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Home My WebLink About2024-09-17 - Agenda Packet ME,_CITY OF RANCHO CUCAMONGA SEPTEMBER 17, 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 Melissa Diaz 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 3, 2024. 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). 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. 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. 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. 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. Page 2 of 2 WCITY OF ■ . ■ * ■ Design Review Committee Meeting Agenda September 3, 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 3, 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 Daniels Staff Present: Kirt Coury, Contract 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 August 20, 2024. Item C1. Motion carried 2-0 vote. D. Project Review Items D1. LOCATED AT 12459 ARROW ROUTE — NEWCASTLE ARROW ROUTE PROJECT — A request for a Master Plan, Design Review and Conditional Use Permit to allow for the development of one industrial warehouse building totaling approximately 334,000 square feet in size on certain property located west of Etiwanda Avenue and south of Arrow Route; APN: 0229-131-24. Primary Case File No. DRC2022-00101. Staff presented the item to the Design Review Committee. Following the staffs presentation, members of the applicant's team (Courtney Wing including their architect), provided additional background and detail on the project. Following the presentation discussion ensued over various aspects of the project. The Committee was complimentary of the project plan, architecture, and layout. The Committee further expressed their appreciation of the proposed project development as the design appeared to be respectful of the area and surrounding developments. The Committee had questions for the applicant relating to the slopes of the property along the project northern property line and how the slope would be managed (retaining wall, landscaping, etc.). The Committee additionally asked general questions relating to the project landscaping and lighting. The architect discussed the use of a small retaining wall or large curb for that area along the project boundary to address the mentioned slope. The Committee also discussed the project architecture and was complimentary of the use of tile, glass, scoring, etc. of the building. The architect also noted the use of LED lighting within the tile popouts of the building. In addition, the Committee asked questions relating to the truck traffic and street improvements for the site and area. It was noted that traffic entering and exiting the site would approach off Arrow Route and access the site from Yellowood Road (Juneberry Drive). Vehicle and truck traffic could also use the proposed Street A along the southern property line as well as the private street (Street 8) identified along the eastern portion of the site. It was noted however, the majority of the truck traffic will approach (and exit) off of Yellowood Road (Juneberry Drive). Lastly, the Committee asked about the internal ceiling height of the proposed building. It was noted that the height would be approximately 36-feet in height. The Committee took the following action: Recommend approval to PC. 2-0 Vote. E. Adjournment Principal Planner Sean McPherson adjourned the meeting at 7:00 p.m. DESIGN REVIEW COMMENTS September 17, 2024 6:00 p.m. Bond Mendez, CPD, Associate Planner 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). Site Characteristics and Background: The 1.3-acre lot is located at the northwest corner of Arrow Route and Manola Place. The lot is currently vacant and slopes from north to south with dimensions of approximately 193 feet (east to west) and 280 feet (north to south). The site is surrounded by existing multifamily residential development to the north, east and west. Properties to the south are currently vacant but approved for a single-family development of a 6-lot subdivision previously approved by the Planning Commission. The street frontage is currently improved with sidewalk, landscaped parkway, curb and gutter, and an existing bike lane along Arrow Route. Land Uses: The existing Land Use, General Plan, and Zoning Designations for, the project site and the surrounding properties are as follows: Land Use General Plan Zoning Site Vacant Suburban Neighborhood Low Medium M Residential North Multi-Family Suburban Neighborhood Low Medium M Residential South Vacant Suburban Neighborhood Low Medium M Residential East Multi-Family Suburban Neighborhood Low Medium M Residential West Vacant Suburban Neighborhood Low Medium M Residential Project Overview, Architecture, Building Plotting, and Site Layout: The project is for the development of 18 for-sale multi-family townhouse units. The applicant has chosen an architectural theme that is Mediterranean-inspired. Design elements include tile roofs, stucco siding, louvered window shutters, contrasting trim colors and door finishes to reinforce the specific architectural style. The materials are carried to each elevation to emphasize the chosen architectural theme and building articulation. The project proposes six 3-unit buildings, and each building is three stories. The proposed three- story buildings are all below 40 feet in height and are of a size and scale that does not overwhelm the adjacent public streets. The building massing includes both wall and roof plane articulation, creating visual interest to each building elevation. The front entrances to the individual units closest to Arrow Route face the public street, and the private open spaces are open which provides direct visibility to the public way, providing an extra level of security (i.e., eyes on the street). The project consists of 18 three-bedroom units with 6 different floor plans that range in size from 1,820 to 2,134 square feet. Each unit includes private outdoor space with the minimum required depth of 6 feet. The units are generally plotted with the front entrances either facing the public street or the drive aisles interior to the project. Trash collection will take place in individual trash bins in fixed locations throughout the project site. DRC COMMENTS SUBTPM20738, DRC2023-00131 — RIGHT TIME DEVELOPMENT September 17, 2024 Page 2 UNIT SUMMARY Residential Unit Type Unit Size SF - Net Number of Units 3 Bedroom - Plan Type A 1,995 6 3 Bedroom - Plan Type B 2,015 2 3 Bedroom - Plan Type C1 2,077 3 3 Bedroom - Plan Type C2 2,041 2 3 Bedroom - Plan Type D 2,134 3 3 Bedroom - Plan Type E 1,820 2 Total Number of Units 18 All streets within the interior of the project will be private and maintained by a homeowner's association. These streets, however, will be open to the public. Access into the project will be provided by private street connections from Arrow Route and from non-gated pedestrian access points. The project will not include gates or perimeter walls but will be designed as a connected neighborhood, consistent with the General Plan. Compliance with Development Standards: The project was designed in compliance with the Medium Residential (M) zone and shown in the following table: Required Proposed Compliant Density 8 -14 Units Per 14 DUA Yes Acre Lot Size 3 Acre Minimum 1.3 Acre Lot No Lot Width N/A 193 Feet N/A Lot Depth N/A 280 Feet N/A Lot Coverage 50 Percent 36Percent Yes Front Setback** 55 Feet ** 55 Feet Yes Interior Side Yard 10 Feet 10/26 Yes Setbacks Rear Yard Setback 10 feet 37 Feet Yes Building Height 35 feet 27 Feet Yes The project is consistent with the development requirements for the Medium (M)Zone except that the subject lot is deficient in meeting current lot size standards. The existing site is currently broken up into 3 separate parcels with the combined total of 1.3 acres. The total lot size is less than the required minimum size but brings the project site closer to conformance with the development requirements and decreasing the non-conformity of the 3 individual lots. This also allows for a more substantial project to be developed in a cohesive manner with surrounding development. The Development Code applies special streetscape setbacks to properties along specific street classifications. Arrow Route is classified as an Arterial Roadway within the General Plan which requires a 55-foot building setback for multi-family developments within the Medium (M) zone per Table 17.36.010-3. Therefore, the total minimum front setback is 55 feet from the face of the curb to the proposed buildings and the proposed project is consistent with this DRC COMMENTS SUBTPM20738, DRC2023-00131 — RIGHT TIME DEVELOPMENT September 17, 2024 Page 3 requirement. Parking: Section 17.64.050 (Number of Parking Spaces Required) of the Development Code states that multi-family residential provides parking based on the number of bedrooms per unit. The project only proposes 3-bedroom dwelling units which requires 2 parking spaces per unit and a ratio of 1 visitor parking space per 3 dwelling units if the project is less than or equal to 50 units. The project proposes 18 units total which is required to provide 36 resident parking spaces and 6 guest parking spaces, for a total of 42 overall parking spaces. The project provides 42 resident parking spaces including off-street visitor parking. The following table summarizes the required and provided parking spaces: PARKING ANALYSIS Number Square Parking Ratio Required of Units Footage Parking Multi-family Unit 18 N/A 2 Per Unit 36 (Three Bedrooms) (2 in Garage or Carport) Guest parking 18 N/A 1 Per 3 Units 6 Total Garage Parking Required (Covered) 36 Total Garage Parking Provided (Covered) 36 Visitor Parking Spaces 6 Total Parking Spaces Required 42 Total Parking Spaces Provided 42 Open Space, Recreational Amenities, and Landscaping: Projects within the Medium Residential zone are required to provide private and common open space and projects consisting of 30 units or less are required to provide at least 3 recreational amenities in conjunction with open space. The project proposes an unobstructed open lawn area, a tot lot, and a barbeque area. Open space and recreational areas total approximately 16,902 