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HomeMy WebLinkAbout2024-10-01 - Agenda Packet OCTOBER 1, 2024- 6:00 P.M. DESIGN REVIEW COMMITTEE MEETING AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 A. Call to Order Roll Call: Vice Chairman Al Boling Commissioner James Daniels B. Public Communications This is the time and place for the general public to address the Committee on any item listed or not listed on the agenda. The Committee may not discuss any issue not included on the agenda but set the matter for a subsequent meeting. C. Consent Calendar C1. Consideration to adopt Meeting Minutes of September 17, 2024. D. Project Review Items D1. ENVIRONMENTAL ASSESSMENT, TENTATVIE MAP, DESIGN REVIEW & VARIANCE – GRAND PACIFIC COMMUNITIES – A request to subdivide approximately 1.7 acres of land into 8 numbered and 4 lettered lots including site plan and design review of 8 duplexes (16 units total), and a variance to reduce the required streetscape setback for a site located between 19th and Hamilton Streets east of Hermosa Avenue in the Medium Residential (M) Zone; APN: 1076-121-03 (Tentative Tract Map SUBTT20662, Design Review DRC2023- 00363, and Variance DRC2024-00300). The project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development Projects. D2. ENVIRONMENTAL ASSESSMENT, DESIGN REVIEW AND CONDITIONAL USE PERMIT – GORRE ARCHITECHTS FOR CAL BOX - A request for site plan and architectural review of 45,993 square foot addition to an existing 98,406 square foot industrial building and a Conditional Use Permit to operate a manufacturing use over 50,000 square feet located on approximately 7.7 acres of land within Mixed Employment 2 (ME2) Zone, located on the east side of Toronto Avenue where it terminates into the BNSF/Metrolink right of way; APN: 0209- 401-05. (Design Review DRC2023-00379 and Conditional Use Permit DRC2024-00288). The project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development Projects. Page 2 of 2 If you need special assistance or accommodations to participate in this meeting, please contact the Planning Department at (909) 477-2750. Notification of 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility. Listening devices are available for the hearing impaired. E. Adjournment The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment time. If items go beyond that time, they shall be heard only with the consent of the Committee. I, Elizabeth Thornhill, Executive Assistant of the City of Rancho Cucamonga, or my designee, hereby certify that a true, accurate copy of the foregoing agenda was posted seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City’s website. Design Review Committee Meeting Agenda September 17, 2024 DRAFT MINUTES Rancho Cucamonga, CA 91730 New Time: 6:00 p.m. A. Call to Order The meeting of the Design Review Committee held on September 17, 2024. The meeting was called to order by Sean McPherson, Staff Coordinator, at 6:00 p.m. Design Review Committee members present: Vice Chairman Boling and Commissioner Diaz Staff Present: Bond Mendez, Associate Planner B. Public Communications Staff Coordinator opened the public communication and after noting there were no public comments, closed public communications. C. Consent Calendar C1. Consideration to adopt Meeting Minutes of September 3, 2024. Item C1. Motion carried 2-0 vote. D. Project Review Items D1. ENVIRONMENTAL ASSESSMENT, DESIGN REVIEW, TENTATIVE PARCEL MAP – RIGHT TIME DEVELOPMENT - A request for site plan and architectural review of 18 multi-family units and a tentative map for condominium purposes located on approximately 1.3 acres of land within the Medium (M) Residential zone, located on the northwest corner of Arrow Route and Manola Place; APNs: 0207-201-24, -10, -11. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) under CEQA Section 15332 (SUBTPM20738, Design Review DRC2023-00131). Staff presented the item to the Design Review Committee. The DRC complimented the project design overall and asked for clarification on a few items. Committee member Boling asked for clarification on inquiries for development and connectivity to the vacant property to the west of the project site. Boling also requested clarification on enforcement and management of private parking violations. The applicant responded and confirmed that the HOA is responsible for parking management. Committee member Diaz asked for clarification on the tot lot and to confirm if playground equipment will be included. The applicant confirmed and stated that passive grass areas will be included as well. Both committee members commended the applicant for a thoughtful and well-designed project. The Design Review Committee voted to move the project forward to the Planning Commission with a recommendation of approval. The Committee took the following action: Recommend approval to PC. 2-0 Vote. D2. ENVIRONMENTAL ASSESSMENT AND DESIGN REVIEW – LEWIS MANAGEMENT CORP - A request for site plan and architectural review of 75 multi-family units located on approximately 3.18 acres of land within Planning Area N-12 in the Core Living (CL) Placetype of the Resort North Specific Plan, located north of 6th Street, south of the BNSF/Metrolink right of way, and west of Milliken Avenue; APN: 0209-272-20. (Design Review DRC2023- 00360). Pursuant to the California Environmental Quality Act (CEQA), the City certified an Environmental Impact Report (EIR) (SCH No. 2015041083) on May 18, 2016, in connection with the City’s approval of General Plan Amendment DRC2015-00114, Specific Plan Amendment DRC2015-00040, and Development Code Amendment DRC2015- 00115. Pursuant to CEQA Guidelines Section 15162, no subsequent or supplemental EIR is required in connection with subsequent discretionary approvals of the same project. Staff presented two items from the Lewis Management Corp. team as one presentation to the Design Review Committee. The two items are two separate planning areas, N12 (DRC2023- 00360) and N14 (DRC2023-00331), both within the Resort North Specific Plan. Regarding Planning Area N-12 (DRC2023-00360), the DRC asked for clarification on a few items. Committee member Diaz asked for clarification on the “community boxes” to which the applicant confirmed these are mailboxes and bulletin boards for community events. Diaz also requested clarification on the availability of recreational space within the project site. The applicant responded and confirmed that the overall Resort Specific Plan area will provide multiple locations for recreation and amenities. Committee member Boling asked if the applicant may consider including little free libraries throughout the community. Regarding Planning Area N-14 (DRC2023-00331), Boling discussed the juxtaposition of the roof style and the contemporary style for N-14 and the related parapet roofs. The Committee voted to move forward with Planning Area N12 to the Planning Commission with a recommendation of approval. The Committee took the following action: Recommend approval to PC. 2-0 Vote. D3. ENVIRONMENTAL ASSESSMENT AND DESIGN REVIEW – LEWIS MANAGEMENT CORP - A request for site plan and architectural review of 84 multi-family units located on approximately 3.4 acres of land within Planning Area N-14 in the Village Neighborhood (VN) Placetype of the Resort North Specific Plan, located north of 6th Street, south of the BNSF/Metrolink right of way, and west of Milliken Avenue; APN: 0209-272-20. (Design Review DRC2023-00331). Pursuant to the California Environmental Quality Act (CEQA), the City certified an Environmental Impact Report (EIR) (SCH No. 2015041083) on May 18, 2016, in connection with the City’s approval of General Plan Amendment DRC2015-00114, Specific Plan Amendment DRC2015-00040, and Development Code Amendment DRC2015- 00115. Pursuant to CEQA Guidelines Section 15162, no subsequent or supplemental EIR is required in connection with subsequent discretionary approvals of the same project. As mentioned, this item was presented along with the previous Agenda Item (D2). Following the presentation and discussion, the Committee made a separate motion to move forward with Planning Area N14 with the direction to the applicant to further analyze topic of the consistency between hip roof and parapets on the contemporary style buildings. The Committee took the following action: Recommend approval to PC. 2-0 Vote. E. Adjournment Principal Planner Sean McPherson adjourned the meeting at 7:20 p.m. DESIGN REVIEW COMMENTS October 1, 2024 6:00 p.m. Tabe van der Zwaag, Associate Planner ENVIRONMENTAL ASSESSMENT, TENTATVIE MAP, DESIGN REVIEW & VARIANCE – GRAND PACIFIC COMMUNITIES – A request to subdivide approximately 1.7 acres of land into 8 numbered and 4 lettered lots including site plan and design review of 8 duplexes (16 units total), and a variance to reduce the required streetscape setback for a site located between 19th and Hamilton Streets east of Hermosa Avenue in the Medium Residential (M) Zone; APN: 1076-121- 03 (Tentative Tract Map SUBTT20662, Design Review DRC2023-00363, and Variance DRC2024-00300). The project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development Projects. Site Characteristics: The “double frontage” lot is located between 19th and Hamilton Streets, east of Hermosa Avenue, and is approximately 335 feet along the north and south property lines and 224 feet along the east and west property lines. The site slopes from north to south from approximately 1,437 feet at the northwest corner of the property and 1,429 feet at the southeast property, for a grade change of approximately 8 feet. The site is developed with a single-family residence that will be removed with the development of the site. The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent properties are as follows: Project Design and Layout: The project comprises 8 two-story duplexes on 8 individual lots accessed by a new north-south public street connecting 19th and Hamilton Streets. The tentative map will include 8 numbered lots for residential purposes and 4 lettered lots for open space/WQMP purposes. Each duplex includes individual driveways separated by a landscape strip serving two-car garages. The existing coastal oak tree along the north property line has been determined to not be a good candidate for relocation and will be replaced along the 19th Street frontage with a 60-inch box coastal oak tree. Land Use General Plan Zoning Site SFR/Vacant Land Suburban Neighborhood Low Medium Residential (M) North Single-Family Residences Suburban Neighborhood Very Low Low Residential (L) South School General Open Space and Facilities Parks (P) East Single-Family Residence Suburban Neighborhood Low Medium Residential (M) West Single-Family Residences Suburban Neighborhood Low Medium Residential (M) DRC COMMENTS DR DRC2023-00363– GRAND PACIFIC COMMUNITIES October 1, 2024 Page 2 Figure 1: Site/Landscape Plan Architecture: The residences will have a contemporary design theme will include variation in the application of finish materials and color. Building materials include stucco, wood-look vertical and horizontal siding, metal railings, and architecturally compatible garage doors. The footprint of the units on the center two lots on either side of the new street are flipped to provide visual interest along the streetscape. Figure 2: Street Scene DRC COMMENTS DR DRC2023-00363– GRAND PACIFIC COMMUNITIES October 1, 2024 Page 3 Unit Composition and Floor Plans: The project is comprised of 16 two-story four-bedroom units with living on the first floor and bedrooms on the second floor. Each unit includes private front and rear yards. The table below summarizes the number of residential units and square feet of commercial lease area: UNIT SUMMARY Residential Unit Type Unit Size (SF - Net) Number of Units 4 Bedroom 1,958 SF 6 4 Bedroom 2,564 SF 10 Total Number of Units 16 Compliance with Development Standards: The project was designed in compliance with development requirements for the Medium Residential (M) Zone as outlined in Development Code Table 17.36.010-1B as shown in the following table except for streetscape setback from 19th Street: COMPLIANCE TABLE Development Standard Required Proposed Complies Density 8 to 14 DU/AC 14 DU/AC YES Lot Size 4,000 SF 5,300 – 6,166 SF Yes Streetscape Setback (19th Street) 45 Feet (Building and Wall) 40 Feet - 4 Inches (House) 33 Feet – 3.5 Inches (Wall) Yes* Front Setback 27 Feet 27 Feet YES Side yard Setback (Interior) 5 Feet 5 Feet YES Side yard Setback (Corner) 17 Feet 31 Feet (Min) YES Rear Yard 15 Feet 15 Feet – 2 Inches YES DRC COMMENTS DR DRC2023-00363– GRAND PACIFIC COMMUNITIES October 1, 2024 Page 4 Building Height 35 Feet Max 30 Feet YES Lot Coverage 50 Percent Under 50 Percent YES *With approval of Variance reducing required streetscapes setback. Variance: The project includes a Variance to reduce the required streetscape setback. Development Code Table 17.36.010-3 (Residential Streetscape and Wall Setback Standards) requires a 45-foot building and wall streetscape setback for streets classified as Collector/Bicycle Corridors within the Medium (M) Zone. General Plan Figure M-3 (Layered Roadway Network) classifies 19th Street as a Bicycle Corridor. The proposed building and wall streetscape setbacks along 19th street is 40 feet – 4 inches and 33 feet – 3.5 inches, respectively. The reduction is the streetscape building and wall setback is necessary to install the required storm water filtration system along the south property line, which pushes the residential lots northward. Parking: The proposed 4-bedroom duplex units are required to provide 2.5 parking spaces (2 covered spaces in a garage or carport) and 1 guest parking space per three units. Each unit provides 2 garage spaces and two driveway spaces. Neighborhood Meeting: The applicant hosted a neighborhood meeting across Hamilton Avenue from the project site at the Deer Canyon Elementary School at 6:00 p.m. on September 24, 2024. Property owners within 660 feet of the project site were sent notice of the meeting. Approximately 20 community members attended the meeting along with the applicant’s team and the project planner. The applicant’s team presented the project and opened the meeting to questions. The majority of the questions related to traffic and parking, with additional comments related to unit size, drainage and architecture. The major concern was how the project would impact parking which is already impacted by pickup and drop-off of students at the school located south of the project site on Hamilton Street. The applicant stated that each unit would provide two enclosed parking spaces in the garages and two spaces in the driveway, along with space for approximately 6 vehicles along the new public street. The meeting ended at approximately 7:15 p.m. Staff Recommendation: Staff supports the project as it is well designed and meets a need in the City for for-sale residences. The site layout provides a single-family design aesthetic, including providing private front and rear yards that will become part of the surrounding neighborhood. The layout also increases vehicle and pedestrian connectivity in the surrounding area by connecting two existing public streets (19th Street and Hamilton Street). Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below: ☒Recommend Approval of the design of the project as proposed by the applicant. ☐Recommend Approval with Modifications to the design of the project by incorporating DRC COMMENTS DR DRC2023-00363– GRAND PACIFIC COMMUNITIES October 1, 2024 Page 5 revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ☐Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director / Planning Commission. ☐Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Principal Planner Exhibit A – Project Plans S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 7/31/2024 6:44:41 PM A-1.1 Hamilton Heights COVER SHEET PROJECT DATA Checker Author 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 PROJECT DATA ADDRESS: 10235 19TH STREET, RANCHO CUCAMONGA, CA 91701 APN NUMBER: 1076-121-03 TENTATIVE TRACT MAP NO. 20662 ZONING: M (MEDIUM) RESIDENTIAL TYPE OF CONSTRUCTION: VB BUILDING STORIES: 2 BUILDING HEIGHT 35' MAX. REQ. +/-31' PROVIDED FIRE SPRINKLERS: YES NFPA 13D OCCUPANCY GROUPS: R-3/ U PROJECT DESCRIPTION: SINGLE FAMILY DUPLEX HOMES. 