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HomeMy WebLinkAbout2023-04-18 - Agenda Packet If you need special assistance or accommodations to participate in this meeting, please contact the Planning Department at (909) 477-2750. Notification of 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility. Listening devices are available for the hearing impaired. APRIL 18, 2023- 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: Commissioner 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 April 4, 2023. D. Project Review Items D1. DESIGN REVIEW – PATRIOT PARTNERS - A request to construct one (1) warehouse/distribution building totaling 86,392 square feet within the Neo-Industrial (NI) District, located on the south of Whittram Avenue between Etiwanda Avenue and Hickory Avenue at 13045 Whittram Avenue; APNs: 0229-162-05, -04, -11, -12, and -13 (Design Review DRC2022-00156). E. Adjournment The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment time. If items go beyond that time, they shall be heard only with the consent of the Committee. I, Elizabeth Thornhill, Executive Assistant of the City of Rancho Cucamonga, or my designee, hereby certify that a true, accurate copy of the foregoing agenda was posted on Thursday, April 13, 2023, at least seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City’s website. Design Review Committee Meeting Rains Conference Room Meeting Agenda April 4, 2023 DRAFT MINUTES Rancho Cucamonga, CA 91730 6:00 p.m. A. Call to Order The meeting of the Design Review Committee held on April 4, 2023. The meeting was called to order by Sean McPherson, Staff Coordinator, at 6:00 p.m. Design Review Committee members present: Vice Chair Commissioner Tony Morales and Commissioner James Daniels. Staff Present: Tabe van der Zwaag, Associate Planner, Vincent Acuna, 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 Regular Meeting Minutes of February 28, 2023. Motion carried 2-0 vote to adopt the minutes as presented. D. Project Review Items D1. DESIGN REVIEW – NEWCASTLE PARTNERS - A request to demolish an existing office/warehouse building and its associated parking lot/outdoor storage area and construct two industrial/warehouse buildings totaling 74,387 square-feet within the Neo Industrial (NI) District, located at 9910 6th Street. APNs: 0209- 211-42 and -43 (Design Review DRC2022-00301). The Committee took the following action: Staff presented the item to the Design Review Committee. After staff's presentation, the applicant, Courtney Smith noted that the applicant has worked diligently with the city to produce the site plan for the site, shows two industrial/warehouse buildings. The two smaller buildings (as opposed to one large building) are being proposed per the direction of staff, which communicated to the applicant the need for smaller industrial buildings per the expectations of the site's Neo Industrial Employment General Plan designation. Commissioner Daniels asked the applicant if they foresee the conceptual floor plan on the two buildings to change significantly when a tenant is obtained, especially in the context that the site provides the exact number of parking spaces. The applicant responded saying that they do not anticipate changing the floor plan significantly that would result in the need for more parking spaces. Staff also noted that there is additional flexibility built into the code in the event that the site requires 2-3 more parking spaces than intended, in the form of not counting hallways, mechanical rooms, or stairwells in the parking count. Commissioner Morales said he liked the project and thinks it would be a good addition to the city. Commissioner Daniels thought that the proposed color scheme was too white and may not match the surrounding industrial development. He asked if the applicant could provide an alternative color scheme. The applicant agreed and said they will work with staff to provide additional color scheme. The Design Review Committee voted to move the project forward to the full Planning Commission, with a recommendation that the applicant provide additional color scheme for consideration during the Planning Commission hearing. Recommend approval to PC/PD. 2-0 Vote, with the understanding that the applicant will provide the commission with an alternative color pallette. D2. DESIGN REVIEW – FOOTHILL LANDING PROPERTY OWNER, LLC – A request for a site plan and design review to construct a mixed-use development comprising 360 residential units (including 3 live-work units), 4,200 square feet of commercial lease area, and 3,100 square feet of live-work commercial lease area on 6.14 acres of land at the northeast corner of Foothill Boulevard and Etiwanda Avenue in the Corridor 2 (CO2) Zone. APN: 1100-161-01, 02, and 03 (Design Review DRC2022-00280). The Committee took the following action: The Design Review Committee received staff’s report and asked questions related to the number of parking spaces (covered vs. uncovered), SB330 applications, the height and visibility of the parking garage, and the amenities. Staff responded that the difference between the total number of garage parking spaces and the covered parking spaces was due to the uncovered top deck of the parking garage, that State Bill 330 locks in the development standards for a project once the SB330 request is submitted, that the garage is 5 stories tall with 6 levels of parking (including the roof parking) and that