square feet. Landscaping is distributed along the project's Arrow Route frontage, throughout the project and between the existing adjacent multi-family-family development, and within the front yard of the site. The project also includes an existing CMU wall along the north and east property lines between the existing multi- family residential properties. The project does not include new walls or fences except for a low retaining wall along the west property line as necessary due to the grade difference between the adjacent vacant site. DRC COMMENTS SUBTPM20738, DRC2023-00131 — RIGHT TIME DEVELOPMENT September 17, 2024 Page 4 r� ——-- —— -- — -- —— —— —— —— — — _ 1-41 tAND$CnPE -ED nPE. ttPEA ApaPinSLE �AS SS LE ttPE�C2 � p6 KIIFNEU 0 .11 d ry I a 'I I .BUILDING#5 BUIL I I I ]6-0I MIN. — % D NSRgt "r —_ j / 3 DPoVEWAY —bpi y I II BUILDING#3 3 BU�f w I 0 n O � urvlrao I fINT- 0 I ❑ cDCRraEEE ❑ r LS :IIIFL _—_—_—i I A•: SECUIUIY MC>fif5 uwrwl a ree rtp UNIT Nd UN urvras w I T' ttPED iVPE. / SEGURxY ;ICI ttPE C1 'YPEA ttPEC CAMERA I uxoscnPE BUILDING#1 3 BUILDING#2 I I — ronor d'WLURVEDSDEWPLN r AC REDSIDE'A'?lK _ -:� E%ISPNGfi MdJLH �CCNWALL � : MANOLA PL Landscape Plan Neighborhood Meeting: The applicant held a neighborhood meeting on September 5th at a nearby park. Approximately 4 of the neighboring property owners were in attendance and asked questions relating to circulation, parcel consolidation, parking, HOA, unit information, and construction timing. There were not any serious concerns raised and Staff has not received any correspondence from the public to date. Staff Recommendation: The project complies with the intent and development requirements of the Medium Residential (M)zone and the Suburban Neighborhood Low General Plan designation. Pedestrian connections are provided throughout the project and the site is publicly accessible creates public space shared by pedestrians, bicycles, and low speed motor vehicles. Open space areas are dispersed throughout the project area landscaped patios are provided along the adjacent street. The project adds to the for-sale housing stock which ultimately adds to housing variety within the City. 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: ❑x 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 DRC COMMENTS SUBTPM20738, DRC2023-00131 — RIGHT TIME DEVELOPMENT September 17, 2024 Page 5 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: Bond Mendez, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Principal Planner Exhibit A— Project Plans A7.14 BUILDING PLAN PROJECT NAME: OWNER 1 APPLICANT 1 CONSULTANT LIST SHEET INDEX A7.21 BUILDING#4- ELEVATIONS (1) AVIGNON RESERVE AVIGNON RESERVE A7.22 BUILDING#4- ELEVATIONS (2) � OWNER/APPLICANT: ARCHITECTURAL 8626, 8642, &8644 ARROW ROUTE, X PEACE &JOY LLC. / PROJECT MANAGER: LUKE C. CHAU A7.31 BUILDING#4- SECTIONS RANCHO CUCAMONGA, CA o co 86267 86427 & 8644 ARROW ROUTE, RANCHO CUCAMONGA, CA 91730 ADDRESS: P.O.Box 4661 CERRITOS, CA 90703 A0.0 COVER SHEET, PROJECT DATA& A8.11 BUILDING#5- 1ST FLOOR PLAN APN: 0207-201-24/0207-201-10/ APN: 0207-201-24, 0207-201-10, & 0207-201-11 PHONE: 562-897-1893/EMAIL: RIGHTTIMEDEVELOPMENT@GMAIL.COM SITE MAP A8.12 BUILDING#5-2ND FLOOR PLAN 0207-201-11 DESIGNER: A0.1 ACCESSIBILITY SITE DETAILS A8.13 BUILDING#5-3RD FLOOR PLAN - NEWFIELD DESIGN GROUP, INC. /ANDY, CHAOAN LIN A1.0 CONCEPTUAL MASTER PLAN A8.14 BUILDING#5- ROOF PLAN OWNER: ADDRESS: 20955 PATHFINDER ROAD, SUITE#100, DIAMOND BAR, CA 91765 Al.1 PROPOSED SITE PLAN A8.21 BUILDING#5- ELEVATIONS (1)F. PEACE Y Q TEL: 909-275-8037/ EMAIL: NEWFIELDDESIGNGROUP GMAIL.COM A1.2 PHOTOMETRIC LIGHTING PLAN A8.22 BUILDING#5- ELEVATIONS 2 v & JO LL C STRUCTURAL ENGINEER: A2.1 OVERALL 1ST FLOOR PLAN A8.31 BUILDING#5-SECTIONS ZZS STRUCTURAL ENGINEERING LLC. /ZHISONG ZHAO, PH.D, PE, SE A2.2 OVERALL 2ND FLOOR PLAN A9.11 BUILDING#6- 1ST FLOOR PLAN W--- ADDRESS: 2376 CHALYBE TRAIL, BIRMINGHAM, AL 35226 A2.3 OVERALL 3RD FLOOR PLAN A9.12 BUILDING#6-2ND FLOOR PLANco L CELL: 205-212-0861 / EMAIL: ZZSSTRUCTURAL@HOTMAIL.COM A2.4 OVERALL ROOF PLAN A9.13 BUILDING#6-3RD FLOOR PLAN Pea LLC.Jey M � IF � 1 m CIVIL ENGINEER: A2.5 ELEV. OF BUILDING#1 &#2 A9.14 BUILDING#6- ROOF PLAN PROJECT MANAGER: LUKE C. CHAU o0 _ WH ENGINEERING GROUP/WAI CHEN, PE. A2.6 ELEV. OF BUILDING#3&#4 A9.21 BUILDING#6- ELEVATIONS (1) P.O.Box 4661 CERRITOS, CA 90703 ADDRESS: 25 MAUCHLY, SUITE 323, IRVINE, CA 92618 A2.7 ELEV. OF BUILDING#5&#6 A9.22 BUILDING#6- ELEVATIONS (2) Phone: 562.897.1893 CD PHONE: 949-229-1413/ EMAIL: WAI@WHENGINEERINGGROUP.COM A2.8 SIDE ELEV. OF BUILDING#1, #3,#5 A9.31 BUILDING#6-SECTIONS Email: Rig htTimeDevelopment D Ic C D LANDSCAPE ARCHITECT: A2.9 SIDE ELEV. OF BUILDING#2, #4,#6 @gmail.Com CN� _mkwuGENE HIRAO A3.0 COLORS AND MATERIALS CIVIL ENGINEER PROJECT SUMMARY: �` 15 POSADA, IRVINE, CA92614 A3.1 TYPICAL COLOR ELEVATIONS (1) DESIGNER: CELL: 714-296-9811 / EMAIL: GHJH@COX.NET A3.2 TYPICAL COLOR ELEVATIONS (2) C1 TENTATIVE TRACT MAP # m� U C2 PRELIMINARY GRADING PLAN TM W GSZnt[]tMr,X LIVING FLOOR AREA(SQ. FT.) PRIVATE OPEN SPACE (SQ. FT.) CERTIFIED ACCESS SPECIALIST AND CONSULTANT: A4.11 BUILDING#1 - 1ST FLOOR PLAN ■ Q BLDG sT ND RD REMARK JASON JAMES, BUILDING PRINCIPLES C3 PRELIMINARY DRAINAGE PLAN DEVELOPING TYPE 1 FLOOR 2 FLOOR 3 FLOOR LIVING UNIT TOTAL TOTAL UPPER STORY G,FL,OPEN SPACE(>225 SF) PRIVATE OPEN UNIT TOTAL PRIVATE A4.12 BUILDING#1 -2ND FLOOR PLAN DESIGN a5 11T FA GARAGE LAU./STO. PORCH/PATIO 2ND FA BALCONY 3RD FA BALCONY AREA QTY. LIVING AREA OPEN SPACE (>150 SF) COVERED UNCOVERED SPACE PER TYPE QTY. OPEN SPACE CELL: 951-526-7960/JASON@BUILDINGPRINCIPLES.COM A4.13 BUILDING#1 -3RD FLOOR PLAN C4 PRELIMINARY UTILITY PLAN C5 CUT AND FILL PLAN IN CONSTRUCTION ro TYPE A 480 400 45 32 865 80 605 77 1,995 6 11,970 (80+77=) 157 32 238 456 6 2,736 SURVEYOR: A4.14 BUILDING#1 - ROOF PLAN C6 SECTIONS AND DETAILS PLAN NEWFIELD ° SOLIVEN P.L.S.TYPE B 532 400 45 33 863 59 575 91 2,015 2 4,030 (59+91=) 150 33 250 466 2 932 ADAPTABLE UNIT SAM A. A4.21 BUILDING#1 - ELEVATIONS (1) �1 1215 W. IMPERIAL HIGHWAY#208, BREA, CA 92821 A4.22 BUILDING#1 - ELEVATIONS (2) DESIGN GROUP, INC. TYPE Cl 539 400 45 28 918 59 575 91 2,077 3 6,231 (59+91=) 150 28 284 490 3 1,470 LANDSCAPE CELL: 714-376-7123/SAM@THELANDSURVEYOR.COM A4.31 BUILDING#1 -SECTIONS 20955 PATHFINDER RD. SUITE #100 E TYPE C2 524 400 45 22 897 59 575 91 2,041 2 4,082 (59+91=) 150 22 268 462 2 924 DIAMOND BAR, CA 91765 co SOIL ENGINEER: A5.11 BUILDING#2- 1ST FLOOR PLAN L-1 PRELIMINARY LANDSCAPE PLAN PHONE: (909) 275-8037 v TYPED 546 400 45 27 902 59 641 91 2,134 3 6,402 (59+91=) 150 27 753 957 3 2,871 JACK PUKKANASUT, PG SOIL newfielddesigngroup@gmail.com o TYPE E 494 400 26 21 829 58 471 113 1,820 2 3,640 (58+113=) 171 21 248 461 2 922 CELL: 626-675-1254/ INFO@PGSOIL.COM A5.12 BUILDING#2-2ND FLOOR PLAN TOTAL 18 36,355 TOTAL 18 9,855 A5.13 BUILDING#2-3RD FLOOR PLAN STRUCTURAL ENGINEER: A5.14 BUILDING#2- ROOF PLAN r�r�C STRUCTURAL CD a PROJECT INFORMATION PROJECT DATA: FLOOR AREA RATIO (FAR): 36,355 SF 154,337 SF = 66.9% A5.21 BUILDING#2- ELEVATIONS (1) /J/J►J o PROJECT NAME: AVIGNON RESERVE LOT SIZE: 280.62'x 60'/280.63'x 66'/280.64'x 67.62' TOTAL FOOTPRINT AREA: 19,513 SF APPLICABLE CODES A5.22 BUILDING#2- ELEVATIONS (2) ENGINEERING LLC PROJECT ADDRESS: 8626/8642/8644 ARROW RTE, RANCHO CUCAMONGA, CA 91730 LOT AREA: 16,837 SF + 18,522 SF + 18,978 SF = 54,337 SF = 1.247 AC. LOT COVERAGE: 19,513 SF/54,337 SF = 36% < 50 % MAX. A5.31 BUILDING#2-SECTIONS .o APN: 0207-201-24/0207-201-10/0207-201-11 ALLOWED DENSITY: 14 DU/AC A.247 AC = 17.5 MAX. DWELLING UNITS TOTAL GARAGE AREA: 7,200 SF (400 SF x 18 UNITS) 2022 CALIFORNIA BUILDING CODE (CBC) A6.11 BUILDING#3- 1ST FLOOR PLAN 2376 CHALYBE TRAIL, LEGAL DESCRIPTION: PORTION OF LOT 15, SECTION 9, TOWNSHIP 1 SOUTH, RANGE 7 PROPOSED 18 DWELLING UNITS TOTAL PRIVATE OPEN SPACE: 9,855 SF (INCLUDE FRONT YARD, PATIO, & UPPER FL) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) A6.12 BUILDING#3-2ND FLOOR PLAN BIRMINGHAM, ALABAMA 35226 0 WEST, SAN BERNARDINO BASE AND MERIDIAN, MAP OF NUMBER OF 3-BEDROOM UNITS: 18 TOTAL FRONT YARD LANDSCAPE: 4,319 SF A6.13 BUILDING#3-3RD FLOOR PLAN Email: zs(PUBLIC OPEN SPACE) 2022 CALIFORNIA ELECTRICAL CODE (CEC) Cell: : zzs 212-086structural. w CUCAMONGA LANDS, M.B. 4/9 PARKING PROVIDED, 3-BEDROOM UNITS: 36 TOTAL LANDSCAPE AREA: 15,176 SF/54,337 SF = 28% (PUBLIC & PRIVATE) 2022 CALIFORNIA MECHANICAL CODE (CMC) com ZONE: MRD (MEDIUM RESIDENTIAL DISTRICT) PARKING PROVIDED, GUEST SPACES: 6 (INCLUDE 2 ACCESSIBLE PARKING SPACES) 2022 CALIFORNIA PLUMBING CODE (CPC) A6.14 BUILDING#3- ROOF PLAN NUMBER OF STORY: 3 BUILDING AREA SUMMARY: LIST OF AMENITIES: 2022 CALIFORNIA ENERGY CODE A6.21 BUILDING#3- ELEVATIONS (1) OCCUPANCY GROUP: R-3/U BUILDING#1 (TYPE D+TYPE A+TYPE Cl): 2,134 SF + 1,995 SF +2,077 SF =6,206 SF a. BARBEQUE AREA: 15-0"x 15-0" = 225 SF 2022 CALIFORNIA GREEN BUILDING STANDARD CODE A6.22 BUILDING#3- ELEVATIONS (2) CONSTRUCTION TYPE: TYPE V-B BUILDING#2 (TYPE C2 +TYPE A+TYPE Cl): 2,041 SF + 1,995 SF +2,077 SF =6,113 SF b. LARGE OPEN SPACE: 20'-0"x 50'-0" = 1,000 SF CITY OF RANCHO CUCAMONGA MUNICIPAL CODE A6.31 BUILDING#3-SECTIONS o ARCHITECTURE STYLE: MEDITERRANEAN BUILDING#3 (TYPE Dm +TYPE A+TYPE Bm): 2,134 SF + 1,995 SF+2,015 SF = 6,144 SF c. TOT LOT AREA: 16'-2"x 31'-0" = 501 SF A7.11 BUILDING#4- 1ST FLOOR PLAN CD DEMOLITION: N/A BUILDING#4(TYPE Cl +TYPE A+TYPE Em): 2,077 SF + 1,995 SF + 1,820 SF = 5,892 SF A7.12 BUILDING#4-2ND FLOOR PLAN 00 BUILDING#5 (TYPE D +TYPE A+TYPE B): 2,134 SF + 1,995 SF +2,015 SF =6,144 SF BUILDING#6 (TYPE C2 +TYPE A+TYPE E): 2,041 SF + 1,995 SF + 1,820 SF = 5,856 SF A7.13 BUILDING#4-3RD FLOOR PLAN TOTAL LIVING FLOOR AREA: 36,355 SF z SITE UTILIZATION MAP: BUILDING FLOOR AREA & PRIVATE OPEN SPACE CALCULATIONS: Ll L_j L] U U THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL w I PROPERTY OF NEWFIELD DESIGN GROUP,INC. BUILDING #1 BUILDING #1 - PRIVATE BUILDING #2 BUILDING #2 - PRIVATE BUILDING #3 BUILDING #3 - PRIVATE } I I THEY ARE FOR THE USE OF THIS SPECIFIC pp I I I PROJECT ONLY AND MAY NOT BE REPRODUCED, FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SANDSTONE PL m -- -- -- -- I� COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF F I I NEWFIELD DESIGN GROUP,INC. Q UNIT#1 -TYPED: UNIT#1 -TYPED: UNIT #4 -TYPE C2: UNIT #4-TYPE C2: UNIT #7 -TYPE Dm: UNIT#7 -TYPE Dm: I w GROUND FLOOR AREA: 591 SF(546 SF+45 SF) GROUND FLOOR PORCH/PATIO: 27 SF GROUND FLOOR AREA: 569 SF(524 SF+45 SF) GROUND FLOOR PORCH/PATIO: 22 SF GROUND FLOOR AREA: 591 SF(546 SF+45 SF) GROUND FLOOR PORCH/PATIO: 27 SF SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF>250 SF SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF>250 SF SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF>250 SF __ __ __ _ REVISIONS: < D >150 SF >150 SF z THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF I >150 SF EI I (MR ZONE) w TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF J TOTAL PRIVATE OPEN SPACE: 957 SF TOTAL PRIVATE OPEN SPACE: 462 SF TOTAL PRIVATE OPEN SPACE: 957 SF UNIT#2 -TYPE A: UNIT #5 -TYPE A: UNIT#8 -TYPE A: MAD IRO N E AVE GROUND FLOOR AREA: 525 SF(480 SF+45 SF) UNIT#2 -TYPE A: GROUND FLOOR AREA: 525 SF(480 SF+45 SF) UNIT #5-TYPE A: GROUND FLOOR AREA: 525 SF(480 SF+45 SF) UNIT#8 -TYPE A: SECOND FLOOR AREA. 