2 STORIES, 8 BUILDINGS, 16 UNITS. LOT AREA: 52,689 SF. PARKING: 2 PER UNIT X (16) = 32 REQUIRED 2 GARAGE SPACES X (16) = 32 PROVIDED MIN. DWELLING UNIT SIZE 1,000 SF. REQ. OVER 2,000 SF. PROVIDED CODE SUMMARY: ALL WORK PERTAINING TO ALL MATERIALS SUPPLIED FOR EXECUTING AND COMPLETING THIS CONTRACT SHALL COMPLY WITH PROVISIONS SPECIFIED IN THE CONTRACT DOCUMENTS AND WITH ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES GOVERNING WORK INCLUDING BUT NOT LIMITED TO THOSE OF: 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE (CALGREEN) VICINITY MAP: OWNER/ DEVELOPER: GRAND PACIFIC COMMUNITIES 100 N. BARRANCA, SUITE 950 WEST CONVINA CA 91791 PHONE: (949) 660-8988 CONTACT NAME: RICHARD CHOU CONTACT EMAIL: rcho@gpcus.com CONTACT NAME: MIKE MCDANIEL CONTACT EMAIL: mmcdaniel@gpcus.com ARCHITECT: CREATIVE DESIGN ASSOCIATES 150 EL CAMINO REAL #112 TUSTIN, CA. 92780 PHONE: (714) 832-5100 CONTACT NAME: KENNETH PANG CONTACT EMAIL: kpang@cdapdg.com CONTACT NAME: ALI HAMMOUD CONTACT EMAIL: ahammoud@cdapdg.com CIVIL ENGINEER: ALLARD ENGINERING 16866 SEVILLE AVENUE FONTANA, CA 92335 PHONE: (909) 356-1815 CONTACT NAME: RAY ALLARD CONTACT EMAIL: rallard@allardeng.com LANDSCAPE: SEGURA ASSOCIATES INC. P.O. BOX 964 LA VERNE, CA 91750 PHONE: (909) 624-2700 CONTACT NAME: TOM SEGURA CONTACT EMAIL: tsegura@segurla.com M.E.P.: GOUVIS ENGINEERING 15 STUDEBAKER IRVINE , CA 92618 PHONE: (949) 590-9005 CONTACT NAME: ROBERT GOMEZ CONTACT EMAIL: rgomez@gouvisgroup.com PROJECT DIRECTORY SITE PHOTO: LOT SUMMARY LOT # 01 UNIT TYPES: A&B BLDG 1, ELEVATION TYPE: 1 LOT SIZE: 6,161 SF. LOT # 02 UNIT TYPES: A&B BLDG 1, ELEVATION TYPE: 2 (MIRRORED) LOT SIZE: 5,970 SF. LOT # 03 UNIT TYPES: A&B BLDG 1, ELEVATION TYPE: 3 (MIRRORED)LOT SIZE: 5,970 SF. LOT # 04 UNIT TYPES: B&B BLDG 2, ELEVATION TYPE: 1 LOT SIZE: 5,300 SF. LOT # 05 UNIT TYPES: B&B BLDG 2, ELEVATION TYPE: 1 LOT SIZE: 5,332 SF. LOT # 06 UNIT TYPES: A&B BLDG 1, ELEVATION TYPE: 1 LOT SIZE: 5,970 SF. LOT # 07 UNIT TYPES: A&B BLDG 1, ELEVATION TYPE: 3 LOT SIZE: 5,970 SF. LOT # 08 UNIT TYPES: A&B BLDG 1, ELEVATION TYPE: 2 LOT SIZE: 6,004 SF. (6) UNIT TYPE A (10) UNIT TYPE B (16) TOTAL UNITS ELEVATION TYPES (2)BLDG 1, ELEVATION TYPE: 1 LOTS 1,6 (2)BLDG 1, ELEVATION TYPE: 2 LOTS 2,8 (2)BLDG 1, ELEVATION TYPE: 3 LOTS 3,7 (2)BLDG 2, ELEVATION TYPE: 1 LOTS 4,5 UNIT A 1ST FLOOR SF. 2ND FLOOR SF. 1ST & 2ND GARAGE SF. BALCONY SF. TOTAL FLOOR TOTAL 1,143 SF.1,421 SF.2,564 SF. 479 SF. 244 SF. 3,287 SF. UNIT B 1ST FLOOR SF. 2ND FLOOR SF. 1ST & 2ND GARAGE SF. BALCONY SF. TOTAL FLOOR TOTAL 764 SF.1,194 SF.1,958 SF. 435 SF. 79 SF.2,472 SF. UNIT A TOTAL SF. 3,287 X (6) UNITS = 19,722 SF. UNIT B TOTAL SF. 2,472 X (10) UNITS = 24,720 SF. TOTAL BUILDABLE SF. 44,442 SF. PROJECT SF. SUMMARY TABLE ARCHITECTURE SHEET INDEX Sheet Number Sheet Name A-1.1 COVER SHEET PROJECT DATA A-1.2 SITE PLAN A-1.3 OPEN SPACE CALCULATIONS A-1.4 3D VIEWS A-1.5 3D VIEWS A-2.1 BLDG 1 ELEVATIONS TYPE 1 A-2.2 BLDG 1 ELEVATIONS TYPE 1 A-2.3 BLDG 1 ELEVATIONS TYPE 2 A-2.4 BLDG 1 ELEVATIONS TYPE 2 A-2.5 BLDG 1 ELEVATIONS TYPE 3 A-2.6 BLDG 1 ELEVATIONS TYPE 3 A-2.7 BDLG 2 ELEVATIONS TYPE 1 A-2.8 BLDG 2 ELEVATIONS TYPE 1 A-2.9 ELEVATION MATERIALS A-3.1 BLDG 1 LEVEL 1 FLOOR PLANS A-3.2 BLDG 1 LEVEL 2 FLOOR PLANS A-3.3 BLDG 1 ROOF PLAN A-3.4 BLDG 2 LEVEL 1 FLOOR PLANS A-3.5 BLDG 2 LEVEL 2 FLOOR PLANS A-3.6 BLDG 2 ROOF PLAN A-4.1 BLDG 1 BUILDING SECTIONS A-4.2 BLDG 2 BUIDING SECTIONS CIVIL SHEET INDEX # SHEET NAME 1 TENTATIVE TRACT MAP 2 CONCEPTUAL GRADING PLAN 3 SECTIONS & WQMP EXHIBIT 4 SITE UTILIZATION MAP LANDSCAPE SHEET INDEX #SHEET NAME L1 OVERALL PLAN L-2 MATERIALS ELECTRICAL SHEET INDEX #SHEET NAME E-0.1 SHEET INDEX AND GENERAL NOTES E-0.2 DETAILS E-0.3 METER PEDESTAL SINGLE LINE DIAGRAM & PANEL SCHEDULE E-1.1 SITE LIGHTING PLAN E-1.2 PHOTOMETRIC PLAN E-1.3 LIGHTING SPECIFICATIONS HAMILTON HEIGHTS No. Description Date Exhibit A A5.3 A5.1 A5.13 2 1 A5.1 1 A5.2 1 A5.2 2 A5.3 2 15' SETBACK 15 ' - 2 1 / 2 " 20 ' - 0 " S E T B AC K 20 ' - 6 " STREET SIDE YARD TO BLDG 38' - 5 1/2" 15 ' - 0 " S E T B AC K 15 ' - 2 " LINE OF SETBACK STREET SIDE YARD TO BLDG 40' - 4" F R O N T Y A R D S E T B A C K 3 5' - 0" F R O N T Y A R D S E T B A C K 3 5' - 0" SE T B A C K 12 ' - 0 " C.L. OF STREET 17' - 0" F R O N T Y A R D S E T B A C K 2 7' - 0" LINE OF SETBACK C.L. OF STREET SIDEWALK 5' - 2" SETBACK 5' - 2"5' - 2" SETBACK 5' - 2"SETBACK 5' - 2" SETBACK 5' - 2" PROPERTY LINEPROPERTY LINE FRONT YAR D SETBACK 27' - 0 " 18 ' - 0 " 5' - 2 1/2" SETBACK 5' - 1" 5' - 3" SETBACK 5' - 1 1/2" 5' - 9" SETBACK 5' - 1 1/2" 17' - 0" 18 ' - 0 " SE T BA C K 12 ' - 0 " 20 ' S ET B A C K 20 ' - 5 " SIDEWALK SIDEWALK PROPERTY LINE PROPERTY LINE LOT 4 LOT 3 LOT 2 72' - 10"72' - 10"75' - 0"20' - 11 1/2" LOT 1 72' - 10"72' - 10"73' - 4 1/2"21' - 3" LOT 8LOT 7LOT 6LOT 5 5' - 0" 208 SF. 5' - 6" C. L . O F H A M I L T O N S T . C. L . O F 1 9 T H S T . LINE OF SETBACK LINE OF SETBACK UNIT A UNIT BUNIT AUNIT BUNIT AUNIT BUNIT B UNIT A UNIT BUNIT AUNIT BUNIT AUNIT BUNIT B UNIT B 1 11 1 1 2 3 3 3 3 3 3 3 5 5 1 1 5 1 2 3 3 3 3 3 3 3 3 T F R 12' - 0" E G E G E G SE T BA C K 5' - 2 " SE T B A C K 5' - 0 1 / 2 " 7 777 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 777 7 7 7 7 2' - 11" TRANSFORMER 8 T F R E G T F R E G TY P . L O T D E P T H 81 ' - 1 1 " 5 5 5 555 5 5 5 6 TY P . 10 ' - 0 " 7 TYP. 6 TYP. 6 TYP. 6 TYP. TY P . L O T D E P T H 81 ' - 1 1 " 9 TYP. 9 TYP. TY P . 10 ' - 0 " 5' - 2 " (E) POWER POLE 60 ' - 0 " 36 ' - 0 " 10 10 (E) LIGHT POLE (E) FIRE HYDRANT ACROSS THE STREET (E) FIRE HYDRANT ACROSS THE STREET (E) LIGHT POLE (E) LIGHT POLE VEHICULAR CIRCULATION VEHICULAR CIRCULATION 2 2 2 2 2 2 2 2 2 2 2 2 VEHICULAR CIRCULATION VEHICULAR CIRCULATION NEIGHBORING RESIDENCE NOT A PART OF THE SUBMITTAL NEIGHBORING RESIDENCE NOT A PART OF THE SUBMITTAL BLDG 2, ELEVATION TYPE 1 SHEET A-2.7 & A-2.8 BLDG 1, ELEVATION TYPE 2 (MIRRORED) SHEET A-2.3 & A-2.4 BLDG 1, ELEVATION TYPE 3 (MIRRORED) SHEET A-2.5 & A-2.6 BLDG 1, ELEVATION TYPE 1 SHEET A-2.1 & A-2.2 BLDG 1, ELEVATION TYPE 1 SHEET A-2.1 & A-2.2 BLDG 2, ELEVATION TYPE 1 SHEET A-2.7 & A-2.8 BLDG 1, ELEVATION TYPE 3 SHEET A-2.5 & A-2.6 NEIGHBORING RESIDENCE NOT A PART OF THE SUBMITTAL BLDG 1, ELEVATION TYPE 2 SHEET A-2.3 & A-2.4 11' - 7"12' - 0" 3 7 22 7 77 7 77 TYP. 4' - 0"TY P . 6' - 0 " PEDESTRIAN CIRCULATION 777 PEDESTRIAN CIRCULATION 7777 7 77 7 PEDESTRIAN CIRCULATIONPEDESTRIAN CIRCULATION 7 UNIT B SE T B A C K 27 ' - 2 1 / 2 " BALCONY ABOVE 20 ' S ET B A C K 20 ' - 5 " 12 ' - 0 " 18 ' - 0 " BALCONY ABOVE T R F 64' - 7" 65' - 2 1/2" 20' - 1" 20' - 2 1/2" STREET SIDE YARD 37' - 6" STREET SIDE YARD 37' - 5" LOT C LOT D LOT B LOT A 20 ' S ET B A C K 20 ' - 6 " 18 ' - 0 " SE T BA C K 27 ' - 3 1 / 2 " 6' - 7 1/2" SIDE YARD TO FENCE 33' - 0" SIDE YARD TO FENCE 33' - 3 1/2" OPEN AREA CALCULATION T-TRASH BIN (BLACK) R-RECYCLING BIN (BLUE) F-FOOD BIN (GREEN) SIZE 64 GALLON T G E-ELECTRIC METER G-GAS METER 3' CLEARANCE A/C CONDENSING UNIT ON CONCRETE SLAB 2' CLEARANCE ALL SIDES XXX SF. LOT LINE E S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 7/31/2024 6:36:53 PM A-1.2 Hamilton Heights SITE PLAN KP BJ, AD, AH 2238 SD Grand Pacific Communities 10235 19TH STREET, RANCHO CUCAMONGA, CA 91701 1" = 20'-0"1 SITE PLAN LEGEND N SITE PLAN KEYNOTES note number note text 1 CONCRETE SIDEWALK 2 CONCRETE DRIVEWAY 3 CONCRETE WALKWAY 5 CMU WALL 6' HIGH 6 UTILITY METERS SEE LEGEND 7 LANDSCAPE 8 ELECTRICAL TRANSFORMER 9 TRASH BINS SEE LEGEND 10 A/C UNIT W/ CONCRETE PAD NOTES: 1. DIMENSIONS ARE TO BUILDING FACE OF STUD 2. REFER TO CIVIL PLANS FOR EXISTING SITE INFORMATION, GRADING, STREET IMPROVEMENTS, AND UNDERGROUND UTILITY INFORMATION. 3. REFER TO LANDSCAPE PLANS FOR LANDSCAPE INFORMATION 4. REFER TO ELECTRICAL PLANS FOR SITE LIGHTING SINGLE FAMILY RESIDENTIAL LOT DATA ZONE M (15) LAND USE REQUIREMENTS REQUIRED PROVIDED MIN. LOT AREA 4,000 SF MIN. 5,299 SF MIN. LOT WIDTH 45 FT MIN. 64'-4" MIN. LOT WIDTH (CORNER)50 FT MIN. 64'-4" MIN. LOT DEPTH 80 FT MIN. 81'-11" MIN. FRONTAGE 30FT MIN. 30'-0" MIN. DENSITY 8 DU/AC 13.33 DU/AC MAX. DENSITY 14 DU/AC 13.33 DU/AC YARD REQUIREMENTS REQUIRED MIN. PROVIDED FRONT YARD 27 FT 27 '-2" STREET SIDE YARD 17 FT 37'-5" SIDE YARD 5' EACH UNIT MINI. 5' EACH UNIT REAR YARD 15' 15'-2" GARAGE SETBACK 20 FT 20'-6" 19TH STREET SETBACK 35 FT 38'-5 1/2" TO BLDG (PER 17.36.010-3) 9TH STREET SETBACK 35 FT 33'-0" TO FENCE (PER 17.36.010-3) LOT COVERAGE COVERAGE ALLOWED BUILD. AREA LOT 1 6,161 X (50%)3,080 SF 2,985 SF LOT 2 5,970 X (50%)2,985 SF 2,985 SF LOT 3 5,970 X (50%)2,985 SF 2,985 SF LOT 4 5,300 X (50%)2,650 SF 2,650 SF LOT 5 5,332 X (50%)2,655 SF 2,650 SF LOT 6 5,970 X (50%)2,985 SF 2,985 SF LOT 7 5,970 X (50%)2,985 SF 2,985 SF LOT 8 6,004 X (50%)3,002 SF 2,985 SF MIN. PATIO/PORCH DEPTH 6' 6' SEE SHEET A-1.3 FOR OPEN SPACE CALCULATIONS No. Description Date LINE OF SETBACK C.L. OF STREET SIDEWALK LINE OF SETBACK SIDEWALK SIDEWALK SIDEWALK C. L . O F H A M I L T O N S T . C. L . O F 1 9 T H S T . LINE OF SETBACK LINE OF SETBACK PEDESTRIAN CIRCULATION PEDESTRIAN CIRCULATION PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE UNIT A UNIT BUNIT AUNIT BUNIT AUNIT BUNIT B UNIT B UNIT A UNIT BUNIT AUNIT BUNIT AUNIT BUNIT B UNIT B 15 ' - 2 " LOT 4 LOT 3 LOT 2 LOT 1 LOT 8LOT 7LOT 6LOT 5 72' - 10"72' - 10" 72' - 10"72' - 10"73' - 0 1/2"21' - 6 1/2" 74' - 10"21' - 1 1/2" 15 ' - 2 1 / 2 " 20' - 5" 1041 SF. 444 SF.440 SF. 1047 SF.1048 SF.930 SF. 349 SF.487 SF.324 SF.338 SF. 940 SF.1049 SF.1049 SF.1078 SF. 449 SF. 323 SF.440 SF.323 SF. 7' - 1" 5' - 5 1/2" 20' - 3"12' - 0"11' - 7" 323 SF. 454 SF. 446 SF. LOT A LOT B 394 SF. LOT D LOT C 348 SF. 64' - 7" 65' - 2 1/2" 1,504 SF.1547 SF. 1477 SF. 1547 SF. 345 SF. 60 ' - 0 " OPEN SPACE AREA S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 7/31/2024 6:38:19 PM A-1.3 Hamilton Heights OPEN SPACE CALCULATIONS KP BJ, AD, AH 2238 SD Grand Pacific Communities 10235 19TH STREET, RANCHO CUCAMONGA, CA 91701 1/16" = 1'-0"1 SITE PLAN OPEN SPACE OPEN SPACE CALCULATIONS: 35% OF TOTAL PROJECT AREA REQUIRED TOTAL LOT AREA: 52,689 SF. (1.2 ACRES) OPEN SPACE AT GROUND FLOOR LOT 01 -1,973 SF. LOT 02 -1,826 SF. LOT 03 -1,812 SF. LOT 04 -1,608 SF. LOT 05 -1,616 SF. LOT 06 -1,859 SF. LOT 07 -1,836 SF. LOT 08 -1,879 SF. LOT A -1,477 SF. LOT B -1,504 SF. LOT C -1,547 SF LOT D -1,547 SF TOTAL AT GROUND FLOOR: 20,484 SF. OPEN SPACE AT 2ND FLOOR BALCONY'S UNIT A -122 SF. X 6 UNITS = 732 SF. TOTAL AT BALCONY'S 732 SF. TOTAL OPEN SPACE 20,484 + 732 = 21,216 SF. 21,156 SF./ 52,689 SF. = 40.15% 40% PROVIDED > 35% REQUIRED LEGEND N No. Description Date S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:57:03 PM A-1.4 Hamilton Heights 3D VIEWS KP BJ 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 STREET VIEW FROM SOUTHEAST CORNER 19TH STREET VIEW No. Description Date NOTE: RENDERING IS CONCEPTUAL IN NATURE ONLY AND IS ARTISTIC PORTRAYAL OF THE PROJECT. PLEASE SEE PLANS FOR EXACT LANDSCAPING, FINISHES, ETC. S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:57:25 PM A-1.5 Hamilton Heights 3D VIEWS KP BJ 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 No. Description Date HAMILTON STREET VIEW NOTE: RENDERING IS CONCEPTUAL IN NATURE ONLY AND IS ARTISTIC PORTRAYAL OF THE PROJECT. PLEASE SEE PLANS FOR EXACT LANDSCAPING, FINISHES, ETC. LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" 9' - 1 " 1' - 3 " 9' - 1 " T.O. ROOF 30' -4 1/2" 10 ' - 1 1 1 / 2 " E1-01E1-03 E1-02 E1-03E1-04E1-05E1-04 E1-06 E1-07E1-08E1-03 E1-04 E1-08 E1-09 E1-10UNIT A UNIT B E1-02 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " E1-11 E1-03E1-01 E1-04E1-09 E1-04 E1-10 E1-02 UNIT A S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:31:19 PM A-2.1 Hamilton Heights ELEVATIONS TYPE 1 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 South 1/4" = 1'-0"2 West ELEVATION TYPE 1 KEYNOTES note number note text E1-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E1-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 16 SILVER GREY(57) BASE 200 OR EQUAL E1-03 VERTICAL FIBER CEMENT SIDING-NICHIHA-NICHIPANEL-CEDER COLOR: SW2845 BUNGLEHOUSE GREY OR EQUAL E1-04 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E1-05 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E1-06 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E1-07 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E1-08 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK E1-09 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR 4679 LIGHT GREY RANGE OR EQUAL E1-10 STUCCO CONTROL JOINT E1-11 DOWNSPOUT PAINT TO MATCH WALL COLOR No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 3' - 6 " E1-01E1-03 E1-04 E1-05E1-04E1-09 E1-02E1-04 E1-01 E1-03 E1-10 E1-05 E1-11 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 10 ' - 1 1 1 / 2 " 9' - 1 " 1' - 3 " 9' - 1 " E1-03 E1-04E1-02E1-03 E1-10 E1-01 E1-09 E1-11 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:39:59 PM A-2.2 Hamilton Heights BLDG 1 ELEVATIONS TYPE 1 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 North 1/4" = 1'-0"2 East ELEVATION TYPE 1 KEYNOTES note number note text E1-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E1-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 16 SILVER GREY(57) BASE 200 OR EQUAL E1-03 VERTICAL FIBER CEMENT SIDING-NICHIHA-NICHIPANEL-CEDER COLOR: SW2845 BUNGLEHOUSE GREY OR EQUAL E1-04 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E1-05 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E1-06 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E1-07 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E1-08 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK E1-09 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR 4679 LIGHT GREY RANGE OR EQUAL E1-10 STUCCO CONTROL JOINT E1-11 DOWNSPOUT PAINT TO MATCH WALL COLOR No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 10 ' - 1 1 1 / 2 " 9' - 1 " 1' - 3 " 9' - 1 " E2-04E2-02 E2-09 E2-03 E1-11E1-10 E2-02 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " E2-04E2-01 E2-02E2-03E2-05 E2-06 E2-07 E2-08 E2-09 E2-10E2-08 E2-02 E2-03E2-04 E2-04 E2-03 E2-11 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:41:32 PM A-2.3 Hamilton Heights BLDG 1 ELEVATIONS TYPE 2 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"2 West Type 2 1/4" = 1'-0"1 South Type 2 ELEVATION TYPE 2 KEYNOTES note number note text E2-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E2-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 434 FALLBROCK (42) BASE 200 OR EQUAL E2-03 VERTICAL FIBER CEMENT SIDING-NICHIHA-NICHIPANEL-CEDER COLOR: SW2846 ROYCROFT BRONZE GREEN OR EQUAL E2-04 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E2-05 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E2-06 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E2-07 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E2-08 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK E2-09 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR SCB 8827 TACOMA BLEND OR EQUAL E2-10 STUCCO CONTROL JOINT E2-11 DOWNSPOUT PAINT TO MATCH WALL COLOR No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 3' - 6 " 10 ' - 1 1 1 / 2 " E2-01E2-03E2-05 E2-09E2-02E2-04 E2-04 E2-02 E2-04 E2-05 E2-01 E2-10 E2-11 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 10 ' - 1 1 1 / 2 " 9' - 1 " 1' - 3 " 9' - 1 " E2-01 E2-03E2-09 E2-02E2-04 E2-04E2-04E2-03 E2-10E2-11 E2-02 E2-01 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:42:11 PM A-2.4 Hamilton Heights BLDG 1 ELEVATIONS TYPE 2 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 North Type 2 1/4" = 1'-0"2 East Type 2 ELEVATION TYPE 2 KEYNOTES note number note text E2-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E2-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 434 FALLBROCK (42) BASE 200 OR EQUAL E2-03 VERTICAL FIBER CEMENT SIDING-NICHIHA-NICHIPANEL-CEDER COLOR: SW2846 ROYCROFT BRONZE GREEN OR EQUAL E2-04 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E2-05 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E2-06 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E2-07 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E2-08 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK E2-09 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR SCB 8827 TACOMA BLEND OR EQUAL E2-10 STUCCO CONTROL JOINT E2-11 DOWNSPOUT PAINT TO MATCH WALL COLOR No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " E3-01E3-03E3-05 E3-02E3-04 E3-02E3-03E3-09 E3-06 E3-07E3-10E3-08 E3-11 E3-08 E3-04 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " E3-01 E3-02E3-03E3-09 E3-04 E3-10 E3-11 E3-02 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:43:12 PM A-2.5 Hamilton Heights BLDG 1 ELEVATIONS TYPE 3 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 South Type 3 1/4" = 1'-0"2 West Type 3 ELEVATION TYPE 3 KEYNOTES note number note text E3-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E3-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 81588 MORNING SIDE (30) BASE 100 OR EQUAL E3-03 VERTICAL FIBER CEMENT SIDING-NICHIHA-VINTAGEWOOD-COLOR: CEDER OR EQUAL E3-04 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E3-05 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E3-06 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E3-07 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E3-08 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK E3-09 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR 4679 LIGHT GREY RANGE OR EQUAL E3-10 STUCCO CONTROL JOINT E3-11 DOWNSPOUT PAINT TO MATCH WALL COLOR No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 3' - 6 " 10 ' - 1 1 1 / 2 " E3-01E3-03E3-05 E3-02E3-04 E3-09 E3-04 E3-05 E3-04 E3-10 E3-11 E3-01 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " E3-01E3-02E3-09 E3-04 E3-04 E3-03E3-03 E3-10E3-11 E3-01 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:43:47 PM A-2.6 Hamilton Heights BLDG 1 ELEVATIONS TYPE 3 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 North Type 3 1/4" = 1'-0"2 East Type 3 ELEVATION TYPE 3 KEYNOTES note number note text E3-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E3-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 81588 MORNING SIDE (30) BASE 100 OR EQUAL E3-03 VERTICAL FIBER CEMENT SIDING-NICHIHA-VINTAGEWOOD-COLOR: CEDER OR EQUAL E3-04 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E3-05 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E3-06 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E3-07 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E3-08 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK E3-09 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR 4679 LIGHT GREY RANGE OR EQUAL E3-10 STUCCO CONTROL JOINT E3-11 DOWNSPOUT PAINT TO MATCH WALL COLOR No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" 9' - 1 " 1' - 3 " 9' - 1 " T.O. ROOF 30' -4 1/2" 10 ' - 1 1 1 / 2 " E-01 E-07 E-11 E-12E-13 E-13UNIT A UNIT B E-05E-04 E-06E-08E-07 E-02E-09 E-10E-03 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " UNIT A E-01 E-05E-04 E-06E-08 E-07 E-03 E-10 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:24:55 PM A-2.7 Hamilton Heights BDLG 2 ELEVATIONS TYPE 1 KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 