the final project-specific water quality management plan the applicant shall have a soils engineer prepare a project-specific infiltration study for the project for the purposes of storm water quality treatment. The infiltration study and recommendations shall follow the guidelines in the current adopted "San Bernardino County Technical Guidance Document for Water Quality Management Plans". Note: As this project has been previously graded and the site soils have been compacted for building pads and parking lot purposes, the use of the Custom Soil Resource Report for San Bernardino County Southwestern Part by the United States Department of Agriculture, Natural Resource Conservation Service for natural soils is not acceptable for soil groundwater infiltration rates. 23. Prior to the issuance of a Grading Permit the City of Rancho Cucamonga's "Memorandum of Agreement of Storm Water Quality Management Plan" shall be submitted for review and approval by the City Engineer, or his designee, and recorded with the County Recorder's Office. 24. Prior to issuance of a Grading Permit the applicant shall obtain a Waste Discharge Identification Number (WDID). The WDID number shall also be shown on the WQMP Site and Drainage Plan document. www.CityofRC.us Printed:4/1/2021 Page 13 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 25. The applicant shall provide a copy of a completed EPA Form 7520-16 (Inventory of Injection Wells) for each underground infiltration device, with the Facility ID Number assigned, to the Engineering Services Department Official prior to issuance of the Grading Permit and/or approval of the project-specific Water Quality Management Plan. A copy of EPA Form 7520-16 shall be scanned and pasted onto the permitted grading plan set, and a copy of said form shall be included in the project-specific Water Quality Management Plan. 26. The land owner shall provide an inspection report by a qualified person/company on a biennial basis for the Class V Injection Wells/underground infiltration chambers to the City of Rancho Cucamonga Environmental Program Manager. The land owner shall maintain on a regular basis all best management practices (BMP"s) as described in the Storm Water Quality Management Plan (WQMP) prepared for the subject project. All costs associated with the underground infiltration chamber are the responsibility of the land owner. 27. The land owner shall provide an inspection report on a biennial basis for the structural storm water treatment devices, commonly referred to as BMPs, to the City of Rancho Cucamonga Environmental Program Manager. The land owner shall maintain on a regular basis as described in the Storm Water Quality Management Plan prepared for the subject project. All costs associated with the underground infiltration chamber are the responsibility of the land owner. 28. The Site and Drainage Plan in the final project-specific Water Quality Management Plan shall show the locations of all roof downspout drains. if required for storm water quality purposes, the downspouts shall include filters. 29. The final project-specific water quality management plan (WQMP) shall include executed maintenance agreements along with the maintenance guidelines for all proprietary structural storm water treatment devices (BMP's). In the event the applicant cannot get the proprietary device maintenance agreements executed prior to issuance of a grading permit, the applicant is required to submit a letter to be included within the WQMP document, and scanned and pasted onto the Site and Drainage Plan which states that prior to issuance of a certificate of occupancy with applicant shall enter into a contract for the maintenance of the proprietary storm water treatment device. If the proprietary storm water treatment device is part of a residential subdivision, prior to the sale of the residential lot, the developer shall include maintenance agreement(s) as part of the sale of the residential lot to the buyer. A copy of the maintenance agreements to be included in the sale of the property shall be included within the WQMP document. 30. Prior to issuance of a grading permit and approval of the project specific water quality management plan all private storm water catch basin inlets shall include insert filters to capture those pollutants of concern as addressed in the in the final project-specific water quality management plan (WQMP). At a minimum catch basin insert filters to capture trash and other floating debris. All catch basin insert filters shall be maintained on a regular basis as described in the "Inspection and Maintenance Responsibility for Post Construction BMP" section of the final project-specific water quality management plan. www.CityofRC.us Printed:4/1/2021 Page 14 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 31. Prior to issuance of a grading permit the Final Project-Specific Water Quality Management Plan shall include a completed copy of "Worksheet H: Factor of Safety and Design Infiltration Worksheet" located in Appendix D "Section VII — Infiltration Rate Evaluation Protocol and Factor of Safety Recommendations, ..." of the San Bernardino County Technical Guidance Document for Water Quality Management Plans. The infiltration study shall include the Soil Engineer's recommendations for Appendix D, Table VII.3: Suitability Assessment Related Considerations for Infiltration Facility Safety Factors". 