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF I I I THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF>250 SF THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF>250 SF THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF>250 SF TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF>150SF TOTAL LIVING FLOOR AREA: 1 995 SF SECOND FLOOR BALCONY: 80 SF>150SF TOTAL LIVING FLOOR AREA: 1 995 SF SECOND FLOOR BALCONY: 80 SF>150 SF / THIRD FLOOR BALCONY: 77 SF THIRD FLOOR BALCONY: 77 SF THIRD FLOOR BALCONY: 77 SF I UNIT#3 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF UNIT #6 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF UNIT#9 -TYPE Bm: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR AREA: 584 SF(539 SF+45 SF) GROUND FLOOR AREA: 584 SF(539 SF+45 SF) GROUND FLOOR AREA: 577 SF(532 SF+45 SF) / SECOND FLOOR AREA: 918 SF UNIT#3 -TYPE Cl: SECOND FLOOR AREA: 918 SF UNIT #6-TYPE Cl: SECOND FLOOR AREA: 863 SF UNIT#9 -TYPE Bm: I VACANT LOT I 'I THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF / I (MR ZONE) TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF>250 SF TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF>250 SF TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF>250 SF I SECOND FLOOR BALCONY: 59 SF SECOND FLOOR BALCONY: 59 SF SECOND FLOOR BALCONY: 59 SF >150SF >150SF >150SF TOTAL BUILDING#1 LIVING FLOOR AREA:6,206 SF THIRD FLOOR BALCONY: 91 SF TOTAL BUILDING#2 LIVING FLOOR AREA:6,878 SF THIRD FLOOR BALCONY: 91 SF TOTAL BUILDING#3 LIVING FLOOR AREA:6,144 SF THIRD FLOOR BALCONY: 91 SF (MR ZONE) (=2,134 SF+1,995 SF+2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF (=2,041 SF+1,995 SF+2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF (=2,134 SF+1,995 SF+2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF IE::p 26'DRIVEWAY- 0 E TOTAL BUIILDING#1 GARAGE AREA:1,200 SF TOTAL BUILDING#1 PRIVATE OPEN SPACE:1,903 SFTOTAL BUILDING#2 GARAGE AREA:1,200 SF TOTAL BUILDING#2 PRIVATE OPEN SPACE:1,408 SF TOTAL BUILDING#3 GARAGE AREA:1,200 SFTOTAL BUILDING#3 PRIVATE OPEN SPACE:1,879 SIF PLAN CHECK NUMBER: (=957 SF+456 SF+490 SF) (=462 SF+456 SF+490 SF) (=957 SF+456 SF+466 SF) � I BUILDING#5 BUILDING#6 o Q DRC2023-00131, Ej EL] BUILDING#3 O BUILDING#4 I SUBTPM20738 0 - i (LMR ZONE) Q Q b- 26'DRIVEWAY - U o I E::p BUILDING #4 BUILDING #4 - PRIVATE BUILDING #5 BUILDING #5 - PRIVATE BUILDING #6 BUILDING #6 - PRIVATE 0 - 0 0 E Ij - I PLOT DATE: 8/7/2024 3:54 PM FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: BUILDING#1 BUILDING#2 ORIGINAL DRAWING PREP. UNIT#10-TYPE Cl: UNIT#10-TYPE Cl: UNIT#13-TYPE D: UNIT#13-TYPE D: UNIT#16-TYPE C2: UNIT#16-TYPE C2: MAN OLA PL DATE: 4/4/2023 GROUND FLOOR AREA: 584 SF(539 SF+45 SF) GROUND FLOOR PORCH/PATIO: 28 SF GROUND FLOOR AREA: 591 SF(546 SF+45 SF) GROUND FLOOR PORCH/PATIO: 27 SF GROUND FLOOR AREA: 569 SF(524 SF+45 SF) GROUND FLOOR PORCH/PATIO: 22 SF J� SECOND FLOOR AREA: 918 SF GROUND FLOOR POS: 312 SF>250 SF SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF>250 SF SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF>250 SF THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF>150 SF >150 SF >150 SF THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF PLAN PREPARED BY: ` ,O TOTAL LIVING FLOOR AREA: 2,077 SF THIRD FLOOR BALCONY: 91 SF TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF NDG /ANDY C. LIN TOTAL PRIVATE OPEN SPACE: 490 SF TOTAL PRIVATE OPEN SPACE: 957 SF TOTAL PRIVATE OPEN SPACE: 462 SF UNIT -TYPE A: UNIT TYPE A: UNIT#17-TYPE A: DOE SHEET TITLE: GROUND FLOOR AREA: 525 SF(480 SF+45 SF) UNIT#11-TYPE A: GROUND FLOOR AREA: 525 SF(480 SF+45 SF) UNIT#14-TYPE A: GROUND FLOOR AREA: 525 SF(480 SF+45 SF) UNIT#17-TYPE A: -- -- SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF>250 SF THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF>250 SF THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF>250 SF j / FLORO PL TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF (MR ZONE) I S H E ET I N D EX THIRD FLOOR BALCONY: 77 SF >150 SF THIRD FLOOR BALCONY: 77 SF>150 SF THIRD FLOOR BALCONY: 77 SF >150 SF (MR ZONE) - - - - - - UNIT#12-TYPE Em: TOTAL PRIVATE OPEN SPACE: 456 SF UNIT#15-TYPE B: TOTAL PRIVATE OPEN SPACE: 456 SF UNIT#18-TYPE E: TOTAL PRIVATE OPEN SPACE: 456 SF I I PROJECT DATA GROUND FLOOR AREA: 520 SF(494 SF+26 SF) GROUND FLOOR AREA: 577 SF(532 SF+45 SF) GROUND FLOOR AREA: 520 SF(494 SF+26 SF) SECOND FLOOR AREA: 829 SF UNIT#12-TYPE E:m: SECOND FLOOR AREA: 863 SF UNIT#15-TYPE B: SECOND FLOOR AREA: 829 SF UNIT#18-TYPE E: SITE UTILIZATION MAP THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF -- -- -- TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF>250 SF TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF>250 SF TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF>250 SF SECOND FLOOR BALCONY: 58 SF SECOND FLOOR BALCONY: 59 SF SECOND FLOOR BALCONY: 58 SF TOTAL BUILDING#4 LIVING FLOOR AREA:5,892 SF THIRD FLOOR BALCONY: 113 SF>150 SF TOTAL BUILDING#5 LIVING FLOOR AREA:6,144 SF THIRD FLOOR BALCONY: 91 SF>150 SF TOTAL BUILDING#6 LIVING FLOOR AREA:5,856 SF THIRD FLOOR BALCONY: 113 SF>150 SF(=2,077 SF+1,995 SF+1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF (=2,134 SF+1,995 SF+2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF (=2,041 SF+1,995 SF+1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF ID UD 0E] 1P OD USHEET NUMBER: TOTAL BUILDING#4 GARAGE AREA:1,200 SF TOTAL BUILDING#4 PRIVATE OPEN SPACE:1,407 SF TOTAL BUILDING#5 GARAGE AREA:1,200 SF TOTAL BUILDING#5 PRIVATE OPEN SPACE:1,879 SF TOTAL BUILDING#6 GARAGE AREA:1,200 SF TOTAL BUILDING#6 PRIVATE OPEN SPACE:1,379 SF (=490 SF+456 SF+461 SF) (=957 SF+456 SF+466 SF) (=462 SF+456 SF+461 SF) O O NORTH n � o I AO . 0 Exhibit SCALE: 1"=100' w cn PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) r-------------------- 120 PROJECT NAME: PULL SIDE AVIGNON RESERVE -A --- ----- ----- UNAUTHORIZED VEHICLES PARKED It I --I 4'-0" ® SINGLE STALL N BRAT RUSH sIIL�I= ' s'-a' 9 DOUBLE STALLS IN DESIGNATED ACCESSIBLE 8626, 8642, &8644 ARROW ROUTE x I 2 MIN I I I CONC. CURB (N.I.C.) O I EXTERIOR 130C}R i I BMP PLANTER I -i i , PASS NCT DISPLAYING RANCHO CUCAMONGA CA 6 I B�K SYSTEM LETTERING ON �$� MIN- = I 1/2" RADIUS EDGE SEE LANDSCAPE DISTINGUISHING PLACARDS OR SIGN SHALL BE APN: 0207-201-24/0207-201-101 =' Q FAR AT ; I �_ & CIVIL DWCS SPECIAL LICENSE PLATES ISSUED MIN. of 1" IN 0 I Il kIRIUK I.JUORS I EXPANSION (CDLD). JOINT m II FOR PERSONS WITH DISABILITIES HEIGHTS. 0207-201-11 W I' I 1/4" ETHAFOAM 6 I I MAY BE TOWED AWAY AT OWNER'S EXPENSES, w I � i CONCRETE WALKWAY, � OWNER: _ SIDEWALK, OR PARKING7 I I TOWED VEHICLES WHERE OCCUR. co r I i # MAY BE RECLAIMED AT PEACE & JOY I.I.C. Q CITY OF RANCHO CUCAMONGA CONTACT INFORMATION CONCRETE PRANG W/ F_ M [n #4 REBAR 24" C:C, c� ° 0 _ o M SHERIFF'S STATION SHALL BE INCLUDED } M 1/2" DIA. STEEL DOWEL YFtL3 IUIwALL}III NALS�A.t ' SEE CIVIL PLAN m 4'-0" O.C. CENTERED ON �r DR BY TELEPHONING ON SIGN (MIN. OF 1" m LENGTH OF WHEEL STOP 909 477-2800 IN HEIGHTS.]. Ct ELEVATION F DER HAS BOTH : l �:•.,::�.��:: �.0 . •... ...,::,•:.,. :.:.:•:.�., : r M 4rv4",•SPtIyQ::f {3�ttvq Copd .�?.''.'• Peace&Joy N LATCH AND CLOSER s: �r��•ro1�1r�;,��r eI�11L DWGS`. T; :�E LLC. o �- _ TOWING NOTES; 00 -- III � IIIIIIIIIIII—III PROJECT MANAGER: LUKE C. CHAU �, �__ A, WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLED PARKING SPACES IS P.O.Box 4661 CERRITOS, CA 90703 10) FROM APPROACH I I II IIIIIII IEllI �011 PASTED CONSPICUOUSLY AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, C) III=IIIIII I ° _ OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. Phone: 562.897.1893 0 I 1 I T I=I I I I ICI I I I I S 112 B, BLANK SPACES ON SIGN(S) ARE FILLED WITH APPROPRIATE INFO, o _III I=I =I i 1=1 Email: Rig htTimeDevelopment C. SIZE OF LETTERING ON SIGNAGE IS A MINIMUM OF 1" IN HEIGHT. N - ----- ------------------- - .. . i 54" MIN. 3» SEALANT D. SIGN(S) IS NOT LESS THAN 24" X 24" IN SIZE. q@gmall.com �I PULL SIDE I #4 CONT. a AST IN PLACE CONC. CURB TOW AWAY PARKING SIGN DESIGNER: I t ----T--TR--- C7)-� �' 1 2" DIA. STEEL DOWELPUSH SIDE i .S. � N.T.S. 4 -O" O.C. CENTERED ON # m n� J= z i I LENGTH OF WHEEL STOP T�WaRA1Q L �„ MIDI, I i i THE SIGN SQUARE INCHES IN BE ANDLEWHENAIIN7A ■ Q DEVELOPING g LANDSCAPE OR PAVEMENT o PATH OF TRAVEL, SHALL 8E POSTED AT A DESIGN MINIMUM HEIGHT DF 80 INCHES FROM THE o 7, r� 11M. 112" RADIUS EDGE BOTTOM OF THE SIGN TO THE PARKING SPACE CONSTRUCTION FINISHED GRADE. SIGNS MAY ALSO BE o RESERVED CENTERED ON THE WALL AT THE INTERIOR END NEWFIELD L i I f CONC. PAVING OR WALKS Q P FOR Q ( �� QF THE PARKING SPACE AT A MINIMUM HEIGHT = HANDICAPPED DESIGN GROUP, INC. OF 36 INCHES FROM THE PARKING SPACE 2- 4 GONE. BARS. REINFORCE o � a SEE CIVIL DRAWING OR _ _ FINISHED GRADE, GROUND OR SIDEWALK. 20955 PATHFINDER RD. SUITE #100 0 I RECOMMENDATION IN Ar I DIAMOND BAR, CA 91765 NOTE: _ l - solLs REPORT. SECTION I ACC ES IBL l PHONE: (909) 275-8037 ll` lrt �� SAW CUT EXPANSION JOINT, SEE U L — — CIVIL PLAN FOR LOCATION. TYP. newfielddesigngroup@gmail.com U LATCH MO CLOSER 1/8" WIDE, 1 1/2" DEEP U-N-O- " _ a a" x I '-D" x 18 GA. REFLECTIVE STRUCTURAL ENGINEER: cc PORCELAIN ENAMEL SIGNAGE TT TTTn o f L CD STATING "VAN ACCESSIBLE" rjrj(v STRUCTURAL URAL a �� E SIDE A � WHEEL STOP (TYP. C VAN ACCESS STALL LJLJ►7 0 N_ WHERE OCCUR) ENGINEERING LLC _ °p N.T.S. 4 . III=III= 80" MIN. ABOVE FINISHED PARKING .o SURFACE, GROUND OR SIDEWALK. 