South 1/4" = 1'-0"2 West No. Description Date ELEVATION BLDG 2 KEYNOTES note number note text E-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 434 FALLBROCK (42) BASE 200 OR EQUAL E-03 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 81588 MORNING SIDE (30) BASE 100 OR EQUAL E-04 HORIZONTAL FIBER CEMENT SIDING-NICHIHA-VINTAGEWOOD-COLOR: CEDER OR EQUAL E-05 VERTICAL FIBER CEMENT SIDING-NICHIHA-NICHIPANEL-CEDER COLOR: SW2846 ROYCROFT BRONZE GREEN OR EQUAL E-06 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR SCB 8827 TACOMA BLEND OR EQUAL E-07 STUCCO CONTROL JOINT E-08 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E-09 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E-10 DOWNSPOUT PAINT TO MATCH WALL COLOR E-11 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E-12 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E-13 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 9' - 1 " 1' - 3 " 9' - 1 " 10 ' - 1 1 1 / 2 " E-01E-05 E-04E-06E-08 E-07 E-02E-09 E-10E-09E-08 E-07 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" 10 ' - 1 1 1 / 2 " 9' - 1 " 1' - 3 " 9' - 1 " E-01E-05E-06 E-08E-07 E-02 E-09E-10E-03 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 7:30:16 PM A-2.8 Hamilton Heights BLDG 2 ELEVATIONS TYPE 1 Checker Author 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 North 1/4" = 1'-0"2 East No. Description Date ELEVATION BLDG 2 KEYNOTES note number note text E-01 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 50 CRYSTAL WHITE OR EQUAL E-02 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 434 FALLBROCK (42) BASE 200 OR EQUAL E-03 3 COAT STUCCO-FINE SAND-LA HABRA STUCCO 81588 MORNING SIDE (30) BASE 100 OR EQUAL E-04 HORIZONTAL FIBER CEMENT SIDING-NICHIHA-VINTAGEWOOD-COLOR: CEDER OR EQUAL E-05 VERTICAL FIBER CEMENT SIDING-NICHIHA-NICHIPANEL-CEDER COLOR: SW2846 ROYCROFT BRONZE GREEN OR EQUAL E-06 CONCRETE TILE ROOF -EAGLE ROOFING-BEL AIR SCB 8827 TACOMA BLEND OR EQUAL E-07 STUCCO CONTROL JOINT E-08 JELD-WEN BUILDERS VINYL WINDOWS AND PATIO DOORS EXTERIOR COLOR-BRONZE OR EQUAL E-09 METAL GUARDRAIL-COLOR: SW2844 ROYCROFT MIST GRAY OR EQUAL E-10 DOWNSPOUT PAINT TO MATCH WALL COLOR E-11 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-WHITE E-12 COPLAY CANYON RIDGE MODERN-PLANK LONG WINDOWS DOWN SIDE COLOR-BRONZE E-13 FRONT ENTRY DOOR-MP-NARROW LITE ENTRY DOOR-FROSTED GLASS-COLOR: WHITE OR BLACK S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:27:27 PM A-2.9 Hamilton Heights ELEVATION MATERIALS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 ENTRY DOOR: MP DOORS NARROW LITE COLORS: BLACK OR WHITE SINGLE HUNG WINDOW MANUFACTURE: JELD WEN MODEL: BUILDERS VINYL (V-2500) COLORS: EXTERIOR FINISH -BRONZE INTERIOR FINISH -WHITE SLIDING PATIO DOOR MANUFACTURE: JELD WEN MODEL: BUILDERS VINYL COLORS: EXTERIOR FINISH -BRONZE INTERIOR FINISH -WHITE SLIDING WINDOW MANUFACTURE: JELD WEN MODEL: BUILDERS VINYL (V-2500) COLORS: EXTERIOR FINISH -BRONZE INTERIOR FINISH -WHITE 3 COAT STUCCO: MANUFACTURE: LA HABRA FINE SAND FINISH COLOR: 16 SILVER GREY (57) BASE 200 OCCURS AT ELEVATION TYPE 1 3 COAT STUCCO: MANUFACTURE: LA HABRA FINE SAND FINISH COLOR: 50 CRYSTAL WHITE (79) BASE 100 OCCURS AT ALL ELEVATIONS 3 COAT STUCCO: MANUFACTURE: LA HABRA FINE SAND FINISH COLOR: 81588 MORNING SIDE (30) BASE 100 OCCURS AT ELEVATION TYPE 3 3 COAT STUCCO: MANUFACTURE: LA HABRA FINE SAND FINISH COLOR: 434 FALLBROOK (42) BASE 200 OCCURS AT ELEVATION TYPE 2 GARAGE DOOR MANUFACTURE: CANYON RIDGE MODEL: MODERN PLANK W/ WINDOW COLORS: BRONZE OR WHITE ROOFING MANUFACTURE: EAGLE ROOFING PROFILE: BEL AIR 4679 COLOR: LIGHT GREY RANGE ROOFING MANUFACTURE: EAGLE ROOFING PROFILE: BEL AIR SCB 8827 COLOR: TACOMA BLEND HORIZONTAL SIDING MANUFACTURE: NICHIHA TYPE: VINTAGE WOOD COLOR: CEDAR OCCURS AT ELEVATION TYPE 3 VERTICAL SIDING MANUFACTURE: NICHIHA TYPE: CEDAR COLOR: ROYCROFT BRONZE GREEN SW 2846 OCCURS AT ELEVATION TYPE 2 HORIZONTAL METAL GUARDRAIL COLOR: ROYCROFT MIST GRAY SW 2844 ALUMINUM DOWNSPOUT COLOR: PAINT TO MATCH ADJACENT WALL COLOR VERTICAL SIDING MANUFACTURE: NICHIHA TYPE: CEDAR COLOR: SW2845 BUNGLEHOUSE GREY OR EQUAL OCCURS AT ELEVATION TYPE 1 NOTE: FOR ELEVATIONS SEE SHEETS A-2.1 -A-2.8 No. Description Date UP UP 10' - 0"4' - 6"20' - 10"0' - 2"20' - 10" 62' - 6" 46 ' - 4 " 0' - 6" 13 ' - 0 " 13 ' - 4 1 / 2 " 14 ' - 1 1 / 2 " 2' - 6 " 35' - 4" 5' - 0"GARAGE DOOR 16' - 0" UNIT A 34' - 10" 61' - 6" 0' - 6" UNIT B 26' - 6"0' - 2" 5' - 9"8' - 0"13' - 10"7' - 3" 4' - 0" 2' - 1 " 3' - 6 " 8' - 0 " 46 ' - 4 " 4' - 0"2' - 1" 2' - 6 " LIVING ROOM 1 DINING 2 KITCHEN 3 PANTRY 4 OFFICE 5 BATH 4 6 GARAGE 7ENTRY 8 CLOSET 9 UNIT A UNIT B 14'-0"X18'-0"9'-3"X18'-0" 10'X18' 9'-1"X12'-1" 9'-1"X5'-2" 2' - 0"2' - 3 1/2" GARAGE DOOR 16' - 0"2' - 0"2' - 3 1/2" 36 ' - 2 " 10 ' - 2 " 26 ' - 9 " 18 ' - 9 " 0' - 1 0 " 12 ' - 7 " 5' - 6 " 8' - 8 " 15 ' - 1 0 " 20 ' - 4 " 4' - 3 " 1' - 0 " 4' - 1 1 " 4' - 9"13' - 8"8' - 1" 3' - 7 " 2' - 6 " 11 ' - 0 " 20 ' - 2 " 5' - 2 " 4' - 5 " 2' - 0"4' - 2"4' - 10" 3' - 6 " 3' - 6" 2' - 1"3' - 8"4' - 6" 5' - 0 " 13' - 0" LIVING ROOM 22DINING ROOM 23 KITCHEN 24 POWDER 25CLOSET 26 ENTRY 27 GARAGE 28 CLOSET 29 12'-1"X19'-6" 13'-0"X10'-3" 13'-0"X10'-10" 20'X20' CLEAR20'X20' CLEAR 27' - 0" 6' - 2" 15' - 6 1/2" PORCH 6' - 0 " PORCH PATIO 10' - 0" CONCRETE PAD CONCRETE PAD BALCONY ABOVE BALCONY ABOVEBALCONY ABOVE WALL ABOVE 10'-3"X 6'-7" 12' - 1" 19' - 6" 20' - 0"5' - 10 1/2" 20' - 2" 20' - 0" 12' - 1 1/2" 9' - 1"4' - 10" 5' - 2 1/2" 18' - 0" 14' - 0"9' - 3 1/2" 10' - 3 1/2" 6' - 7" 10' - 10" 5' - 3" REF REF 10' - 1" 1 A-4.1 2 A-4.1 PATIO 10' - 0" 19' - 0"16' - 6" 1-HR WALL 1-HR WALL ELEVATION SHEET SCHEDULE ELEVATION TYPE 1 NORTH -1/A-2.2 EAST-2/A-2.2 SOUTH-1/A-2.1 WEST-2/A-2.1 ELEVATION TYPE 2 NORTH -1/A-2.4 EAST-2/A-2.4 SOUTH-1/A-2.3 WEST-2/A-2.3 ELEVATION TYPE 3 NORTH -1/A-2.6 EAST-2/A-2.6 SOUTH-1/A-2.5 WEST-2/A-2.5 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 7/31/2024 6:43:42 PM A-3.1 Hamilton Heights BLDG 1 LEVEL 1 FLOOR PLANS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 LEVEL 1 No. Description Date DN DN 35' - 4" 16' - 8"18' - 8" 46 ' - 4 " 3' - 4 " 38 ' - 4 " 4' - 8 " 14 ' - 5 " 8' - 8 " 15 ' - 3 " UNIT A 34' - 10" 18' - 3"16' - 7" 18' - 9" 6' - 5 " 7' - 9 " 6' - 5 1 / 2 " 5' - 1 1 / 2 " 12' - 7"11' - 1 1/2" 10' - 5"24' - 11" 10' - 5"6' - 2" 3' - 4 " 5' - 2" 2' - 6"13' - 9"2' - 6" 6' - 3"18' - 8" 2' - 4 " 10 ' - 1 1 / 2 " 12 ' - 7 " 10 ' - 7 " 2' - 8 1 / 2 " 5' - 9"5' - 6"3' - 0" 0' - 2" 0' - 2" 7' - 1"9' - 7" 4' - 0"6' - 11"4' - 5 1/2"3' - 3 1/2" M. BEDROOM 10 M. BATH 11 M. W.I.C. 12 BEDROOM 2 13 BATH 2 14 WIC 2 15 LAUNDRY 16 BEDROOM 3 17 WIC 3 18 BATH 3 19 BEDROOM 4 20 WIC 4 21 BALCONY 2 13'-0"X14'-8" 10'-2"X11'-0" 10'-0"X13'-10" 5'X9'-8" 10'-0"X10'-6" 12'-7"X13'-11" 6'-6"X8'-6" 46 ' - 4 " 1' - 2 " 62' - 6" 10' - 1"10' - 9" 15 ' - 1 0 " 25 ' - 5 " 6' - 3 " UNIT B 26' - 6"0' - 6" 3' - 6 " 5' - 2 " 12 ' - 2 1 / 2 " 15 ' - 4 1 / 2 " 10 ' - 0 1 / 2 " 5' - 6 1 / 2 " 13 ' - 0 " 6' - 1 0 1 / 2 " EQ.EQ.5' - 8"4' - 5" 3' - 0 " 4' - 7 1 / 2 " 9' - 1 " 8' - 8 1 / 2 " 2' - 6 " 11 ' - 0 " 2' - 4 " 8' - 1" 4' - 0" SH E L F UNIT A UNIT B 11' - 11"14' - 7" BALCONY 4' - 1" 9' - 10 1/2" 27' - 0" 20' - 10"6' - 2" 47 ' - 6 " 0' - 6" 35' - 4"27' - 0" 8' - 1" M. BEDROOM 30 M. BATH 31 M. W.I.C. 32 BEDROOM 2 33 BATH 2 34 W.I.C. 2 35BEDROOM 3 36 BEDROOM 4 37 BATH 3 38 LAUNDRY 39 14'-0"X15'-4" 10'-8"X9'-7" WD 7'-8"X5'-8" 10'-2"X5'-1" 10'-2"X12'-8" 9'-10"X10'-0" 9'-10"X12'-2" 11'-2"X5'-2" 10'-4"X7'-9" 13 ' - 1 1 1 / 2 " 4' - 4 1/2"6' - 5 1/2" 10' - 4" 14 ' - 8 1 / 2 " 13' - 0 1/2"10' - 2" 11 ' - 0 1 / 2 " 10' - 0 1/2" 10 ' - 6 1 / 2 " 5' - 1 1 / 2 " 4' - 0" 9' - 8 1 / 2 " 13 ' - 1 0 " 10' - 0 1/2" 5' - 0 1 / 2 " 4' - 2" 3' - 6 1 / 2 " 9' - 10" 5' - 10 1/2" 10' - 2 1/2" 12 ' - 8 1 / 2 " 6' - 1 1 / 2 " 10' - 2 1/2" 5' - 1 " 3' - 7" 4' - 1 1 " 11' - 3" 14' - 1 1/2"10' - 8" 9' - 7 " 5' - 8 1 / 2 " 1 A-4.1 2 A-4.1 11'-1"X5'-1" 11'-3"X4'-11" 1-HR WALL 1-HR WALL BALCONY 1 3' - 9 1 / 2 " ELEVATION SHEET SCHEDULE ELEVATION TYPE 1 NORTH -1/A-2.2 EAST-2/A-2.2 SOUTH-1/A-2.1 WEST-2/A-2.1 ELEVATION TYPE 2 NORTH -1/A-2.4 EAST-2/A-2.4 SOUTH-1/A-2.3 WEST-2/A-2.3 ELEVATION TYPE 3 NORTH -1/A-2.6 EAST-2/A-2.6 SOUTH-1/A-2.5 WEST-2/A-2.5 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:49:57 PM A-3.2 Hamilton Heights BLDG 1 LEVEL 2 FLOOR PLANS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 Level 2 No. Description Date ROOF TILE: FOR ELEVATION TYPES 1& 2 CONCRETE TILE ROOF-EAGLE ROOFING BELAIR 4679 LIGHT GRAY RANGE OR EQUAL FOR ELEVATION TYPES 1& 2 CONCRETE TILE ROOF-EAGLE ROOFING BELAIR SCB 8827 TACOMA BLEND OR EQUAL BALCONY BELOW BALCONY BELOW BALCONY BELOW 2 1/2" / 1'-0" 2 1 / 2 " / 1 ' - 0 " 2 1 / 2 " / 1 ' - 0 " 2 1 / 2 " / 1 ' - 0 " 2 1/2" / 1'-0" UNIT A UNIT B 1 A-4.1 2 A-4.1 SOLAR ZONE SOLAR ZONE SOLAR ZONE S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:50:20 PM A-3.3 Hamilton Heights BLDG 1 ROOF PLAN KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 ROOF PLAN No. Description Date UP 0' - 2"20' - 10" 46 ' - 4 " 0' - 6"26' - 6" UNIT B 2' - 1" GARAGE DOOR 16' - 0"2' - 4 1/2" 36 ' - 2 " 10 ' - 2 " 15 ' - 1 0 " 20 ' - 4 " 4' - 3 " 1' - 0 " 4' - 1 1 " 4' - 9"13' - 8"8' - 1" 3' - 7 " 2' - 6 " 11 ' - 0 " 20 ' - 2 " 5' - 2 " 2' - 0"4' - 2"4' - 10" 3' - 6 " 3' - 6" 2' - 1"3' - 8"4' - 6" 5' - 0 " 13' - 0" LIVING ROOM 22DINING ROOM 23 KITCHEN 24 POWDER 25CLOSET 26 ENTRY 27 GARAGE 28 CLOSET 29 12'-1"X19'-6" 13'-0"X10'-3" 13'-0"X10'-10" 20'X20' CLEAR 27' - 0" 6' - 2" 15' - 6 1/2" PORCH CONCRETE PAD BALCONY ABOVE WALL ABOVE 12' - 1" 19 ' - 6 " 20' - 0"5' - 10 1/2" 10 ' - 1 0 " 5' - 3 " REF 1 A-4.2 2 A-4.2 PA T I O 10 ' - 0 " 16' - 6" 1-HR WALL 1-HR WALL BALCONY ABOVE BALCONY ABOVE 0' - 0"20' - 11" 46 ' - 4 " UNIT B 2' - 1" GARAGE DOOR 16' - 0"2' - 4 1/2" 36 ' - 2 " 10 ' - 2 " 15 ' - 1 0 " 20 ' - 4 " 4' - 3 " 1' - 0 " 4' - 1 1 " 4' - 9"13' - 8"8' - 1" 3' - 7 " 2' - 6 " 11 ' - 0 " 27' - 0" 6' - 2" CONCRETE PAD WALL ABOVE PA T I O 10 ' - 0 " 16' - 6" 27' - 0"0' - 2"27' - 0" 26' - 6"0' - 6" LIVING ROOM 1 DINING ROOM 3 KITCHEN 2 POWDER 5 CLOSET 4 ENTRY 7 GARAGE 8 CLOSET 6 12'-1"X19'-6" 13'-0"X10'-3" 13'-0"X10'-10" 20'X20' CLEAR ELEVATION SHEET SCHEDULE ELEVATION TYPE 1 NORTH -1/A-2.8 EAST-2/A-2.8 SOUTH-1/A-2.7 WEST-2/A-2.7 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:36:36 PM A-3.4 Hamilton Heights BLDG 2 LEVEL 1 FLOOR PLANS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 LEVEL 1 No. Description Date DN 0' - 2" 46 ' - 4 " 1' - 2 " 10' - 1"10' - 9" 15 ' - 1 0 " 25 ' - 5 " 6' - 3 " UNIT B 26' - 6"0' - 6" 3' - 6 " 5' - 2 " 12 ' - 2 1 / 2 " 15 ' - 4 1 / 2 " 10 ' - 0 1 / 2 " 5' - 6 1 / 2 " 13 ' - 0 " 6' - 1 0 1 / 2 " 5' - 8"4' - 5" 3' - 0 " 4' - 7 1 / 2 " 9' - 1 " 8' - 8 1 / 2 " 2' - 6 " 11 ' - 0 " 2' - 4 " 8' - 1"4' - 0" UNIT B 11' - 11"14' - 7" BALCONY 4' - 1" 9' - 10 1/2" 27' - 0" 20' - 10"6' - 2" 47 ' - 6 " 27' - 0" M. BEDROOM 30 M. BATH 31 M. W.I.C. 32 BEDROOM 2 33 BATH 2 34 W.I.C. 2 35BEDROOM 3 36 BEDROOM 4 37 BATH 3 38 LAUNDRY 39 14'-0"X15'-4" 10'-8"X9'-7" WD 7'-8"X5'-8" 10'-2"X5'-1" 10'-2"X12'-8" 9'-10"X10'-0" 9'-10"X12'-2" 11'-2"X5'-2" 9' - 10" 5' - 10 1/2" 10' - 2 1/2" 12 ' - 8 1 / 2 " 6' - 1 1 / 2 " 10' - 2 1/2" 5' - 1 " 3' - 7" 4' - 1 1 " 11' - 3" 14' - 1 1/2"10' - 8" 9' - 7 " 5' - 8 1 / 2 " 1 A-4.2 2 A-4.2 11'-3"X4'-11" 1-HR WALL 1-HR WALL 4' - 4 1 / 2 " 46 ' - 4 " 15 ' - 1 0 " 25 ' - 5 " 6' - 3 " 5' - 6 1 / 2 " 13 ' - 0 " 6' - 1 0 1 / 2 " 3' - 0 " 4' - 7 1 / 2 " 9' - 1 " 8' - 8 1 / 2 " 2' - 6 " 11 ' - 0 " 2' - 4 " 47 ' - 6 " 26' - 6" 27' - 0" 14' - 6 1/2"11' - 11 1/2" 20' - 10" 27' - 0" 10' - 9"10' - 3" EQ 3' - 6"EQ 4' - 9"3' - 6"EQEQ 20' - 3 1/2" 6' - 2" 8' - 1"BALCONY M. BATH 10 BEDROOM 2 12 BEDROOM 3 15 BEDROOM 4 16 LAUNDRY 18 M. W.I.C. 11 M. BEDROOM 9 BATH 3 17 BATH 2 13 W.I.C. 2 14 BALCONY UNIT B 14'-0"X15'-4" 10'-8"X9'-7" 7'-8"X5'-8" 10'-2"X5'-1" 10'-2"X12'-8" 9'-10"X10'-0" 9'-10"X12'-2" 11'-2"X5'-2" BALCONY 10' - 6"3' - 0"3' - 0"10' - 6" ELEVATION SHEET SCHEDULE ELEVATION TYPE 1 NORTH -1/A-2.8 EAST-2/A-2.8 SOUTH-1/A-2.7 WEST-2/A-2.7 S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:36:46 PM A-3.5 Hamilton Heights BLDG 2 LEVEL 2 FLOOR PLANS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 Level 2 No. Description Date ROOF TILE: CONCRETE TILE ROOF-EAGLE ROOFING BELAIR SCB 8827 TACOMA BLEND OR EQUAL BALCONY BELOWBALCONY BELOW BALCONY BELOW UNIT B 1 A-4.2 2 A-4.2 SOLAR ZONE SOLAR ZONE SOLAR ZONE UNIT B 2 1 / 2 " / 1 ' - 0 " 2 1/2" / 1'-0" 2 1 / 2 " / 1 ' - 0 " 2 1 / 2 " / 1 ' - 0 " S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:43:23 PM A-3.6 Hamilton Heights BLDG 2 ROOF PLAN KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 ROOF PLAN No. Description Date LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" M. BEDROOM 10 M. BATH 11 BEDROOM 3 17 M. BATH 31 M. BEDROOM 30 LIVING ROOM 1 DINING 2 KITCHEN 3 KITCHEN 24 LIVING ROOM 22 UNIT A UNIT B 9' - 1 " 9' - 1 " 12 ' - 0 " 9' - 1 " A-4.1 3 Sim LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" BEDROOM 2 13 M. BEDROOM 10 ENTRY 8 LIVING ROOM 1 BALCONY 1 BALCONY 2 9' - 1 " 9' - 1 " 3' - 6 " 9' - 1 " 9' - 1 " 3' - 6 " A-4.1 3 Sim 1/4" SLOPE 2 " M I N . A T P A V I N G 4" M I N . A T F G . / FRAMING W/ PLYWOOD SHEATHING EXTERIOR FINISH: 3 COAT STUCCO SYSTEM 7/8" CEMENT PLASTER 0/ METAL LATH EXTERIOR (2) LAYERS OF 60 MINUTE GRADE D BUILDING PAPER 0' - 6 " SELF ADHEARED W.P. MEMBRANE O/ WEEP SCREED STUCCO WEEP SCREED FRY REGLET OR EQUAL PRESSURE TREATED SILL PLATE/WOOD LESS THAN 8 INCHES FROM EXPOSED EARTH AT CONCRETE WHERE OCCURS INTERIOR S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 12:50:33 PM A-4.1 Hamilton Heights BLDG 1 BUILDING SECTIONS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2 No. Description Date 1 1/2" = 1'-0"3 WALL- WEEP SCREED AT STUCCO LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" M. BATH 10 M. BATH 31 M. BEDROOM 30 KITCHEN 24 LIVING ROOM 22 UNIT BUNIT B 9' - 1 " 9' - 1 " A-4.2 3 Sim LIVING ROOM 1 KITCHEN 2 M. BEDROOM 9 LEVEL 1 0' -0" L1 TOP 9' -1" Level 2 10' -3 3/4" L2 TOP 19' -4 3/4" T.O. ROOF 30' -4 1/2" BALCONY 2 9' - 1 " 9' - 1 " 10 ' - 1 1 1 / 2 " 9' - 1 " A-4.2 3 Sim ENTRY 7 LIVING ROOM 1 M. BEDROOM 9 BEDROOM 2 12 W.I.C. 2 14 BATH 2 13 30 ' - 4 1 / 2 " 1/4" SLOPE 2 " M I N . A T P A V I N G 4" M I N . A T F G . / FRAMING W/ PLYWOOD SHEATHING EXTERIOR FINISH: 3 COAT STUCCO SYSTEM 7/8" CEMENT PLASTER 0/ METAL LATH EXTERIOR (2) LAYERS OF 60 MINUTE GRADE D BUILDING PAPER 0' - 6 " SELF ADHEARED W.P. MEMBRANE O/ WEEP SCREED STUCCO WEEP SCREED FRY REGLET OR EQUAL PRESSURE TREATED SILL PLATE/WOOD LESS THAN 8 INCHES FROM EXPOSED EARTH AT CONCRETE WHERE OCCURS INTERIOR S T A T EOF CA L I F ORNIA Y U -W U C H E NNo. C-25837 LICE NS E D ARCH I TE C T REN.07-3 1-2 5 Printed Date: C h e c k e d B y D a t e : R e f e r e n c e : C D A P r o j e c t N o. S t a m p : R e v i s i o n s : C l i e n t : P r o j e c t : D r a w i n g T i t l e : D r a w i n g N o. : P r o j e c t N o. : P h a s e : D r a w n B y : CDA PDG + TUSTIN OFFICE 150 EL CAMINO REAL. #112 TUSTIN, CA 92780 PHONE: 714 832 5100 INDUSTRY OFFICE 17528 E. ROWLAND ST, CITY OF INDUSTRY, CA 91748 PHONE: 626 913 8101 100 N Barranca st. #950 West Covina, CA 91791 5/20/2024 3:37:32 PM A-4.2 Hamilton Heights BUILDING 2 SECTIONS KP BJ, AD, AH 2339 SD Grand Pacific Communities 10235 19th street rancho cucamonga ca 91701 1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2 No. Description Date 1 1/2" = 1'-0"3 WALL- WEEP SCREED AT STUCCO HA M I L T O N S T R E E T 19 T H S T R E E T N.A.P.P.M. 127 / 75 - 77 APN: 1076-121-07 TRACT 9472 APN 1076-121-17 APN 1076-121-02 N.A.P. N.A.P. N.A.P. 1234 5 6 7 8 LO T " A " LO T " B " STREET "A" LO T " C " LO T " D " TE N T AT I V E T R A C T M A P N O . 2 0 6 6 2 Pre p a r e d B y : Ra y m o n d J . A l l a r d , R . C . E . 3 6 0 5 2 D a t e ea Pr e p a r e d F o r : 10 2 3 5 1 9 T H S T R E E T GR A N D P A C I F I C C O M M U N I T I E S , CO R P C1 TE N T A T I V E T R A C T M A P TENTATIVE TRACT MAP NO. 20662 VICINITY IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST ONE-QUARTER OF SECTION 35, TOWNSHIP 1 NORTH, RANGE 7 WEST, S.B.M., ACCORDING TO THE OFFICIAL PLAT OF SAID LAND APN 1076-121-17 N.A.P. APN 1076-121-02 N.A.P. N.A.P. N.A.P.P.M. 127 / 75 - 77 APN: 1076-121-07 TRACT 9472 HA M I L T O N S T R E E T 19 T H S T R E E T "A" STREET CO N CE P T U A L G R A D I N G A N D D R A I N A G E P L A N C2 TE N T AT I V E T R A C T M A P N O . 2 0 6 6 2 Pre p a r e d B y : Ra y m o n d J . A l l a r d , R . C . E . 3 6 0 5 2 D a t e ea Pr e p a r e d F o r : 10 2 3 5 1 9 T H S T R E E T GR A N D P A C I F I C C O M M U N I T I E S , CO R P WQ M P S I T E A N D D R A I N A G E P L A N C3 TE N T A T I V E T R A C T M A P N O . 2 0 6 6 2 Pr e p a r e d B y : Ra y m o n d J . A l l a r d , R . C . E . 3 6 0 5 2 D a t e ea Pr e p a r e d F o r : 10 2 3 5 1 9 T H S T R E E T GR A N D P A C I F I C C O M M U N I T I E S , C O R P L LLL CARTILLA AVENUE P L HAMILTON STREET 19TH STREET M APN 1076-121-03 M MM M M L P L L L P P L L L L M CA S T L E G A T E P L A C E HEATHER STREET MA Y B E R R Y A V E N U E RING AVENUE RING AVENUE MIGNONETTE STREET __ LEGEND: M P L C4 SI T E U T I L I Z A T I O N M A P TE N T AT I V E T R A C T M A P N O . 2 0 6 6 2 Pre p a r e d B y : Ra y m o n d J . A l l a r d , R . C . E . 