a condition of approval will be added to the project requiring architectural enhancement if visible. Commissioner Daniels asked if there was any feedback related to the height of the building at the neighborhood meeting. Staff responded that there were no participants at the neighborhood meeting. The applicant provided an overview of the project amenities and stated that they do not believe that the upper level of the garage will be visible. The commissioners stated that the project was well designed and recommended that the project move forward to the Planning Commission for final review. Recommend approval to PC/PD. 2-0 Vote, with the understanding that staff will compose a condition requiring that the exterior wall of the structure be painted to match the roof. E. Adjournment Meeting was adjourned at 7:00 p.m. Respectfully submitted, Elizabeth Thornhill, Executive Assistant Planning and Economic Development Department Approved: Design Review Committee Regular Meeting Minutes – April 4, 2023 Page 2 of 2 Draft DESIGN REVIEW COMMENTS April 18, 2023 6:00 p.m. Mena Abdul-Ahad, Assistant Planner DESIGN REVIEW – PATRIOT PARTNERS - A request to construct one (1) warehouse/distribution building totaling 86,392 square feet within the Neo-Industrial (NI) District, located on the south of Whittram Avenue between Etiwanda Avenue and Hickory Avenue at 13045 Whittram Avenue; APNs: 0229-162-05, -04, -11, -12, and -13 (Design Review DRC2022- 00156). Site Characteristics and Background: The project site is comprised of five (5) parcels with an existing single-family home and office on one of the parcels. The five (5) parcels combined make up approximately 5.2 acres. The project site is square in shape, with frontage (width) of about 514 feet along Whittram Avenue and a depth of approximately 516 feet north to south. Whittram Avenue frontage is currently not improved with curb, gutter, and sidewalks. The site is surrounded by industrial uses and nonconforming uses such as single-family homes and truck storages. The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Vacant/Industrial Neo Industrial Employment District Neo Industrial (NI) North Industrial Neo Industrial Employment District Neo Industrial (NI) South Industrial/Rail Industrial Employment District Industrial Employment (IE) East Industrial Neo Industrial Employment District Neo Industrial (NI) West Industrial Neo Industrial Employment District Neo-Industrial (NI) Project Overview: The applicant proposes to construct a commercial warehouse building totaling 86,392 square feet. No specific use or tenant is currently proposed for the building at this time. The site will be accessed via a driveway off Whittram Avenue. A condition of approval from the Engineering Department requires that the applicant be responsible for completing public improvements along Whittram Avenue frontage, including but not limited to the construction of curb and gutter, sidewalks, streetlights, driveway approaches, bike trails, and landscape parkways. DRC COMMENTS DESIGN REVIEW DRC2022-00156 – PATRIOT PARTNERS April 18, 2023 Page 2OMMENTS Figure 1 – Site Plan Parking areas and loading docks for the building are located on the west and south portions of the parcel. All truck loading and truck trailer parking areas are located away from public view. The building is required to have 20 vehicle parking stalls for the office use and 41 vehicle parking stalls for the warehouse use, for a total of 61 stalls, meeting the minimum parking requirements. There are a total of 9 dock doors proposed. Therefore, a matching number of trailer parking stalls are also provided in compliance with the Development Code requirement. Landscaping is generally distributed along Whittram Avenue and within the buildings parking areas. All trees are proposed along the public right-of-way and within the subject property, are at least 24-inch box in size, in compliance with the Development Code. The project will be conditioned to landscape lighting along its street frontage to enhance the site’s nighttime DRC COMMENTS DESIGN REVIEW DRC2022-00156 – PATRIOT PARTNERS April 18, 2023 Page 3OMMENTS aesthetics and for public safety purposes. The project complies with all pertinent standards in the Neo Industrial (NI) zone, as demonstrated in the following table: The proposed building will feature a modern design featuring a combination of perforated and matte black metal panels, asymmetric widow placement, and sharp angles, resulting in a unique eye-catching design. The side and rear elevation of building carry the respective front elevations’ design elements resulting in a dynamic, yet cohesive architectural treatment throughout the entire site. Figure 2 – Front Elevation The proposed building will consist of two (2) office areas (both 2,500 square feet), warehouse area (83,694 square feet). The offices will be located on the first floor and mezzanine floor at the northwest corner of the building. There will be one (1) employee break area located outside of the building measuring approximately 300 square feet. Development Standard Required Proposed In Compliance? Front Yard 25’ 31’-9” YES Interior Side Yard 5’ / 5’ 58’ / 40’ YES Rear Yard 0’ 0’ YES Floor Area Ratio 40% - 60% 48.3% YES Building Height 75’ Max 41’-6” YES Open Space / Landscape Area 10% Min. 12.8% (22,923 sf.) YES DRC COMMENTS DESIGN REVIEW DRC2022-00156 – PATRIOT PARTNERS April 18, 2023 Page 4OMMENTS The project, as discussed above, has been designed to meet the standards and guidelines of the Development Code for industrial development. Additionally, the development of the industrial building meets the intent of the Neo- Industrial district of the General Plan.. The Neo-Industrial district is intended to provide for light industrial uses with lower environmental impacts to support the growth of new businesses. The proposed development will develop vacant land and redevelop existing non-conforming uses to create a more modern development for future industrial tenants. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning) of the proposed project and recommend the selected action below to the Planning Director / Planning Commission: ☒Recommend Approval of the design of the project as proposed by the applicant. ☐Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ☐Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director / Planning Commission. ☐Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Mena Abdul-Ahad, Assistant Planner Members Present: Staff Coordinator: Sean McPherson, Acting Principal Planner Exhibit A – Project Plans Exhibit A HGDCBFAEAEFBCDGHCB_W7W=7'6' 6' 5' 5'BEG I N PI PE 3" (0 . 2 5 ' )CUR B LIN E 2" ( 0 .1 7 ') 1.THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES REQUIREMENTS. 2.GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET AND FOLLOW ALL RECOMMENDATIONS. 3.U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND CURBS ARE EITHER TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF THE WALL OR CURB. ALL DIMESIONS TO FRAMED WALLS ARE EITHER TO THE CENTER LINE OF THE WALL FRAMING (SHOWN WITH A CENTERLINE) OR THE FACE OF THE WALL FINISH. 4.REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL CONTRACTOR TO COORDINATE ALL POINTS OF CONNECTION. 5.REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES AND SLOPES. ALL FINISHED GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FORM THE BUILDING. GENERAL CONTRACTOR TO FIELD VERIFY. 6.ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN DRAWINGS SHALL CONFORM TO THE FOLLOWING: a)SLOPES IN THE DIRECTION OF TRAVEL DO NOT EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%. b)THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN. c)CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF THEY OCCUR ARE RAMPED. SEE PLANS d)THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE ROUTE IS 80" MIN. 7.ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N. 8.A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE FINISHED GRADE. SEE 2/AD1.1 10.PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED BY UTILITY COMPANIES AND OR FIRE AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD PROTECTION POST DETAILS ARE NOT PROVIDED BY UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL 3/AD1.1 11.ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL BE PAINTED FORREST GREEN. 12.WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND PLANTER WALLS WHERE THE SIDE OF THE WALL OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 19/AD1.1 LANDSCAPE AREA CONCRETE PAVING. SEE CIVIL DRAWINGS FOR PAVING SECTIONS FIRE HYDRANT. PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED. SEE 3/AD1.1 STREET LIGHT INDICATES AN ACCESSIBLE ROUTE. MUST COMPLY w/ SITE PLAN GENERAL NOTE #6 PROPERTY LINE DOCK HIGH DOOR DRIVE THRU. DOOR NORTH PROJECT LOCATION WHITTRAM HICKRYRAIL LINE PECANETWANDA8 8 8 5 4 8 10 10 PROPOSED BUILDING 86,194 S.F. OFFICE AREA 2,500 S.F. GROUND LEVEL 2,500 S.F. MEZZANINE LEVEL 73' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"26' - 0"359' - 0"208' - 0"40' - 0" 59' - 0"50' - 0"50' - 0" 49' - 0" 6' - 0" 30' - 0" 4' - 0" 2' - 6" ±8"136' - 1" ±14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL18' - 0"40' - 0"18' - 0" 6' - 6"52' - 0" GATE 11' - 8"18' - 0"30' - 0"30' FIRE ACCESS LANE30' FIRE LANEWHITTRAM AVE.NO GARDING LINE30' FIRE ACCESS LANE149 111 113 111 111 111 T 102 103109 30' FIRE ACCESS LANE1 A1_1 2 A1_1 A1_1 8 ELECT ROOM 135 144 146 9 DOCK- HI DOORS A1_1 7 147 FUTURE PUBLIC ART 15' - 0" MIN.48' -8" ±405405(E)CHAINLINK FENCE(E) CHAINLINK FENCE (E) CHAINLINK FENCE 173' - 11" ± 82' - 6"260' - 0"71' - 10" ±5' - 9" ±45' - 0"31' - 6" MIN.31' - 9" ±DRIVE 30' - 0" 102 103 137137 137137 66' - 3"114 65' - 0"9' - 0"TRUCK QUEUINSPACE 137137 DRIVE 40' - 0" 1 A1_2 2 A1_2 81' - 6" 140 PROVIDE CHARGING STATION FOR EACH TRUCK DOOR TYPICAL135' - 0" MIN.203' - 3" ±NORTHPROJECT 9/1/2022 8:48:13 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A1 SITE PLANPATRIOT PARTNERS WHITTRAM AVE.SITE PLAN GENERAL NOTES 1" = 20'-0"1 PROPOSED SITE PLAN_ KEYNOTES 102 PROPOSED DRIVEWAY, PER JURISDICTIONAL STANDARDS. 103 DECORATIVE PAVING. SEE LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION. 109 (N) TRANSFORMER LOCATION. 111 TYP U.O.N., STANDARD PARKING STALL. 9' WIDE x 20' DEEP DOUBLE STRIPPED 113 FUTURE EV CHARGING ONLY PARKING STALL. MATCH STANDARD STALL DEPTH. PROVIDE FOR FUTURE INSTALLATION OF CHARGING EQUIPMENT. 114 ACCESSIBLE SITE ENTRANCE SIGN. 135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8' ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE. 137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST ADJACENT FINISHED GRADE. 140 TRASH ENCLOSURE 144 PAINTED STEEL SWINGING GATE(S). MIN HEIGHT 8' ABOVE HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED BY FIRE AUTHORITY. 146 2 POSITION BIKE RACK. 147 EMPLOYEE BREAK AREA. 149 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS FOR COLOR SCHEDULE. 