0- --------------�--- -- --- -I -------------- I T I 36" HIGH IF POSTED ON THE WALL 2376 CHALYBE TRAIL, t'4�LL I Lit ; PUSH 51 DE III=1 i I— = I= �. Z L4111_41n, BIRMINGHAM, ALABAMA 35226 0 { UL I —III a Cell: (205)212-0861 w8I I Email: zzsstructural.com O.D. X .188 GALV. STEEL PIPE POLE. 24 MIN. 1UI�l�� 18 18" DIA. CONCRETE BASE CAST IN PLACE CONC. CURB @ @ @ @ Fv� NOTE: EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES. SHALL N.T.S. [o] �] BE IDENTIFIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND o T I VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. VAN ACCESSIBLE SPACES - 00 0 @ COMPLYING WITH SECTION 1 1 D9A.H.6 AND SHALL HAVE AN ADDITIONAL LANGUAGE STATING C Ln TRUNCATED DOME TOP CD DOTE:Y , 4$" MIN. "VAN-ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. (1109A.8.8) , NI IF DOOR HAS (1SFR L N O TRUNCATED DOME BASE C VAN ACCESSIBLE SIGN z Q 2.35" 0.45"-b.47" G N.T.S. MIN AT TOP 36" J ¢< < 0.9 �0.92 THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, - AT BASE WHITE BORDER AND ARRANGEMENTS ARE THE INTELLECTUAL w ��} LATCH SME APPROACH l < PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC _ T PROJECT ONLY AND MAY NOT BE REPRODUCED, c� - BLUE BACKGROUND COPIED OR LOANED IN PART OR WHOLE WITHOUT clfMANEUVERING CLEARANCE AT SWINGING DOORS THE EXPRESSED WRITTEN AUTHORIZATION OF N.T.S. CHAPTER 1 1A ACC.: FIGURE 11A-8A o 0,9 BASE `D NEWFIELD DESIGN GROUP,INC. Q I C° 0. 5" T P WHITE ISA Q (A) VERTICAL CHANGE IN LEVEL (B) BEVELED CHANGE IN LEVEL REVISIONS: z J 112" MAX. TAPERED EDGES LL_ WHERE EXPOSED � 1/4" AT 1:2 SLOPE NOTES: 1 . PROVIDE TWO COATS OF PAINT - 2. BLUE BACKGROUND WITH WHITE LOGO �a CHANGE IN LEVEL DETECTABLE WARNING SURFACE 43.. LOCATE LOGO FQRTEACHTER OF STALL WHERE ACCESSIBLE PARKING SHOWN ON SITE PLAN uONEN.E.S_ LL NOTE: BY OUTLINING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON BLUE BACKGROUND, THE SYMBOL SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL DOOR SILL TRANSITION THRESHOLD BE 36 INCHES HIGH BY 36 INCHES WIDE. N.T.S. CHA IA ACC.: FIGURE 11A-BL MEASUREMENT RANGE MINIMUM IN INCHES BRAILLE DIMENSIONS B S71VI BOL OF I NT"L ACCESS. FOR HC. MAXIMUM IN INCHES N' DETECTABLE SIGNS AT CONSPICUOUS PLACES ALONG COMMON PATH OF TRAVEL: Dot Base diameter 0.059 - 0.063 WARNING SURFACE PLAN CHECK NUMBER: AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR Distance Between two dots in the same cell 0.100 ,_D„ ® � 5 a ® P ® 4 77 Y ®j 0 a e ® ® 0 r,_O„ 2 Y DRC2023-00131, LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE J _ J INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ¢ "18" ® � ® ® ® � ¢ ® ® � ® ® � „18„ ¢ SUBTPM2O738 ACCESSIBLE BUILDING ENTRANCES AND FACILITIES. (1110A.2) Distance Between corresponding dots in adjacent cells 0.300 L� Q ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED Dot height 0.025 - 0.037 -� ACCESSIBLE PARKING SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM PROVIDE 48" MIN. WIDTH WALKWAY, o VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST Distance Between corresponding dots from one cell directly Below 0.395 - 0.400 5% MAX. SLOPE IN THE DIRECTION OF PLOT DATE: 8/7/2024 3:54 PM PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION TRAVEL, 2% MAX. CROSS-SLOPE. SEE w 1 1 17B.5.4 FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 WHEEL STOP, CIVIL DWG. ORIGINAL DRAWING PREP. c� PARKING SPACE WHERE OCCURS w FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE DATE: 4/4/2023 SAME PARKING LEVEL. SIGNAGE 4" STRIPES 5" RAISED CURB CENTERED TO @ 36" 0•C• PARKING SPACE SIGNAGE ENTRANCE — Distance between corresponding PARKING PAINTED BLUE WHEREVER SIGNS MOUNTED ON PASTS OR PYLONS PROTRUDE FROM THE PAST OR ponding Distance between dots in the SPACE CENTERED TO PARKING SPACE. PLAN PREPARED BY: PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80 INCHES ABOVE THE 177 dots in adjacent cells same cell NOTE: PARKING SPACE FINISHED FLOOR w w OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED f NDG /ANDY C. LIN OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES (SEE o o �j�g ' SURFACE(5) AND ACCESS i w _ AISLE(S) NOT TO EXCEED 1:50 SECTION 1 1 16A.2 FOR REQUIRED HEADROOM CLEARANCE), � � GRADIENT (2%) CROSS SLOPE SHEET TITLE: 1 . SI.ZE= 6"X8" 1 ~� IN ANY DIRECTION. RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS. Distance between dots I a 0` I VAN EMBLEM MUST BE WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAM.S) COLOR: BLUE in the same cell 0 0 0 d 0 o Single Braille cell �ti N TALL SO THAT IT15TED ACCESSIBILITY `� ARE USED ON SUCH SIGNS, THEY SHALL C BACKGROUND WHITE VISIBLE BY A TRAFFIC LE CONFORM TO THE FOLLOWING REQUIREMENTS: i TTERS AND i a Q. ! ENFORCEMENT OFFICER WHEN SITE DETAILS (1143A.8) SYMBOLS. C 0. A VEHICLE 15 PRQBALY PARKED IN THE SPACE CHARACTERS ON SIGNS SHALL BE RAISED 1/32-INCHMINIMUM AND SHALL BE SANS 3. ACCOMPANY BY Blank cell space between words (CENTERED AT ENTRANCE TO SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH GRADE 2 BRAILLE ` Distance between corres ondin r� �> � � STALL RECOMMENDED) 1143A.9. p Raised Dot dots from one cell directlybelow 0 0 °� '' 4. LOCATION: TO BE ! Eq. Eq. EQ. EQ, 36"X36" SQUARE a. RAISED CHARACTERS SHALL BE A MIN. OF 5/8 INCH AND A MAX. OF 2 INCHES HIGH. VISIBLE TO PERSONS 0 0 j a Base diameter "INTERNATIONAL SYMBOL OF ACCES5IBILTY" b. PICTORIAL SYMBOL SIGNS .(PICTOGRAMS) SHALL BE ACCOMPANIED BY THE VERBAL ALONG APPROACHING r___ 9'-0'° 8'-a" FOR VAN ACCESS s'-oA '•_ SHEET NUMBER: DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF PEDESTRIAN WAYS. I [ i�i� Na raised dot (MIN. 5'-0" WIDTH) 11, a„ PAINT THE WORDS "NO THE PICTOGRAM FIELD .SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. ------------� -- c, CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL BRAILLE SHALL BE PLACED A PARKING" IN WHITE COTTERS MINIMUM OF 3/8 INCH AND A MAXIMUM OF � INCH DIRECTLY BELOW THE TACTILE LO LESS THAN 12" HIGH ANDAO . 1 CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTI-LINED, ALL 12 ACCESSIBLE ENTRANCE SIGN W/ GRADE 2 BRAILLE ACCESSIBLE PARKING STALL LOCATED 50 THAT IT 15 VISIBLE TO TRAFFIC BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. N T.S. 4 ENFORCEMENT OFFICIALS n- N.T.S. w U-) PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVE MASTER PLAN LEGEND N 8626, 8642, &8644 ARROW ROUTE, x RANCHO CUCAMONGA, CA -- PROPERTY LINE/SUBDIVISION APN: 0207-201-24/0207-201-10/ 0207-201-11 -- -- -- -- -- -- -- -- -- -- -- -- -- - PROPOSED BUILDING °' I I OWNER: ' PEACE & JOY I.I.C. I Ia. I I o I I M Peace&Joy N -- -- LLC. CD-- -- -- -- -- -- -- -- -- -- -- --� PROJECT MANAGER: LUKE C. CHAU co I I P.O.Box 4661 CERRITOS, CA 90703 Phone: 562.897.1893 CD Email: RightTimeDevelopment @gmail.com I I a DESIGNER: U I I ' VACANT LAND: FUTURE DEVELOPMENT ' hIflAAAtQ Q (APN#: 0207-201-20/0207-201-23) I DEVELOPING Q I (MEDIUM RESIDENTIAL ZONE) I DESIGN o CONSTRUCTION 0 NEWFIELD DESIGN GROUP, INC. (01 20955 PATHFINDER RD.SUITE #100 ° DIAMOND BAR, CA 91765 co PHONE: (909) 275-8037 newfielddesigngroup@gmail.com o U C STRUCTURAL ENGINEER: L0 ZZS STRUCTURAL CD PROPERTY LINE: 280.62' N - -- -- - - -- -- - - - - - - - - ENGINEERING LLC i a Q - - - - - - - - - - - - - \ 2376 CHALYBE TRAIL, (MR ZONE) => N o BIRMINGHAM,ALABAMA 35226 0 — — \ Cell: (205)212-0861 w o I \ (MR ZONE) Email:zzsstructural.com I I I I I I I LJJ PROJECT ADDRESS: ' I rr D 0 8626, 8642, &8644 ARROW ROUTE, RANCHO CUCAMONGA, CA 91730 Q C (APN#: 0207-201-1010207-201-11 /0207-201-24) O cp � 26-0" Q NI DRIV WAY 6 i C� z Lu Z J Q OOf Lu 1 THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, '-'-' / 0 AND ARRANGEMENTS ARE THE INTELLECTUAL Q000~ — — PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, - - - - - co - - - - - - - - - -; COPIED OR LOANED IN PART OR WHOLE WITHOUT Q N // r' ��,� a THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. ii I -r ; REVISIONS: T"A' 1 5 -41 .1. y VACANT LAND - 4 ', - w VACANT LAND f _ . MANOLA PL 0 - PROJECT LOCATION (MR ZONE) ; ' PLAN CHECK NUMBER: L% DRC2023-00131, (MR ZONE) _- '�^ s _ - __ SUBTPM20738 w AVO P N, PLOT DATE: 8/7/2024 3:54 PM Fi r.3, a LEI. 1..rw �� -i' ,. � � � ORIGINAL DRAWING PREP. ;� . • ,. - - �" _ 1: DATE: 4/4/2023 SATELLITE MAP, PROJECT LOCATION AND SURROUNDINGS PLAN PREPARED BY: NDG /ANDY C. LIN SHEET TITLE: I CONCEPTUAL I MASTER PLAN I I NORTH SHEET NUMBER: I CONCEPTUA�LM ASTER PLAN 1 )s! E: A1 . 0 w cn = __j I I PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) I I PROJECT NAME: SITE PLAN LEGEND AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA — - - — PROPERTY LINE APN: 0207-201-2410207-201-10/ "' I A B C VACANT LAN I 0207-201-11 ® 330'-71/2" PROPOSED BUILDING 10 01 30'-0" 20'-0" 280'-71/2" (LOT LENG H) 0 PROPOSED COVERED PORCH / PATIO OWNER: DILATION '0140'-11 112" 94'-7" 15'-0" 93'-1" 37'-0" ?01 EXISTING PEACE & JOY LLC. Q 55'-0" MIN. 33'-4" 29'-5" 31'-10" DISTANCE 31'-10" 29'-5" 31'-10" REAR YARD TWO STORY PUBLIC OPEN SPACE LANDSCAPE c�� BTW BLDGS BUILDING SETBACK FR T ENTRY BUILDING SETBACK Z ui HOUSE o ST. FROM CURB TO BUILDING J Q >_ J J J PRIVATE LANDSCAPE _ _ ¢ _ _ _ w z" _ _� — �/ --PROPERTY LINE: 280.62' — — — — — ¢ — — — — P.L. Lp Peace&Joy N I LLC. C)r` ui I I EGRESS o o ;Lu SLOPE PER GRADING 1 , VINES AND SHRUBS ALONG SLOPE PER GRADING 1 I _ C) PROJECT MANAGER: LUKE C. CHAU 00 L a I EDGE OF DRIVEWAY PER I ao o o z> I° DRAINAGE PLAN o c�Q LANDSCAPE PLAN,TYP. DRAINAGE PLA N, MIRROR P.O.Box 4661 CERRITOS, CA 90703 � - - - - - - - - - - - - - - - - �, I 04 o Lu pJ ,o � o Phone: 562.897.1893 0 w I INGRESS o o z 8'-0" 9'-0" SEE SHEET A0.1 FOR °h N "' Email: RightTimeDevelopment Z �� I c ACCESSIBILITY DETAIL \ I NOTE: @gmail.com SLOPE HEDGES ALONG ® ® ® NI N d ® ® �°�` 5% MAX. \ I 1. PLEASE SEE SHEET A1.2 FOR THE CONCEPTUAL LIGHTING PLAN DESIGNER: W I E S�/ G EDGE PER Z RON FRONT 9z18 FRON7T RON } \ 9'-6"x24' Q z_ 1 A 2. PLEASE SEE SHEET A2.1 -A2.9 FOR THE OVERALL FLOOR PLANS & ELEVATIONS ' I S/ Etr LK