3 6 0 5 2 D a t e ea Pr e p a r e d F o r : 10 2 3 5 1 9 T H S T R E E T GR A N D P A C I F I C C O M M U N I T I E S , CO R P T F R E G W T F R E G W T F R E G W E G WE G W LINE OF SETBACK C.L. OF STREET LINE OF SETBACK C.L. OF STREET PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE LINE OF SETBACK LINE OF SETBACK (E) POWER POLE (E) LIGHT POLE (E) LIGHT POLE (E) LIGHT POLENEIGHBORING RESIDENCE NOT A PART OF THE SUBMITTAL TX T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R w E G w E G w E G w E G w E G w E G w E G A/C A/C A/C A/C A/C A/C A/C A/C A/CA/CA/CA/CA/CA/CA/CA/C T F R E G W T F R E G W T F R E G W E G WE G W LINE OF SETBACK C.L. OF STREET LINE OF SETBACK C.L. OF STREET PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE LINE OF SETBACK LINE OF SETBACK (E) POWER POLE (E) LIGHT POLE (E) LIGHT POLE (E) LIGHT POLENEIGHBORING RESIDENCE NOT A PART OF THE SUBMITTAL TX T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R T F R w E G w E G w E G w E G w E G w E G w E G A/C A/C A/C A/C A/C A/C A/C A/C A/CA/CA/CA/CA/CA/CA/CA/C 20'5'0' 30'10'2'10' SCALE: 1" = 10' Preliminary Plan GRAND PACIFIC COMMUNITIES Client: GRAND PACIFIC COMMUNITIES project #date Jul 29, 2024 10235 19TH STREET, RANCHO CUCAMONGA, CA 91701 WEST COVINA, CA 91791 100 N BARRANCA AVE., SUITE 950 2341 OVERALL PLAN MIKE MCDANIEL L-1 MEDIUM EVERGREEN TREE NATURAL GRAY CONCRETE WITH SCORE LINES ARTIFICIAL GRASS (SYNTHETIC) IN BACKYARDS-TYP. SMALL EVERGREEN TREE AT BACKYARDS NATURAL GRAY CONCRETE WITH SCORE LINES DROUGHT TOLERANT SHRUBS & GROUND COVER SMALL FLOWERING TREE AT BACKYARDS TURF/LAWN AREA SIDEWALKS & DRIVEWAYS PER CIVIL ENGINEER ASHLAR STAMPED COLOR CONCRETE -TYP. SQUARE STAMPED COLOR CONCRETE -TYP. ENTRY NATURAL CONCRETE WALKWAYS WALLS AND SIDE GATES NATURAL GRAY CONCRETE PADS W/ SCORE LINES DROUGHT TOLERANT SHRUBS & GROUND COVER-TYP. FRONT TURF- LAWN AREA STAMPED PLANK PATTERNED COLOR CONCRETE-TYPICAL HA M I L T O N S T 19 T H S T R E E T SEE LANDSCAPE RATIOS (SHEET L-2) FOR CALCULATIONS AND LEGEND FOR TOTAL LANDSCAPE AREA 60" BOX MITIGATION COASTAL OAK TREE WITH MULCH UNDERNEATH NATURAL GRAY CONCRETE DRIVE AISLE W/ SCORE LINES UNIT A UNIT B UNIT A UNIT B UNIT A UNIT B UNIT A UNIT B UNIT A UNIT B UNIT AUNIT B UNIT AUNIT B UNIT A UNIT B REAR & SIDE YARD FENCING 24" BOX COASTAL OAK TREE TO MATCH ENTRY TREE UNDERGROUND CISTERNS PER ENGINEER 20'5'0' 30'10'2'10' SCALE: 1" = 10' 1.ALL LANDSCAPE AREAS SHALL RECEIVE A WATER CONSCIOUS AUTOMATIC IRRIGATION SYSTEM.DRIP IRRIGATION SHALL BE UTILIZED WHERE EVER APPROPRIATE. 2.ALL ON - SITE PLANTING AND IRRIGATION SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY AND HEALTH APPEARANCE. 3.ALL UNSIGHTLY SITE APPARATUS SHALL BE SCREENED WITH 5 GALLON SHRUBS OR GREATER (BACK FLOW PREVENTERS, TRANSFORMERS, GAS METERS, AC UNITS ETC.) 4. THE CRITERIA OF CALIFORNIA MODEL WATER EFFICIENT LANDSCAPE ORDINANCE WILL BE CALCULATED & PROVIDED TO ASSURE COMPLIANCE OF EFFICIENT USE OF WATER WITHIN THE NEW DESIGNED LANDSCAPE PLAN project #date Jul 29, 2024 10235 19TH STREET, RANCHO CUCAMONGA, CA 91701 WEST COVINA, CA 91791 100 N BARRANCA AVE., SUITE 950 2341 MATERIALS MIKE MCDANIEL L-2 FERN PODOCARPUS WESTERN REDBUD LITTLE GEM MAGNOLIA CRAPE MYRTLE BOUGAINVILLEA ORCHID ROCKROSE RED HOT PEPPER HOPSEED BUSH GREVILLEA CROWN OF THORNS SPANISH LAVANDER ENGLISH LAVANDER FRENCH LAVANDER LANTANA TEXAS RANGER GOLDEN ABUNDANCE AFRICAN BOXWOOD LITTLE OLLIE OLIVE CALIFORNIA ROSE ROSEMARY GERMANDER AUTUMN SAGE MEXICAN SAGE HUMMINGBIRD SALVIA LAVANDER COTTON TRAILING AFRICAN DAISY MANZANITA TURF LAWN HARDSCAPE LANDSCAPE DECORATIVE HARDSCAPE 50% MAXIMUM 25% MINIMUM 25% MAXIMUM PROVIDED 914 S.F. 36% PROVIDED 784 S.F. 31% PROVIDED 238 S.F. 9% COASTAL LIVE OAK IRRIGATION & PLANTING NOTES: Preliminary Plan GRAND PACIFIC COMMUNITIES FRONT YARD LANDSCAPING RATIO: 2,487 S.F. Client: GRAND PACIFIC COMMUNITIES P.F.SIZE W.U.COMMON NAMESYM.BOTANICAL NAME QTY COMMENTS PODOCARPUS GRACILIOR FERN PODOCARPUS 24" BOX M 0.5 QTY CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL M 0.5 QTY MAGNOLIA GRANDIFLORA LITTLE GEM MAGNOLIA 15 GAL M 0.5 QTY 'LITTLE GEM' LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL M 0.5 QTY BERMUDA SPP.TURF SOD M 0.5 5,512 S.F. LAVANDULA STOECHAS SPANISH LAVANDER 1 GAL L 0.2 QTY BOUGAINVILLEA SPP.BOUGAINVILLEA 5 GAL L 0.2 QTY 'BABY MIA' MYRSINE AFRICANA AFRICAN BOXWOOD 5 GAL L 0.2 QTY MAHONIA AQUIFOLIUM GOLDEN ABUNDANCE 5 GAL L 0.2 QTY 'COMPACTA' ROSA CALIFORNICA CALIFORNIA WILD ROSE 5 GAL L 0.2 QTY CISTUS PURPUREUS ORCHID ROCKROSE 1 GAL L 0.2 QTY OLEA EUROPAEA LITTLE OLLIE OLIVE 5 GAL L 0.2 QTY GREVILLEA SPP.GREVILLEA 5 GAL L 0.2 QTY 'NOELLI' LAVANDULA ANGUSTIFOLIA ENGLISH LAVANDER 1 GAL L 0.2 QTY 'BLUE CUSHION' LAVANDULA DENTATA FRENCH LAVANDER 1 GAL L 0.2 QTY SALVIA SPATHACEA HUMMINGBIRD SALVIA 1 GAL L 0.2 QTY SANTONLINA INCANA LAVANDER COTTON 1 GAL L 0.2 QTY LANTANA CAMARA LANTANA 1 GAL L 0.2 QTY 'MONIKE' ROSEMARINUS OFFICINALIS ROSEMARY 'TUSCAN BLUE'5 GAL L 0.2 QTY SALVIA GREGGI AUTUMN SAGE 5 GAL L 0.2 QTY SALVIA LEUCOPHYLLA MEXICAN SAGE 5 GAL L 0.2 QTY 'SANTA BARBARA' TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 0.2 QTY EUPHORBIA MILII CROWN OF THORNS 1 GAL L 0.2 QTY - LEUCOPHYLLUM LANGMANIAE TEXAS RANGER 5 GAL L 0.2 QTY 'RIO BRAVO' KNIPHOFIA UVARIA RED HOT PEPPER 1 GAL L 0.2 QTY DODONAEA VISCOSA HOPSEED BUSH 5 GAL L 0.2 QTY 'PURPUREA' ARCTOSTAPHYLOS 'EMERALD CARPET'MANZANITA FLATS L 0.2 5,199 s.f.@ 18" o.c. OSTEOSPERMUM 'PINK'TRAILING AFRICAN DAISY FLATS L 0.2 5,200 s.f.@ 18" o.c. ARTIFICIAL GRASS SYNTHETIC PRE-FAB 2,363 S.F. QUERCUS AGRIFOLIA COASTAL LIVE OAK 60" BOX L 0.2 QTY PLANTING LEGEND TREES: SHRUBS: GROUNDCOVERS: TOTAL LANDSCAPE AREA: 18,571 SQUARE FEET PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66425 Grand Pacific Communities Grand Pacific Communities CDA & PDG 10235 19th Street, Rancho Cucamonga CA 91701 DATE SIGNED: 7/30/24 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NOT FOR BID OR CONSTRUCTION IS S U E D D A T E : XX / X X / X X E-0.1 SHEET INDEX & GENERAL NOTES ELECTRICAL SHEET INDEX NO.SHEET DESCRIPTION 1 E-0.1 SHEET INDEX & GENERAL NOTES 2 E-0.2 DETAILS 3 E-0.3 METER PEDESTAL SINGLE LINE DIAGRAM & PANEL SCHEDULES 4 E-1.1 SITE LIGHTING PLAN 5 E-1.2 PHOTOMETRIC SITE PLAN 6 E-1.3 LIGHTING SPECIFICATIONS SITE LIGHTING NOTES & SHEET INDEX GENERAL NOTES - LIGHTING FIXTURE/SCHEDULE 1.ALL LIGHTING FIXTURES SHALL BE LABELED WITH THE APPROPRIATE UL LABEL (DAMP, WET, ETC) AS REQUIRED BY CODES AND LOCAL ORDINANCES. 2.SHOP DRAWING SUBMITTALS SHALL INCLUDE ALL FIXTURES, LAMPS, AND BALLAST INFORMATION. ANY SHOP DRAWINGS WHICH ARE SUBMITTED. WITHOUT ANY ONE OF THESE ITEMS WILL BE REJECTED AS INCOMPLETE AND WILL BE REQUIRED TO BE RESUBMITTED WITH THE REQUIRED INFORMATION. 3.ALL LIGHTING FIXTURE SPECIFIC INFORMATION (TYPE, CLAMP, BALLAST, COLOR, MOUNTING, ETC.) HAS BEEN SPECIFIED WITH THE CONSIDERATION OF SPECIFIC PERFORMANCE AND AESTHETIC REQUIREMENTS. ANY SUBSTITUTION OF THE SPECIFIED FIXTURES IS SUBJECT TO THE ARCHITECT AND ENGINEER OF RECORD'S FINAL APPROVAL AND ARE SUBJECT TO THE FOLLOWING CRITERIA: a.SUBMIT AN OPERABLE SAMPLE WITH THE SPECIFIED LAMP/BALLAST COMBINATION AND A 120V CORD AND PLUG. b.SITE LIGHTING FIXTURES - PROVIDE A COMPLETE PHOTOMETRIC REPORT WHICH INCLUDES THE FOLLOWING INFORMATION ON THE SITE PLAN, WHICH CLEARLY IDENTIFIES FOOT-CANDLE LEVELS. PLAN IS TO INCLUDE ALL INPUT DATA UTILIZED IN THE CALCULATION (LAMP/BALLAST TYPE, LAMP LUMENS, LIGHT LOSS FACTOR, ETC.). IN SITUATIONS WHERE SUBSTITUTIONS AFFECT FIXTURES EQUIPPED WITH EMERGENCY BATTERY, PACKS, OR OTHER EMERGENCY SOURCES OF POWER, PROVIDE ADDITIONAL PHOTOMETRIC REPORT(S) WHICH CLEARLY IDENTIFY A MINIMUM 1.0 FOOT-CANDLES ALONG THE PATH(S) OF EGRESS - THIS REPORT SHALL ALSO INCLUDE ALL INPUT DATA UTILIZED IN THE CALCULATIONS (FOR FIXTURES UTILIZING AN EMERGENCY BATTERY PACK INCLUDE THE LUMEN RATING AND QUANTITY OF LAMPS FOR THE EMERGENCY BATTERY PACK). SEE BELOW FOR PHOTOMETRIC PLAN GUIDELINES: 1)POINT BY POINT SPACING IS NOT TO EXCEED 10'-0" IN ANY DIRECTION. 2)PHOTOMETRIC STUDY IS TO BE BASED ON A MAINTAINED FOOT-CANDLE LEVEL USING MEAN LAMP LUMENS AND THE SAME LIGHT LOSS FACTORS USED IN THE ORIGINAL DESIGN CALCULATIONS PERFORMED BY THE ENGINEER OF RECORD. 3)ASSOCIATED REPORT TO INCLUDE AN ENERGY COST MODEL WHICH IDENTIFIES ADDITIONAL ENERGY OR ENERGY COSTS FOR A 10-YEAR PERIOD AS COMPARED TO THE SPECIFIED ITEM. ALL ADDITIONAL EXPENSES WILL BE SUBTRACTED FROM THE CONTRACT COST. c. INTERIOR LIGHTING FIXTURES - SPECIFIC INTERIOR FIXTURES AS DETERMINED BY THE ENGINEER OF RECORD WILL REQUIRE SUPPLEMENTAL PHOTOMETRIC REPORTS CONFIRMING SUBSTITUTE FIXTURE LIGHT LEVELS EQUAL OR EXCEED DESIGNED LIGHT LEVELS IN SPACES IDENTIFIED. IF THE SUBSTITUTED FIXTURE IS AN EMERGENCY FIXTURE A PHOTOMETRIC REPORT SHALL BE SUBMITTED FOR ALL PATHS OF EGRESS WHICH CLEARLY IDENTIFIES 1.0 MINIMUM FOOT-CANDLES ALONG THE PATH. IN ADDITION, TEST SWITCH MOUNTING (INTEGRAL OR REMOTE) SHALL MATCH THE MOUNTING AS SPECIFIED ON THE DESIGN DOCUMENTS - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED COVER PLATES, TRIMS, REFLECTORS, ETC NECESSARY FOR THE SPECIFIC TEST SWITCH MOUNTING. ALL REPORTS SHALL INCLUDE INPUT DATA UTILIZED IN THE CALCULATIONS (FOR FIXTURES UTILIZING AN EMERGENCY BATTERY PACK INCLUDE THE LUMEN RATING AND QUANTITY OF LAMPS FOR THE EMERGENCY BATTERY PACK). 1)PHOTOMETRIC STUDY IS TO BE BASED ON A MAINTAINED FOOT-CANDLE LEVEL USING MEAN LAMP LUMENS AND THE SAME LIGHT LOSS FACTORS USED IN THE ORIGINAL DESIGN CALCULATIONS PERFORMED BY THE ENGINEER OF RECORD. d. MANUFACTURER'S CATALOG CUT SHEET WHICH INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING INFORMATION: 1) LAMP TYPES AND QUANTITIES; BALLAST OPTIONS; 3) VOLTAGES; 4) EPA RATING (WHERE APPLICABLE); 5) FIXTURE DIMENSIONS; 5) EMERGENCY BATTERY PACK AND TEST SWITCH OPTIONS (WHERE APPLICABLE); AND 6) FIXTURE FINISHES. e.FOR ALL SITE LIGHTING FIXTURES PROVIDE POLE SPECIFICATIONS WITH SUPPLEMENTAL DOCUMENTATION IDENTIFYING POLE SIZE IS RATED ACCORDINGLY BASED ON FIXTURE(S) EPA AND A WIND RATING FOR THE PROJECT ZONE. f.A SIGNED COPY OF THE "SUBSTITUTION COMPLIANCE FORM" LOCATED IN THE DIVISION 1 SPECIFICATION WHICH STATES THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THEN THE PROJECT SCHEDULE WILL NOT BE NEGATIVELY AFFECTED. IF THE COMPLETION OF THE PROJECT IS DELAYED DUE TO THE PROPOSED SUBSTITUTION THEN THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL ESTABLISHED LIQUIDATED DAMAGES. g.CONTRACTOR TO PROVIDE ARCHITECT AND ENGINEER OF RECORD WITH ALL SUBSTITUTE INFORMATION REFERENCED ABOVE NO LATER THAN TWO WORKING WEEKS PRIOR TO THE BID DEADLINE. 4. CATALOG NUMBERS AS REFERENCED ON THE FIXTURE SCHEDULE PROVIDE GENERAL FIXTURE INFORMATION. CONTRACTOR SHALL REVIEW LIGHTING PLANS AND SPECIFICATIONS TO VERIFY ALL FIXTURE ASSOCIATED DESIGN INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PARTS AND PIECES REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION. ANY DISCREPANCIES BETWEEN DESCRIPTIONS, SPECIFICATIONS, AND CATALOG NUMBERS ARE TO BE PRESENTED TO THE ENGINEER OF RECORD PRIOR TO COMPLETION OF THE BID PROCESS FOR CLARIFICATION. 5. ALL COLOR SPECIFIC INFORMATION WHICH RELATES TO LIGHTING FIXTURES AND/OR THEIR RELATED PARTS ARE TO BE REVIEWED AND COMMENTED ON BY THE ARCHITECT. FIXTURES WHICH REQUIRE A CUSTOM COLOR WILL HAVE A CUSTOM COLOR PAINT WHICH WILL BE INCLUDED IN THE ARCHITECT'S SHOP DRAWING REVIEW COMMENTS. 6. ALL LIGHTING EQUIPMENT LOCATIONS ARE TO BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING AND INSTALLING. 7. ALL FIXTURES TO BE MOUNTED IN FIRE RATED CEILINGS ARE TO BE PROVIDED AND INSTALLED WITH AN APPROVED FIRE RATED ENCLOSURE. 8. ENSURE COMPATIBILITY OF ALL DIMMING SYSTEM AND INDIVIDUAL LIGHTING CONTROLS WITH LAMPS, BALLASTS, AND FIXTURES. ALL COMPONENTS ARE TO BE FACTORY CERTIFIED COMPATIBLE FOR A FULL RANGE OF DIMMING 9.LIGHTING FIXTURE CLEARANCES FROM COMBUSTIBLE MATERIALS ARE TO BE A MINIMUM OF 1/2" (OTHER THAN AT POINTS OF SUPPORT) AND 3" FROM INSULATION FOR NON-IC RATED RECESSED LIGHTING FIXTURES. 10.ALL LIGHTING FIXTURES TO BE MOUNTED IN A SUSPENDED CEILING ARE TO BE SUPPORTED BY T-BAR CLIPS AND (2)#12 SUPPORT WIRES ATTACHED TO THE BUILDING FRAME. IN ADDITION, LIGHTING FIXTURES ARE TO BE SECURED TO THE CEILING GRID WITH (4) SHEET METAL SCREWS ((1) AT EACH CORNER OF THE FIXTURE) - SCREWS SHALL BE NEITHER VISIBLE NOR IMPEDE THE INSTALLATION OF CEILING TILES. 11.ALL LIGHTING FIXTURES WHICH ARE TO BE MOUNTED IN FOOD SERVICE AREAS SHALL BE PROVIDED WITH THE FOLLOWING CHARACTERISTICS: DOOR TO FRAME GASKETS; LENS TO FRAME GASKETS; INVERTED LENS; AND A FOOD SERVICE RATING. 12.ALL FIXTURES, TRIMS, AND LAMPS SHALL BE CLEANED AND FREE FROM DIRT, DUST, LABEL/ADHESIVE, AND FINGER PRINTS. 13.FIXTURES REFERENCED ON THE PLANS TO BE WIRED IN TANDEM (MASTER/SATELLITE) ARE TO BE INSTALLED FOLLOWING THE GUIDELINES REFERENCED BELOW : a. FIXTURES ARE TO BE PROVIDED WITH MULTIPLE BALLASTS AS REQUIRED. FIXTURES TO BE PROVIDED WITH FACTORY SPECIFIED AND INSTALLED WIRING HARNESS OF LENGTHS SPECIFIED ON THE PLANS. ALL AREAS WITH TANDEM FIXTURES ARE TO BE PROVIDED WITH THE REQUIRED QUANTITY AND TYPE OF CONTROL DEVICES AS INDICATED ON PLANS. b. 3-LAMP FIXTURES TO BE TANDEM WIRED WITH ELECTRONIC BALLAST CONFIGURATIONS AS FOLLOWS: 1) "M" REFERENCES A MASTER FIXTURE WHICH IS TO PROVIDED WITH (1) 4-LAMP BALLAST WHICH CONTROLS THE OUTBOARD LAMPS; AND (1) 2-LAMP BALLAST WHICH CONTROLS THE INBOARD LAMPS - OF BOTH THE MASTER ("M") AND THE SATELLITE ("S") FIXTURES. 2)"S" REFERENCES A SATELLITE FIXTURE WHICH IS CONNECTED TO THE MASTER ("M") FIXTURE VIA FACTORY PROVIDED WIRING HARNESS OR WHIP. 3)"O" REFERENCES AN ODD FIXTURE WHICH IS TO BE PROVIDED WITH (1) 2-LAMP BALLAST WHICH CONTROLS THE OUTBOARD LAMPS; AND (1) 1-LAMP BALLAST WHICH CONTROLS THE INBOARD LAMP. 4)FIXTURES DESIGNATED AS "EMERGENCY" ARE TO BE PROVIDED WITH THE APPROPRIATE EMERGENCY BATTERY PACK (SEE EMERGENCY BATTERY PACK SPECS BELOW) AND ARE TO BE FED WITH SPECIFIED SWITCH LEGS, AS WELL AS A CONSTANT HOT CIRCUIT. EM BATTERY PACK IS TO BE MOUNTED IN THE MASTER FIXTURE. 5)CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE APPROPRIATE LAMP AND BALLAST TYPE AND QUANTITY BASED ON THE FIXTURE SPECIFICATION AND SWITCHING CONFIGURATIONS. 14. EMERGENCY LIGHTING FIXTURES AND BATTERY PACKS ARE TO BE PROVIDED BASED ON FOLLOWING THE CRITERIA: a.FIXTURES SPECIFIED WITH INTEGRAL EMERGENCY BATTERY PACKS ARE TO BE FED USING THE FOLLOWING GUIDELINES: 1a,1* - FOR EMERGENCY FIXTURES SPECIFIED WITH AN EMERGENCY BATTERY PACK REPRESENTS A FIXTURE WITH A NORMAL BALLAST TO BE CONNECTED TO SWITCH LEG "a" AND AN EMERGENCY BALLAST TO BE CONNECTED TO A CONSTANT HOT LEG "1" (CONSTANT HOT CIRCUITS ARE TO BE TAPPED AHEAD OF AN TIME CLOCK /PHOTO CELL CONTROLLED DEVICES). 1* - REPRESENTS ONE OF THE FOLLOWING FIXTURE TYPES WHICH ARE TO BE CONNECTED TO A CONSTANT HOT CIRCUIT "1": a) NORMAL FIXTURE DESIGNATED AS A NIGHT LIGHT (NL); b) EXIT SIGN(S); AND/OR c) AN EMERGENCY FIXTURE EQUIPPED WITH AN EMERGENCY FIXTURE DESIGNATED AS A NIGHT LIGHT (NL); b) EXIT SIGN(S); AND/OR c) AN EMERGENCY FIXTURE EQUIPPED WITH AN EMERGENCY TIME-CLOCK/PHOTO-CELL CONTROLLED DEVICES) b.EMERGENCY BATTERY PACKS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS: LED LAMPS: BODINE #BSL23 OR #BSL722 OR EQUAL IF AVAILABLE NOTE:ALL LED FIXTURES EQUIPPED WITH EMERGENCY BATTERY PACKS SHALL HAVE THE BATTERY PACKS FACTORY INSTALLED AND TESTED AT THE FIXTURE MANUFACTURER'S FACILITY TO ENSURE UL LISTING OF THE FIXTURE IS MAINTAINED. FIELD INSTALLATION OF LED EMERGENCY BATTERY PACKS IS STRICTLY PROHIBITED. NOTIFY ENGINEER OF RECORD SHOULD SPECIFIED FIXTURE NOT HAVE ADEQUATE SPACE TO ACCOMMODATE THE EMERGENCY BATTERY PACK. CONTRACTOR TO MODIFY BASE BID TO INCLUDE ALL NECESSARY EQUIPMENT FOR A COMPLETE AND OPERATIONAL, ADEQUATELY SIZED MINIATURE INVERTER SYSTEM TO BE MOUNTED IN NEAREST ELECTRICAL ROOM IN THE EVENT THE BATTERY PACK CAN NOT BE INSTALLED IN THE FIXTURE. NOTE:ALL BATTERY PACKS ARE TO BE FACTORY INSTALLED IN FIXTURE ASSEMBLIES WHEN APPLICABLE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING FIXTURE MANUFACTURERS TO VERIFY SPECIFIED (OR APPROVED SUBSTITUTE) FIXTURE HAS ADEQUATE SPACE WITHIN THE FIXTURE TO MOUNT THE EMERGENCY BATTERY PACK. IF IT IS DETERMINED THE BATTERY PACK CANNOT BE MOUNTED IN THE FIXTURE THEN CONTRACTOR SHALL INCLUDE ALL COSTS REQUIRED FOR REMOTE MOUNTING THE EMERGENCY BATTERY PACK ABOVE NEAREST ACCESSIBLE CEILING. ENSURE DISTANCE FROM FIXTURE TO REMOTE BATTERY PACK LOCATION DOES NOT EXCEED THE MANUFACTURER'S RECOMMENDED DISTANCES. COORDINATE ALL ACCESS PANELS WITH ARCHITECT OF \ RECORD PRIOR TO INSTALL. c. ALL LIGHTING FIXTURES WITH EMERGENCY BATTERY PACKS ARE TO BE PROVIDED WITH INTEGRAL TEST SWITCHES AND CHARGE LIGHTS UNLESS OTHERWISE NOTED OR REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). IN THE EVENT INTEGRAL TEST SWITCHES ARE NOT ALLOWED NOTIFY ENGINEER OF RECORD PRIOR TO INSTALLATION OF REMOTE TEST SWITCHES. TEST SWITCHES TO BE INSTALLED IN FIXTURES WITH A MINIMUM OF 18" OF ADDITIONAL WIRING TO ALLOW FOR GENERAL FIXTURE MAINTENANCE. 15. INSTALL ALL EXIT SIGNS IN ACCORDANCE WITH THE LOCAL AHJ AND FIRE AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED PARTS, PIECES, AND MOUNTING HARDWARE FOR EXIT SIGNS, AS WELL AS, ENSURING THE EXIT SIGNS ARE MOUNTED IN AN APPROVED VISIBLE LOCATION. VERIFY ALL REQUIRED CHEVRONS, MIRRORS, AND FACES AS REFERENCED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. NOTIFY ARCHITECT AND ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO ORDERING OF EQUIPMENT. 16. TRACK LIGHTING FIXTURE SPECIFICATIONS ARE TO BE COORDINATED, VERIFIED AND CONFIRMED WITH EQUIPMENT MANUFACTURER AND/OR DISTRIBUTOR PRIOR TO ORDERING AND INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PARTS AND PIECES FOR A COMPLETE, FUNCTIONAL AND OPERATIONAL INSTALLATION. TRACK LENGTHS ARE AS SPECIFIED ON THE FIXTURE SCHEDULE. 17. CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES PER LOCAL AND NATIONAL BUILDING, ELECTRICAL AND SEISMIC CODES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED MOUNTING HARDWARE AND BRACING MATERIALS FOR COMPLETE AND CODE COMPLIANT INSTALLATION. COORDINATE REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. 