405 3-HOUR RATED WALL CONSTRUCTION. PARAPET MIN 30" ABOVE ROOF SURFACE. VICINITY MAP SITE LEGEND SCOPE OF WORK CONSTRUCT NEW ONE STORY + MEZZANINE CONCRETE TILT- UP WAREHOUSE/DISTRIBUTION FACILITY WITH ELECTRICAL AND PLUMBING SERVICES, EXTERIOR LIGHTING, LANDCAPING & IRRIGATION, TRASH ENCLOSURES, CONCRETE SCREEN WALLS, AND SLIDING/SWINGING METAL GATES. FIRE SPRINKLER AND GRADING PLANS TO BE A SEPARATE SUBMITTAL AND PERMIT LEGAL DESCRIPTION & ZONING LEGAL DESCRIPTION: SEE CIVIL DRAWINGS ASSESSOR'S PARCEL NO: 0229-162-05 ZONING: (NI) NEO-INDUSTRIAL A0 TITLE SHEET A1 SITE PLAN A1_1 ENLARGED PARTIAL SITE PLANS A1_2 ENLARGED PARTIAL SITE PLANS A1_3 SITE WALL/FENCE PLAN A2 GROUND LEVEL FLOOR PLANS A3 ROOF PLAN A4 EXTERIOR ELEVATIONS A4.1 COLOR BOARD C1 CONCEPTUAL GRADING PLAN C2 CONCEPTUAL GRADING PLAN C3 SITE UTILIZATION MAP C4 TENTATIVE PARCEL MAP C5 PRELIMINARY WQMP SITE AND DRAINAGE PLAN C6 PRELIMINARY WQMP SITE AND DRAINAGE PLAN L1 PRELIMINARY LANDSCAPE PLAN EFC SITE PHOTOMETRIC PLAN SHEET INDEX PATRIOT PARTNERS 12126 W. SUNSET BLVD LOS ANGELES, CA 90049 CONTACT: 858.952.4134 EMAIL: KEVIN@PATRIOTDEVELOPMENTPARTNERS.COM DEVELOPER/OWNER HERDMAN ARCHITECTURE + DESIGN, INC. 100 BAYVIEW CIRCLE SUITE 100 NEWPORT BEACH, CA 92660 CONTACT: BRIDGET HERDMAN PHONE: 714.389.2800 EMAIL: PROJECTADMIN@HERDMAN-AD.COM APPLICANT'S REPRESENTATIVE/ARCHITECT SQUARE FOOTAGE ACRES GROSS 226664 SF 5.2 GRADABLE 178476 SF 4.1 GROSS SITE AREA FLOOR AREA RATIO BUILDING AREA SITE AREA FAR ALLOWABLE FAR PROVIDED 86194 SF 178476 SF 60% 48.3% BUILDING AREA SUMMARY LANDSCAPE AREA SUMMARY TOTAL PARKING REQUIRED REQUIRED PARKING BREAKDOWN PARKING PROVIDED NAME AREA GROUND FLOOR WAREHOUSE 81194 SF OFFICE 2500 SF 83694 SF MEZZANINE OFFICE 2500 SF 2500 SF LOT AREA % LANDSCAPING REQUIRED AREA LANDSCAPING PROVIDED % LANDSCAPING PROVIDED 178476 SF 10% 22923 SF 12.8% SPACE TYPE SPACES PROVIDED STANDARD STALLS 47 STANDARD ACCESSIBLE STALLS 2 VAN ACCESSIBLE STALLS 1 CLEAN AIR STALLS 4 EV CHARGING ONLY STALLS 2 FUTURE EV CHARGING ONLY STALLS 3 EV CHARGING ONLY STANDARD ACCESSIBLE STALLS 1 EV CHARGING ONLY VAN ACCESSIBLE STALLS 1 TOTAL 61 SPACE TYPE SPACES REQUIRED STANDARD STALLS 47 STANDARD ACCESSIBLE STALLS 2 VAN ACCESSIBLE STALLS 1 CLEAN AIR STALLS 4 FUTURE EV CHARGING ONLY STALLS 5 FUTURE EV CHARGING ONLY STANDARD ACCESSIBLE STALLS 1 FUTURE EV CHARGING ONLY VAN ACCESSIBLE STALLS 1 TOTAL 61 10 9 TRAILER PARKING REQUIRED TRAILER PARKING PROVIDEDNO. CITY BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARKING OFFICE 5000 SF 250 20.00 WAREHOUSE 20000 SF 1000 20.00 WAREHOUSE 20000 SF 2000 10.00 WAREHOUSE 41194 SF 4000 10.30 TOTAL 86194 SF 60.30 GROUND LEVEL + MEZZANINE WAREHOUSE 81194 SF OFFICE 5000 SF TOTAL BUILDING AREA 86194 SF NOTE: FRONT SETBACK (LOCAL STREET) = 25' LANDSCAPE SETBACK = 25' PARKING SETBACK = 25' LANDSCAPE AREA CONCRETE PAVING. SEE CIVIL DRAWINGS FOR PAVING SECTIONS FIRE HYDRANT. PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED. SEE 3/AD1.1 STREET LIGHT INDICATES AN ACCESSIBLE ROUTE. MUST COMPLY w/ SITE PLAN GENERAL NOTE #6 PROPERTY LINE DOCK HIGH DOOR DRIVE THRU. DOOR NOTES: 1. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD RAILS, DOWN SPOUTS, & LOUVERS TO MATCH ADJACENT BUILDING WALL COLOR, U.O.N. 2. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE PRE- FINISHED WITH MANUFACTURER'S WHITE. INTERIOR SIDE TO BE PRE-FINISHED WITH MANUFACTURER'S LIGHT GRAY. 3. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL IMPEDE THE PRIMER COAT FROM ADHERING TO THE WALLS. 4. PAINT EXTERIOR WALLS w/ 1-COAT SPRAYED AND BACK ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON FLAT FINISH IN THE FINAL WALL COLOR. ALL PAINTS TO BE AS SPECIFIED BY THE MANUFACTURER FOR CONCRETE TILT UP WALL PANELS. FINISHED JOB SHALL BE SMOOTH AND FREE OF LAPPING AND OR STREAKING, REGARDLESS OF THE COLOR. 5. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1. 6. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE COLOR OF THE ADJACENT WALL. 7. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE OR BELOW THE BROW TO MATCH THE BROW COLOR. EXTERIOR PAINT SW 7674 PEPPERCORN BLACK ANODIZED ACM BROW / CANOPY EXTERIOR PAINT SW 6995 SUPERWHITE STOREFRONT MEDIUM PERFORMANCE BLUE REFLECTED GLAZING BLACK ANODIZED MULLION A B C D 1.THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES REQUIREMENTS. 2.GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET AND FOLLOW ALL RECOMMENDATIONS. 3.U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND CURBS ARE EITHER TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF THE WALL OR CURB. ALL DIMESIONS TO FRAMED WALLS ARE EITHER TO THE CENTER LINE OF THE WALL FRAMING (SHOWN WITH A CENTERLINE) OR THE FACE OF THE WALL FINISH. 4.REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL CONTRACTOR TO COORDINATE ALL POINTS OF CONNECTION. 5.REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES AND SLOPES. ALL FINISHED GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FORM THE BUILDING. GENERAL CONTRACTOR TO FIELD VERIFY. 6.ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN DRAWINGS SHALL CONFORM TO THE FOLLOWING: a)SLOPES IN THE DIRECTION OF TRAVEL DO NOT EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%. b)THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN. c)CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF THEY OCCUR ARE RAMPED. SEE PLANS d)THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE ROUTE IS 80" MIN. 7.ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N. 8.A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE FINISHED GRADE. SEE 2/AD1.1 10.PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED BY UTILITY COMPANIES AND OR FIRE AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD PROTECTION POST DETAILS ARE NOT PROVIDED BY UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL 3/AD1.1 11.ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL BE PAINTED FORREST GREEN. 12.WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND PLANTER WALLS WHERE THE SIDE OF THE WALL OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 19/AD1.1 9' - 0"5' - 0"12' - 0"22' - 8"5' - 0"12' - 0"51' - 4" ±9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"44' - 8" ±18' - 0"40' - 0"18' - 0" 3' - 6" 3' - 0" 106 173 110 146106 TYP. 106 TYP. 110 110 112 112 112 112 111 111 111 111 115 115 116 123 173 114 12' - 0"7' - 0"6' - 2"5' - 0" 6' - 5" 11' - 7" A1_1 4 135 120 150 150 142 160 143 135 135 A1_13 A1_1 6 A1_1 5 5' - 0" 150 172137 12' - 3" CC A AA 4' - 4" MAN GATE OPENING 3' - 5"12' - 3" SLIDING GATE OPENING 40' - 0"24' - 6" 143 150135 135 84' - 6" C C C A A AAAA A C C C C 145 135 5' - 11"30' - 0"4' - 1" 144135 402 C C A C A 40' - 2" 12' - 0"7' - 0" 142 150 150 12' - 0" 6' - 4" 5' - 8" 135 19' - 8" 135 C C C A AA A NORTHPROJECT 9/1/2022 8:48:22 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A1_1 ENLARGED SITE PLANSPATRIOT PARTNERS WHITTRAM AVE.KEYNOTES EXTERIOR COLOR SCHEDULE 106 @ SHADING, PROPOSED LANDSCAPING. SEE LANDSCAPE PLANS. 110 ACCESS AISLE FOR ACCESSIBLE PARKING STALL. 5'-0" WIDE 111 TYP U.O.N., STANDARD PARKING STALL. 9' WIDE x 20' DEEP DOUBLE STRIPPED 112 CLEAN AIR VEHICLE PARKING STALL. MATCH STANDARD STALL SIZE 114 ACCESSIBLE SITE ENTRANCE SIGN. 115 STANDARD ACCESSIBLE PARKING STALL. 9'-0" WIDE x DEPTH OF STANDARD STALL. 116 VAN ACCESSIBLE PARKING STALL. 12'-0" WIDE x DEPTH OF STANDARD STALL 120 TRUNCATED DOME DETECTABLE WARNING SURFACE. MIN 3'-0" DEEP IN THE DIRECTION OF TRAVEL. 123 CURB RAMP. 8.33% MAX SLOPE w/ 2% MAX CROSS SLOPE. 135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8' ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE. 137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST ADJACENT FINISHED GRADE. 142 PAINTED STEEL TRASH ENCLOSURE GATES. ALIGN TOP OF GATES WITH TOP OF ADJACENT ENCLOSURE WALL. 143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT X' ABOVE HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED BY FIRE AUTHORITY. 144 PAINTED STEEL SWINGING GATE(S). MIN HEIGHT 8' ABOVE HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED BY FIRE AUTHORITY. 145 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL, U.O.N., ALIGN TOP w/ SCREEN WALL. PROVIDE KNOX BOX AS REQUIRED BY FIRE AUTHORITY. 146 2 POSITION BIKE RACK. 150 STEEL PIPE BOLLARD PROTECTION POST. 160 CONCRETE MOW STRIP. 172 CONCRETE TILT-UP TRASH ENCLOSURE WALL. MIN HEIGHT 6'-0" ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE. 173 EV CHARGING STATION 402 WALL REVEAL. SITE PLAN GENERAL NOTES SITE LEGEND 1/8" = 1'-0"1 ENLARGED SITE PLAN-NORTHWEST CORNER 1/4" = 1'-0"2 ENLARGED TRASH ENCLOSURE 3/8" = 1'-0"4 TRASH ENCLOSURE ELEVATION 02 1/4" = 1'-0"8 SITE WALL GATE - WEST GATE ELEVATION 1/4" = 1'-0"7 SITE WALL GATE - EAST GATE ELEVATION 3/8" = 1'-0"3 TRASH ENCLOSURE ELEVATION 01 3/8" = 1'-0"6 TRASH ENCLOSURE ELEVATION 03 3/8" = 1'-0"5 TRASH ENCLOSURE ELEVATION 04 GROUND FLOOR 0" A B 32' - 0" SIDEWALK 13' - 0" WALKWAY 32' - 0"21' - 6" WHITTRAM AVE. CL FUTURE MECHANICAL EQUIPMENT A 15' - 0" 147 105 106 A1_2 3 A1_2 4 174 1' - 3" 12' - 6" 1' - 3"1' - 2"13' - 0"2' - 1"16' - 3"5' - 0"LANDSCAPE AREA CONCRETE PAVING. SEE CIVIL DRAWINGS FOR PAVING SECTIONS FIRE HYDRANT. PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED. SEE 3/AD1.1 STREET LIGHT INDICATES AN ACCESSIBLE ROUTE. MUST COMPLY w/ SITE PLAN GENERAL NOTE #6 PROPERTY LINE DOCK HIGH DOOR DRIVE THRU. DOOR 1.THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES REQUIREMENTS. 2.GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET AND FOLLOW ALL RECOMMENDATIONS. 3.U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND CURBS ARE EITHER TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF THE WALL OR CURB. ALL DIMESIONS TO FRAMED WALLS ARE EITHER TO THE CENTER LINE OF THE WALL FRAMING (SHOWN WITH A CENTERLINE) OR THE FACE OF THE WALL FINISH. 4.REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL CONTRACTOR TO COORDINATE ALL POINTS OF CONNECTION. 5.REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES AND SLOPES. ALL FINISHED GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FORM THE BUILDING. GENERAL CONTRACTOR TO FIELD VERIFY. 6.ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN DRAWINGS SHALL CONFORM TO THE FOLLOWING: a)SLOPES IN THE DIRECTION OF TRAVEL DO NOT EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%. b)THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN. c)CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF THEY OCCUR ARE RAMPED. SEE PLANS d)THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE ROUTE IS 80" MIN. 7.ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N. 8.A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE FINISHED GRADE. SEE 2/AD1.1 10.PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED BY UTILITY COMPANIES AND OR FIRE AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD PROTECTION POST DETAILS ARE NOT PROVIDED BY UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL 3/AD1.1 11.ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL BE PAINTED FORREST GREEN. 12.WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND PLANTER WALLS WHERE THE SIDE OF THE WALL OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 19/AD1.111' - 11"12' - 6" 174 175 11' - 11"13' - 0" 175 174 PROJECT9/1/2022 8:48:23 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A1_2 ENLARGED SITE PLANSPATRIOT PARTNERS WHITTRAM AVE.1/8" = 1'-0"1 LINE OF SIGHT 1/4" = 1'-0"2 ENLARGED EMPLOYEE BREAK AREA SITE LEGEND SITE PLAN GENERAL NOTES KEYNOTES 105 CONCRETE PAVING. 106 @ SHADING, PROPOSED LANDSCAPING. SEE LANDSCAPE PLANS. 147 EMPLOYEE BREAK AREA. 174 BLACK POWDERED COATED METAL TUBE TRELLIS 175 CONCRETE BENCH WITH COMPOSITE WOOD PANEL ON TOP 1/4" = 1'-0"3 TRELLIS ELEVATION A 1/4" = 1'-0"4 TRELLIS ELEVATION B HGDCBFAEAEFBCDGHCB_W7W=7'6' 6' 5' 5'BEG I N PIPE 3" (0 . 2 5 ' )CUR B LIN E 2" ( 0 .1 7 ') WHITTRAM AVE. ELECT ROOM PROPOSED BUILDING 86,194 S.F. EXISTING CHAINLINK FENCE TO REMAIN PROPOSED NEW 8' H CONCRETE SCREEN WALL PROPOSED NEW 8' H TUBE METAL FENCE ABOVE RETAINING WALL PROPERTY LINE NORTHPROJECT 9/1/2022 8:48:25 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A1_3 SITE WALL/FENCE PLANPATRIOT PARTNERS WHITTRAM AVE.1" = 20'-0"1 SITE WALL/FENCE PLAN SITE WALL/FENCE LEGEND 1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS CALLED OUT FOR IN THE STRUCTURAL DRAWINGS, PROVIDE A 1" THICK TOPPING OF GYP-CRETE 2000 WITH A MINIMUM STRENGTH OF 2,500 PSI. 2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE DEPARTMENT INSPECTOR. 3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE SHTS AD2.3, & AD2.4. 4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN WITH A CENTERLINE) OR FACE OF THE WALL FINISH. 5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE EXITING & SIGNAGE PLANS. 6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF CONNECTION. GENERAL CONTRACTOR TO VERIFY LOCATIONS. 7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE RISERS & ELECTRICAL GEAR AS REQUIRED BY THE ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0 FOR ADDITIONAL INFORMATION. 8. FOR REQUIRED LANDINGS @ ACCESSIBLE DOORS, SEE 11/A0.2.1. 9. NO SMOKING IS ALLOWED WITIHN 25' OF ALL BUILDING ENTRANCES, PER GREEN BUILDING STANDARD CODE DIVISION 5.504.7. POST REQUIRED SIGNAGE. 10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING WALL. EXTERIOR CONCRETE TILT-UP WALL PANEL OR INTERIOR CONCRETE TILT-UP MEZZANINE SHEAR WALL PANEL. SEE STRUCTURAL DRAWINGS FOR ADITIONAL INFORMATION STOREFRONT GLAZING SYSTEM. SEE ENLARGED FLOOR PLANS AND EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION METAL STUD NON BEARING PARTITION WALL. SEE ENLARGED FLOOR PLANS & WALL TYPE SCHEDULE FOR ADDITIONAL INFORMATION STRUCTURAL BUILDING COLUMNS WOOD STUD BEARING WALL. SEE ENLARGED FLOOR PLANS & WALL TYPE SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE VAPOR BARRIER UNDER PROPOSED AND OR FUTURE OFFICE AREA FLOOR SLAB. EXTEND MIN 40'-0" BEYOND T.I. AREA OR AS DIMENSIONED ON THE FLOOR PLAN. SEE 4/AD1.0 FIRE SPRINKLER RISER. SEE FIRE PROTECTION PLANS AND 7/AD5.0. DOOR TAG. SEE SHEET A8.0 FOR DOOR SCHEDULE WINDOW TAG. SEE SHEET A8.0 FOR WINDOW SCHEDULE WALL TAG 0000 A STOREFRONT TAG. SEE SHEETS A8.0.1 & A8.0.2 FOR STOREFRONT SCHEDULE 00 000 1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. THE FLOOR SLAB TO BE CLASS V PER ACI 302-1R-04 TABLE 21. 3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT THE FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS. 4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.CRANES, CONCRETE TRUCKS, AND SIMILAR HEAVY EQUIPMENT ARE PROHIBITED ON THE FLOOR SLAB DURING CONSTRUCTION. 5. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN. 6. TRENCH SOIL COMPACTION TO BE 90% MIN. 7. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 8. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED. 9. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM THE FLOOR SLAB PRIOR TO SEALING. 10. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL. 11. PROVIDE 10'-0" WIDE PERIMETER FLOOR POUR-STRIPS AT ALL TRUCK DOCK WALLS AND 5'-0" WIDE AT ALL OTHER WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC ALLOWED IN POUR-STRIPS AT DOCK DOORS TO ALLOW FOR CURRENT OR FUTURE RECESSED DOCK LEVELERS. 12. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILLED WITH APPROVED 2-PART EPOXY COMPOUND TO MATCH CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY INJECTION RESIN OR =. 13. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE PREDRILLED AND WOOD DOWELED PRIOR TO NAILING. BRACE HOLES TO BE PREDRILLED. 14. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE FLOOR SLAB. 1 1 2 2 3 3 4 4 5 5 AA CC DD EE FF 6 6 GG HH JJ359' - 0"26' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"21' - 0"12' - 8"20' - 7"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"31' - 9"34' - 0"359' - 0"26' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"21' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"39' - 0"26' - 0"26' - 0"26' - 0"30' - 0"30' - 0"260' - 0" 52' - 0"59' - 0"50' - 0"50' - 0"49' - 0" 30' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 27' - 0" 17' - 0" 260' - 0" 52' - 0"59' - 0"50' - 0"50' - 0"49' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 52' - 0" OFFICE AREA 2,500 S.F. GROUND LEVEL 2,500 S.F. MEZZANINE LEVEL 407 408 401404 404 401 401 404 201 2 A2 ELECT ROOM 13' - 4" 12' - 8"20' - 0" 3' - 0" 3' - 0"6' - 2" 3' - 0" 16' - 10"14' - 6"3' - 0"3' - 1"8' - 0"3' - 0"3' - 0"8' - 0"4' - 0"14' - 6"3' - 0"8' - 6"14' - 0"8' - 0"4' - 0"4' - 4"3' - 0"24' - 5"22' - 2"15' - 10" 8' - 3"3' - 0" 14' - 9" 18' - 0" 9' - 0"4' - 0" 8' - 0" 14' - 0"8' - 6" 3' - 0" 3' - 0" 3' - 0"8' - 6"24' - 0" 6' - 0" 6' - 0" 18' - 0" 6' - 0"24' - 0"6' - 0"6' - 2"5' - 11"6' - 0"5' - 11"6' - 0"4' - 4"3' - 0"18' - 8"BB 1 13 2 3 4 5 6 7 89 14 15 16 10 17 18 19 20 21 22 23 11 12 FLOOR SLAB SLOPES 0.5% REFER TO CIVIL DRAWINGS 149 1 2 E F G26' - 0"26' - 0"26' - 0"26' - 0"3' - 0"2' - 0"2' - 0"9' - 0"4' - 0"9' - 0"2' - 0"2' - 0"9' - 0"4' - 0"9' - 0"2' - 0"2' - 0"9' - 0"4' - 0"9' - 0"2' - 0"4' - 0"12' - 0"4' - 6"3' - 0"2' - 6"407 408 408 58' - 6" RAMP LANDING 6' - 6" 65' - 0" 8.33% RAMP 27' - 3" RAMP LANDING 5' - 0" 8.33% RAMP 26' - 3" RAMP 8.33% SLOPE MIN.8.33% SLOPE MIN. 8.33% MIN. SLOPE 149 26' - 0"26' - 0" 52' - 0" 10' - 6" 5' - 0" 10' - 6" 10' - 6" 5' - 0" 10' - 6"3' - 0"120 150150 120 NORTHPROJECT 9/1/2022 8:48:28 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A2 GROUND LEVEL FLOOR PLANSPATRIOT PARTNERS WHITTRAM AVE.NORTHPROJECT 9/1/2022 8:48:28 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A2 GROUND LEVEL FLOOR PLANSPATRIOT PARTNERS WHITTRAM AVE.KEYNOTES FLOOR PLAN LEGEND FLOOR PLAN GENERAL NOTES FLOOR SLAB GENERAL NOTES 120 TRUNCATED DOME DETECTABLE WARNING SURFACE. MIN 3'-0" DEEP IN THE DIRECTION OF TRAVEL. 149 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS FOR COLOR SCHEDULE. 150 STEEL PIPE BOLLARD PROTECTION POST. 201 STRUCTURAL BUILDING COLUMN. 401 PAINTED CONCRETE TILT-UP WALL PANEL. 404 PANEL JOINT. 407 PAINTED HOLLOW METAL PEDESTRIAN DOOR. 408 STEEL SECTIONAL OVERHEAD DOOR. 1/16" = 1'-0"1 PROPOSED BUILDING FLOOR PLAN 1/8" = 1'-0"2 TYPICAL DOCK DOOR SPACING PLAN 1. GENERAL CONTRACTOR TO PROVIDE A 4-PLY BUILT-UP ASPHALT ROOF BY MALARKY, GAF, JOHNS MANVILLE, OR AN EQUAL APPROVED BY THE OWNER. ROOF TO HAVE A UL CLASS "A" FIRE RATING, FM CLASS 1 FIRE RESISTANCE RATING, AND MEET FM 1-90 WIND REQUIREMENTS. ASPHALT TO BE "TRUMBAL" ASPHALT OR AN APPROVED EQUAL. PROVIDE A 15 YEAR NO DOLLAR LIMIT WARRANTY. SEE DETAIL 1/AD3.0 FOR TYPICAL ROOFING CROSS SECTION. 2. FOR TYPICAL PARAPET DETAILS, SEE 2 & 3/AD3.0 FOR TYPICAL ROOF TOP PIPE SUPPORT DETAIL, SEE 4/AD3.1 FOR PRE-FAB EQUIPMENT CURB DETAIL, SEE 5/AD3.0 FOR EQUIPMENT PLATFORM DETAIL, SEE 6/AD3.0 FOR TYPICAL ROOF PENETRATION DETAILS, SEE 10, 11, & 12/AD3.0 3. ROOFING DETAILS SHOWN ON THESE PLANS ARE MINIMUM STANDARDS. ROOFING DETAILS PROVIDED BY THE BUILT UP ROOFING MANUFACTURER SHALL TAKE PRECEDENCE. 4. GENERAL CONTRACTOR SHALL CONFIRM THE ROOF ELEVATIONS SHOWN ON THE ARCHITECTURAL ROOF PLAN WITH THE STRUCTURAL DRAWINGS. 5. GENERAL CONTRACTOR SHALL VERIFY THERE IS POSITIVE ROOF DRAINAGE AT ALL AREAS OF THE ROOF PRIOR TO INSTALLING RIGID INSULATION OR BUILT UP ROOFING. 6. GENERAL CONTRACTOR TO PROVIDE CRICKETING ON THE HIGH SIDE OF ALL SKYLIGHTS, SMOKE HATCHES, ROOF HATCHES, AND MECHANICAL EQUIPMENT. SEE 9/AD3.0 7. GENERAL CONTRACTOR TO COORDINATE ALL ROOF PENETRATIONS. 8. ALL MECHANICAL EQUIPMENT CONDENSATE DRAIN LINES TO BE RUN BELOW THE ROOF. 9. GENERAL CONTRACTOR TO PROVIDE WALKING PADS FROM THE ROOF HATCH TO ALL OFFICE AREA ROOF TOP MECHANICAL EQUIPMENT. THE WALKING PADS SHALL BE A PRODUCT APPROVED BY THE MANUFACTURER OF THE ROOFING SYSTEM. 10. ALL EXPOSED WOOD CURBS TO BE PRESSURE TREATED DOUGLAS FIR. 11. ALL ROOF TOP EXHAUST FANS SHALL BE CENTERED DIRECTLY ABOVE A SPRINKLER HEAD. COORDINATE LOCATION AND INSTALLATION WITH THE FIRE PROTECTION PLANS. 12. GENERAL CONTRACTOR TO PROVIDE FULL TIME INSPECTION FOR OSB MOISTURE CONTENT AND GAP BETWEEN PANELS BY A QUALIFIED ROOFING INSPECTION FIRM APPROVED BY THE OWNER AND THE OSB MANUFACTURER. INSPECTION FIRM TO BE ON SITE PRIOR TO COMMENCING ANY BUILT-UP ROOFING WORK. 13. GENERAL CONTRACTOR TO PROVIDE FOR CONTINUOUS ROOFING INSPECTION BY AN IRC ROOFING CONSULTANT OR AN EQUAL APPROVED BY THE OWNER. 14. WHEN REQUIRED BY TITLE 24 (SEE MECHANICAL DRAWINGS) THE ROOFING CAP SHEET OVER ALL CONDITIONED SPACES SHALL HAVE A MINIMUM 3-YEAR AGED SOLAR REFLECTANCE EQUAL TO OR GREATER THAN 0.63, AND AN SRI EQUAL TO OR GREATER THAN 75 (COOL ROOF). 15. ALL SUB-PURLIN HANGERS SHALL BE "Z-MAX" TRIPLE ZINC COATED BY "SIMPSON" OR EQUAL. OFFICE AREA BELOW CURB MOUNTED SKYLIGHT. "SKYLIGHT/SMOKE HATCH NOTES" THIS SHEET FOR ADDITIONAL INFORMATION. SOLAR READY ROOF AREA. SEE "SOLAR READY ROOF NOTES", THIS SHEET FOR ADDITIONAL INFORMATION INTERIOR ROOF AND OVERFLOW DRAINS IN ROOF SUMP. SEE 13/AD3.0 INTERIOR ROOF DRAIN IN ROOF SUMP w/ EXTERIOR OVERFLOW SCUPPER. SEE 14/AD3.0 BILCO TYPE S 30"x36" ALUMINUM FRAME SELF FLASHING ROOF HATCH w/ "BIL-GUARD" 2.0 SAFETY RAILING SYSTEM & "LADDER UP" SAFETY POST OR =. SEE 7 & 8/AD3.0 FOR TYPICAL DETAILS EXTERIOR DOWNSPOUT w/ (2) OVERFLOW SCUPPERS. SEE 17/AD3.0 & 3/AD3.1 EXTERIOR DOWNSPOUT w/ (1) OVERFLOW SCUPPER. SEE 18/AD3.0 & 3/AD3.1 CURB MOUNTED SMOKE HATCH. "SKYLIGHT/SMOKE HATCH NOTES" THIS SHEET FOR ADDITIONAL INFORMATION. 