PLANSTYP.E UNIT 13 UNIT# 4 NTR UNIT 15 ENTRY ENTvR U I 16 UNIT# 7 NTR EN°R r ~ \ VISITOR wofr�AAAtQ L ACCESSIBLE UNIT 18 OVERED0 ¢ o 3. LOCATION OF DOUBLE DETECTOR CHECK (DDC), FIRE DEPARTMENT = mlim PROPOSED I 40'-0" TYP TYP A ORCHD l A/ � PORCH PARKING OMR'EbCPORCH TYPE 2 TYP A P1�NRDORCH C VERE a w 9 I PARKING o c� A /1 TYP PORCH' N I �w CONNECTIONS (FDC), FIRE BACK-FLOW DEVICE, PIV, FIRE CONTROL, ETC. PER LUEVELOPwG Q O HYDRANT#1 I I a ® - zl� 9-6 O W UTILITY PLAN �� DESIGN 55'-0" MIN. EN�RYDNT CO I ORCH c~ co z� I c~ � CONSTRUCTION Q RO T ENTRY BUILDING SETBACK B ILDIN ##5 B ILDIN # �Z W 6Ef�CsEE'sHEA�'/ 6Ef,�Cs'EE'sHEA�'/ NEWFIELD I Q D ST. FROM CURB TO BUILDING ( ) DH H ( ) Q� 20 W PRIVATE 5'-0' 37'-0" DESIGN GROUP, INC. �, O I Q LANDSCAPE OPEN 20955 PATHFINDER RD.SUITE #100 ° DI TAN E EAR YARD 0 �„ o� SPACE _ BT BL G_S _ _ BUILDING_ 19-6 x24 DIAMOND BAR, CA 91765 Z o 0 0 0 0 0 0 o SETBACK VISITOR J 3 PHONE: (909) 275-8037 U ui PATI PATIO c� EXISTING Q >° � _ N - cn - o newfielddesigngroup@gmail.com o I Z Z NTRY ENTR ENTRY NTRY ENTR W Ur ENTR PARKING Q J TWO STORY J o o g I mom Z cn CU IDEW LK WI HE GES CUR ED SIDE ALK W/ EDGE o HOUSE ca i= HE GES ALo G - SIDE ALK PER LA DSCAPE PLAN, ti O° RE C E PLAN, YP. � m - SIDEWALK I `r STRUCTURAL ENGINEER: N °W _ EAR EAR l/D REAR EAR EAR REA _ O x W 6' LANDSCAPE O NTRY NTRY ENTRY NTRY NTRY "- ENTR O J (/) ZZS STRUCTURAL Q I w a PATI o o m o 0 0 0 O PLAN,TYP. PATIO o0 0 VERED �� - W O PATIO Lu ~ % t ENGINEERING LLC I VISITOR _ LANDSCAPE POPENE DH ¢ H (PARKING o o \ o SPACE B ILDIN o B ILDIN 4 26'-0.MIN I Z� 2376 CHALYBE TRAIL, a� D (DETAIL SEE SHEET A6)� - "' (DETAIL SEE SHEET A7)� - IRE A LESS I J _ \ BIRMINGHAM,ALABAMA 35226 w -0 o Cell: (205)212-0861 E ISTI G EN�RYDNT CP RCH cD Z ti E EWE K D M SLOPE w— ti M Email:zzsstructural.com a 0 VERE , C VERE o UNIT#12 PORCH 9'-6"x24' w X M ° 5°/D MAX. I O E UNIT 7 PORCH UNIT 8 UNIT#9 PORCH 9x18 PORCH UN #10 PORCH UNIT 11 PER 1 �W LOCATION OF UTILITY q ° I TYP D TPA TYP B F o T o ACCESSIBLE FRONT TYPE 1 P A TYPE No 26��,� CIVIL / VISITOR PER UTILITY PLAN N°R A iiA ENTRY ARK( PARKING ENTRY NTR / �/ PLAN / PARKING I 6A 1lll S 0 06 - 91-011 ll PROPO Eo w� EGRESS � o W SEE SHEET A0.1 FOR z HYDRANT 3 I Lu a I SLOPE PER GRADING 1 w Q ACCESSIBILITY DETAILS SLOPE PER GRP'DING 1 / G CN _ �'Q 1 DRAINAGE PLAN ''I DRAINAGE PLAN �O�`� -, `" -q z� o �W _ AC ES_I LE _ _ CENTERLINE OF _ o `Y' >a - fi °° - - - - - - - - - - �`�., z>_ CRO SING WAY CONCRETE DRIVEWAY O,Gcf' �I 1 ,_0„° a O o SECURITY LIGHTS PER IRRO z o E I TI p INGRESS o LIGHTING PLAN SEE SHEET A1.2 7 SI WALK J THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, � — — — — 7 AND ARRANGEMENTS ARE THE INTELLECTUAL PUBLIC OPEN PROPERTY OF NEWFIELD DESIGN GROUP,INC. SPACE PER EXISTING THEY ARE FOR THE USE OF THIS SPECIFIC _ RON FRONT FRONTRON RONT LANDSCAPE o U TWO STORY PROJECT ONLY AND MAY NOT BE REPRODUCED, ENTRY ENTRY NTR NTRY � COPIED OR LOANED IN PART OR WHOLE WITHOUT Im N 1 UN #2 NI o o NI UN #5 NI o PLAN o HOUSE Q / C V RE / 1 "' THE EXPRESSED WRITTEN AUTHORIZATION OF P I 'P A OVERE 1 PORCH PORCH P TYP A OVERE 01 Q I E I LANDSCAPE PORCH _0 PORCH / SECURITY 20'x50' (1000 SF) NEWFIELD DESIGN GROUP,INC. ILARGE PROPOSED I ENORYDCp CAMERA LAWN AREAON w ti z HYDRANT#2I 40'-0" PRI LLpp NN Lu o I INN M REVISIONS: w I E 10 OPEN (6�1 �Es'�E fAa)/ ' (6E1 �EEs�E TAS/ 20-° 11 w I E V HEDGES ALONG:_3 EDGE PER SPACE DH H \ I SIL I LA DSCAPE SECURITY I I PLAN,TYP. 36'-0"X14'-0" 09 — E STI _ N RY ENT o PATIO o ¢Q EN R N RY EN RAn 9 D9 zs' PATIO EN R TOT LOT o } I - - C RVED SI EWALK /HE 36-0 SI EVd° �SIDE ALK CURVED S DEWALK /HEDGE I W PER Y LINE: 280.65 N TYP. SIDEWA K J. P.L ° — — — — — — — — — — — — — — ° EXISTING 6' H N ETE BLO WA E)8'10 E LANDSCAPE AREA )8'10 E)8"0 )8"0 )8"0 ASS (°)D SL EXISTING LANDSCAPE AREA $L ° E)8"0 TREE SL ( ) ° REE SL TREE TEE TREE oCURB INLET. ° ° J 33'-4" 29'-5" 31'-1 ' J 15'-0" J 31'-10" 29'-5" 31'-10" J J O 55'-0" 94'-7" DISTANCE 93'-1" 37'-0" N FRO NIT ENTRY BUILDING SETBACK BTW BLDGS REAR YARD IST. FROM CURB TO BUILDING A B C D E F G H BUILDING SETBACK PLAN CHECK NUMBER: XISTIN 8 DRC2023-00131, APRON ° ° MAN O LA P L ° SUBTPM20738 Q ° o PLOT DATE: 8/7/2024 3:54 PM w p ORIGINAL DRAWING PREP. o ° a ° DATE: 4/4/2023 EXISTING EXISTING EXISTING EXISTING PLAN PREPARED BY: TWO STORY TWO STORY TWO STORY NDG /ANDY C. LIN TWO STORY EXISTING EXISTING EXISTING \ HOUSE HOUSE HOUSE HOUSE TWO STORY TWO STORY TWO STORY HOUSE HOUSE HOUSE \ \ SHEET TITLE: PROPOSED SITE PLAN NORTH SHEET NUMBER: PROPOSED SITE PLAN Al . 1 SCALE: 1/16"=1'-O" w cn PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) I I I PROJECT NAME: VACANT LAND AVIGNON RESERVE (APN#: 0207-201-2010207-201-23) (MEDIUM RESIDENTIAL ZONE) LIGHTING PLAN LEGEND. N 8626, 8642, &8644 ARROW ROUTE, x RANCHO CUCAMONGA, CA I SYMBOL LIGHT STANDARD & FIXTURE DETAILco A B C D E F G H APN: 0207-201-2410207-201-10/ I I EXTERIOR WALL MOUNT LIGHT, SHALL BE 12 FT MAXIMUM 0207-201-11 INSTALLED HEIGHT PER ELEVATIONS EXISTING OWNER: INGLE-FAMILY HOUSE LED PORCH LANTERN OUTDOOR WALL LIGHT, PEACE & JOY I.I.C. Q BLACK W/CLEAR GLASS,DUSK TO DAWN SENSOR,650 LUMENS,3000K WARM WHITE, MODEL:MEL-6100W,BY MAXXIMA M - - - - - - - - - - - - - It I I Lp co f I o I Peace&Joy N LLC. o Q LANDSCA _ _ _ n PROJECT MANAGER: LUKE C. CHAU 00 I o z P.O.Box 4661 CERRITOS, CA 90703 EM3 o b LED OUTDOOR FLOOD WALL LIGHT, SHALL BE 12 FT MAXIMUMPhone: 562.897.1893 0 I \ INSTALLED HEIGHT o Email: RightTimeDevelopment It — ° I _ _ — — _ _ I 1 LED OUTDOOR FLOOR WALL LIGHT,EXTERIOR @gmail.com NI Ni d SECURITY LIGHT,800 LUMENS,3000K WARM ❑ ❑ ❑ N ® ❑ ❑ WHITE,MODEL:MEL-S101300B-02,BY MAXXIMA NVA J ° UNIT 1377 UNIT# 4 UNIT 15 SSIBLE UNIT 16 UNIT# 7 �1 VISITOR 1 A DESIGNER: °I LANDSCAPE U I 18 \ PARKING U TYPE TV A P P KING TYPE 2 TYP A TYP I 11fr19AAAtIMQ DEVELOPING Q FREESTANDING OUTDOOR LIGHT, SHALL BE 15 FT MAXIMUM DESIGN B ILDINC� IN Y B ILD INSTALLED HEIGHT,APPLIES TO PARKING LOT AREA. CONSTRUCTION I opl J AIL (6E�f SE�S�I�ET A8)� ¢ (6EEfAIL SEE SHE .I I 26-0 MIN. Lu o CON RETE VISITOR s® 30DAYS ® NEWFIELD Q I c' 1> DRIVEWAY DESIGN GROUP, INC. �, PANG 20955 PATHFINDER RD.SUITE #100 ° EXISTING DIAMOND BAR, CA 91765 °ui INGLE-FAMILY PHONE: (909) 275-8037 v B l o HOUSE newfielddesigngroup@gmail.com o EL co 5' CURV D SIDE ALK 5'W URVE SIDEW LK Z °z RE I Lu N_ '13w ,'~ STRUCTURAL ENGINEER: w ° uj LANDSCAPE Q VIVI\/TOR z i` °¢`° ZZS STRUCTURAL a N o /PARKING ENGINEERING LLC B ILDIN B ILDIN 4 I w w I 97, I = 100W LED PARKING LOT POLE LIGHT 13 000 LUMENS TYPE III LED STREET LIGHT WITH a (6�f�Cs��s��ET A6)� (6�f�Cs��s��f A�)� \ 2376 CHALYBE TRAIL, � s \ PHOTOCELL,30OW MH EQUIVALENT DUSK TO DAWN SHOEBOX LIGHT @ PARKING, BIRMINGHAM,ALABAMA 35226 0 / D DRIVEWAYS,OPEN SPACE&PLAYGROUNDS.15 FT MAX MOUNTING HEIGHT. 0 zo MODEL:620001-NW-US-LC,BY LEPRO INNOVATION INC.,OR COMPARABLE EQUIVALENT. Cell: (205)212-0861 w ° a \ UNIT#12 I Email:zzsstructural.com UNIT 7 UNIT 8 UNIT#9 ESSIBL UN #10 UNIT#11 I VISITOR z I TYPE ® SOLAR WALL LIGHT 0.5 FOOT-CANDLE MIN. AND 2.0 FOOT-CANDLE TYP D T P A TYP B AR ,KING TYPE 1 P A / / PARKING I x MAX., ONLY APPLIES TO WALKWAYS INTENDED FOR USE AFTER O I AA / I w 6A DARK. 6 I a — — — — / 6 SOLAR WALL LIGHT WITH MOTION SENSOR(DETECT MOTION CD UP TO 10-17 FT),UP TO 600 LUMENS, o Q I \ MODEL:TMDZ-TYNBD-A002,BY MUZHI,OR COMPARABLE EM11 Z LU Q EQUIVALENT. CDI iLu I N§\ C? o SECURITY LIGHTS ° => a o Nc� o — — — — r ❑ ❑ ❑ ❑ ❑ ❑ THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, ch� LARGE OPEN EXISTINGTHE w I ° LAWN AREA \SINGLE-FAMILY NOTES. AND ARRANGEMENTS FIELD DESIGN 77PROPERTY OF NEWFIELD DESIGN GROUP,INC. = UNIT 1 UNIT#2 NI NI UNIT#5 NI THEY ARE FOR THE USE OF THIS SPECIFIC m SECURITY HOUSE PROJECT ONLY AND MAY NOT BE REPRODUCED, ° °° I P TYP A >;\ 1 P77 TYP A ; 1 CAMERA THE REQUIREMENTS LISTED BELOW SHALL APPLY TO ALL OUTDOOR LIGHTING.(17.58.050) COPIED OR LOANED IN PART OR WHOLE WITHOUT Q I THE EXPRESSED WRITTEN AUTHORIZATION OF c I A.NUISANCE PREVENTION.ALL OUTDOOR LIGHTING SHALL BE DESIGNED,LOCATED,INSTALLED, NEWFIELD DESIGN GROUP,INC. Q I J DIRECTED DOWNWARD OR TOWARD STRUCTURES,FULLY SHIELDED,AND MAINTAINED IN ORDER LANDSCAPE I �I , TO PREVENT GLARE,LIGHT TRESPASS,AND LIGHT POLLUTION. REVISIONS: o B. MAINTENANCE.FIXTURES AND LIGHTING SHALL BE MAINTAINED IN GOOD WORKING ORDER AND IN I I ECURITY A MANNER THAT SERVES THE ORIGINAL DESIGN INTENT. � I 1. BURNT-OUT AND BROKEN LIGHT BULBS SHALL BE REPLACED. LO _ _ CAMERA 2. LIGHTING FIXTURES SHALL REMAIN FREE OF GRAFFITI AND RUST. I ° 09 — TOT LOT 3. PAINTED LIGHT FIXTURES SHALL BE MAINTAINED TO MINIMIZE CHIPPING OR PEELING, C.SHIELDING.EXCEPT AS OTHERWISE EXEMPT,ALL OUTDOOR LIGHTING SHALL BE RECESSED 4' CURV D SIDE ALK 4'W QUIRVED IDEWA K AND/OR CONSTRUCTED WITH FULL DOWNWARD SHIELDING IN ORDER TO REDUCE LIGHT AND GLARE IMPACTS ON TRESPASS TO ADJOINING PROPERTIES AND PUBLIC RIGHTS-OF-WAY.EACH EXISTING 6' MAX. HEI HT CONCRET BLOCK WALL FIXTURE SHALL BE DIRECTED DOWNWARD AND AWAY FROM ADJOINING PROPERTIES AND PUBLIC RIGHTS-OF-WAY,SO THAT NO LIGHT FIXTURE DIRECTLY ILLUMINATES AN AREA OUTSIDE OF THE PROJECT SITE INTENDED TO BE ILLUMINATED. D.LEVEL OF ILLUMINATION.OUTDOOR LIGHTING SHALL BE DESIGNED TO ILLUMINATE AT THE MINIMUM LEVEL NECESSARY FOR SAFETY AND SECURITY AND TO AVOID THE HARSH CONTRASTS IN LIGHTING LEVELS BETWEEN THE PROJECT SITE AND ADJACENT PROPERTIES A B C D E F G H g E. SIGNS.LIGHTING OF SIGNS SHALL BE IN COMPLIANCE WITH CHAPTER 17.74(SIGN REGULATIONS PLAN CHECK NUMBER: FOR PRIVATE PROPERTY). MANOLA PL F. SPORTS FIELDS/OUTDOOR ACTIVITYWHERE PLAYING FIELDS OR OTHER SPECIALTY ACTIVITY DRC2023-00131, AREAS ARE TO BE ILLUMINATED,LIGHTING FIXTURES SHALL BE MOUNTED,AIMED,AND SHIELDED SUBTPM20738 SO THAT THE LIGHT FALLS WITHIN THE PRIMARY PLAYING AREA AND NO SIGNIFICANT OFF-SITE w LIGHT TRESPASS IS PRODUCED.ADDITIONALLY,THE LIGHTS SHALL BE TURNED OFF WITHIN ONE Q HOUR AFTER THE END OF THE EVENT. 0 o ° G.MAXIMUM HEIGHT OF FREESTANDING OUTDOOR LIGHT FIXTURES.THE MAXIMUM HEIGHT OF PLOT DATE: 8/7/2024 3:54 PM w e g OUTDOOR LIGHT FIXTURES ON RESIDENTIAL PROPERTIES SHALL BE 12 FEET.THE MAXIMUM v g HEIGHT OF FREESTANDING OUTDOOR LIGHT FIXTURES ABUTTING RESIDENTIAL DEVELOPMENT ORIGINAL DRAWING PREP. SHALL BE 15 FEET.OTHERWISE,THE MAXIMUM HEIGHT FOR FREESTANDING OUTDOOR LIGHT DATE: 4/4/2023 STRUCTURES SHALL BE 20 FEET.HEIGHT SHALL BE MEASURED FROM THE FINISH GRADE, EXISTING EXISTING EXISTING INCLUSIVE OF THE PEDESTAL,TO THE TOP OF THE FIXTURE.