18. CONTRACTOR SHALL COORDINATE ALL LIGHTING FIXTURE LOCATIONS AND QUANTITIES WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. IN ADDITION, CONTRACTOR SHALL ALSO COORDINATE ANY FIXTURE SPECIFIC DIMENSIONS WITH ARCHITECTURAL RCP. NOTIFY ARCHITECT AND ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO FINALIZING FIXTURE ORDER WITH THE DISTRIBUTOR. 19. CONTRACTOR TO INCLUDE IN BASE BID A MINIMUM OF 2-HOURS FOR A ONE TIME AIMING AND ADJUSTMENT TIME OF ALL MULTI-HEAD AND DIRECTIONAL FIXTURE ASSEMBLIES. AIMING AND ADJUSTMENT TO BE SCHEDULED FOR AT NIGHT AND AFTER HOURS WITH THE ARCHITECT, ENGINEER, AND OWNER PRESENT. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AN APPROPRIATE TIME PRIOR TO ORDERING THE FINAL PUNCH WALK FOR THE PROJECT. 20. SUPPLEMENTARY OVERCURRENT PROTECTION PANEL FOR TRACK LIGHTING SYSTEMS TO BE PROMINENTLY LABELED AS FOLLOWS: NOTICE:THIS PANEL FOR TRACK LIGHTING ENERGY CODE COMPLIANCE ONLY. THE OVERCURRENT PROTECTION DEVICES IN THIS PANEL SHALL ONLY BE REPLACED WITH THE SAME OR LOWER AMPERAGE. NO OTHER OVERCURRENT PROTECTIVE DEVICE SHALL BE ADDED TO THIS PANEL. ADDING TO, OR REPLACEMENT OF EXISTING OVERCURRENT PROTECTIVE DEVICE(S) WITH HIGHER CONTINUOUS AMPERE RATING, WILL VOID THE PANEL LISTING AND REQUIRE RESUBMITTAL AND RE-CERTIFICATION OF CALIFORNIA TITLE 24, PART 6 COMPLIANCE DOCUMENTATION. LIGHTING CONTROL SYSTEM REQUIREMENTS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE LIGHTING CONTROL SYSTEM AND CODE COMPLIANT INSTALLATION. 2.IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3.THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL RFI PROCESS. 4.REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. 5. THE LIGHTING CONTROL PANEL (LCP) SYSTEM SHALL BE LEVITON. 6.LIGHTING CONTROL SYSTEM MUST INTEGRATE WITH DISTRICT APPROVED ENERGY MANAGEMENT SYSTEM. #4 OR LARGER BARE COPPER CONDUCTOR OR STEEL RE-BAR OR ROD NOT LESS THAN 1/2" DIA. AT LEAST 20FT LONG CONNECTION LISTED FOR THE PURPOSE NON METALLICPROTECTIVE SLEEVE GROUNDING ELECTRODE CONDUCTOR SIZE PER SINGLE LINE DIAGRAM CONNECTION LISTED FOR THE PURPOSE INSTALL BONDING STRAP OR BONDING JUMPER N ELECTRICAL SERVICE EQUIPMENT #6 CU-GND TO CATV/PHONE POINT OF CONNECTION FOUNDATION IN DIRECT CONTACT WITH EARTH 20FT OR MORE 2" MIN G METAL PIPING SYSTEM BOND TO ALL METALLIC PIPING SYSTEMS (I.E.COLD WATER, GAS, ETC) BOND TO COLD WATER METAL PIPE WITHIN THE FIRST 5FT OF ENTERING THE BUILDING IF CONNECTION IS MADE INSIDE THE BUILDING REFER TO NEC 250.52 (A)(3) FOR FURTHER DETAILS XX XX XX XX XX XX XX STEEL COVER, LABEL "ELECTRICAL". CONCRETE COVER 42 LBS. BRASS"L" BOLT, 2 REQUIRED. PULL BOX KNOCK OUT AS REQUIRED. PULL BOX NOTES 1. ALL BOXES SHALL BE SET ON A MINIMUM 8" GRAVEL BASE WITH 1/2" DIAMETER GRAVEL. 2. ALL INCIDENTAL CONCRETE SHALL BE REMOVED FROM BOXES. 3. PROVIDE WATERTIGHT SPLICES AND CAPS FOR POWER CONDUCTORS LISTED FOR WET LOCATIONS PER NEC OR CEC WHERE ADOPTED, 314.30 (C). 4. PROVIDE SEALING GEL IN ALL CONDUITS (BOTH W/ CONDUCTORS AND IN EMPTY SPARE CONDUITS). THE GEL SHALL BE INSERTED IN THE CONDUIT TO A DEPTH OF 6" AND FLUSH W/ THE END OF THE CONDUIT. THE GEL SHALL BE MANUFACTURED BY 3M #4442 RE-ENTERABLE ENCAPSULANT. 5. PROVIDE IDENTIFYING TAGS ON ALL POWER AND COMMUNICATION CONDUCTORS IN PULLBOXES. 6. PULLBOX SHALL BE SIZED PER N.E.C. REQUIREMENTS. 12" 3" 12" MIN TELEPHONE CONDUITS 4" BELOW AND 8" ABOVE CONDUIT (12" ABOVE WITH GAS PIPE) COMPACTED TO A MINIMUM 90% OF THE RELATIVE DENSITY OR AS SPECIFIED BY THE GOVERNING AUTHORITY. TRENCH DETAIL (RESIDENTIAL OR COMMERCIAL) POWER: (PRIMARY AND\OR SECONDARY) 15 " - 1 8 " 43 " M I N . 51 " M A X . 36 " M I N . R/W EDGE OF TRENCH 18" FROM PROPERTY LINE AND 36" FROM EDGE OF WATER OR SEWER TRENCH. 18" MIN. BACKFILL AS REQUIRED BY CCAUSD STANDARDS. IF NOT IN PUBLIC RIGHT -OF-WAY, NATURAL BACKFILL SHALL NOT CONTAIN ROCKS LARGER THAN 3" FINAL GRADE TRENCH SAND OTHER COMMUNICATION CONDUITS TELEPHONE MARKING TAPE POWER MARKING TAPE OTHER COMMUNICATION CONDUIT REFER TO PANEL SCHEDULE FOR CIRCUITRY 365-DAYS, SPST, NEMA PROGRAMMABLE ASTRONOMICAL TIME CLOCK WITH BACK-UP BATTERY NH NORMALLY CLOSED ELECTRICALLY HELD RELAY W/120V COIL AND 20A CONTINUOUS DUTY LIGHTING CONTACTS (TYP.) 20A-1P CIRCUIT BREAKER (TYP.) PS-1 SITE LIGHTING SPARE SPARE SW 20A-1P C1 PC PS-7 INTERMATIC PHOTOCELL MOOUNTED ON ROOF FACING NORTH SPACE SPACE PS-3 SITE LIGHTING SW SPACE SPACE PS-2 PS-4 SITE LIGHTING SW SITE LIGHTING SW NOTES: PER CEC SECTION 404.2(C), PROVIDE NEUTRAL CONDUCTOR DOWN TO ALL SWITCHES AND MOTION SENSORS AS SHOWN ON PLANS. CONTRACTOR SHALL PROVIDE ALL CAT 5 AND 0-10V WIRING CONNECTIONS BETWEEN DEVICES AS REQUIRED TO MAKE SYSTEM OPERABLE. CONTRACTOR SHALL INCLUDE IN HIS BID ALL CONDUIT, WIRE, EQUIPMENT, LABOR, TESTING, ETC., NECESSARY TO PROVIDE A COMPLETE, OPERABLE AND CODE COMPLIANT SYSTEM. CONTRACTOR SHALL VERIFY ALL LOCATIONS PRIOR TO INSTALL. ALL CONDUIT IN OPEN CEILING AREAS SHALL BE EMT AND SHALL BE RUN PARALLEL AND PERPENDICULAR TO WALLS AND OTHER STRUCTURAL ELEMENTS. CONTRACTOR SHALL INSTALL ALL EXPOSED CONDUIT IN A WORKMANLIKE AND VISUALLY APPEALING MANNER. WHERE 2 OR MORE CONDUITS ARE RUN ADJACENT TO EACH OTHER AND MUST BE SUSPENDED, PROVIDE A UNSTRUT TRAPEZE SYSTEM. COORDINATE CONDUIT ROUTING WITH OTHER TRADES AND ARCHITECT. PAINT CONDUIT, BOXES, SUPPORTS, ETC., AS DIRECTED BY ARCHITECT. ALL RACEWAYS SHALL CONTAIN GREEN EQUIPMENTS GROUNDING CONDUCTORS SIZED PER CODE (#12 MINIMUM). PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66425 Grand Pacific Communities Grand Pacific Communities CDA & PDG 10235 19th Street, Rancho Cucamonga CA 91701 DATE SIGNED: 7/30/24 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NOT FOR BID OR CONSTRUCTION IS S U E D D A T E : XX / X X / X X E-0.2 DETAILS 1CONCRETE ENCASED ELECTRODE3TRENCH DETAIL 2PULLBOX DETAIL 4ELECTRICAL METER PEDESTAL5LIGHITNG SHUT-OFF CONTROL PANEL "PS" MOUNTING RECESSED DOUBLE LUG NO VOLTS 120/240 MAIN MLO NEMA 3R NO 200% NEUTRAL NO PHASE 1 BUS 100 FEED THRU NO I/G BUS NO WIRE 3 A.I.C.42000 C I R C LOCATION A B L T G C O N V K I T R E C P M I S C B K R N O T E S N O T E S B K R M I S C R E C P K I T C O N V L T G A B LOCATION C I R C 1 SITE LIGHTING 500 20/2 20/2 500 SITE LIGHTING 2 3 --500 ----500 --4 5 TIME CLOCK 200 20/1 20/1 1000 GATE MOTOR 6 7 IRRIGATION CONTROLLER 200 20/1 15/1 0 SPARE 8 9 SPARE 0 15/1 15/1 0 SPARE 10 11 SPARE 0 15/1 20/1 0 SPARE 12 A =2200 B =1200 W/LCL A =2200 W/LCL B =1200 TOTAL VA =3400 W/ LCL =3400 W/ LCL AMPS =15 TOTAL LCL =0 x 0.25 =0 HIGH PHASE VA =2200 W/ LCL =2200 HIGH PH AMPS =18 HIGH PHASE LCL =0 x 0.25 =0 1 VERIFY WITH SERVICE PLANNER FOR AIC RATING AND ELECTRICAL INFORMATION BEFORE ISSUING ANY BID. NOTIFY ENGINEER IF MAJOR DISCREPANCIES OCCUR. 1 COMBINATION ELECTRICAL SERVICE PEDESTAL & IRRIGATION CONTROLLER 120/240V, 1Ø, 3W. 100A/2P CIRCUIT BREAKER MAIN 42,000 AIC SERIES RATED (MAX) PACIFIC UTILITY PRODUCTS# USPIL-M2100-120CTB-SD-SS OR APPROVED EQUAL WITH TIME CLOCK, & (2) 6-POLE CONTACTOR 24.75"W X 26"D X 48"H TEST BLOCKS EUSERC PHOTOCELL AND TIME CLOCK OR ASTRONOMICAL TIME CLOCK PS UTILITY CO. 3" (C.O.) (VERIFY) LANDING LUGS +17" (MIN) FOR THE PURPOSE GROUND CLAMP LISTED 6FT MIN STAINLESS STEEL AND COPPER DRIVEN GROUND ROD ((2)- 5/8" DIA. X 10FT (MIN)) INSTALL PER NEC 250.53 OR OTHER APPROVED METHOD M N G TO LIGHTING 100A-2P PS-7 IRRIGATION CONTROLLER CONTACTOR #6 CU-GND NO 3-1/2 PULLBOX (2 ) 1 " C . O . SP A R E ( F U T U R E ) PS-5 FRONT VIEW SIDE VIEW 2'' 48 ' ' 2'' 24.75'' 2''2'' 2' ' 26'' IRRIGATION CONTROLLER AREA PROVIDE DISC. SWITCH AND RECEPTACLE AS REQUIRED. LOAD SIDE PULL AREA UTILITY AREA FG METER SOCKET TEST SW. AND LIGHTING CONTACTORS MAIN BONDING JUMPER NEUTRAL BUS GROUND BUS GROUND BUS GROUND CLAMP LOAD CONDUIT GROUNDING ELECTRODE SLOPE CONCRETE AWAY FROM PEDESTAL SERVICE CONDUIT SERVICE CONDUIT PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66425 Grand Pacific Communities Grand Pacific Communities CDA & PDG 10235 19th Street, Rancho Cucamonga CA 91701 DATE SIGNED: 7/30/24 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NOT FOR BID OR CONSTRUCTION IS S U E D D A T E : XX / X X / X X ELECTRICAL PEDESTAL SINGLE LINE DIAGRAM METER PEDESTAL 'PS' PANEL SCHEDULE ELECTRICAL PEDESTAL DETAIL E-0.3 METER PEDESTAL SINGLE LINE DIAGRAM & PANEL SCHEDULES PANEL INDEX PS PANEL NOTES "A"AFCI PROTECTION TYPE CIRCUIT BREAKER "G"GFCI PROTECTION TYPE CIRCUIT BREAKER "B"BACKFEED TYPE CIRCUIT BREAKE "DF"DUAL-FUNCTION AFCI/GFCI PROTECTION TYPE CIRCUIT BREAKER "P"SPACE PROVISION ONLY. NO BREAKER REQUIRED. "PV" SOLAR READY BY OTHERS LIGHTING LUMINAIRE SCHEDULE MARK VOLT DESCRIPTION MANUFACTURERMOUNT MODEL NUMBER LAMPS NOTESINPUT WATTSLEGEND NOTES: VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES. **REFER TO PHOTOMETRIC PLAN FOR EXACT HEIGHT OF EACH LIGHTS** SA 120 LEDWALL HEIGHT: 7'-0" OR APPROVED EQUAL TERON LIGHTING 23.3WEXTERIOR WALL LIGHT RL-L18-0-ZE700-UNIV-40K ***REFER TO LANDSCAPE PLANS FOR MORE DETAILS ON LANDSCAPE SITE LIGHTING FIXTURES*** 120 LED 70WPOLEU.S.ARCHITECTURAL GLXM-VLED-III-64LED-350mA-30K HEIGHT: 12'-0" OR APPROVED EQUAL LED POLE LIGHT SINGLE HEADSB PER SECTION 150.0(K)(3), ALL OUTDOOR SINGLE FAMILY SHALL BE HIGH EFFICACY, AND SHALL BE CONTROLLED BY MANUAL ON/OFF SWITCH AND ONE OF THE CHOICES BELOW: -PHOTOCELL AND MOTION SENSOR -PHOTOCELL AND AUTOMATIC TIME SWITCH -ASTRONOMICAL TIME CLOCK MANUAL ON/OFF SWITCHES SHALL NOT OVERRIDE THE AUTOMATIC CONTROL FUNCTIONS LISTED ABOVE. PER SECTION 130.2(C),ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY: 1.OUTDOOR PHOTOCELL (NOT REQUIRED IF TIME CLOCK DOES ASTRONOMICAL) 2.TIME CLOCK 3.MOTION SENSOR FOR POLE LIGHT <= 24' AND LUMINAIRES MORE THAN 40W. OUTDOOR LIGHTING OF SINGLE FAMILY SHALL BE CONNECTED TO INDIVIDUAL DWELLING UNIT PANEL. PROVIDE (1) 2" CONDUIT SLEEVE UNDER ROADWAY AND INDICATE STUB LOCATION AT GRADE. KEYED NOTES 11 2 3 4 PE=30.96 PE=30.96 PE=41.65 FF=42.32FF=42.32 PE=41.65PE=36.96 FF=37.63 FF=37.63 PE=36.96PE=33.30 FF=33.97 FF=33.97 PE=33.30PE=29.93 FF=30.60 FF=30.60 PE=29.93 FF=31.63 FF=31.63 FF=33.89 PE=33.22 PE=33.22 FF=33.89 FF=37.59 PE=36.92 PE=36.92 FF=37.59 PE=41.58 FF=42.25 FF=42.25 PE=41.58 "A" STREET SA TYP. HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 HOUSE PANEL 1 3 METER PEDESTAL # "PS" W/ TIME CLOCK INSIDE PS-1,3 2 PS-2,4 2 SB TYP. 1 3 1 3 1 4 SB TYP. 2 4 2 4 2 UNIT B UNIT B UNIT B UNIT A UNIT B UNIT A UNIT BUNIT A UNIT BUNIT AUNIT B UNIT AUNIT B UNIT A UNIT B UNIT B PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66425 Grand Pacific Communities Grand Pacific Communities CDA & PDG 10235 19th Street, Rancho Cucamonga CA 91701 DATE SIGNED: 7/30/24 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NOT FOR BID OR CONSTRUCTION IS S U E D D A T E : XX / X X / X X E-1.1 SITE LIGHTING PLAN SITE LIGHTING PLAN NORTH 0 16'32'8' 1/16" = 1'-0" 48' RESULTS GENERATED BY THIS TOOL ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY, WITHOUT ANY WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE, THE CALCULATED RESULTS MAY BE DEPENDENT ON USER PROVIDED DATA OR DATA PROVIDED FROM PUBLICLY AVAILABLE SOURCES AND DO NOT TAKE INTO ACCOUNT ALL FACTORS AND CIRCUMSTANCES. PHOTOMETRIC VALUES HAVE BEEN CALCULATED USING METHODS RECOMMENDED BY THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) AND/OR STANDARD INDUSTRY PRACTICE. PHOTOMETRIC CALCULATIONS PERFORMED USING THIS TOOL ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THE CALCULATED PHOTOMETRIC PERFORMANCE IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED, END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. PHOTOMETRIC PLAN DISCLAIMER SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SA MH: 7 SB MH: 12 SB MH: 12 SA MH: 7 SA MH: 7 SB MH: 12 SB MH: 12 SB MH: 12 SB MH: 12 SB MH: 12 SB MH: 12 SB MH: 12 SB MH: 12 2.0 1.8 1.9 1.3 2.2 1.6 1.5 2.3 2.1 1.5 2.2 1.6 1.3 2.2 2.3 1.6 2.3 2.2 1.6 2.3 1.3 1.7 2.2 1.8 1.8 1.8 1.6 2.1 1.8 1.8 2.3 1.9 1.6 2.0 1.5 1.3 1.9 1.9 1.5 1.9 1.9 1.5 1.9 1.3 1.5 2.0 2.3 2.1 2.0 2.3 2.9 3.1 2.5 1.7 1.6 1.9 2.1 1.9 1.8 1.6 1.5 1.6 1.9 1.8 1.7 1.7 1.8 1.8 1.2 2.0 3.8 2.9 2.3 2.7 3.7 3.1 1.7 1.8 2.3 4.0 3.0 1.6 2.0 3.2 2.5 2.1 2.5 3.4 1.4 2.3 3.4 4.0 3.1 2.3 2.8 3.7 4.0 3.2 1.7 1.8 2.4 3.3 1.6 2.1 3.6 2.7 2.2 2.9 3.8 1.5 1.3 2.3 3.0 3.0 2.9 2.8 2.9 3.2 3.3 3.1 2.3 2.1 2.6 2.9 2.6 2.7 2.8 2.7 2.1 1.6 1.7 2.3 3.3 3.3 3.3 3.2 1.6 2.1 3.5 2.7 2.1 2.2 2.9 3.4 3.3 3.3 2.5 1.5 1.2 1.7 1.9 1.9 1.9 2.1 2.0 2.0 2.2 2.2 2.0 1.9 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.6 1.9 2.1 2.1 2.0 2.1 2.1 2.0 2.1 2.1 1.9 1.5 1.5 1.9 2.1 2.2 2.1 2.1 2.2 2.1 2.2 2.3 2.2 1.9 2.0 2.2 2.3 2.2 2.1 2.3 2.1 2.1 2.1 1.9 1.4 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.5 1.5 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.3 1.2 1.3 1.3 1.2 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.3 1.4 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.0 1.1 1.1 1.0 1.1 1.1 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.2 1.3 1.3 1.2 1.2 1.1 1.0 1.1 1.0 1.0 1.2 1.3 1.4 1.4 1.4 1.5 1.5 1.6 1.7 1.8 1.7 1.7 1.6 1.5 1.4 1.4 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.4 1.3 1.4 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.1 1.1 1.8 2.2 2.2 2.2 2.4 2.3 2.3 2.5 2.6 2.4 2.3 2.4 2.5 2.3 2.2 2.4 2.2 2.2 2.3 2.2 1.8 1.5 1.7 2.1 2.3 2.2 2.1 2.2 2.2 2.2 2.3 2.2 1.9 1.5 1.5 1.7 1.9 1.8 1.8 1.8 1.8 1.8 1.9 2.0 1.9 1.9 2.1 2.3 2.3 2.1 2.1 2.1 2.0 2.0 2.0 1.7 1.1 1.2 2.1 3.2 3.5 3.2 2.8 2.9 3.5 3.7 3.4 2.6 2.5 3.0 3.7 3.6 3.1 2.9 3.0 3.4 3.5 2.9 2.0 1.6 1.8 2.6 3.4 3.4 3.1 2.9 2.9 3.4 3.4 3.1 2.1 1.6 1.6 2.2 2.9 3.0 2.8 3.0 2.5 2.4 3.2 3.4 2.8 2.8 3.0 3.2 3.1 2.2 1.2 1.2 2.0 3.3 2.5 3.0 3.9 4.0 2.9 1.7 1.9 3.1 1.6 1.7 3.5 2.6 2.4 3.2 2.1 1.2 1.0 1.6 3.6 2.8 2.3 2.6 3.5 3.6 2.6 1.6 1.8 3.7 2.7 1.6 1.7 3.3 2.5 2.8 3.8 1.8 1.7 1.7 1.7 1.8 1.9 1.9 1.8 1.7 1.5 1.6 1.9 1.8 1.7 1.5 1.6 1.9 2.4 2.1 1.9 1.9 1.8 2.0 2.1 1.6 1.7 1.5 1.4 2.0 2.0 1.4 1.5 1.7 1.6 2.0 2.1 1.4 1.4 1.8 1.6 2.0 2.1 1.8 2.1 1.9 1.4 1.8 2.3 1.6 2.0 1.5 1.4 2.3 2.5 1.4 1.6 1.9 1.8 2.2 2.3 1.4 1.5 2.0 1.6 2.4 2.2 1.7 2.4 2.0 1.3 2.0 0.5 1.0 2.8 3.9 4.0 3.5 2.7 2.5 2.6 3.4 3.1 2.3 1.8 1.7 2.2 3.0 4.0 3.3 2.4 1.8 1.6 2.0 2.8 3.9 3.8 3.7 3.8 2.8 2.3 2.2 2.7 3.6 3.2 3.0 3.53.9 4.0 2.0 0.6 1.8 1.81.31.0 0.6 3.6 1.7 1.51.71.40.91.01.6 2.2 3.1 2.8 2.6 1.7 1.3 1.0 1.3 1.0 1.01.1 1.5 1.8 3.1 0.8 1.0 1.3 2.0 1.9 2.1 2.5 2.4 4.0 2.6 2.7 1.9 1.4 1.2 1.4 1.8 2.4 2.2 1.8 3.7 0.8 1.2 1.4 1.9 2.5 2.4 3.0 2.3 1.7 0.60.9 2.8 3.9 3.63.13.13.0 4.03.52.62.12.22.73.83.82.72.01.61.82.43.44.03.02.21.71.82.43.33.93.94.03.52.72.32.53.2 3.2 3.2 4.0 2.3 0.9 0.5 3.5 2.4 1.3 1.4 3.6 3.2 2.4 2.0 3.4 2.3 1.6 1.4 1.0 1.0 0.7 3.2 2.5 2.0 1.5 1.2 1.6 2.13.0 2.4 3.5 0.6 0.9 1.4 2.1 2.9 0.8 1.1 1.4 2.0 2.8 PE=30.96 FF=31.63 PE=30.96 FF=31.63 FF=33.89 PE=33.22 PE=33.22 FF=33.89 FF=37.59 PE=36.92 PE=36.92 FF=37.59 PE=41.58 FF=42.25 FF=42.25 PE=41.58 UNIT B UNIT B UNIT B UNIT A UNIT B UNIT A UNIT A UNIT B "A" STREET UNIT B UNIT B UNIT B UNIT A UNIT B UNIT A UNIT A UNIT B PE=29.93 FF=30.60 FF=30.60 PE=29.93 PE=33.30 FF=33.97 FF=33.97 PE=33.30 PE=36.96 FF=37.63 FF=37.63 PE=36.96 FF=42.32 PE=41.65 PE=41.65 FF=42.32 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts 34 SA Single RL-L18_0-ZE700-UNIV—40K LED Wall Light 0.850 1927 23.3075 10 SB Single GLXM-VLED-III-64LED-350mA-30K LED Pole Light 0.850 7814 70 Calculation Summary Label CalcType Avg Max Min Avg/Min Max/Min Driveway Area Illuminance 1.95 4.0 1.0 1.95 4.00 Walkway #1 Illuminance 2.77 4.0 0.5 5.54 8.00 Walkway #10 Illuminance 1.30 1.8 0.6 2.17 3.00 Walkway #13 Illuminance 1.87 3.6 0.9 2.08 4.00 Walkway #14 Illuminance 1.88 2.8 1.0 1.88 2.80 Walkway #15 Illuminance 1.54 3.1 1.0 1.54 3.10 Walkway #16 Illuminance 2.00 4.0 0.8 2.50 5.00 Walkway #17 Illuminance 2.10 3.7 1.2 1.75 3.08 Walkway #18 Illuminance 1.89 3.0 0.8 2.36 3.75 Walkway #2 Illuminance 2.71 4.0 0.5 5.42 8.00 Walkway #3 Illuminance 2.15 3.5 1.3 1.65 2.69 Walkway #4 Illuminance 2.80 3.6 2.0 1.40 1.80 Walkway #5 Illuminance 1.63 3.4 0.7 2.33 4.86 Walkway #6 Illuminance 2.30 3.2 1.5 1.53 2.13 Walkway #7 Illuminance 2.30 3.5 1.2 1.92 2.92 Walkway #8 Illuminance 1.58 2.9 0.6 2.63 4.83 Walkway #9 Illuminance 1.62 2.8 0.8 2.03 3.50 PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66425 Grand Pacific Communities Grand Pacific Communities CDA & PDG 10235 19th Street, Rancho Cucamonga CA 91701 DATE SIGNED: 7/30/24 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NOT FOR BID OR CONSTRUCTION IS S U E D D A T E : XX / X X / X X E-1.2 PHOTOMETRIC SITE PLAN PHOTOMETRIC SITE PLAN NORTH 0 16'32'8' 1/16" = 1'-0" 48' PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66425 Grand Pacific Communities Grand Pacific Communities CDA & PDG 10235 19th Street, Rancho Cucamonga CA 91701 DATE SIGNED: 7/30/24 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NOT FOR BID OR CONSTRUCTION IS S U E D D A T E : XX / X X / X X E-1.3 LIGHTING SPECIFICATIONS LIGHTING SPECIFICATIONS DESIGN REVIEW COMMENTS October 1, 2024 6:00 p.m. Tabe van der Zwaag, Associate Planner ENVIRONMENTAL ASSESSMENT, DESIGN REVIEW AND CONDITIONAL USE PERMIT – GORRE ARCHITECHTS FOR CAL BOX - A request for site plan and architectural review of 45,993 square foot addition to an existing 98,406 square foot industrial building and a Conditional Use Permit to operate a manufacturing use over 50,000 square feet located on approximately 7.7 acres of land within Mixed Employment 2 (ME2) Zone, located on the east side of Toronto Avenue where it terminates into the BNSF/Metrolink right of way; APN: 0209-401-05. (Design Review DRC2023-00379 and Conditional Use Permit DRC2024-00288). The project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development Projects. Site Characteristics: The project site is located at the terminus of Toronto Avenue and is developed with a 98,406 square foot industrial building. The