32. Prior to approval of the final project-specific water quality management plan the applicant shall have a soils engineer prepare a project-specific infiltration study for the project for the purposes of storm water quality treatment. The infiltration study and recommendations shall follow the guidelines in the current adopted "San Bernardino County Technical Guidance Document for Water Quality Management Plans". 33. Prior to the issuance of a certificate of occupancy by the Building Official, or his designee, the civil engineer of record shall file a Water Quality Management Plan (WQMP) Post Construction Storm Water Treatment Devices As-Built Certificate with the Environmental Programs Coordinator, City of Rancho Cucamonga Engineering Services Department. 34. As the use of drywells are proposed for the structural storm water treatment device, to meet the infiltration requirements of the current Municipal Separate Storm Sewers Systems (MS4) Permit, adequate source control and pollution prevention control BMPs shall be implemented to protect groundwater quality. The need for pre-treatment BMPs such as sedimentation or filtration shall be evaluated prior to infiltration and discussed in the final project-specific Water Quality Management Plan document. www.CityofRC.us Printed:4/1/2021 Page 15 of 16 Project#: DRC2020-00318 DRC2020-00319, DRC2020-00321, DRC2020-00397 Project Name: Foothill Vineyard Plaza Location: 8841 FOOTHILL BLVD - 020721142-0000 Project Type: Design Review Conditional Use Permit, Uniform Sign Program Modification, Variance ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 35. GROUND WATER PROTECTION: Prior to approval of the final project specific water quality management plan (WQMP), the WQMP document shall meet the requirements of the State Water Resources Control Board Order No. R8-2010-0036 (NPDES No. CAS 618036), the San Bernardino County Municipal Separate Storm Sewers Separation (MS4) Permit reads: Section XI.D(Water Quality Management Plan Requirements).8(Groundwater Protection): Treatment Control BMPs utilizing infiltration [exclusive of incidental infiltration and BMPs not designed to primarily function as infiltration devices (such as grassy swales, detention basins, vegetated buffer strips, constructed wetlands, etc.)] must comply with the following minimum requirements to protect groundwater: a. Use of structural infiltration treatment BMPs shall not cause or contribute to an exceedance of ground water quality objectives. b. Source control and pollution prevention control BMPs shall be implemented to protect groundwater quality. The need for pre-treatment BMPs such as sedimentation or filtration should be evaluated prior to infiltration. c. Adequate pretreatment of runoff prior to infiltration shall be required in gas stations and large commercial parking lots. (NOTE: The State Water Quality Control Board defines a large commercial parking lot as `100,000 sq. ft. or more of commercial development to include parking lot (with 100 or more vehicle traffics), OR, by means of 5,000sgft or more of allowable space designated for parking purposes'). d. Unless adequate pre-treatment of runoff is provided prior to infiltration structural infiltration treatment BMPs must not be used for areas of industrial or light industrial activity{77), areas subject to high vehicular traffic (25,000 or more daily traffic); car washes; fleet storage areas; nurseries; or any other high threat to water quality land uses or activities. e. Class V injection wells or dry wells must not be placed in areas subject to vehicular{78} repair or maintenance activities{79}, such as an auto body repair shop, automotive repair shop, new and used car dealership, specialty repair shop (e.g., transmission and muffler repair shop) or any facility that does any vehicular repair work. f. Structural infiltration BMP treatment shall not be used at sites that are known to have soil and groundwater contamination. g. Structural infiltration treatment BMPs shall be located at least 100 feet horizontally from any water supply wells. h. The vertical distance from the bottom of any infiltration structural treatment BMP to the historic high groundwater mark shall be at least 10-feet. Where the groundwater basins do not support beneficial uses, this vertical distance criteria may be reduced, provided groundwater quality is maintained. i. Structural infiltration treatment BMPs shall not cause a nuisance or pollution as defined in Water Code Section 13050. 36. Prior to issuance of a grading permit the precise grading and drainage plan shall follow the format provided in the City of Rancho Cucamonga handout "Information for Grading Plans and Permit". www.CityofRC.us Printed:4/1/2021 Page 16 of 16