(SHIELDING AND MAXIMUM HEIGHT OF EXISTING FREESTANDING OUTDOOR LIGHT FIXTURES).HEIGHT LIMIT FOR LIGHT FIXTURES IN INDUSTRIAL PLAN PREPARED BY: SINGLE-FAMILY SINGLE-FAMILY SINGLE-FAMILY EXISTING SINGLE-FAMILY AREAS IS 25 FEET.THE HEIGHT OF ALL OUTDOOR LIGHT FIXTURES IS MEASURED FROM GROUND EXISTING EXISTING HOUSE HOUSE HOUSE LEVEL TO TOP OF ILLUMINATION FIXTURE AND DOES NOT INCLUDE DECORATIVE ELEMENTS NDG /ANDY C. LIN SINGLE-FAMILY HOUSESINGLE-FAMILY SINGLE-FAMILY ATTACHED TO THE TOP OF THE FIXTURE. HOUSE ]\\x\ HOUSE HOUSE SHEET TITLE: PHOTOMETRIC LIGHTING PLAN NORTH SHEET NUMBER: PHOTOMETRIC LIGHTING PLAN A1 . 2 SCALE: 1/16"=1'-O" w cn PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) o PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA co APN: 0207-201-24/0207-201-101 M PROPERTY LINE: 280.62' _ _ _ _ _ _ _ _ _ _ I 0207-201-11 F- — I I OWNER: 1 ° PEACE & JOY LLC. I EGRESS ¢ VINES AND SHRUBS ALONG EDGE w CENTER LINE OF PL DRIVEWAY PER LANDSCAPE w CENTER LINE OF I I I w A CONCRETE DRIVEWAY B C PLAN,TYP. D E F CONCRETE DRIVEWAY G H MIRROR I a ° I > LANDSCAPE I - - - - q o a - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - AREA=498 SF L uJ Co - ri w 94'-7" BUILDING#5 N �> 93'-1" BUILDING#6 \ k#peaCLL e&Joy o of ( ) 15-0 — ( ) z DISTANCE BTW BLDGS _ c. INGRESS o 33-4 29-5 31 -10 31 -10 29-5 31 -10 00 UNIT#13 (TYPE D) UNIT#14 (TYPE A) UNIT#15 (TYPE B)ADAPTABLE UNIT#16 (TYPE C2) UNIT#17 (TYPE A) UNIT#18 (TYPE E) �� PROJECT MANAGER: LUKE C. CHAU 6 I ° I I 8'-0" 10'-0" P.O.Box 4661 CERRITOS, CA 90703 I BUILDING #5 _ BUILDING #6 _ �� o�c�5o��`� 5° �� — I Phone: 562.897.1893 0 1 p - — 1 Email: Rig htTimeDevelopment v 1 °I 1 AIC AIC 1 AIC 1 1 AIC AIC i �� — — @gmail.com PROPOSED POS: 59 SF ® 59 SF POS: u I I I I I I I I 40 SF I I I I I 8'x20' I I I I I I I I 1 1 40 SF \\ 1 A Fu HYDRANT#1 p ° I - - - - - - - J - - - - - - - J - - - LOADING 9x20 - - - - - - - - - - - J o DESIGNER: 1 0 - - - - J o L - - - °I I FRONT YARD I I I I I I I I I I I I o AREA ACCESSIBLE = I I I I I I I I - - - - - - - J ❑ 40 I °I I I �h�AAAtCI L LANDSCAPE AREA: PARKING I I I I ❑ — i I I I I I I I I I I I I I I I I I I I I DEVELOPING I 1 1,384 SF I I I I I DESIGN = V V --- El El V V ❑ V V V V --_ El El V V i 6 ER I I FI a � �I ---� —� � CONSTRUCTION 2 I ° , M 7R� o - - - - - 2 NEWFIELD SHEET NUMBER: L DESIGN GROUP, INC. c 2A ° 20955 PATHFINDER RD. SUITE #100 E ° PRIVATE OPEN I H I I DIAMOND BAR, CA 91765 cu SPACE(POS): PHONE: (909) 275-8037 I � o o o[E II I newfielddesigngroup@gmail.com o I w ° �-0" I 780 SF oo 1 ° w ® ® NDSCA E ® ® ® 1co I STRUCTURAL ENGINEER: Of 3 ¢ - - - - °0 ® AEA=420 F _ - - CD - 3 CD J J ZZS STRUCTURAL CD ° o "'° I U LANDING - LANDING LANDING LANDING LANDING LANDING - Q ' o PRIVATE OPEN PRIVATE OPEN PRIVATE OPEN PRIVATE OPE PRIVATE OPEN o N 1 J N I J o PATIO o SPACE:195 SF SPACE: 191 SF SPACE:209 SF o SPACE: 195 SF o SPACE:208 SF o � PATIO I ENGINEERING LLC c� _ o 1 ° z 'i - BQ ARE - '01 26'-0' MIN 2376 CHALYBE TRAIL, a I °° o SI EWALK CURVED SIDEWALK WI HEDGES @ BO H SIDES CURVE SIDEWALK WI HEDGES @ B TH SIDES o SID WALK w w �' 37 SF `�' CONCRETE DRIVEWAY BIRMINGHAM, ALABAMA 35226 0 Z - o FIRE ACCESS uw 1 Q _ _ Cell: (205)212-0861 p ° o o PRIVATE OPEN PRIVATE OPEN PRIVATE OPEN o PRIVATE OPEN o NATE OPEN o o PATIO PACE: 195 SF SPACE: 191 SF SPACE:209 SF SPACE: 195 SF SPACE:208 SF PATIO I Email: zzsstructural.com FRONT YARD LANDING LANDING LANDING LANDING LANDING LANDING 1 4 — — _ 4 I f �A1dD5CAP€AREAS PRIVATE OPEN J - 0 - 5-0 - - ❑ - - J 1,326 SIF ® IDEWAL w c ° SPACE(POS): 1 I 780 SF ® o ® o o ® ® o ❑ DH DH Y O I LL; I I I w o (BACK-FLOW DEVICE, 1 o I I PIV, FDC PER — — UTILITY PLAN — — I 5A NI 5 I — — ui — _ _ui `1 0 — i � — — — — 5 z I ° p � � D _ Q I a ti ---A —J n CP Q I I ° ° I M n nL— ❑ n nL--- 1 ❑ ❑ I —— Jn n D � ❑ n nL--- 1 ❑ o I i C I I 1A I I I I I = I I I J AND ARRANGEMENTS ARE THEEINTELLECTUAL DIGNS, 1 I I I I ❑ I I I I ❑ ❑ I I I I 9 X20 I I I I 1 ❑ I I I I ❑ PROPERTY OF NEWFIELD DESIGN GROUP,INC. 8x20 ACCESSIBLE I -I — I- I ❑ OS: I = 1 I I _ _ I_ _ _I _ I_ _ _I_ I LOADING o THEY ARE FOR THE USE OF THIS SPECIFIC c� — PARKING I I I I I I I I � � ❑ I / / w PROJECT ONLY AND MAY NOT BE REPRODUCED, I 1 AREA 1 I I I I 1 0 / p COPIED OR LOANED IN PART OR WHOLE WITHOUT Q POS: POS: POS: '� THE EXPRESSED WRITTEN AUTHORIZATION OF ch� I I I I I 40 SF I I I I I I I I I I POS: U75 SF I I I I I 40 SF I I I I 1 1 �F� 2(, �UTF l CL NEWFIELD DESIGN GROUP,INC. AIC 1 AIC AIC I 59 SF I AIC 1 A/C I 6A 6 REVISIONS: BUILDING #3 5'-0° 9'-0° BUILDING #4 33 4 29 5 31 10 15 0 31 10 29 5 31 10 / ° I EGRESS Q UNIT#7 (TYPE Dm) UNIT#8 (TYPE A) UNIT#9 (TYPE Bm)ADAPTABLE DISTANCE BTW BLDGS UNIT#10 (TYPE Cl) UNIT#11 (TYPE A) UNIT#12 (TYPE Em) j I II° o 01 > 94'-7" (BUILDING#3) Lu 93'-1" (BUILDING#4) / p - - ui _ PROPOSE 0o qo� -I -I ° o - - - - - - N w - - - - - - - I- - - - - - - - - - - - - - - - - - - �, o HYDRANT '0194-7 (BUILDING#1) c�0 93-1 (BUILDING#2) 01 MIRROR I INGRESS o 33-4 29-5 31 -10 31 -10 29-5 31 -10 I 1p UNIT#1 (TYPE D) UNIT#2 (TYPE A) UNIT#3 (TYPE Cl) UNIT#4 (TYPE C2) UNIT#5 (TYPE A) UNIT#6 (TYPE Cl) p I 1 — 1 ° ° BUILDING #1 BUILDING #2 _ _ _ _ _ 7 (D-ji1 1 AIC AIC 1 � 1 AIC POS: POS:I I AIC AlC 1 AIC 1 1 POS: p 400SF 75 SF 59 SF I 1 1 400S 1 1 75 SF _ 50'x20' (1000 SF) PLAN CHECK NUMBER: L � — I — � — ' J L — — I — — I� L_I I I I I I I I I I I I q - - - - - - - I L- - - - - - - - J - - - - - - - J o LARGE OPEN DRC2023-00131, PROPOSED Im I I I I 1 I I I I I I I I o o I I I I I I I I I 1 I I I I o LAWN AREA 011 SUBTPM20738 HYDRANT#2 I — — — SECURITY ° I ° p II II ❑ ❑ � II II ❑ 'I II II II II 1 ❑ ❑ 11 II II ❑ I II II aCAMERALI - `EB --- - 8 PLOT DATE: 8/7/2024 3:54 PM a c FRONT YARD ti L NDSCA E TOTAL LANDSCAPE AREA: "' J - = AEA=391 F - - - = LANDSCAPE AREA ORIGINAL DRAWING PREP. b 1,430 SF o o o I o =2,429 F DATE: 4/4/2023 O I PLAN PREPARED BY: I EHV I PRIVATE OPEN � � � � DH H � � � I XISTIN SPACE POS : I I NDG /ANDY C. LIN ° IDE�IAL 780 SF ) = I I [E I 3I p U O C SECURITY SHEET TITLE: ® o ® 0 = ® 5'-0" IDEWAL 5 0 ❑ o ® o ® a CAME 31'-0" TV g OVERALL FIRST o Fr- LANDING LANDING LANDING LANDING LANDING - LANDING o `�' 31'-0"x16'-2" (501 SF)TOT LOT ' I z PATIO PRIVATE OPEN PRIVATE OPEN PRIVATE OPEN PRIVATE OPEN o PATIO PRIVATE OPEN z � I c Q Q o o SPACE: SF o SPACE:209 SF SPACE:209 SF o SPACE: SF o `� SPACE:209 SF o } FLOOR PLAN o Lu IN CURVED SIDEWALK WI EDGES @ BO H SIDES CURVED SIDEWALK WI EDGES @ BO H SIDES - I o L — ° — _ _ SIDEWAL _ _ _ _ _ _ _ _ PROPERTY LINE: 280.65' E BL CK W _ — _ _ _ SI EWALK _ _ D EXISTING LANDSCAPE AREA SL o o (E) 8"0 SL (E) LANDSCAPE AREA o ) 8110 SL o E) 8"0 o ) 8io DM 11 SS ° p D �DMH �SL )E) 8 - TREE REE TREE TREE °p ° ° p °° p p ° ° p ° ° ° o c n A c .� ° 1° ° o p 1 ° c p Ca CURB INLET ° ° ° p E NORTH OVRALL GROUND FLOOR PLAN A2 . 1 SCALE: PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X CD RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-10/ ' PROPERTY LINE: 280.62' _ 0207-201-11 F— I I - - — OWNER: PEACE & JOY I.I.C. :f A B C D E F G H CD - - - I— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co I 94'-7" (BUILDING#5) 15'-0" 93'-1" (BUILDING#6) \ PeaceC.Jey N I I I 33'-4" 29'-5" 31'-10" DISTANCE BTW BLDGS 31'-10" 29'-5" 31'-10" ol I I ol UNIT#13 (TYPE D) UNIT#14 (TYPE A) UNIT#15 (TYPE B)ADAPTABLE UNIT#16 (TYPE C2) UNIT#17 (TYPE A) UNIT#18 (TYPE E) PROJECT MANAGER: LUKE C. CHAU P.O.Box 4661 CERRITOS, CA 90703 i BUILDING #5 UILDING #6 \ I Phone: 562.897.1893 co Email: RightTimeDevelopment @gmaiLcom �� ® \ 1A a I I �6-60 Da�80 _ — \ \� DESIGNER: O� I \ I a I O O O O O7 7 7 Midi O 0 I DEVELOPING Q IN CD 10 CD DESIGN o CONSTRUCTION ti 2 I , M e — oo — — — 2 NEWFIELD ° ---------- TFF 2A DESIGN GROUP, INC. ; Nu 20955 PATHFINDER RD. SUITE #100 � ODIAMOND BAR, CA 65 0 ° ° PHONE: (9909) 275-8037 v O 0 0 0 newfielddesigngroup@gmaiLcom o Fe r-ILl C I ° STRUCTURAL ENGINEER: o - ZZS STRUCTURAL I I I J f I i NENGI ENGINEERING LLCo CID2376 CHALYBE TRAIL, u' BIRMINGHAM,ALABAMA 35226 0 Cell: (205)212-0861 w o Email:zzsstructural.com &jI f — -- - — — — — — — J I Q I O Olee O O O 0 ° J Lu o I JI O w o I �I I e Lu 5A N o 7F co Tq t I I I I I Q I I ° 00 00 ® ° 0 - Oa o 00 -- 0 I Lu THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL w O O O J 0 0 e I } PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC wa PROJECT ONLY AND MAY NOT BE REPRODUCED, _ COPIED OR LOANED IN PART OR WHOLE WITHOUT aTHE EXPRESSED WRITTEN AUTHORIZATION OF __ 6A NEWFIELD DESIGN GROUP,INC. LLI 6 REVISIONS: w I BUILDING #j BUILDING # I I I 33'-4" 29'-5" 31'-10" 15'-0" 31'-10" 29'-5" 31'-10" I I UNIT#7 (TYPE Dm) UNIT#8 (TYPE A) UNIT#9 (TYPE Bm)ADAPTABLE DIS JCE BTW BLDGS UNIT#10 (TYPE Cl) UNIT#11 (TYPE A) UNIT#12 (TYPE Em) I I > 94'-7" (BUILDING#3) 93'-1" (BUILDING #4) qo - - - CID ui CV I l � 94'-7" (BUILDING#1) 93'-1" (BUILDING#2) o 33'-4" ol 29'-5" 31'-10" 31'-10" 29'-5" ol 31'-10" x. I I UNIT#1 (TYPE D) UNIT#2 (TYPE A) UNIT#3 (TYPE C1) UNIT#4 (TYPE C2) UNIT#5 (TYPE A) UNIT#6 (TYPE Cl) I - - - - UILDING #1BUILDING #2 - � fi I I PLAN CHECK NUMBER: H o DRC2023-00131, �691 0 0 0 M 0 SUBTPM20738 II I �O O� O� �O O-0 O� ° O w I I 0 C 0 ° O 4) G 0 ° 0 ° — ° ° ° — o I kffl ffiffi PLOT DATE: 8/7/2024 3:54 PM ORIGINAL DRAWING PREP. DATE: 4/4/2023 I I ° O PLAN PREPARED BY: O O NDG /ANDY C. LIN rl I ( 0 0 SHEET TITLE: Lj - - - - — - - - - - - OVERALL SECOND I FLOOR PLAN I I L _ _ _ _ PROPERT LINE: 280.65' E BL CK WA SHEET NUMBER: A B C D E H G H OVERALL SECOND FLOOR PLAN A2 . 