parcel is approximately 532 feet from east to west and 613 feet from north to south, with an area of approximately 336,283 square feet (7.7 acres). The right-of-way improvements (including landscaping, and utility undergrounding along Toronto Avenue have been installed and will remain as part of this project. The existing Land Use, General Plan and Zoning designations for the project site and adjacent properties are as follows: Project Overview: The applicant proposes constructing a 45,993 square foot addition on the west side of the existing 98,406 square foot industrial building that is used manufacturing purposes. The addition will be used to store raw material and finished goods related to the main manufacturing use. While the proposed use is permitted with a Conditional Use Permit pursuant to Development Code Section 17.136.010 (Allowed Land Uses), the existing building on the site is non-conforming in terms of street side setbacks. Development Code Section 17.62.030-B (Alteration and Additions to Nonconforming Uses and Structures) states that “(n)o nonconforming structure shall be altered or reconstructed that results in an increase of the discrepancy between existing conditions and the standards for front yard, side yards, rear yard or height of structures, distances between structures, and parking facilities…”. The proposed building addition will reduce the discrepancy between current conditions and the required setbacks as the addition will bring the overall building closer to the street. The proposed building will be of concrete tilt-up construction and designed to match the existing building including the use of form lines and high windows. Two-story glazing has been added to the southwest corner of the addition to create visual interest, along with new landscaping along the west and south elevations and decorative paving at the main vehicle entrance. The Land Use General Plan Zoning Site Industrial Building 21st Century Employment District Mixed Employment 2 (ME2) North BNSF/Metrolink Right of Way - Industrial Employment (IE) South Industrial Building 21st Century Employment District Mixed Employment 2 (ME2) East Vacant Land City Center Center 2 (CE2) West Industrial Building 21st Century Employment District Mixed Employment 2 (ME2) DRC COMMENTS DRC2023-00379 – GORRE ARCHITECHTS FOR CAL BOX October 1, 2024 Page 2 landscaping in the existing parking lot area has been enhanced to meet current landscape requirements. The existing and new loading areas, dock doors and trailer parking stalls are located on the north and south elevations of the building and screened from public view by an existing wall and by the building. The project was designed to bring the site into closer conformance with development standards of the Mixed Employment 2 (Zone) including building and parking setbacks, number of parking spaces, and floor area ratio as shown on the following tables: Required Provided Compliant? Building Setback (Street) 15 Feet Maximum 78 Feet Yes Building Setback (Side) N/A 40 and 50 Feet Yes Building Setback (Rear) N/A 135 Feet Yes Parking Setback 10 Foot Minimum 81 Feet Yes Landscape Coverage N/A 10.8 Percent Yes Floor Area Ratio .4 – 2.0 Percent 43 Percent Yes Building Height 4 Stories 1 Story Yes Parking: Parking Ratio Required Parking Provided Parking Office Parking (5,585 SF) 1:250 SF 22 Spaces 22 Spaces Manufacturing (11,779 SF) 2:1,000 SF 24 Space 24 Space Warehouse Parking (180,186 SF) 1:1,000 for 1st 20,000 SF 1:2,000 for 2nd 20,000 SF 1:4,000 for the Remaining SF 48 Spaces 48 Spaces Total Vehicle Parking 94 Spaces 103 Spaces Trailer Parking (11 Dock High Doors) 1 per Dock High Door 11 Spaces 11 Spaces Staff Recommendation: Staff supports the proposed addition to the existing industrial building. The building is designed to be architecturally compatible with the existing building and onsite improvements. The building addition will reduce the current non-conforming street setback by bringing the overall building closer to the public street. Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below: ☒Recommend Approval of the design of the project as proposed by the applicant. ☐Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ☐Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director / Planning Commission. DRC COMMENTS DRC2023-00379 – GORRE ARCHITECHTS FOR CAL BOX October 1, 2024 Page 3 ☐Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Principal Planner Exhibit A – Project Plans A PROJECT FOR ARCHITECTS PROJECT # THIS DRAWING AND THE BIM/CAD FILE FROM WHICH IT HAS BEEN GENERATED ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THIS PROJECT. THESE DOCUMENTS ARE THE SOLE PROPERTY GOREE ARCHITECTS, INC. ANY USE OF THESE DOCUMENTS, DATA AND DESIGNS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THIS PROJECT WITHOUT THE EXPRESSED, WRITTEN PERMISSION OF GOREE ARCHITECTS, INC. IS PROHIBITED. CONSULTANTS STAMP / SIGNATURE FOR INTERIM REVIEW, NOT INTENDED FOR BIDDING,PERMIT OR CONSTRUCTION PURPOSES RUDOLFO R. PAGSANJAN JR. #28454 CAL BOX 8949 TORONTO AVENUE, RANCHO CUCAMONGA, CA,91730 CAL BOX II WAREHOUSE EXPANSION C22096 11/14/2023 DESIGN REVIEW CDR 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 949-351-5325 WWW.CDRWEST.COM DALLY+ASSOCIATES 9800 RICHMOND AVENUE, SUITE 460 HOUSTON, TX 77042 713-337-8881 DALLYASSOCIATES.COM GK-ENGINEERS 5959 W LOOP S, SUITE 350 BELLAIR, TX 77401 713-988-8894 GK-MEP.COM CIVIL STRUCTURALMEP Exhibit A LOT LT LOT LT LOT LT LOT LT LOT LT LOT LT LOT LT FH FH FH FH FH FH FH WV WV WVWV WV WV FH WV FH PP WV WV SMH SMH PP SIGN SIGN SIGN FH 2 PROPANE TANKS CO UTILITY MH EDISON MH SD MH RAILROAD SPUR CONCRETE SWALE TRANSFORMERS ON CONCRETE PAD GV UTL BX 4" FIRE 2" BFP WMWM WM SMH WM SMH 4" FIRE 8" FIRE 2" BFP UTL BX EDISON BX 8" DRN 8" DRN 4" PIPE TRANSFORMER AND EDSION BX ON CONCRETE PAD STRUCTURAL STEEL POST ON CONCRETE PIER ON CONCRETE STRUCTURAL STEEL POST ON CONCRETE PIER ON CONCRETE STRUCTURAL STEEL POST ON CONCRETE STLT SCO 1109 1108 110 7 110 6 110 6 110 4110 3 1101 1 1 0 3 1102 1 1 0 6 1 1 0 7 1 1 0 8 110 4 110 8 1 1 0 8 110 9 11 1 1 GUY POLE 1111 110 8 14.7' 16 . 0 ' 221.5' 34 5 . 2 ' 285.4' 8.0' 9. 7 ' 62 . 0 ' FH WV 1 1 0 3 LOADING DOCK AIR AIR UTI UNIT GTE BX AIR AIR FIRE SERVICE FIRE SERVICE 4" FIRE CO FF 1110.16 4" TRENCH DRN FF 1109.87 RF 1147.77 FF 1109.38FF 1109.29 FF 1109.12 FF 1109.04 FF 1109.24 FF 1109.74 FF 1109.99 FF 1110.20 FF 1110.86 FF 1111.40 FF 1111.43 FF 1111.86 FF 1111.75 FF 1111.30 29 7 . 0 ' FF 1110.32 FF 1110.55 RF 1141.86 RF 1146.02 RDRD RF 1145.25 GATE K RAIL GATE GATE GATE GATE N0 0 ° 2 8 ' 2 7 " E 4 5 8 . 7 3 ' N0 0 ° 0 6 ' 2 8 " W 6 1 3 . 1 8 ' N89°31'52"W 531.99' N89°31'15"W 507.89' N1 5 ° 2 8 ' 2 7 " E 8 7 . 5 1 ' PARCEL 27 PARCEL MAP NO, 6194 COMMERCIAL BUILDING CL E V E L A N D A V E N U E ( V A C A T E D ) TO R O N T O A V E N U E 1103 1102 1101 110 0 1 1 0 4 FF 1110.12 N.T.S. VICINITY MAP CG-01 TOPOGRAPHIC SURVEY 01 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AM AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/25 05/01/2024 05/01/24 SHEET OF 04 CAL BOX 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 EASEMENT NOTES FIRST AMERICAN TITLE COMPANY ORDER NO. NCS-1166801-ONT1 FEBRUARY 6, 2023 EASEMENT TO CUCAMONGA WATER COMPANY RECORDED FEBRUARY 10, 1888 IN BOOK 69 OF DEEDS, PAGE 314. LOCATION CANNOT BE LOCATED FROM RECORD INFORMATION EASEMENT TO METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA RECORDED OCTOBER 8, 1936 AS BOOK1168, PAGE 50 OF OFFICIAL RECORDS. RESOLUTION NO. 81-94, VACATION OF CLEVELAND AVENUE RECORDED JUNE 29, 1981 AS DOCUMENT NO. 81-142194 OF OFFICIAL RECORDS. CCR GRANT OF RAILROAD EASEMENTS RECORDED JUNE 21, 1983 AS INSTRUMENT NO. 83-136515 OF OFFICIAL RECORDS. RESOLUTION NO, 83-99, VACATION OF 8TH STREET RECORDED JULY 5, 1983 AS INSTRUMENT NO. 83-148882 OF OFFICIAL RECORDS. COVENANTS OF AGREEMENT RECORDED JULY 18, 1983 AS INSTRUMENT NO. 83-160413 OF OFFICIAL RECORDS. EASEMENT TO CADILLAC FAIRVIEW/CALIFORNIA, INC. FOR RAILROAD AND INCIDENTAL PURPOSES RECORDED FEBRUARY 4, 1985 AS INSTRUMENT NO. 85-027233 OF OFFICIAL RECORDS. CCR EASEMENT TO CITY OF RANCHO CUCAMONGA RECORDED JUNE 15, 1995 AS INSTRUMENT NO. 95-206651 OF OFFICIAL RECORDS. EASEMENT TO METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA RECORDED JULY 7, 1995 AS INSTRUMENT ON.95-231996 OF OFFICIAL RECORDS. 5 6 7 8 9 10 11 12 13 14 15 1109 1108 110 7 110 6 110 6 110 41103 1101 1 1 0 3 1102 1 1 0 6 1 1 0 7 1 1 0 8 110 4 110 8 11 0 8 110 9 111 1 1111 110 8 1 1 0 3 N0 0 ° 2 8 ' 2 7 " E 4 5 8 . 7 3 ' N0 0 ° 0 6 ' 2 8 " W 6 1 3 . 1 8 ' N89°31'52"W 531.99' N89°31'15"W 507.89' N1 5 ° 2 8 ' 2 7 " E 8 7 . 5 1 ' ATCHISON TOPEKA AND SANTA FE RAILROAD CL E V E L A N D A V E N U E ( V A C A T E D ) TO R O N T O A V E N U E EIGHT STREET (VACATED) 1103 1102 1101 110 0 1 1 0 4 APN: 0209-401-05-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-401-04-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-401-23-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-401-06-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-272-20-0000 CITY CENTER APN: 0209-272-30-0000 CITY CENTER CENTER 2 ZONE APN: 0209-143-13-0000 NEO INDUSTRIALAPN: 0209-143-11-0000 NEO INDUSTRIAL APN: 0209-143-08-0000 NEO INDUSTRIAL APN: 0209-143-05-0000 NEO INDUSTRIAL APN: 0209-401-03-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-143-10-0000 RAILROAD INDUSTRIAL APN: 0209-143-14-0000 RAILROAD INDUSTRIAL APN: 0209-401-22-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-411-18-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-411-19-0000 21ST CENTURY EMPLOYMENT MIXED EMPLOYMENT 2 ZONE APN: 0209-272-26-0000 GENERAL OPEN SPACE FLOOD CONTROL/UTILITY CORRIDOR APN: 0209-143-27-0000 NEO INDUSTRIAL APN: 0209-143-26-0000 NEO INDUSTRIAL APN: 0209-143-07-0000 NEO INDUSTRIAL SD SD CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DR. SUITE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL:949-351-5325 1.PER FEMA MAP NO. 06071C8635J, EFFECTIVE DATE: SEPTEMBER 26, 2014 THE PROPERTY IS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND LOCATED WITHIN FLOOD ZONE X. 2. NOT SUBJECT TO LIQUEFACTION OR OTHER GEOLOGICAL HAZARDS, SAID PROPERTY IS NOT IN ANY SPECIAL STUDY ZONES. 3.SETBACKS OF SLOPES TO PROPERTY LINES SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA MUNICIPAL CODE REQUIREMENTS. 4.NO EXISTING STRUCTURES LOCATED ON SITE. 5. ALL SLOPES ARE AT A MAXIMUM OF 2:1 RATIO 6. TOTAL PARCEL ACREAGE: 336,283 SF / 7.72 AC PROJECT INFORMATION N.T.S. VICINITY MAP SURVEY CG-02 UTILIZATION MAP 02 OWNER/APPLICANT ARCHITECT GOREE 5151 SAN FELIPE ST. SUITE 1700 HOUSTON, TX 77056 CONTACT: RUDY PAGSANJAN TEL: 713-660-6102 COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DR. SUITE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL:949-351-5325 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AM AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/25 05/01/2024 05/01/24 SHEET OF 04 CAL BOX 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 PARCEL/USE DATA PARCEL MAP NO.APN ZONING USE ORANGE EMPIRE ACRES M.B. 20/1 0209-143-05-0000 NEO INDUSTRIAL NEO INDUSTRIAL MAP 20032 P.M. 251/83-84 PAR. 1 0209-143-07-0000 NEO INDUSTRIAL NEO INDUSTRIAL MAP 19637 P.M.247/93-94 PAR.3 0209-143-08-0000 NEO INDUSTRIAL NEO INDUSTRIAL MAP 19637 P.M.247/93-94 PAR. 4 0209-143-10-0000 INDUSTRIAL RAILROAD MAP 19637 P.M.247/93-94 PAR. 5 0209-143-11-0000 NEO INDUSTRIAL NEO INDUSTRIAL MAP 19637 P.M.247/93-94 PAR. 2 0209-143-13-0000 NEO INDUSTRIAL NEO INDUSTRIAL MAP 19637 P.M.247/93-94 PAR. 6 0209-143-14-0000 INDUSTRIAL RAILROAD MAP 19637 P.M.247/93-94 PAR. 1 0209-143-26-0000 NEO INDUSTRIAL NEO INDUSTRIAL ORANGE EMPIRE ACRES M.B. 20/1 0209-143-27-0000 NEO INDUSTRIAL NEO INDUSTRIAL ORANGE EMPIRE ACRES M.B. 20/1 0209-272-20-0000 EMPIRE LAKES SPECIFIC PLAN CITY CENTER ORANGE EMPIRE ACRES M.B. 20/1 0209-272-26-0000 FLOOD CONTROL/UTILITY CORRIDOR GENERAL OPEN SPACE MAP 148-36-63A PAR. 1 0209-272-30-0000 CENTER 2 ZONE CITY CENTER MAP 148-36-63A PAR. 1 0209-401-03-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 20032 P.M. 251/83-84 PAR. 1 0209-401-04-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 872-36-112 PAR. 2 MRO 0209-401-05-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 19762 P.M. 250/72-74 PAR. 1 0209-401-06-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 19762 P.M. 250/72-74 PAR. 2 0209-401-22-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 19762 P.M. 250/72-74 PAR. 3 0209-401-23-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 148-36-63B PAR. 1 0209-411-18-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT MAP 148-36-63B PAR. 1 0209-411-19-0000 MIXED EMPLOYMENT 2 21ST CENTURY EMPLOYMENT CALIFORNIA BOX 2 8949 TORONTO AVE. RANCHO CUCAMONGA, CA 91730 *PER CITY OF RANCHO CUCAMONGA ARCGIS ZONING PLAN VIEWER (ZONING) & GENERAL PLAN VIEWER (LAND USE) 1109 1108 110 7 110 6 110 6 110 4110 3 1101 1 1 0 3 1102 1 1 0 6 1 1 0 7 1 1 0 8 110 4 110 8 1 1 0 8 110 9 111 1 1111 110 8 1 1 0 3 N0 0 ° 2 8 ' 2 7 " E 4 5 8 . 7 3 ' N0 0 ° 0 6 ' 2 8 " W 6 1 3 . 1 8 ' N89°31'52"W 531.99' N89°31'15"W 507.89' N1 5 ° 2 8 ' 2 7 " E 8 7 . 5 1 ' PARCEL 27 PARCEL MAP NO, 6194 CL E V E L A N D A V E N U E ( V A C A T E D ) TO R O N T O A V E N U E 1103 1102 1101 110 0 1 1 0 4 SD SD SD SD SD SD SD SD SD S D S D SD S D S D 9.24FF 9.22FS 9.24FF 9.22FS 9.24FF 9.22FS 9.24FF 9.22FS (7.65FS) 9.24FF 9.22FS 8.20 DOOR 9.24FF 9.22FS (5.27TC) (5.52TC) (5.69TC) (5.81TC) (6.06TC) (6.36TC) (6.34TC) (6.46TC) 5.39 FS 6.51 FS 6.53 FS 5.36 FS (9.74FF) (9.99FF) (10.20FF) (9.24FF) (4.34TC) (3.84FS) (4.14TC) (4.19TC) (3.77FS) (4.31TC) (4.06TC) (3.82TC) (4.44TC)(5.54TC) (5.07FS) 5.20 TC-FS (6.00FS)(5.37FS)(4.08FS)(5.53FS)(4.37FS) (6.07FS)(5.45FS)(4.16FS)(5.54FS)(4.40FS) 4.57TC (4.07FS) 4.48TC (3.98FS) (2.88TC) 2.43FS (2.92TC) (2.47FS) 2.03TC 1.53FL 1.65FS 2.00TC 1.50FL 1.62FS 9.24FF 9.22FS PROP. BUILDING ADDITION FFE "C" =1109.24 PAD=1108.74 2.0% 2.0% 2.0% 2.0% (9.90FS) (10.30FS) 9.24 FF-GB 9.24 FF-GB (1 . 6 % ) (1 . 7 % ) (3 . 3 % ) (3 . 9 % ) 1.36TC (0.88FS) 1.53TC (1.03FS) (3.5 % ) 2.2% 1. 0 % 1.0% 9.12TS (7)-6-1/4" RISERS 5.48 FS-BS 8.50FS DOOR INTERIOR RAMP TO @ 10% MAX 9.24FF 8.57FG 8.57FG 11 0 6 EX. TRANSFORMER TO BE RELOCATED 1 1 0 5 1 1 0 8 1109 11 1 0 11 0 7 7.58 FS-GB EXISTING BUILDING TO REMAIN FFE VARIES: (+-9.74) PROP. UNDERGROUND INFILTRATION BMP. SEE PWQMP/HYD PROP. STORM DRAIN FOR ROOF DRAIN DOWNSPOUT PROP. STORM DRAIN FOR ROOF DRAINAGE PROP. 6" SEWER LATERAL POC TO EX. SEWER MH EX. 8" FIRE SERVICE DCDA TO REMAIN EX. WATER METERS & BACKFLOWS TO REMAIN PROP. ADA ACCESS RAMP EX. WALL TO BE REMOVED. NEW EXT. CURB TO BE INSTALLED 4. 9 % 4. 9 % 2.8% EX. SSMH TO REMAIN 1100.25INV (APPROX.) PROP. ADA ACCESSIBLE PATHWAY TO PUBLIC ROW. RESTRIPE STALLS 9' TYP. 18 ' TY P . 40 ' 5' LIMITS OF SAWCUT/DEMO FOR NEW CONCRETE PAVEMENT (6.58TC) (6.08FS) 7.41TC (6.91FS) 1 1 0 5 110 6 1 1 0 7 11 0 6 11 0 7 11 0 6 11 0 7 110 9 11 0 7 11 0 7 PROPOSED LPG STATION CC B B A A D D EX. SSMH TO REMAIN SS PROPOSED SS LATERAL MIN INV = 1101.6067 TOP OF PIPE = 1102.1067 PIPE COVER = 6.20 FEET 3. 0 % PROP. 26-FT WIDE MULTI-USE TRAIL. FINAL LOCATION TO BE DETERMINED BY CITY ENGINEER 9.12TS (5)-6" RISERS 6.62 FS-BS EXISTING FIRE HYDRANT TO BE REMOVED EXISTING PROPANE TANKS TO BE REMOVED EXISTING 8" DRAIN INLETS TO BE REMOVED (10.14FS) 10.12FF ADJUST INTERIOR SLAB TO 9.24 FF 9.03 FS 110 8 1 1 0 8 9.16FS-GB (8.50FS) (10.16FF) 10.14FS (8.12FS) 8. 2 % 3. 0 % (1 . 8 % ) 8.16TC (7.68FS) (7.12FS) (7.26TC) (6.75FS) (6.85FS) 7.24TC (6.74FS) 7.22TC (6.72FS) (7.29TC) (6.82FS) (7.99FS) (7.35FS) (7.00FS) (8.12TC) (7.90FS) (7.55FS) (7.48FS) (7.83FS) (7.57FS) 1. 8 % (8.16FS) (7.84FS) (8.38TC) END CURB (7.88FS)(7.98FS) (8.06FS)(8.08FS)(7.59FS) (1.1%)1.5%7.24TC (6.74FS) (6.77FS) (8.47TC) (7.21FS) 1. 8 % (1.1%) (1.1%) 2.0% 8.24TC 7.74FS 8.22TC 7.72FS MATCH (7.94TC) (7.44FS) MATCH (6.65FS) 7.58FS-GB 7.36FS-GB 1.8% (6.67FS) (8.04TC) 7.54FS 7.51FS-GB 7.80FS 7.48FS 1. 9 % 1. 9 % 1.0% (2.5 % ) MATCH (6.80FS) 5.0% MATCH (7.01FS-GB) 4.5%1. 4 % MATCH (7.46FS) MATCH (8.46TC) (7.96FS) 4.8%(1.5%) 10.04 FS-GB 9.27 FS-GB 9.66TC 9.16FS-GB 9.66TC 9.16FS-GB 4.0% MATCH (9.05TC) (8.68FS) MATCH (8.63TC) (8.13FS) 1. 8 % 1 1 0 8 1109 11 1 0 11 0 7 EX. RAMP TO BE REMOVED & REPLACED W/ ADA ACCESS RAMP 4.8% 3.2 % 35 ' 5' 5' 9' 6' 9' (7.79FS) 8' 18' 7.64FS PROP. LIMITS OF SAWCUT (XX.XX)EXISTING ELEVATION BOW BACK OF WALK CF CURB FACE ELEV ELEVATION ELEC ELECTRICAL EX EXISTING FF FINISH FLOOR FL FLOW LINE FG FINISH GRADE FS FINISH SURFACE GB GRADE BREAK INV INVERT MAX MAXIMUM ABBREVIATIONS: MH MANHOLE MIN MINIMUM MWD MUNICIPAL WATER DISTRICT OC ON CENTER TC TOP OF CURB TG TOP OF GRATE TYP TYPICAL W WIDTH WM WATER METER N.T.S. VICINITY MAP PROPOSED DISTURBED AREA: 65,430 SF PROPOSED/REPLACED IMPERVIOUS AREA: 57,128 SF PROPOSED PERVIOUS AREA: 8,302 SF TOTAL SITE AREA: 321,374 SF (7.37 ACRES) PERVIOUS/IMPERVIOUS AREAS: CG-03 CONCEPTUAL GRADING PLAN 03 ELECTRICITY: SOUTHERN CALIFORNIA EDISON 800-655-4555 GAS: SOUTHERN CALIFORNIA GAS 800-427-2200 WATER: CUCAMONGA VALLEY WATER DISTRICT 909-944-6000 CABLE: SPECTRUM 888-892-4357 UTILITY PROVIDERS NUMBER DATE REVISIONS APP'V'D BENCHMARK: AM AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/25 05/01/2024 05/01/24 SHEET OF 04 CAL BOX 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DR. SUITE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL:949-351-5325 1.PER FEMA MAP NO. 06071C8635J, EFFECTIVE DATE: SEPTEMBER 26, 2014 THE PROPERTY IS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND LOCATED WITHIN FLOOD ZONE X. 2. NOT SUBJECT TO LIQUEFACTION OR OTHER GEOLOGICAL HAZARDS, SAID PROPERTY IS NOT IN ANY SPECIAL STUDY ZONES. 3.SETBACKS OF SLOPES TO PROPERTY LINES SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA MUNICIPAL CODE REQUIREMENTS. 