1 1 2 2 3 3 4 4 5 5 AA CC DD EE FF 6 6 GG HH JJ BB 302 302302 90' - 0"149' - 0"25' - 2" 20' - 0" 30' - 0" 20' - 0" 30' - 0" 20' - 0" 30' - 0" 20' - 0" 30' - 0" 34' - 10" NORTHPROJECT 9/1/2022 8:48:28 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A3 ROOF PLANPATRIOT PARTNERS WHITTRAM AVE.KEYNOTES ROOF PLAN LEGEND ROOF PLAN GENERAL NOTES 302 SLOPE ROOF MINIMUM 1/4"/FOOT TOTAL ROOF AREA % OF ROOF AREA REQ. FOR OPENINGS TOTAL AREA OF OPENINGS REQ. NUMBER OF 4X8 UNITS REQ. 82495 SF 3% 2475 SF 77 TOTAL OPENINGS REQ. BY OWNER, SKYLIGHTS TOTAL SKYLIGHTS PROVIDED SKYLIGHTS 77 77 1/16" = 1'-0"1 PROPOSED ROOF PLAN GROSS ROOF AREA SKYLIGHT / SMOKE HATCH % OF ROOF AREA SKYLIGHT / SMOKE HATCH AREA NET ROOF AREA 15% OF ROOF AREA AREA PROVIDED EXCLUSIVE OF SKYLIGHTS 82495 SF 3% 2475 SF 80020 SF 12003 SF 12770 SF SOLAR READY ROOF NOTES NOTES: 1. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD RAILS, DOWN SPOUTS, & LOUVERS TO MATCH ADJACENT BUILDING WALL COLOR, U.O.N. 2. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE PRE- FINISHED WITH MANUFACTURER'S WHITE. INTERIOR SIDE TO BE PRE-FINISHED WITH MANUFACTURER'S LIGHT GRAY. 3. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL IMPEDE THE PRIMER COAT FROM ADHERING TO THE WALLS. 4. PAINT EXTERIOR WALLS w/ 1-COAT SPRAYED AND BACK ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON FLAT FINISH IN THE FINAL WALL COLOR. ALL PAINTS TO BE AS SPECIFIED BY THE MANUFACTURER FOR CONCRETE TILT UP WALL PANELS. FINISHED JOB SHALL BE SMOOTH AND FREE OF LAPPING AND OR STREAKING, REGARDLESS OF THE COLOR. 5. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1. 6. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE COLOR OF THE ADJACENT WALL. 7. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE OR BELOW THE BROW TO MATCH THE BROW COLOR. EXTERIOR PAINT SW 7674 PEPPERCORN BLACK ANODIZED ACM BROW / CANOPY EXTERIOR PAINT SW 6995 SUPERWHITE STOREFRONT MEDIUM PERFORMANCE BLUE REFLECTED GLAZING BLACK ANODIZED MULLION A B C D NOTES: 1. FOR GLASS AND MULLION COLORS, SEE EXTERIOR COLORS, LEGEND & NOTES, THIS SHEET. 2. PROVIDE TEMPERED GLASS @ THE FOLLOWING: A. ALL SPANDREL SYSTEM GLAZING IN FRONT OF CONCRETE WALL PANELS B. ALL GLAZING WITHIN 18" OF AN ADJACENT WALKING SURFACE. C. ALL GLAZING WITH 24" OF ANY PORTION OF A DOOR. 3. @ SPANDREL SYSTEM GLAZING IN FRONT OF CONCRETE WALL PANELS, PROVIDE 1" DIA. VENTILLATION HOLES IN THE CONCRETE A MAX OF 5'-0" O.C. CONTRACTOR TO PROVIDE A SMOOTH FINISH ON THE GLASS FACING CONCRETE SURFACES AND TO PAINT THEM IN A COLOR SELECTED BY THE ARCHITECT. 4. @ SPANDREL SYSTEM GLAZING NOT IN FRONT OF A CONCRETE WALL PANEL, PROVIDE TENCATE MIRAFI 140N FILTER FABRIC SHADE CLOTH. SPANDREL SYSTEM GLAZING: FOR EXTERIOR SPANDREL GLAZING USE 1/4" VISTACOOL. BACK PAINTING OF GLASS NOT REQUIRED. VISION SYSTEM GLAZING: FOR EXTERIOR VISION GLAZING USE 1" INSULATED GLASS CONSISTING OF AN OUTER LAYER OF 1/4" VISTACOOL AND AN INNER LAYER OF 1/4" SOLARBAN 60. FOR INTERIOR GLAZING USE 1/2" CLEAR GLASS STOREFRONT FRAMING: U.O.N @ VISION SYSTEM, MIN 2"x4 1/2" OFFSET SYSTEM. U.O.N. @ SPANDREL SYSTEM, 2"x1 3/4" OFFSET SYSTEM. STOREFRONT SYSTEM TO BE DESIGN BUILD BY THE GENERAL CONTRACTOR . DESIGN SHALL COMPLY WITH ALL RELEVANT CODE & WIND LOADING REQUIREMENTS. KEYNOTES GLAZING LEGEND & NOTES EXTERIOR WALL COLOR LEGEND & NOTES PROJECT9/1/2022 8:48:33 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A4 EXTERIOR ELEVATIONSPATRIOT PARTNERS WHITTRAM AVE.401 PAINTED CONCRETE TILT-UP WALL PANEL 404 PANEL JOINT PROJECT9/1/2022 8:48:46 AMSECOND PLANNING SUBMITTALA21-2322RANCHO CUCAMONGA, CA09.01.2022 A4. 1 COLOR BOARDPATRIOT PARTNERS WHITTRAM AVE.ENLARGED VIEW @ CORNER BUILDINGWHITTRAM AVENUE6' O.C.1 GalAcacia redolens 'Low Boy'Trailing AcaciaACCENTSGROUNDCOVER36" O.C.1 GalRosmarinus o. 'Huntington Carpet'Red Groundcover Rose5 GalStrawberry TreeArbutus unedoLTREES5 GalBaja Fairy DusterCalliandra californicaL5 GalFeathery CassiaSenna artemisioidesL36" O.C.1 GalMuhlenbergia capillarisPink Muhly19150LL1 GalLavenderLavandula 'Goodwin Creek Grey'1155 GalDwarf BottlebrushCallistemon v. 'Little John'L5 GalRhamnus californicaLCoffeeberryAutumn Sage5 GalSalvia greggiiL5 GalCoast RosemaryWestringia fruticosaLLL5 GalTexas RangerLeucophyllum f. 'Green Cloud'L298164143201337584QTYSIZEREMARKSSYMBOL SHRUBSBOTANICAL/COMMON NAMEBOTANICAL/COMMON NAMESYMBOL PLANTING LEGENDWUCOLSSIZEQTYREMARKSWUCOLSQTYSIZEREMARKSSYMBOL BOTANICAL/COMMON NAMEWUCOLSSPACINGSIZEREMARKSSYMBOL BOTANICAL/COMMON NAMEWUCOLSMHuntington Carpet RosemaryRosa x 'Flower Carpet Red'2 Gal30" O.C.LAgave americanaCentury Plant15 GalLHesperaloe parvifloraRed Yucca15 GalLAgave villmorinianaAgave15 Gal1324106Chitalpa tashkentensisChitalpa5 GalTexas PrivetLigustrum j. 'Texanum'L1915 GalPineapple GuavaFeijoa sellowianaL191Star JasmineMTrachelospermum jasminoides1 Gal36" O.C.Tristania confertaBrisbane Box15 Gal.MChilopsis linearisDesert WillowL524" BoxMulti24" BoxCrape MyrtleLagerstroemia i 'Muskogee'14M24" BoxAfghan PinePinus eldarica3LStandard24" BoxAfrican SumacRhus lancea14LQuercus agrifoliaCoast Live OakStandard24" Box4MMulti17824" BoxLStandard010'20'40'N1" = 20'Rancho Cucamonga, California13045 Whittram Ave711 FEE ANA STREET714.986.2400 FAX 714.986.2408PLACENTIA, CA 9287003.30.2222-040PATRIOT PARTNERS04.05.2209.01.22 8885481010PROPOSEDBUILDING86,194 S.F.OFFICE AREA2,500 S.F. GROUND LEVEL2,500 S.F. MEZZANINE LEVEL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL14' X 50' TRAILER STALL GATE30' FIRE ACCESS LANE30' FIRE LANE WHITTRAM AVE.NO GARDING LINE30' FIRE ACCESS LANE T30' FIRE ACCESS LANE ELECT ROOM9 DOCK- HI DOORS FUTURE PUBLIC ART(E) CHAINLINK FENCE(E) CHAINLINK FENCETRUCKQUEUINSPACEFC-1SITE PHOTOMETRICPLANPROJECT SECOND PLANNING SUBMITTAL A21-2322RANCHO CUCAMONGA, CA XX.XX.2022PATRIOT PARTNERS - WHITTRAM AVE.SITE PHOTOMETRIC1SCALE: 1"=20'-0"