2 SCALE: 1"=10'-0" NORTH PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X CD RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-10/ ' PROPERTY LINE: 280.62' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 0207-201-11 F- I I - - - OWNER: PEACE & JOY I.I.C. :f A B C D E F G H - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co I 94'-7" (BUILDING#5) 15'-0" 93'-1" (BUILDING#6) O PeaceC.Jey N I I I 33'-4" 29'-5" 31'-10" DISTANCE BTW BLDGS 31'-10" 29'-5" 31'-10" --------------- I I UNIT#13 (TYPE D) UNIT#14 (TYPE A) UNIT#15 (TYPE B)ADAPTABLE UNIT#16 (TYPE C2) UNIT#17 (TYPE A) UNIT#18 (TYPE E) PROJECT MANAGER: LUKE C. CHAU 6 P.O.Box 4661 CERRITOS, CA 90703 I�� - ------------- - I Phone: 562.897.1893 ILDIN G DIN CD - - - - - - - 1 Email: RightTimeDevelopment - - - - - - - 1A @gmail.com � \ O Oa. O I _ DESIGNER: I I \ \ I t I I I ° I I i o ® o 0 I ■ DEVELOPING Q - CDCD 0 O i 1 ° I I DESIGN GPI I - M - oLT Q _ 2 NEWFIELD lop -- - - DESIGN GROUP, INC.o ( Ll -° 20955 PATHFINDER RD. SUITE #100 r ° „ ° DIAMOND BAR, CA 91765 0 0 1 0 0 PHONE: (909) 275-8037 v 0 0 newfielddesigngroup@gmail.com 0 I I STRUCTURAL ENGINEER: , 3 i - - - - - - - - - ZZS STRUCTURAL o CD i ENGINEERING LLCSN I m 2376 CHALYBE TRAIL, ui BIRMINGHAM,ALABAMA 35226 0 Cell: (205)212-0861 w o 11° I Email:zzsstructural.com 4 I + IN - - - - - I Q etne - 0 0 JI C � 0 I �u FF- I L [3 5A Lu N 5 I - - - - _ - - - - - - - - 5 rn M M 42"HT LOW WALL 0 0 ® 0 0 ° I GUARDRAIL I6i THIS J AND ARRANIGEMENTS ARE THE Il TELLLECTS,IDEAS,DLIGNS, 1 I I PROPERTY OF NEWFIELD DESIGN GROUP,INC. I B / THEY ARE FOR THE USE OF THIS SPECIFIC aPROJECT ONLY AND MAY NOT BE REPRODUCED, _ COPIED OR LOANED IN PART OR WHOLE WITHOUT < I �/ THE EXPRESSED WRITTEN AUTHORIZATION OF Q I I FNC5 > 6A NEWFIELD DESIGN GROUP,INC. Q 6 I - I II- - 0 _ _ 6 REVISIONS: z I I I BUILDIN BUILDIN I I I 33'-4" 29'-5" 01 31'-10" 15'-0" 31'-10" 29'-5" 31'-10" I I10UNIT#7 (TYPE Dm) UNIT#8 (TYPE A) UNIT#9 (TYPE Bm)ADAPTABLE DIS JCE BTW BLDGS UNIT#10 (TYPE C1) UNIT#11 (TYPE A) UNIT#12 (TYPE Em) 0 I I > 94'-7" (BUILDING#3) 93'-1" (BUILDING #4) qo - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- CV I lui94'-7" (BUILDING#1) 93'-1" (BUILDING#2) lo o 33'-4" 29'-5" 31'-10" 01 31'-10" 29'-5" 31'-10" I I UNIT#1 (TYPE D) UNIT#2 (TYPE A) UNIT#3 (TYPE C1) UNIT#4 (TYPE C2) UNIT#5 (TYPE A) UNIT#6 (TYPE C1) => - - - - UILDING #1 - ILDIN 2 - 04 fi PLAN CHECK NUMBER: O O O OD DRC2023-00131, I I I oe I I I � SUBTPM20738 I CD lip PLOT DATE: 8/7/2024 3:54 PM I 'ti ° ORIGINAL DRAWING PREP. o ° DATE: 4/4/2023 0 t PLAN PREPARED BY: Oo 0 0 00 0 I O O O NDG /ANDY C. LIN I I SHEET TITLE: I - - - - -- Or � OVERALL THIRD I FLOOR PLAN I I _ _ _ _ _ _ _ _ _ _ _ _ _ PROPERT LINE: 280.65' E BL CK WA _ _ _ _ _ � O SHEET NUMBER: OVERALL THIRD FLOOR PLAN NORTH A2 . 3 SCALE: 1"=10'-0" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X CD RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-10/ ' PROPERTY LINE: 280.62' I 0207-201-11 jOWNER: PEACE & JOY I.I.C. A B C D E F G H I a - - - I— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co I 94'-7" (BUILDING#5) 15'-0" 93'-1" (BUILDING#6) \ PeaceC.Jey N I I I 33'-4" 29'-5" 31'-10" DISTANCE BTW BLDGS 31'-10" 29'-5" 31'-10" izz I I UNIT#13 (TYPE D) UNIT#14 (TYPE A) UNIT#15 (TYPE B)ADAPTABLE UNIT#16 (TYPE C2) UNIT#17 (TYPE A) UNIT#18 (TYPE E) PROJECT MANAGER: LUKE C. CHAU P.O.Box 4661 CERRITOS, CA 90703 I I I I Phone: 562.897.1893 DESIGNER: I I I \ I I ! h�AAAtCI I i ® I ■ DEVELOPING I DESIGN I _ I I ti a CONSTRUCTION 2 NEWFIELD 2A DESIGN GROUP, INC. �; 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 PHONE: (909) 275-8037 newfielddesigngroup@gmail.com I I U I � STRUCTURAL ENGINEER: �, 3 i o i ENGINEERING LLCSN I co2376 CHALYBE TRAIL, ui BIRMINGHAM,ALABAMA 35226 0 Cell: (205)212-0861 w oFT - I Email:zzsstructural.com 4 i f — — — — — J I J i J I w o 5A � w — — — — N zl 5 i — — — — — — — — — — _ 5 CP I c' Q I ® I w THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, I I I I I J AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. � I / THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, COPIED OR LOANED IN PART OR WHOLE WITHOUT Q I �/ � THE EXPRESSED WRITTEN AUTHORIZATION OF ,(� / 6A NEWFIELD DESIGN GROUP,INC. 6 REVISIONS: I I I I I I01 33'-4" 29'-5" 31'-10" 15'-0" 31'-10" 01 29'-5" 31'-10" I I10UNIT#7 (TYPE Dm) UNIT#8 (TYPE A) UNIT#9 (TYPE Bm)ADAPTABLE DIS CE BTW BLDGS UNIT#10 (TYPE Cl) UNIT#11 (TYPE A) UNIT#12 (TYPE Em) I I I > 94'-7" (BUILDING#3) 93'-1" (BUILDING #4) o0 -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -- CV I lui94'-7" (BUILDING#1) 93'-1" (BUILDING#2) lo o 33'-4" 01 29'-5" 31'-10" 31'-10" 29'-5" 31'-10" I I UNIT#1 (TYPE D) UNIT#2 (TYPE A) UNIT#3 (TYPE C1) UNIT#4 (TYPE C2) UNIT#5 (TYPE A) UNIT#6 (TYPE Cl) I I I a fi I I I I I i i I PLAN CHECK NUMBER: I I I DRC2023-00131, SUBTPM20738 w i OI � PLOT DATE: 8/7/2024 3:54 PM o I w I ti -21 ORIGINAL DRAWING PREP. � I DATE: 4/4/2023 I IINA I I PLAN PREPARED BY: I NDG /ANDY C. LIN I I SHEET TITLE: I I IOVERALL ROOF PLAN I I L — — — _ PROPERT LINE: 280.65' E BL CK WA SHEET NUMBER: A B C D E H G H OVERALL ROOF PLAN A2 .4 NORTH 1 6 1 SCALE: 1"=10'-O" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 1 PROJECT NAME: _ A � B 431, 4.2 C D O 94,_7„ AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 33'-4" 29'-5" 01 31'-10" RANCHO CUCAMONGA, CA ro APN: 0207-201-24/0207-201-10/ 3'-0" 5'-8" 21'-0" 101 3'-8" 3'-8" 10, 21'-0" 0 4'-9" 01 3'-8" 21'-0" 01 7'-2" 01.01 0207-201-11 EQ. EQ. EQ. EQ. OWNER: 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM PEACE & J OY L LC. BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN : 0- 0 7 — 7 ti 16'x TROLL-UP GARAGE DOOR WI OPENER 16'x TROLL-UP GARAGE DOOR M OPENER 16'x TROLL-UP GARAGE DOOR M OPENER o Peace&Joy 1 jN 1 1 - WH we A/c � � A/c a 1 1LL PROJECT MANAGER: LUKE C. CHAU 1 P.O.Box 4661 CERRITOS, CA 90703 SLOPE I 11%I I I I I 11% I I o Phone: 562.897.1893 0 4 4 I I 3 9 I Email: RlghtTimeDevelopment 9 I I I I I I I I SLOP I I I 1 1 I SLOPE I I @gmail.com N� STEPS PER „ „ , „ = c _ - - - _ 3-8 x5-11 x8-0 3-8 x5-11 x$-0 � - - _ - - _ _ 3 8 x5 11 xENINU -0 � L - - _ _ _ _ _ _ _ _ - "' 174 tF STORAGE 174 CIF STORAGE "' GRAD VG PLAN 174 CIF STOR GE "' \ \ J 5'�" I I I 1 (22 SF) (22 SF) I I (22 SF) I I STEPS PER DESIGNER: U GRADING PLAN ' CD 2-CAR GARA E 2- AR GARA E 4'3' % 2- AR GARAG ofr�ARatQ c I I 20'x2O' I I I 20'x2O' I \ I 20'x2O' I �, L ■ DEVELOPING g I I I I D I I I I OVE D p I I I I 0 ED PO H M DESIGN 6-2" 20'-0" T-8" D T-8" 20'-0" 3 8 20'-0" SF CONSTRUCTION ° T _ _ STORAGE I I GARAGE AREA I I L RY I I GARAGE AREA I I 7 3 F RYI I I GARAGE AREA I I 1. 'MAX. 7 30 BI FOLD - 3 SF 23 F - \ 23 F - ° NEWFIELD Q, C? 177I I 445 SQ. FT. I I W W I I 445 SQ.FT. I I 1.5'MAX. W I I 445 SQ.FT. I I DESIGN GROUP, INC. N 36"ENTRY 20955 PATHFINDER RD. SUITE #100 ° 3'0' 2 V V ------ -- -- —————— V V -- ------ V V DOOR E r 36"ENTRY 2 DIAMOND BAR, CA 91765 [2]_r? LANDING DOOR © PHONE: (909) 275-8037 v - 36"x42" co newfielddesigngroup@gmail.com SLD CD AxSTEPS PER 6 5 2 C, 5 2 6 I STEPS PER 6' 2 ``' 6 STEPS PER FOYERd co M o z N z 36 ENTRY D00 WI Of Lu �O STRUCTURAL ENGINEER: GRAD NG PLAN IGRADI G PLAN GRADING PLAN w w fn )-18"SID ITE FOYERLO o IP �, c o -- 6o°xso" ) ZZS STRUCTURAL Q 7 IF FOYER IN. 2"GARAGE 7 6 5 4 3 2 1 32"GARAGE 24" � R 71 6 5 4 3 2 1 2"GARAG OPENING N \ i CLEA DOOR M M P DOOR o LEAR LO� zJ OLD`" M I� UP DOOR ® � zJ 3Q BI F M 1 ENGINEERING LLC LO M o �jD UP 5'6 3 3. 3,3, 5'6, SD CM WD R 3'-3" 5'g° O p R -a MDO 54"x80" SD CM TR AD @ 11" LANDIN LANDING 6 THE DS 1 LANDING 6 RE DS 1 SD CM o N — @ _— — — 2376 CHALYBE TRAIL, �� OPENING — LIVER B MI. LOUVVER BOR Tv 42 x80r LOUVER B M BIRMINGHAM, ALABAMA 35226 0 OPENING q ST w N 1IT FL AREA o FRIDGE _ _ �� 1sT FL AREA — F-R� M 1 FL AREA 2 Cell: (205)212-0861 ti =546 SQ.FT. F_ =480 SQ.FT. =539 SQ.FT. %.2 Email: zzsstructural.com o 0 OSH'x48" 11" 6'1 " 8'-5" 2'11" 4'3" 6' 1 \ 5'-11" - 8'-5" 2'-11" 6'8" - 5'-2" 8'-3" / \15'11" - DROPPED I�BOVEED FILING DROPPED - CEILING r, 4 4 4 r, CEILIN _ 2 LIV NG °° ABOVE I _ c� 5 0 �-6� ABOVE q c° 2'6' 5'0" 5 4 '-6" V21 R . LIVIN M. CD ININ \O I_ DININ \ INING�] 00 G�l KITCHEN �, y KITCHEN o RM' KITCHEN CD I IIE :1 IE :1 1D 60"40"SLID — J L — 10 60"x60"SLD L — 10 60" 60"SLD 0 60"PATIO F- -1 F- 60"PATIO -1 F- 60"PATIO o n N SLD DOOR o o SLD DOOR o SLD DOOR— N THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL \ 9 — — — ----- 7.5"MAX. 8"x48"SLID T48"x48"SLD ----- 7.5"MAX. — — 048"x 8"SLID --- i7.5"M X. PROPERTY OF NEWFIELD DESIGN GROUP,INC. 9 CD THEY ARE FOR THE USE OF THIS SPECIFIC 7'0" o z 7 T.0" C? Q o a PROJECT ONLY AND MAY NOT BE REPRODUCED, T.0" Q J J 7 COPIED OR LOANED IN PART OR WHOLE WITHOUT Q STEPS PE J STEPS PER STEPS PER THE EXPRESSED WRITTEN AUTHORIZATION OF „ „GRADING P AN x „ „ GRADING PLA „ „ GRADING PLAN „ „ NEWFIELD DESIGN GROUP,INC. Q 4 6 7 1 1/2 7 5 0 5 0 6-5 4-8 5-0 7-1 1/2 4-8 ,_ ,1 ,_ „ ,_ „ ,_ ,I , „ ,_ ,I , „ REVISIONS: z 1 6 9 2 22 8 20 3 9-2 22 8 9-2 \ 01 01 33'-4" 29'-5" 01 31'-10" A UNIT #1 (TYPE D) B UNIT #2 (TYPE A) 1 CC UNIT #3 (TYPE C1 ) D NORTH FIRST FLOOR AREA: 546 SF. FIRST FLOOR AREA: 480 SF. 4.21 FIRST FLOOR AREA: 539 SF. PORCH/PATIO: 27 SF PORCH 1 PATIO: 32 SF. PORCH 1 PATIO: 28 SF GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. B I IIIL DING #1 LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE: 45 SF. LAUNDRY/STORAGE 45 SF. D U 01 FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #1 BUILDING #1 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR -- -- -- SUBTPM20738 FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: &STUCCO EXTERIOR SEE 3/A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL - WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACEui UNIT#1 -TYPE D: UNIT#1 -TYPE D: I 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF ° PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF >250 SF - DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF BUILDING#1 PLAN PREPARED BY: UNIT#2 -TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#2 -TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SHEET TITLE:MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n \ \ \ \ \ \ THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #1 ELEVATION. UNIT#3 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR PLAN GROUND FLOOR AREA: 584 SF (539 SF +45 SF) SECOND FLOOR AREA: 918 SF UNIT#3 -TYPE Cl: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#1 LIVING FLOOR AREA: 6,206 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,134 SF+ 1,995 SF +2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUIILDING#1 GARAGE AREA: 1,200 SF TOTAL BUILDING#1 PRIVATE OPEN SPACE: 1,903 SF A4 . 