4. ALL SLOPES ARE AT A MAXIMUM OF 2:1 RATIO 5. TOTAL PARCEL ACREAGE: 336,283 SF / 7.72 AC PROJECT INFORMATION SURVEY OWNER/APPLICANT CHRIS WALDERA, PRESIDENT CALIFORNIA BOX II 8949 TORONTO AVE. RANCHO CUCAMONGA TEL: 909-944-9202 ARCHITECT GOREE 5151 SAN FELIPE ST. SUITE 1700 HOUSTON, TX 77056 CONTACT: RUDY PAGSANJAN, AIA TEL: 832-463-0007 COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DR. SUITE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL:949-351-5325 LEGEND: EXISTING CONCRETE EXISTING LANDSCAPE PROP. CONCRETE PROP. LANDSCAPE PROP. MULTI-USE TRAIL EXISTING CONTOUR EXISTING WALL PROPERTY LINE CENTERLINE PROP. ADA PATH OF TRAVEL PROP. CONTOUR PROP. WATER LATERAL PROP. SEWER LATERAL PROP. STORM DRAIN LIMITS OF WORK EXISTING EASEMENT SEE CG-01 FOR FURTHER DETAILS XXXX W SS SD XX SOILS ENGINEER NORCAL ENGINEERING 10641 HUMBOLT ST LOS ALAMITOS, CA 90720 CONTACT: SCOTT SPENSIERO TEL:562-799-9469 DETAIL A: ADA PARKING IMPROVEMENTS SCALE: 1":10' DETAIL A: PROPOSED ADA ACCESS/PARKING IMPROVEMENTS PRELIMINARY EARTHWORK RAW CUT: 80 CY RAW FILL: 2543 CY EXPORT: 2463 CY FILL THESE ARE ENGINEERING ESTIMATES ONLY AND THE CONTRACTOR IS REQUIRED TO PERFORM THEIR OWN TAKE-OFFS FOR EARTHWORK. EXISTING DRIVE AISLE 114 112 110 108 106 104 116 51.2' EXISTING STORAGE AREA 65.7' EXISTING GRADE EXISTING GRADE2.1%2.8%1102.66 EG 102 100 98 1103.91TC 1103.41FL 3.0% 1105.27TC 1104.88FS 1105.63TC 1105.45FL1105.50 FS1105.52 FS 2.7% 3.2% ADA PATH OF TRAVEL 5.0' 1.9%0.4% 3.6% 8.0' 114 112 110 108 106 104 116 102 100 98 SOUTH PL EXISTING LANDSCAPE EXISTING DRIVE AISLE EXISTING PARKING STALL EXISTING LANDSCAPE EXISTING PARKING STALL 18.0'24.6'19.9'5.9'EXISTING BUILDING 1109.15FF EXISTING DRIVE AISLE116 114 112 110 108 106 118 EXISTING BUILDING 1110.31FF EAST PL 1.9'26.1' EXISTING GRADE 116 114 112 110 108 106 118 SIDEWALK 1111.09TC 1110.67FS 1110.44TC 1109.72FL 3.4%2.2% 15.9' EX. LANDSCAPE 1113.87 EG STORAGE AREA EXISTING LANDSCAPE NORTH PL EXISTING BUILDING 1110.86FF EXIST. GUTTER 19.2'23.6'3.0' 1110.78 EG EXISTING GRADE 0.6' 116 114 112 110 108 106 118 116 114 112 110 108 106 118 EXISTING GRADE4.6%2.4%1110.53 FS1.1% 1110.52 FS 1110.40 FL 23.5' 1110.84 FS 1.4% EXISTING DRIVE AISLE 1111.46 EG EXISTING EDGE OF PAVEMENT EXIST. PARKING STALL PROPOSED LANDSCAPE EXIST. DRIVE AISLE WEST PL EXIST. BUILDING 1109.74FF1.5' 12.6'28.3' EXISTING GRADE 112 110 108 106 104 102 100 1.5' PROPOSED BUILDING EXPANSION 1109.24FFPROPOSED GRADE EXISTING WALL TO BE REMOVED EXISTING CONCRETE GUTTER (1104.12FL) (1104.22FS) (1105.63TC) (1105.13FS) 18.0' 1109.24FF 1108.57FS 114 112 110 108 106 104 102 100 114 EXISTING GRADE EXISTING GRADE N.T.S. VICINITY MAP CG-4 SITE SECTIONS 4 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AM AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/25 05/01/2024 05/01/24 SHEET OF 04 CAL BOX 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 SECTION "D-D" SCALE:1"=10' SECTION "C-C" SCALE:1"=5' SECTION "B-B" SCALE:1"=5' SECTION "A-A" SCALE:1"=10' 1109 1108 110 7 110 6 110 6 110 4110 3 1101 1 1 0 3 1102 1 1 0 6 1 1 0 7 1 1 0 8 110 4 110 8 1 1 0 8 110 9 11 1 1 1111 110 8 1 1 0 3 N0 0 ° 2 8 ' 2 7 " E 4 5 8 . 7 3 ' N0 0 ° 0 6 ' 2 8 " W 6 1 3 . 1 8 ' N89°31'52"W 531.99' N89°31'15"W 507.89' N1 5 ° 2 8 ' 2 7 " E 8 7 . 5 1 ' PARCEL 27 PARCEL MAP NO, 6194 CL E V E L A N D A V E N U E ( V A C A T E D ) TO R O N T O A V E N U E 1103 1102 1101 110 0 1 1 0 4 SS SS SS EXISTING 8" DCDA EXISTING PUBLIC FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING 4" FIRE SERVICE FH EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT EXISTING PRIVATE FIRE HYDRANT TO BE REMOVED 26.2' FIRE LANE PROPOSED BUILDING ADDITION 1109.24FF EXISTING BUILDING 35.0' FIRE LANE 150.0' HOSE PULL 31 . 0 ' FI R E L A N E 45 . 2 ' FI R E L A N E 27 . 7 ' FI R E L A N E EX. 8" FIRE LINE SERVICE DCDA BACKFLOW PREVENTER (XX.XX)EXISTING ELEVATION BOW BACK OF WALK CF CURB FACE ELEV ELEVATION ELEC ELECTRICAL EX EXISTING FF FINISH FLOOR FL FLOW LINE FG FINISH GRADE FS FINISH SURFACE GB GRADE BREAK INV INVERT MAX MAXIMUM ABBREVIATIONS: MH MANHOLE MIN MINIMUM MWD MUNICIPAL WATER DISTRICT OC ON CENTER TC TOP OF CURB TG TOP OF GRATE TYP TYPICAL W WIDTH WM WATER METER N.T.S. VICINITY MAP FM-01 FIRE ACCESS PLAN 01 LEGEND: EXISTING CONCRETE EXISTING LANDSCAPE PROP. CONCRETE PROP. LANDSCAPE EXISTING CONTOUR EXISTING WALL PROPERTY LINE CENTERLINE 150' FIRE HOSE HOSE PULL RADIUS XXXX PROJECT DATA: CAL BOX WAREHOUSE EXPANSION EXISTING GROSS BLDG AREA:+-99,400 SF PROPOSED GROSS BLDG AREA:+-47,000 SF TOTAL GROSS BLDG AREA:+-146,400 SF TYPE OF CONSTRUCTION:TYPE-IIIB FULLY SPRINKLERED NUMBER DATE REVISIONS APP'V'D BENCHMARK: AM AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/19 09/25/2023 09/25/23 SHEET OF 01 CAL BOX 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 LOT LT LOT LT LOT LT LOT LT LOT LT LOT LT FH FH WV WV WV WV SMH SMH SIGN SIGN SIGN FH WM SMH WM SMH 4" FIRE 8" FIRE 2" BFP 8" DRN 8" DRN 4" PIPE STRUCTURAL STEEL POST ON CONCRETE PIER ON CONCRETE CONCRETE PIER ON CONCRETE STLT SCO 1109 1108 110 7 110 6 110 6 110 4110 3 1101 1 1 0 3 1102 1 1 0 6 110 4 110 8 1 1 0 8 110 9 14.7' 16 . 0 ' 221.5' 8.0' 9. 7 ' 62 . 0 ' 1 1 0 3 GTE BX AIR AIR FF 1110.16 4" TRENCH DRN FF 1109.87 RF 1147.77 FF 1109.38FF 1109.29 FF 1109.12 FF 1109.04 FF 1109.24 FF 1110.32 FF 1110.55 RF 1141.86 RF 1146.02 RDRD RF 1145.25 GATE N0 0 ° 0 6 ' 2 8 " W 6 1 3 . 1 8 ' N89°31'15"W 507.89' N1 5 ° 2 8 ' 2 7 " E 8 7 . 5 1 ' TO R O N T O A V E N U E 1103 1102 1101 110 0 1 1 0 4 SD SD SD SD SD SD S D SD SD SD SD SD S D S D S D SS SS SS SS C C C C C C C C C C C Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EpEpEpEp Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc Rc C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Ep C C C C C C C C C C C C C C C C C C C C C C Rc Rc NEW BUILDING EXPANSION EXISTING BUILDINGPR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPOSED LPG STATION EXISTING PALMS QTY BOTANICAL / COMMON NAME 4 SYAGRUS ROMANZOFFIANA QUEEN PALM 17 WASHINGTONIA ROBUSTA MEXICAN FAN PALM EXISTING TREES QTY BOTANICAL / COMMON NAME 4 BRACHYCHITON X 'MAJESTIC BEAUTY' MAJESTIC BEAUTY BOTTLE TREE 7 CINNAMOMUM CAMPHORA CAMPHOR TREE 2 LAGERSTROEMIA INDICA CRAPE MYRTLE 9 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 18 PINUS CANARIENSIS CANARY ISLAND PINE 1 PINUS HALEPENSIS ALLEPO PINE PLANT SCHEDULE LP01 SHRUBS QTY BOTANICAL / COMMON NAME WUCOLS SIZE REMARKS 212 CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM L 1 GAL.@ 4`-0" O.C. 21 ELAEAGNUS PUNGENS THORNY ELAEAGNUS L / M 5 GAL.@ 8`-0" O.C. 73 RHAPHIOLEPIS INDICA 'CLARA' CLARA INDIAN HAWTHORN L 5 GAL.@ 3`-0" O.C. C Ep Rc PLANT SCHEDULE LP01 REMARKS EXISTING EXISTING REMARKS EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING D KEY MAP N.T.S. RAIL ROAD TO R O N T O AV E NORTH AREA SOUTH AREA 0 Scale: 1"=20' 10 20 40 NUMBER DATE REVISIONS APP'V'D BENCHMARK: PC BHCHECKED BY: DRAWN BY: DATE:09/25/23 SHEET OF 03 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 BRANDON HANNA, RLA EXP. 9/30/25 DATE 09/25/2023Brandon Hanna Brandon Hanna 16672 Millikan Avenue Irvine, CA 92606 T: (949) 224-0040 www.missionlandscape.com 09/25/23 AGENCY SUBMITTAL LANDSCAPE CONCEPT PLANTING PLAN - SOUTH LP-O1 2 Under Ground Service Alert of Southern California TWO WORKING DAYS BEFORE YOU DIG 811 CONTACT MATCHLINE REFER TO SHEET # LP-02 MATCHLINE REFER TO SHEET # LP-02 MATCHLINE REFER TO SHEET # LP-02 ITEM: LEGEND A B C DESCRIPTION:TAG: INFILL / EXTEND / REPAIR EXISTING TURF AND IRRIGATION BASED ON INSTALLATION OF NEW WALKWAY E REMARKS REPAIR / REPLACE EXISTING LANDSCAPE AND TURF BASED ON INSTALLATION OF NEW SIDEWALK AND CURB. - - REFER TO GENERAL PLANTING AND IRRIGATION NOTES #3 THIS SHEET. PLANTING AREA - INSTALL 3" DEEP LAYER OF PLANTER MULCH IN ALL SHRUB AND GROUNDCOVER AREA 1.CONTRACTOR SHALL PROVIDE PHOTOS OF EACH VARIETY OF PLANT MATERIAL. FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. PHOTOS SHALL SHOW THE REPRESENTATIVE SIZE, QUALITY, AND CHARACTER OF EACH VARIETY. 2.THE QUANTITIES SHOWN IN THE PLANTING LEGEND ARE FOR CONVENIENCE ONLY. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL QUANTITIES OF PLANT MATERIAL AS DRAWN OR CALLED OUT ON THE PLAN. 3.THE CONTRACTOR SHALL INSTALL A 3" DEEP LAYER OF PLANTER MULCH IN ALL SHRUB AND GROUNDCOVER AREAS. SUBMIT SAMPLE AND TECHNICAL INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 4.NEW WATER EFFICIENT LANDSCAPE IRRIGATION SYSTEM ON AUTOMATED TIMERS AND SENSORS SHALL BE USED AND ABIDE BY ALL APPLICABLE CITY OF RANCHO CUCAMONGA WATER USE PROHIBITIONS. 5.CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONCERNS ABOUT THE EXISTING IRRIGATION SYSTEM AND RECOMMENDATIONS FOR REQUIRED IMPROVEMENTS. GENERAL PLANTING AND IRRIGATION NOTES: REFER TO CIVIL ENGINEER PLANS D EXISTING CANARY ISLAND PINES - PROTECT-IN-PLACE J A B B H DRIVE ISLE OR PARKING AREA REFER TO CIVIL ENGINEER PLANS ADA PATH OF TRAVEL REFER TO CIVIL ENGINEER PLANS REFER TO CIVIL ENGINEER PLANS PEDESTRIAN CONCRETE PAVING WALKWAYG L C B D -EXISTING PLANTING AREA F -EXISTING TURF AREA K PARKING STALL F F F E F E E E E E E EF E E D G G H J JK K -L EXTEND EXISTING IRRIGATION TO PROVIDE PROPER COVERAGE FOR NEW LANDSCAPE AREA -M REPAIR / REPLACE EXISTING LANDSCAPE AND IRRIGATION BASED ON INSTALLATION OF NEW CURB -N REPAIR / REPLACE EXISTING TURF, LANDSCAPE AND IRRIGATION AS REQUIRED BASED ON INSTALLATION OF NEW ADA RAMP M N N LOT LT FH FH FH FH WV WV FH PP WV WV PP 2 PROPANE TANKS CO UTILITY MH EDISON MH SD MH GTE MH RAILROAD SPUR CONCRETE SWALE STRUCTURAL STEEL POST ON CONCRETE PIER ON CONCRETE STRUCTURAL STEEL POST ON CONCRETE 1 1 0 6 1 1 0 7 1 1 0 8 110 4 11 1 1 GUY POLE 1111 110 8 34 5 . 2 ' 285.4' LOADING DOCK AIR AIR UTI UNIT AIR AIR FIRE SERVICE FIRE SERVICE 4" FIRE CO FF 1109.24 FF 1109.74 FF 1109.99 FF 1110.20 FF 1110.86 FF 1111.40 FF 1111.43 FF 1111.86 FF 1111.75 FF 1111.30 29 7 . 0 ' FF 1110.32 K RAIL GATE GATE N0 0 ° 2 8 ' 2 7 " E 4 5 8 . 7 3 ' N0 0 ° 0 6 ' 2 8 " W 6 1 3 . 1 8 ' N89°31'52"W 531.99' PARCEL 27 PARCEL MAP NO, 6194 COMMERCIAL BUILDING CL E V E L A N D A V E N U E ( V A C A T E D ) FF 1110.12 SD SD SD SD SD SD SD SD Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep Ep C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C NEW BUILDING EXPANSION EXISTING BUILDING PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E EXISTING TREES QTY BOTANICAL / COMMON NAME 2 BRACHYCHITON X 'MAJESTIC BEAUTY' MAJESTIC BEAUTY BOTTLE TREE 18 PINUS CANARIENSIS CANARY ISLAND PINE PLANT SCHEDULE LP02 SHRUBS QTY BOTANICAL / COMMON NAME WUCOLS SIZE REMARKS 273 CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM L 1 GAL.@ 4`-0" O.C. 32 ELAEAGNUS PUNGENS THORNY ELAEAGNUS L / M 5 GAL.@ 8`-0" O.C. C Ep PLANT SCHEDULE LP02 REMARKS EXISTING EXISTING 0 Scale: 1"=20' 10 20 40 NUMBER DATE REVISIONS APP'V'D BENCHMARK: PC BHCHECKED BY: DRAWN BY: DATE:09/25/23 SHEET OF 03 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 BRANDON HANNA, RLA EXP. 9/30/25 DATE 09/25/2023Brandon Hanna Brandon Hanna 16672 Millikan Avenue Irvine, CA 92606 T: (949) 224-0040 www.missionlandscape.com 09/25/23 AGENCY SUBMITTAL LANDSCAPE CONCEPT PLANTING PLAN - NORTH LP-O2 2 Under Ground Service Alert of Southern California TWO WORKING DAYS BEFORE YOU DIG 811 CONTACT KEY MAP N.T.S. RAIL ROAD TO R O N T O AV E NORTH AREA SOUTH AREA MATCHLINE REFER TO SHEET # LP-01 MATCHLINE REFER TO SHEET # LP-01 MATCHLINE REFER TO SHEET # LP-01 C O G O G C D B B B D ITEM: LEGEND A B C DESCRIPTION:TAG: NOT ASSIGNED E REMARKS REPAIR / REPLACE EXISTING LANDSCAPE BASED ON INSTALLATION OF NEW SIDEWALK AND CURB. - - REFER TO GENERAL PLANTING AND IRRIGATION NOTES #3 THIS SHEET. PLANTING AREA - INSTALL 3" DEEP LAYER OF PLANTER MULCH IN ALL SHRUB AND GROUNDCOVER AREA NOT ASSIGNED REFER TO CIVIL ENGINEER PLANS D EXISTING CANARY ISLAND PINES - PROTECT-IN-PLACE J H DRIVE ISLE OR PARKING AREA REFER TO CIVIL ENGINEER PLANS REFER TO CIVIL ENGINEER PLANSPEDESTRIAN CONCRETE PAVING WALKWAYG -EXISTING PLANTING F -NOT ASSIGNED K PARKING STALL L E E M P P J K N REFER TO CIVIL ENGINEER PLANSONEW STEPS WITH HANDRAIL P EXISTING RETAINING WALL -NOT ASSIGNED -NOT ASSIGNED -NOT ASSIGNED - NUMBER DATE REVISIONS APP'V'D BENCHMARK: PC BHCHECKED BY: DRAWN BY: DATE:09/25/23 SHEET OF 03 8949 TORONTO AVENUE RANCHO CUCAMONGA, CA 91730 APN: 0209-401-05-0000BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL MAP NO. 6194 ALSO CALLED OUT AS EIGHT STREET., N 89°31'52"E THE BENCHMARK FOR THIS SURVEY ARE THE FIELD NOTES FOR THE M.W.D. WATER LINE, PROJECT NAME CLEVELAND AVE, IN BOOK 4014, PAGE 700 DATED 10-7-74. ELEVATION : 1117.66 BRANDON HANNA, RLA EXP. 9/30/25 DATE 09/25/2023Brandon Hanna Brandon Hanna 16672 Millikan Avenue Irvine, CA 92606 T: (949) 224-0040 www.missionlandscape.com 09/25/23 AGENCY SUBMITTAL LANDSCAPE CONCEPT PLANTING IMAGERY LPI-O1 3 CARISSA MACROCARPA 'GREEN CARPET' DWARF NATAL PLUM ELAEAGNUS PUNGENS THORNY ELAEAGNUS RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN DN DN DN UP H HHHHH FH EXISTING TILTWALL BUILDING 98,406 SF PROPOSED TILTWALL EXPANSION 45,993 SF 531' - 9 1/4" 61 2 ' - 1 0 3 / 4 " 507' - 7 7/8" 15 4 ' - 3 1 / 8 " 45 8 ' - 6 1 / 2 " 60' - 2 1/8" 19 8 ' - 9 7 / 8 " 54' - 7 1/8" 44' - 11 5/8" 69 ' - 5 3 / 4 " 16 0 ' - 1 0 7 / 8 " 18 2 ' - 4 1 / 8 " CL CL 20 0 ' - 4 " RELOCATED LPG STATION DECORATIVE PAVING SCORED CONCRETE WAREHOUSE / STORAGE - 65,126 SF MANUFACTURING EQUIPMENT - 15,820 SF INDUSTRIAL MANUFACTURING - 20,451 SF OFFICE SPACE - 5,585 SF NUMBER OF PARKING SPACES REQUIRED PER TABLE 17.64.050 - PARKING REQUIREMENTS BY LAND USE EXISTING WAREHOUSE / STORAGE 1 PER 1,000 SF FOR FIRST 20,000 SF; 1 PER 2,000 SF FOR NEXT 20,000 SF; AND 1 PER 4,000 SF FOR THE REMAINING SF. 65,126 - FIRST 20,000 = 20 PS 45,125 - SECOND 20,000 = 10 PS 25,125 REMAINING = 6 PS 36 PS TOTAL INDUSTRIAL MANUFACTURING 2 PER 1,000 SF 11,779 SF = 24 PS TOTAL OFFICE SPACE 4 PER 1,000 SF 5,585 SF = 22 PS TOTAL TOTAL PARKING SPACES (PS) REQUIRED 94 PS TOTAL PROPOSED WAREHOUSE / STORAGE 1 PER 4,000 SF 44,810 SF= 12 PS TOTAL TOTAL PARKING SPACES (PS) PROVIDED 103 PS TOTAL 3 PS 9 PS 9 PS 3 PS 9 P S 9 P S 10 P S 12 PS 5 PS 6 PS 28 P S 65 ' - 6 " EXISTING FIRE LANE 20' - 0" 20 ' - 0 " 20 ' - 0 " AS102 A1 63' - 6" N 80' - 11"81' - 6 3/8"90' - 2 3/8" 45 ' - 8 " PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE TRAILER PARKING 8 P S 3 P S 14' - 0"5' - 0"70' - 0 " 90' - 6" HOSE LAY LANDSCAPING / GRASS PROPOSED FIRE HYDRANT PROPERTY LINE FIRE DEPARTMENT ACCESS DOORFDA SITE WALK PAVING NOT IN SCOPE DESIGNATED FIRE ACCESS LANE WAREHOUSE / STORAGE -65,126 SF MANUFACTURING EQUIPMENT -15,820 SF INDUSTRIAL MANUFACTURING - 20,451 SF OFFICE SPACE - 5,585 SF TRAILER PARKING CO P Y R I G H T E D D O C U M E N T : TH I S D R A W I N G A N D T H E B I M / C A D F I L E F R O M W H I C H I T H A S B E E N G E N E R A T E D A R E P R O V I D E D A S A N I N S T R U M E N T O F S E RV I C E F O R T H I S P R O J E C T . T H E S E D O C U M E N T S A R E T H E S O L E P R O P E R T Y O F G O R E E A R C H I T E C T S , I N C . A N Y U S E O F T H E S E D O C U M E N T S , D A T A A N D D E S I G N S F O R P U R P O S E S O T H E R T H AN T H O S E A S S O C I A T E D W I T H T H I S P R O J E C T W I T H O U T T H E E XP R E S S E D , W R I T T E N P E R M I S S I O N O F G O R E E A R C H I T E C T S , I NC . I S P R O H I B I T E D . © G O R E E A R C H I T E C T S 2 0 2 2 5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com PROJECT NAME PROJECT ADDRESS OWNER INFORMATION GOREE PROJECT NUMBER SHEET NUMBER SHEET NAME KEY PLAN STAMP / SIGNATURE CONSULTANTS PROJECT DESCRIPTION 1 2 3 4 5 A B C D E 1 2 3 4 5 CAL BOX II WAREHOUSE EXPANSION 8949 TORONTO AVENUE, RANCHO CUCAMONGA, CA,91730 AS101 C22096 CAL BOX II ARCHITECTURAL SITE PLAN CDR 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 949-351-5325 WWW.CDRWEST.COM DALLY+ASSOCIATES 9800 RICHMOND AVENUE, SUITE 460 HOUSTON, TX 77042 713-337-8881 DALLYASSOCIATES.COM GK-ENGINEERS 5959 W LOOP S, SUITE 350 BELLAIR, TX 77401 713-988-8894 GK-MEP.COM CIVIL STRUCTURAL MEP ADDITION OF EXISTING WAREHOUSE SITE PLAN LEGEND SITE PLAN GENERAL NOTES SITE PLAN KEYED NOTES SCALE:1/32" = 1'-0" OVERALL SITE PLANA1 TYPE SPACES CUSTOMER 15 EMPLOYEE 15 SERVICE 70 ADA PARKING 2 TOTAL 102 SITE PLAN KEYED NOTES PARKING ANALYSIS ISSUE HISTORY DATE: MARK: DESCRIPTION: 06/18/2024 DESIGN REVIEW EXISTING ENTRANCE GATE ADDED REQUIRED 90 PERCENT VIEW OBSCURRING METAL BACKING. EXISTING FENCE CAL BOX II 8949 DECORATIVE PAVING SCORED CONCRETE A3 AS102 EXISTING GATE CO P Y R I G H T E D D O C U M E N T : TH I S D R A W I N G A N D T H E B I M / C A D F I L E F R O M W H I C H I T H A S BE E N G E N E R A T E D A R E P R O V I D E D A S A N I N S T R U M E N T O F S E R VI C E F O R T H I S P R O J E C T . T H E S E D O C U M E N T S A R E T H E S O L E P RO P E R T Y O F G O R E E A R C H I T E C T S , I N C . A N Y U S E O F T H E S E D OC U M E N T S , D A T A A N D D E S I G N S F O R P U R P O S E S O T H E R T H A N T H O S E A S S O C I A T E D W I T H T H I S P R O J E C T W I T H O U T T H E E X P R E S S E D , W R I T T E N P E R M I S S I O N O F G O R E E A R C H I T E C T S , I N C . I S P R O H IB I T E D . © G O R E E A R C H I T E C T S 2 0 2 2 5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com PROJECT NAME PROJECT ADDRESS OWNER INFORMATION GOREE PROJECT NUMBER SHEET NUMBER SHEET NAME KEY PLAN STAMP / SIGNATURE CONSULTANTS PROJECT DESCRIPTION 1 2 3 4 5 6 B A C D E 1 2 3 4 5 6 B A C D E CAL BOX II WAREHOUSE EXPANSION 8949 TORONTO AVENUE, RANCHO CUCAMONGA, CA,91730 AS102 C22096 CAL BOX II SITE DETAILS CDR 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 949-351-5325 WWW.CDRWEST.COM DALLY+ASSOCIATES 9800 RICHMOND AVENUE, SUITE 460 HOUSTON, TX 77042 713-337-8881 DALLYASSOCIATES.COM GK-ENGINEERS 5959 W LOOP S, SUITE 350 BELLAIR, TX 77401 713-988-8894 GK-MEP.COM CIVIL STRUCTURAL MEP ADDITION OF EXISTING WARHOUSE ISSUE HISTORY DATE: MARK: DESCRIPTION: 06/18/2024 DESIGN REVIEW SCALE:1/4" = 1'-0" ENTRANCE GATEA3SCALE:1/4" = 1'-0" OVERALL SITE PLAN - ENTRANCE GATEA1 DN DN DN UP UP A2 A201 ALIGN C2 A201 D2 A201 B2 A201 EXI EXH EXG EX1 EX2 EX3 EX4 EX5 EX6 EX7 EXE EXD EXC EXB EXA EXF 321 G.3 EXISTING TILTWALL BUILDING CLCLCL 52' - 0" 88' - 8 3/8" 42' - 0" 47' - 0" 56' - 0" 52' - 8" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 24' - 8" CL CL 55 ' - 4 " . 2 0 0 ' - 4 " 8 9 ' - 0 " . CL 51' - 9 3/8" 34 4 ' - 8 " 24 ' - 1 1 / 8 " 18 ' - 5 3 / 4 " 56 ' - 8 " 4 8 ' - 0 " 4 8 ' - 0 " 4 8 ' - 0 " 4 8 ' - 0 " 4 8 ' - 0 " 4 8 ' - 0 " 1 6 ' - 0 " 2 1 ' - 1 0 1 / 4 " EXISTING OFFICES PROPOSED TILTWALL EXPANSION 98,406 SF45,993 SF R.R. R.R. 4' - 2" 4' - 2 " 17' - 4" 17 ' - 4 " EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN NOT IN CONTRACT EXISTING MILLWORK TO REMAIN INDICATES MILLWORK TO BE DEMOLISHED BUILDING CORE ELEMENTS A.GC TO FIELD VERIFY CONDITIONS BEFORE PROCEEDING AND INFORM ARCHITECT AND TENANTS REPRESENTATIVE OF ANY DISCREPANCIES. B.ALL DIMENSIONS ARE TO FACE OF GWB, EXCLUSIVE OF APPLIED FINISHES, TYPICAL,UNLESS NOTED OTHERWISE. C.IN DIMENSION STRINGS, A "+/-" INDICATES A DIMENSION TO BE FIELD VERIFIED AFTER THE REMAINDER OF THE STRING IS LAID OUT. NOTIFY ARCHITECT OF ANY SIGNIFICANT DIMENSIONAL DISCREPANCIES GREATER THAN 1". D.ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED TO CONFORM TO THE FIRE RESISTIVE STANDARDS OF THE LOCAL JURISDICTION HAVING AUTHORITY. E.ALL FLOORS SHALL BE LEVELED TO 1/8" IN 10'0" OR TO INDUSTRY STANDARD. FLOORS SHALL BE FILLED AND SWEPT BROOM CLEAN. F. GC TO VERIFY CONDITION OF EXISTING WINDOW TREATMENTS. REPLACE DAMAGED OR MISSING WITH NEW TO MATCH. ALL WINDOW TREATMENTS ARE TO BE CONSISTENT WITHIN EACH ROOM. PARTITIONS G.REFER TO SHEET XXXX FOR PARTITION TYPES AND ADDITIONAL NOTES H.ALL NEW PARTITIONS ARE SHOWN SHADED AND, UNLESS NOTED OTHERWISE ON PLAN, ARE TYPE "A2" OR "E2" (REFER TO LEGEND FOR SHADING TYPES). OTHER PARTITION TYPE WHICH MAY BE CALLED OUT ON THE PLAN SUPERSEDE THE SHADING SHOWN AT THAT LOCATION. REFER TO THIS SHEET ONLY FOR WALL SHADING TYPES. I.WHERE NEW PARTITIONS JOIN EXISTING, CONTRACTOR TO VERIFY EXISTING PARTITION THICKNESS AND MATCH NEW TO EXISTING. J.VERIFY EXISTING COMMON CORRIDOR AND ADJACENT TENANT WALLS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. IF NOT, EXTEND EXISTING WALLS TO STRUCTURE ABOVE, RE: PARTITION TYPE "K". DOORS L.REFER TO SHEET XXXX FOR DOOR, FRAME AND HARDWARE SCHEDULES AND RESPONSIBILITIES AND ADDITIONAL NOTES. COORDINATE WITH FINISHES SPECIFICATIONS. ALL DOOR JAMBS TO BE SET 6" FROM INTERSECTING PARTITIONS, TYPICAL, UNO. M.ALL NEW OR REUSED DOORS AND FRAMES TO MATCH EXISTING DOORS AND FRAMES WITHIN LEASE SPACE, UNO. EVALUATE DOORS FOR REUSE, GC TO TOUCH UP AS REQUIRED TO BEING TO LIKE NEW CONDITION. ALL DOORS WITH LOCKSETS NOT USED TO BE PATCHED WITH METAL BLANKS IF NECESSARY. IF DOOR UNDERCUTS EXCEED 1/2" AFF, GC SHALL CONTACT ARCHITECT IN ORDER TO DETERMINE IF CORRECTIVE ACTION IS REQUIRED. N.ALL HARDWARE SHALL BE LEVER TYPE, UNO. GC TO VERIFY COMPLETENESS OF ALL LATCH SETS AND LOCK SETS FOR REUSE AND PROVIDE MISSING COMPONENTS AS REQUIRED. PLUMBING O.GC TO VERIFY OPERATIONAL CONDITION OF ALL EXISTING PLUMBING TO REMAIN AND CONDITION OF ASSOCIATED MILLWORK AND REPAIR AS REQUIRED. P.ALL NEW FAUCETS TO BE EQUIPPED WITH ADA APPROVED WRIST BLADES UNLESS HANDS FREE DEVICE IS SPECIFIED. Q.ALL PLUMBING IN RETURN AIR PLENUM TO BE CAST IRON AS PER LOCAL JURISDICTION HAVING AUTHORITY. MILLWORK R.GC TO EXAMINE CONDITON OF ALL EXISTING MILLWORK AND REPAIR TO ACCEPTABLE CONDITION. S.SCRIBE ALL MILLWORK TO ADJACENT SURFACES AS REQUIRED. T.PROVIDE FIRE RETARDANT BLOCKING IN PARTITIONS AT WALL MOUNTED EQUIPMENT AND MILLWORK. U.WHEN MILLWORK ABUTTS A PARTITION, THE PARTITION SHALL EXTEND 1" BEYOND THE EDGE OF THE MILLWORK. V.CONTRACTOR TO MATCH SILICONE COLOR TO MILLWORK FINISHES. K.ALL INTERIOR GLAZING SYSTEMS TO BE MURAFLEX FINO, U.N.O. CONTACT FRANK BRUNO @ TEXAS INTERIORS FOR PRICING. N CO P Y R I G H T E D D O C U M E N T : TH I S D R A W I N G A N D T H E B I M / C A D F I L E F R O M W H I C H I T H A S B EE N G E N E R A T E D A R E P R O V I D E D A S A N I N S T R U M E N T O F S E R V I CE F O R T H I S P R O J E C T . T H E S E D O C U M E N T S A R E T H E S O L E P R O P ER T Y O F G O R E E A R C H I T E C T S , I N C . A N Y U S E O F T H E S E D O C U ME N T S , D A T A A N D D E S I G N S F O R P U R P O S E S O T H E R T H A N T H O S E A S SO C I A T E D W I T H T H I S P R O J E C T W I T H O U T T H E E X P R E S S E D , W R IT T E N P E R M I S S I O N O F G O R E E A R C H I T E C T S , I N C . I S P R O H I B I T ED . © G O R E E A R C H I T E C T S 2 0 2 2 5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com PROJECT NAME PROJECT ADDRESS OWNER INFORMATION GOREE PROJECT NUMBER SHEET NUMBER SHEET NAME KEY PLAN STAMP / SIGNATURE CONSULTANTS PROJECT DESCRIPTION 1 2 3 4 5 A B C D E 1 2 3 4 5 CAL BOX II WAREHOUSE EXPANSION 8949 TORONTO AVENUE, RANCHO CUCAMONGA, CA,91730 A101 C22096 CAL BOX II OVERALL FLOOR PLAN CDR 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 949-351-5325 WWW.CDRWEST.COM DALLY+ASSOCIATES 9800 RICHMOND AVENUE, SUITE 460 HOUSTON, TX 77042 713-337-8881 DALLYASSOCIATES.COM GK-ENGINEERS 5959 W LOOP S, SUITE 350 BELLAIR, TX 77401 713-988-8894 GK-MEP.COM CIVIL STRUCTURAL MEP ADDITION OF EXISTING WARHOUSE SCALE:3/64" = 1'-0" OVERALL FLOOR PLANA1 N FLOOR PLAN LEGEND FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYED NOTES ISSUE HISTORY DATE: MARK: DESCRIPTION: 06/18/2024 DESIGN REVIEW N EXI EXH EXG EX1 EX2 EX3 EX4 EX5 EX6 EX7 EXE EXD EXC EXB EXA EXF 321 G.3 EXISTING TILTWALL BUILDING 3' - 6" 3' - 6 " DENOTES TAPERED INSULATION * 1/4" PER FT SLOPE TOP = TOP OF PARAPET DS = RECESSED DOWNSPOUT DENOTES RTU ZONE FUTURE PARKING PREFINISHED / PREFABRICATED ANODIZED ALUMINUM CANOPY A.GC TO COORDINATE WITH MECHANICAL SCREEN MANUFACTURER ON LOCATION OF MECHANICAL SCREEN POSTS. REFER TO STRUCTURAL FOR BRACING. B. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING FOR OTHER ROOF EQUIPMENT. C.PLACE ROOF WALK PAD AT PERIMETER OF MECHANICAL EQUIPMENT, ROOF HATCHES AND TRAVEL ROUTES FROM ROOF LADDERS. CO P Y R I G H T E D D O C U M E N T : TH I S D R A W I N G A N D T H E B I M / C A D F I L E F R O M W H I C H I T H A S BE E N G E N E R A T E D A R E P R O V I D E D A S A N I N S T R U M E N T O F S E R VI C E F O R T H I S P R O J E C T . T H E S E D O C U M E N T S A R E T H E S O L E P RO P E R T Y O F G O R E E A R C H I T E C T S , I N C . A N Y U S E O F T H E S E D OC U M E N T S , D A T A A N D D E S I G N S F O R P U R P O S E S O T H E R T H A N T H O S E A S S O C I A T E D W I T H T H I S P R O J E C T W I T H O U T T H E E X P R E S S E D , W R I T T E N P E R M I S S I O N O F G O R E E A R C H I T E C T S , I N C . I S P R O H IB I T E D . © G O R E E A R C H I T E C T S 2 0 2 2 5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com PROJECT NAME PROJECT ADDRESS OWNER INFORMATION GOREE PROJECT NUMBER SHEET NUMBER SHEET NAME KEY PLAN STAMP / SIGNATURE CONSULTANTS PROJECT DESCRIPTION 1 2 3 4 5 A B C D E 1 2 3 4 5 CAL BOX II WAREHOUSE EXPANSION 8949 TORONTO AVENUE, RANCHO CUCAMONGA, CA,91730 A120 C22096 CAL BOX II OVERALL ROOF PLAN CDR 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 949-351-5325 WWW.CDRWEST.COM DALLY+ASSOCIATES 9800 RICHMOND AVENUE, SUITE 460 HOUSTON, TX 77042 713-337-8881 DALLYASSOCIATES.COM GK-ENGINEERS 5959 W LOOP S, SUITE 350 BELLAIR, TX 77401 713-988-8894 GK-MEP.COM CIVIL STRUCTURAL MEP ADDITION OF EXISTING WARHOUSE SCALE:3/64" = 1'-0" OVERALL ROOF PLANA1 N ROOF PLAN LEGEND ROOF PLAN GENERAL NOTES ROOF PLAN KEYED NOTES ISSUE HISTORY DATE: MARK: DESCRIPTION: 06/18/2024 DESIGN REVIEW PARAPET A 32' -0" PARAPET B 36' -0" GROUND FLOOR 0" EXI EXH EXG EXE EXD EXC EXB EXAEXFG.3 FORMLINER -VERTICAL GLAZING -VISION SOLID -WHITE -GENERAL PAINT OVER CONCRETE EXISTING BUILDING N LEVEL 01 0" PARAPET A 32' -0" PARAPET B 36' -0" GROUND FLOOR 0" EXHEXGEXEEXDEXCEXBEXAEXF 56' - 8" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 28' - 8" 28' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 28' - 10" 19' - 2" G.3 17' - 4" 4' - 2" 43 ' - 0 " 4' - 0 " 3 6 ' - 0 " PARAPET A 32' -0" PARAPET B 36' -0" TRUCK COURT -4' -0" GROUND FLOOR 0" EX1EX2EX3EX4EX5EX6EX7 3 2 1 42' - 0"47' - 0" 23' - 6" 23' - 6" 23' - 6" 18' - 6" 56' - 0" 10 ' - 7 " 28' - 0"28' - 0" 40 ' - 0 " 36 ' - 0 " 4 ' - 0 " LEVEL 01 0" PARAPET A 32' -0" PARAPET B 36' -0" TRUCK COURT -4' -0" GROUND FLOOR 0" EX1 EX2 EX3 EX4 EX5 EX6 EX7321 MATCH EXISTING CL 19' - 0" 23' - 0" 23' - 6" 23' - 6" 28' - 0" 28' - 0" 42' - 0" 47' - 0" 56' - 0" 52' - 8" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 24' - 8" 45 ' - 0 " 4' - 2" 17' - 4" 43 ' - 0 " 4' - 0 " CO P Y R I G H T E D D O C U M E N T : TH I S D R A W I N G A N D T H E B I M / C A D F I L E F R O M W H I C H I T H A S BE E N G E N E R A T E D A R E P R O V I D E D A S A N I N S T R U M E N T O F S E R VI C E F O R T H I S P R O J E C T . T H E S E D O C U M E N T S A R E T H E S O L E P RO P E R T Y O F G O R E E A R C H I T E C T S , I N C . A N Y U S E O F T H E S E D OC U M E N T S , D A T A A N D D E S I G N S F O R P U R P O S E S O T H E R T H A N T H O S E A S S O C I A T E D W I T H T H I S P R O J E C T W I T H O U T T H E E X P R E S S E D , W R I T T E N P E R M I S S I O N O F G O R E E A R C H I T E C T S , I N C . I S P R O H IB I T E D . © G O R E E A R C H I T E C T S 2 0 2 2 5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com PROJECT NAME PROJECT ADDRESS OWNER INFORMATION GOREE PROJECT NUMBER SHEET NUMBER SHEET NAME KEY PLAN STAMP / SIGNATURE CONSULTANTS PROJECT DESCRIPTION 1 2 3 4 5 6 B A C D E 1 2 3 4 5 6 B A C D E CAL BOX II WAREHOUSE EXPANSION 8949 TORONTO AVENUE, RANCHO CUCAMONGA, CA,91730 A201 C22096 CAL BOX II OVERALL BUILDING ELEVATIONS CDR 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 949-351-5325 WWW.CDRWEST.COM DALLY+ASSOCIATES 9800 RICHMOND AVENUE, SUITE 460 HOUSTON, TX 77042 713-337-8881 DALLYASSOCIATES.COM GK-ENGINEERS 5959 W LOOP S, SUITE 350 BELLAIR, TX 77401 713-988-8894 GK-MEP.COM CIVIL STRUCTURAL MEP ADDITION OF EXISTING WARHOUSE SCALE:1/16" = 1'-0" OVERALL ELEVATION - EASTA2 EXTERIOR MATERIAL LEGEND ELEVATION KEYED NOTES SCALE:1/16" = 1'-0" OVERALL WEST ELEVATIONC2 SCALE:1/16" = 1'-0" OVERALL NORTH ELEVATIOND2 SCALE:1/16" = 1'-0" OVERALL SOUTH ELEVATIONB2 ISSUE HISTORY DATE: MARK: DESCRIPTION: 06/18/2024 DESIGN REVIEW SCALE: SOUTH WEST CORNER TOWERA1 C2 2 0 9 6 - C a l B o x I I - P h o t o m e t r i c i n fo r m a t i o n - C a l B o x E x p a n s i o n Designer Date 02/06/2024 Scale Not to Scale Drawing No. Summary 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.3 0.2 0.3 0.4 0.4 0.5 0.3 0.2 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.2 0.4 0.6 0.8 1.1 1.3 1.4 1.4 1.4 1.3 1.1 1.2 1.2 1.2 1.3 1.4 1.4 1.4 1.3 1.2 1.1 1.2 1.1 1.2 1.3 1.4 1.4 1.4 1.2 0.9 0.7 0.5 0.3 0.5 0.7 0.8 0.7 0.5 0.3 0.1 0.2 0.4 0.5 0.5 0.4 0.3 0.1 0.2 0.4 0.7 1.1 1.5 1.6 1.7 1.7 1.7 1.6 1.5 1.3 1.3 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.4 1.3 1.4 1.6 1.7 1.7 1.7 1.7 1.5 1.3 0.9 0.5 0.3 0.8 1.0 1.2 1.0 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.8 0.9 0.7 0.5 0.1 0.1 0.3 0.6 1.0 1.3 1.7 2.0 2.1 1.8 1.4 1.2 1.1 1.1 1.3 1.5 1.9 2.1 2.0 1.6 1.4 1.2 1.1 1.2 1.3 1.6 2.0 2.1 1.8 1.4 1.1 0.8 0.4 0.2 1.2 1.4 1.5 1.3 0.7 0.4 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.5 0.7 1.1 1.3 1.0 0.7 0.1 0.1 0.2 0.5 0.7 1.1 1.6 2.1 2.2 1.8 1.3 0.9 0.8 0.8 1.0 1.3 1.8 2.2 2.0 1.5 1.1 0.9 0.8 0.8 1.1 1.5 2.0 2.2 1.8 1.3 0.9 0.6 0.3 0.1 1.7 1.8 1.7 1.5 0.8 0.5 0.2 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.6 0.9 1.5 1.6 1.4 1.1 2.2 2.2 2.0 1.6 1.0 0.5 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.4 0.5 0.7 1.2 1.8 1.9 2.0 1.7 2.1 2.2 2.0 1.8 1.1 0.5 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.7 0.6 0.6 0.5 0.6 0.9 1.4 2.1 2.4 2.5 2.3 1.7 2.0 2.0 1.9 1.1 0.6 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.7 1.0 1.7 2.4 2.7 2.7 2.4 1.4 1.9 2.2 2.0 1.2 0.6 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.2 1.2 1.2 1.1 0.9 0.8 0.7 0.7 1.1 1.7 2.7 2.9 2.6 2.2 1.3 1.9 2.3 2.0 1.2 0.6 0.2 0.3 0.5 0.7 0.8 1.0 1.3 1.5 1.5 1.5 1.4 1.1 0.9 0.8 0.8 1.2 1.7 2.8 3.0 2.6 2.0 1.5 1.9 2.2 2.0 1.2 0.6 0.2 0.4 0.5 0.7 0.9 1.1 1.5 1.6 1.6 1.6 1.5 1.3 1.0 0.9 0.9 1.2 1.8 2.8 3.0 2.8 2.2 1.8 2.1 2.0 1.9 1.1 0.6 0.2 0.4 0.6 0.8 0.9 1.2 1.5 1.7 1.2 1.3 1.6 1.3 1.0 0.9 0.9 1.2 2.0 2.7 3.0 3.0 2.6 2.2 2.3 2.1 1.8 1.1 0.6 0.2 0.4 0.6 0.8 1.0 1.2 1.5 1.7 1.7 1.7 1.6 1.3 1.0 0.9 0.9 1.3 2.0 2.8 3.0 3.0 2.6 2.1 2.2 2.0 1.7 1.0 0.5 0.2 0.4 0.6 0.8 1.0 1.1 1.4 1.6 1.6 1.6 1.5 1.2 1.0 0.9 0.9 1.3 1.9 2.8 3.0 2.8 2.3 1.6 1.8 1.8 1.7 0.9 0.5 0.2 0.5 0.6 0.8 0.9 1.1 1.2 1.4 1.4 1.4 1.2 1.1 0.9 0.8 0.9 1.2 1.8 2.9 3.0 2.6 2.1 1.2 1.5 1.7 1.6 1.0 0.5 0.2 0.5 0.7 0.8 1.0 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.9 0.7 0.8 1.2 1.8 2.8 3.0 2.7 2.2 1.0 1.4 1.7 1.5 1.1 0.5 0.2 0.5 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 0.9 0.8 0.7 0.7 1.2 1.9 2.7 3.0 2.9 2.5 0.9 1.4 1.8 1.5 1.1 0.5 0.2 0.6 0.8 0.9 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.7 1.1 1.9 2.7 3.0 3.0 2.6 1.1 1.5 1.8 1.6 1.0 0.5 0.2 0.7 0.8 1.0 1.1 1.2 1.3 1.2 1.2 1.1 1.0 0.8 0.7 0.6 0.7 1.1 1.8 2.7 3.0 2.8 2.3 1.5 1.8 1.8 1.8 1.0 0.6 0.2 0.7 0.9 1.1 1.3 1.4 1.4 1.4 1.2 1.1 1.0 0.8 0.7 0.6 0.7 1.1 1.7 2.8 3.0 2.6 2.1 2.1 2.2 2.1 1.9 1.1 0.6 0.2 0.8 1.0 1.2 1.5 1.6 1.7 1.6 1.4 1.2 1.0 0.8 0.7 0.5 0.6 1.1 1.7 2.8 3.0 2.7 2.1 2.5 2.6 2.5 2.1 1.3 0.7 0.2 0.9 1.0 1.4 1.6 1.7 1.7 1.7 1.6 1.2 1.0 0.9 0.7 0.5 0.6 1.1 1.8 2.7 3.0 2.9 2.4 2.3 2.7 2.7 2.3 1.4 0.7 0.3 0.9 1.0 1.4 1.7 1.8 1.4 1.7 1.6 1.2 1.0 0.8 0.6 0.5 0.6 1.0 1.8 2.6 3.0 3.0 2.6 2.1 2.6 2.9 2.5 1.4 0.8 0.3 0.9 1.1 1.4 1.7 1.8 1.8 1.7 1.6 1.2 1.0 0.8 0.6 0.5 0.6 1.0 1.8 2.7 3.0 2.8 2.4 2.1 2.6 2.9 2.6 1.4 0.8 0.3 0.9 1.0 1.3 1.6 1.7 1.7 1.7 1.4 1.2 1.0 0.8 0.6 0.5 0.6 1.1 1.6 2.8 3.0 2.7 2.1 2.4 2.8 2.9 2.5 1.6 0.8 0.3 0.8 1.0 1.2 1.4 1.5 1.5 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.6 1.1 1.6 2.8 3.0 2.6 2.1 2.7 3.0 2.9 2.5 1.6 0.8 0.3 0.8 1.0 1.1 1.3 1.3 1.4 1.3 1.2 1.1 0.9 0.8 0.6 0.5 0.6 1.0 1.8 2.7 3.0 2.8 2.4 2.5 2.9 2.9 2.6 1.6 0.8 0.3 0.8 1.0 1.2 1.3 1.4 1.4 1.3 1.2 1.1 0.9 0.8 0.6 0.5 0.6 1.0 1.9 2.6 3.0 3.0 2.6 2.2 2.7 2.9 2.6 1.5 0.8 0.3 0.8 1.0 1.2 1.3 1.4 1.4 1.3 1.2 1.1 0.9 0.8 0.6 0.5 0.6 1.0 1.8 2.7 2.9 2.9 2.5 2.1 2.6 3.0 2.6 1.5 0.8 0.3 0.8 1.0 1.2 1.3 1.4 1.4 1.4 1.2 1.1 0.9 0.8 0.6 0.5 0.6 1.0 1.7 2.8 3.0 2.7 2.1 2.4 2.8 2.9 2.6 1.6 0.8 0.3 0.8 1.0 1.2 1.5 1.6 1.6 1.6 1.3 1.1 1.0 0.8 0.6 0.5 0.6 1.1 1.7 2.8 3.0 2.6 2.0 2.7 2.9 2.9 2.6 1.7 0.8 0.3 0.9 1.1 1.3 1.6 1.7 1.7 1.7 1.5 1.2 1.0 0.8 0.6 0.5 0.6 1.0 1.8 2.7 2.9 2.8 2.3 2.6 2.9 2.9 2.6 1.6 0.8 0.3 0.9 1.1 1.4 1.7 1.8 1.8 1.7 1.6 1.3 1.0 0.8 0.6 0.5 0.6 1.0 1.8 2.7 3.0 2.9 2.6 2.2 2.7 2.9 2.6 1.5 0.8 0.3 0.9 1.1 1.4 1.7 1.7 1.8 1.7 1.6 1.3 1.0 0.8 0.6 0.5 0.6 1.0 1.8 2.7 2.9 2.9 2.5 2.1 2.6 3.0 2.6 1.5 0.8 0.3 0.8 1.0 1.3 1.6 1.7 1.7 1.7 1.5 1.2 1.0 0.8 0.6 0.5 0.6 1.0 1.7 2.7 2.9 2.7 2.2 2.3 2.7 2.9 2.6 1.5 0.8 0.3 0.8 0.9 1.1 1.4 1.5 1.6 1.5 1.3 1.1 1.0 0.8 0.7 0.5 0.6 1.1 1.6 2.7 2.9 2.6 2.0 2.6 2.9 2.9 2.6 1.6 0.8 0.3 0.7 0.8 1.0 1.2 1.3 1.3 1.3 1.2 1.1 0.9 0.8 0.7 0.5 0.6 1.0 1.6 2.6 2.8 2.6 2.2 2.6 2.9 2.9 2.6 1.6 0.8 0.3 0.6 0.8 0.9 1.1 1.2 1.2 1.2 1.1 1.1 1.0 0.8 0.7 0.6 0.6 1.0 1.6 2.3 2.7 2.7 2.4 2.3 2.7 2.9 2.6 1.5 0.8 0.3 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.6 0.9 1.4 2.1 2.3 2.4 2.3 2.1 2.6 3.0 2.6 1.5 0.8 0.3 0.5 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.2 1.1 0.9 0.8 0.7 0.7 0.9 1.2 1.9 1.9 1.9 1.7 2.2 2.7 2.9 2.6 1.5 0.8 0.3 0.5 0.6 0.8 0.9 1.0 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 1.0 1.6 1.6 1.4 1.1 2.6 2.9 2.9 2.6 1.6 0.8 0.3 0.4 0.6 0.8 0.9 1.1 1.3 1.5 1.5 1.5 1.3 1.1 0.9 0.8 0.7 0.7 0.9 1.2 1.3 2.7 2.9 2.9 2.5 1.6 0.8 0.3 0.4 0.6 0.8 1.0 1.2 1.5 1.6 1.7 1.6 1.5 1.2 1.0 0.8 0.7 0.7 0.8 2.4 2.8 2.9 2.6 1.6 0.8 0.3 0.4 0.6 0.8 1.0 1.2 1.5 1.7 1.7 1.7 1.6 1.3 1.0 0.8 0.7 0.6 0.6 2.1 2.6 2.9 2.6 1.4 0.8 0.3 0.4 0.5 0.8 0.9 1.2 1.5 1.6 1.7 1.7 1.6 1.3 1.0 0.8 0.6 0.5 0.3 2.1 2.6 2.8 2.5 1.4 0.8 0.3 0.4 0.5 0.7 0.9 1.1 1.4 1.6 1.6 1.6 1.5 1.2 0.9 0.8 0.6 0.4 0.3 0.2 0.1 2.4 2.7 2.6 2.3 1.4 0.7 0.2 0.3 0.5 0.6 0.8 0.9 1.2 1.4 1.4 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.2 0.2 0.1 0.1 2.4 2.5 2.4 2.0 1.2 0.6 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.1 1.1 1.0 0.8 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.7 2.3 2.6 2.5 2.3 2.6 2.9 2.8 2.5 2.4 2.7 2.9 2.8 2.5 2.4 2.7 2.9 2.7 2.4 2.5 2.8 2.9 2.6 2.3 2.4 2.6 2.4 1.8 3.1 2.8 2.4 2.0 1.1 0.6 0.2 0.2 0.3 0.5 0.6 0.7 0.8 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.3 1.8 2.4 2.8 2.8 2.7 2.9 3.1 2.9 2.8 3.0 3.1 2.9 2.9 3.1 3.0 2.9 2.9 3.1 3.0 2.8 2.8 2.8 2.5 1.9 2.7 2.6 2.3 1.8 1.0 0.5 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.2 1.5 1.8 2.3 2.7 2.9 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 2.9 2.7 2.3 1.9 2.4 2.4 2.2 1.6 0.9 0.5 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.7 2.0 2.2 2.5 2.7 2.7 2.7 2.7 2.8 2.8 2.7 2.7 2.7 2.8 2.8 2.7 2.8 2.7 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.3 2.0 1.7 1.9 1.8 1.7 1.3 0.8 0.4 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.9 1.1 1.3 1.4 1.4 1.5 1.7 1.7 1.5 1.5 1.6 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 WP-EXWP-EXWP-EXWP-EXWP-EXWP-EXWP-EX WP-NEW WP-NEW WP-NEW WP-NEWWP-NEW WP-EXWP-EXWP-EXWP-EXWP-EXWP-EX WP-EX WP-EX WP-EX WP-EX WP-EX WP-EX PL-1 PL-1 PL-1 PL-1 Plan View Scale - 1" = 20ft RENDERED PERSPECTIVE