11 (=957 SF+456 SF+490 SF) w U-) PA�CR SIZ-: ARCH ULL DL-CD D (36.00 X )4.00 IUCIICS) A B 2 4 2 C D PROJECT NAME: 94'-7,1 4.3 AVIGNON RESERVE 9 8626, 8642, &8644 ARROW ROUTE, X 33'-4" 29'-5" 01 31'-10" 01 RANCHO CUCAMONGA, CA ro APN: 0207-201-24/0207-201-10/ 3'-0" 5'-8" 16-10" 5'-2" 10, 3'-8" 3'-8" 21'-0" 4'-9" T-8" 15-10" 5-2" 7'-2" 01.01 0207-201-11 1 -6 2-10 5-211 2-10 1 -6 2-0 4-0 7-0 4-0 2-0 2-0 5-2 1 -6 5-2 2-0 11 loeOPENING OPENING PER ELEV. OPENING OPENING OPENING PER ELEV. OPENING OPENING OPENING OWNER: PER ELEV. PER ELEV, PER ELEV. PER ELEV. PER ELEV. PER ELEV. PEACE & J OY I.I.C. 0- 7 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WA L 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WALL 7 00 N co C RED - Peace&Joy N LC Y SLOPE 4/12 0 0 0 E AL N SLOPE LLC. SF gp 9 SF 4/12 o"PATI L R - PROJECT MANAGER: LUKE C. CHAU 0, 74 P.O.Box 4661 CERRITOS, CA 90703 60"PATIO SLID DOOR Phone: 562.897.1893 C) co Ts' P_ WH - LOPEEmail: Ri htTimeDevelo mentL 4/12 g p NWIC /12 `r _ WIC o E Eo. EQ. _ @gmall.com 30"BI-F BED RM.#2 o.�, � � 0 ;�, "BI-FOLD BED RM.#2 "BI-FOLD zo a. 2'-7" D00 lvotloli'SL.D 9�30" 0'` m OOR 09 3 "x "SLD.T 30 x OR — M � EQ. EQ. DESIGNER: o ®SL TG J J 1 N. - _ 36'x30" U ' no ®36"x3 "SLD.TG o � AA At.__.Q BED RM.#2 N N Q DEVELOPING 0 9'9" 15'-11" 3' 3'8" 15'-7" 4'-10' A #2 z w O zOf DESIGN Q o 32"DOOR BA #2 w BA #2 c N U - 16'-8" 3'4" 7'2" J _ CONSTRUCTION � 0 � NEWFIELD 0 ® ® 1'6" 3'0" 2' 3'-6" ® ® o o DESIGN GROUP, INC. O O O O 20955 PATHFINDER RD. SUITE #100 ° — — DIAMOND BAR, CA 91765 �M 3'3" 6' 3'3" 3'-3" 6'-5" 3'3" 3'3" 6'5" 3'3" PHONE: (909) 275-8037 �j M u u M Sp DN 7 T EA ES @ 11" LAN ING LANDING TREADS @ 1 DN Sp HE offlvg LANDIN TR AD @ 1 DN 32"DOOR M D �� aft � a, newfielddesigngroup@gmail.com o <~ � uu UU UU�u uuuu uu uu uu � 32"DOOR M M 32' DOOR 6-110 2 11 - co )GE 00 9 10 11 12 13 14 15 16 STRUCTURAL ENGINEER: E�Q M. WIC#1 16 15 14 13 12 11 10 9 - - 8 9 10 11 12 13 14 15 16 — - M. W1C#1 � LO $ - IVY 8 ZZS STRUCTURAL 1 2 3 4 5 7 7 5 4 3 2 1 7 5 4 3 2 1 5'6" 5'0" z oN cM 0"x3 G o UP "' `Y' UP 32"DOOR �' M UP 32"DOOR `° o "x30" 1 ENGINEERING LLC ,�, 0" 6'9" 6' ' 32"DO R M M O � 30 ju, - SD 3 3 Sp M N 2 3 D °' M R SLD TG. M 4.31 - SLOPE 2376 CHALYBE TRAIL, /12 24"DOOR 32"DOOR — — "DOOR — — — 32"DO 24"DOOR BIRMINGHAM, ALABAMA 35226 0l 2!! �1'-111, 3'-6" 1'6"_ Cell: (205)212-08612D FL AREA 2 = ui 32"DOOR 902 SQ. FT. 32"DOOR 32"DOOR 4 2 Email: zzsstructural.com ND ND c� 6°x3o° ° I 2 FL AREA 2 FL AREA ° 36°x3o° = LID TG. = 865 SQ. FT. M. A#1 =918 SQ. FT. sLD GD - CV li N °° 2 °° ° °° N `� V21 M. BA#1 M. BA 1M. BED RM.#1 clio M BE R .#1 . BED M.#1 xx oo ® � L 0Fol I z � ® zI44 Q - ®36"00"SLD = 8"x42"SLID x 2' D ®36"00"SLD = ®36" 30"SLD - Q o TG. - SS TG. C� TG. o THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, N g — — — 0 N n 60"x42_" D 1 � ��g — — — g AND ARRANGEMENTS ARE THE INTELLECTUAL 1 4 60"x4 "SLID PROPERTY OF NEWFIELD DESIGN GROUP,INC. ` EGR S EGRI SS THEY ARE FOR THE USE OF THIS SPECIFIC o " M M T 0" SLOPE PROJECT ONLY AND MAY NOT BE REPRODUCED, Q R WHOLE WITHOUT / 4/12 THE COPIED EXPRESSED WRINT N AUPART OTHORIZZATION OF Q 4'-6" E 4'-6" 4'-6" 4'-V" 4'-6" 11101 E 4'-8" NEWFIELD DESIGN GROUP,INC. Ilk 11 Q REVISIONS: 1 6 9 2 14-3 8-5 7 5 12 10 9-2 8 5 14-3 91-211 zIll 33'-4" 29'-5" 31'-10" L� A UNIT #1 (TYPE D) B UNIT #2 (TYPE A) 1 C UNIT #3 (TYPE Cl ) NORTH D SECOND FLOOR AREA: 902 SF. SECOND FLOOR AREA: 865 SF. �4.2� SECOND FLOOR AREA: 918 SF. BALCONY: 59 SF. BALCONY: 80 SF. BALCONY: 59 SF. BUILDING #1 Ysc SECOND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #1 BUILDING #1 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 31A10.1 Lj ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL UNIT#1 -TYPE D: UNIT#1 -TYPE D: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACELu 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF ° PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF >250 SF DETAIL 11A10.1 ORIGINAL DRAWING PREP. J [4-1 ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o d > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF UILDING#1UL" PLAN PREPARED BY: UNIT#2 -TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. [_61 STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#2 -TYPE A: NDG /ANDY C. LIN SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION MANOLA PL.HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF [-7 LANDINGAREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n 7] n SHEET TITLE: THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF BUILDING 150 SF BUILDING #1 ELEVATION. UNIT#3 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF SECOND FLOOR PLAN GROUND FLOOR AREA: 584 SF (539 SF +45 SF) SECOND FLOOR AREA: 918 SF UNIT#3 -TYPE Cl: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#1 LIVING FLOOR AREA: 6,206 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,134 SF+ 1,995 SF +2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUIILDING#1 GARAGE AREA: 1,200 SF TOTAL BUILDING#1 PRIVATE OPEN SPACE: 1,903 SF A4 . 12 (=957 SF+456 SF+490 SF) o= w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 2 1 PROJECT NAME: A B 94, 7„ ° 0 AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X '0133'-4" 29'-5" 31'-10" RANCHO CUCAMONGA, CA Q APN: 0207-201-24/0207-201-101 5'-0" 3'-8" 15'-10" 5'-2" 3'-8" 3'-8" 3'-5" 14'-2" 8'-2" 3'-8" 15'-10" 5'-2" 3'-9" 0, 3'-5" 0207-201-11 a 2'-0" 5'-2" V-6" 5'-2" 1 2'-0" 01 3'-4" 7'-6" 1 3'-4" 1 3'-5" 4'-9" 0 1'-6" 2'-10" '-0" 5'-2" '-0" 2'-10" 1'-6" OPENING OPENING 10OPENING PER ELEV. OPENING OPENING OPENING OWNER: PER ELEV. PER ELEV. PER ELEV. PER ELEV. PER ELEV. PEACE 8c JOY LLC. a a T-6"HT LOW WALL T-6"HT LOW WALL _ 316"HT LOW WA L T-6"HT LOW WALL 316"HT LOW WA L 7 _ 7 ti� ,"LOPE / �Q V - Peace&Joy N o E o LLC. N A o 0 95 60 Till o D o° 5 0 o PROJECT MANAGER: LUKE C. CHAU P.O.Box 4661 CERRITOS, CA 90703 3 - 0 E SLOPE 512( Phone: 562.897.1893 0 C YC) Q Email: Ri 9 htTimeDevelo ment 4 F �' g P N @gmail.com =� LOFT / GAM ROOM PATIO SLID DOOR O E _ ;n-e 3 6" LOFT / GYM DESIGNER: L 3 „� 0. 3 „�3 „ M 16-7" M „(3)" 3 „ 30, - C:) C? M �, TMW aRGI.% U N M ° N N �■ Q o DEVELOPING � BE R #3 "' DESIGN M 32"DOOR ® O PE 1 CONSTRUCTION 2,_ 5,-4 • ' _ 3RDFLAREA `" `� 3' ° BA 3 �Q NEWFIELD Q = 641 SQ. FT. 42"HT LOW AL 42"HT LOW WALL 2'-0" E DESIGN GROUP, INC. �; GUARDRAIL O O o GUARDRAIL x3 0 �� 20955 PATHFINDER RD. SUITE #100 32"DOOR 2 DIAMOND BAR, CA 91765 z It 5'6" T-3" T-3" 5'6" 3RD FL AREA 6'-9" PHONE: (909) 275-8037 6 TREADS 11" LANDING - SD LANDINO E TR ADI @ 11" = newfielddesigngroup@gmail.com l DN M DN 60"CL SE DN = 575 SQ. FT. N M C' �' 32"DOOR SLD D 0 ° M 32"DOOR co SL TG 15 14 13 12 11 10 9 9 10 11 12 13 14 15 MIN MIN ® 9 10 11 �12 �13 �14 15 ° STRUCTURAL ENGINEER: $ _ _BA 4 _ 8 = LO = _ _ _ BA #4 0 8 �] Q 7 2 32"DOOR 2 4 5 6 7 7 6 5 4 3 2 1 15"15" 7 6 5 4 3 2 1 ZLJS STRUCTURAL N SD M 48"CLOSE SLID D 0 MIN. MIN. ® 32 DOOR O M M 1 ENGINEERING LLC N c? _ M M ® T-3" 5'6" 3'-3" 8'3" o M 1'-5" SD 3 �"' 4.3 ) 2376 CHALYBE TRAIL, St P. 5fa o DOOR LANDI G 6 T EA S@ 11" BA IN. MI a 48"CLOSET ® BIRMINGHAM, ALABAMA 35226 0 ® MIN.�MIN. RD 0 O O GUARDRAILWALL 3 FL AREA SLID DOOR o ® 2 Cell: (205)212-0861 W 3'6" =605 SQ. FT. 8'-2" o = Email:zzsstructural.com c� I RIDGE " BA #3 O 6, ® ° 48"CLOSET "' BA #3 4 2 J 48" LOSET M 32"DOOR o SLID DOOR 6-911 T� N SL DOOR O E FFI E m - 2 I 3 „ 3 32"DOOR BED RM. #3 BED RM. #3 32"DOOR 9 3 'x , _ (0 ILI r = z w TG _ x D = cv — I C? - 4 cv w �-�,'� N Lu =Lu Y 2"DOOR "' M 32"D R 32"D00 c� M o w _ F0 F SF z owx u, " 6 _ tY 3 L 6' T W AL 3_ TA0 = z o N Q7 48"06"SI- 7 48"06"SLID 2 07 48"x36"SLID Q7 48"x36"SLID S 5 2 N Q N Q C? W _ W O N THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, 9 _ _ _ _ _ _ _ _ _ _ 9 AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF Q '-0" 7'-2" 2'-11 112" 4'-6" 4'-6" 4'-6" 7'-5" " 6'-8" '-0' 4'-6" 4'-6" 2'-11 1/2" 7'-2" '-0' NEWFIELD DESIGN GROUP,INC. Q10 OPENING-FER ELEV. .1 - OPENING PER ELEV. OPENING PER ELEV. 3 6 8-8 6 1 15 1 21 3 8 2 15 1 6-1 8 8 21-011 REVISIONS: z LLJI 33'-4" 29'-5" 31'-10" A UNIT #1 (TYPE D) B UNIT #2 (TYPE A) OC UNIT #3 (TYPE Cl ) NORTH D THIRD FLOOR AREA: 641 SF. THIRD FLOOR AREA: 605 SF. 4,21 THIRD FLOOR AREA: 575 SF. BALCONY: 91 SF. BALCONY: 77 SF. BALCONY: 91 SF. BUILDING #1 )s THIRD FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #1 BUILDING #1 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 31A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL o UNIT#1 -TYPE D: UNIT#1 -TYPED: I WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o PLOT DATE: 8/7/2024 3:54 PM o 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF ZD i ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF > 250 SF 0 - DETAIL 11A10.1 ORIGINAL DRAWING PREP. J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a / > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF BUILDING#1LL" PLAN PREPARED BY: UNIT#2 -TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#2 -TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 318", DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: [_7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF F—] n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF BUILDING 150 SF BUILDING #1 ELEVATION. UNIT#3 -TYPE C1: TOTAL PRIVATE OPEN SPACE: 456 SF THIRD FLOOR PLAN GROUND FLOOR AREA: 584 SF (539 SF +45 SF) SECOND FLOOR AREA: 918 SF UNIT#3 -TYPE Cl: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SF TOTAL BUILDING#1 LIVING FLOOR AREA: 6,206 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,134 SF + 1,995 SF + 2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUIILDING#1 GARAGE AREA: 1,200 SF TOTAL BUILDING#1 PRIVATE OPEN SPACE: 1,903 SF A4 . 13 (=957 SF +456 SF+490 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 2 1 PROJECT NAME: A TB 4.3 4.2 ° AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 0207-201-11 OWNER: PEACE & JOY I.I.C. 00 10 rn —U7 M ePeacc &Jo N o P 5/ LC. y N 1 OLur '�io ,ZQ PROJECT MANAGER: LUKE C. CHAU �, — — P.O.Box 4661 CERRITOS, CA 90703 3 o Phone: 562.897.1893 Email: RightTimeDevelopment 4 @gmail.com �� a — DESIGNER: U O m N P��Q. �■ Q J DEVELOPING � Lu G9l DESIGN w lccL G o J cD Lu Q ONSTRUCTION 9`�F` JP�� NEWFIELD Q JP DESIGN GROUP, INC. �; 20955 PATHFINDER RD. SUITE #100 ° DIAMOND BAR, CA 91765 PHONE: (909) 275-8037 L P P newfielddesigngroup@gmail.com �P� Q STRUCTURAL ENGINEER: - - - - - -� ZZS STRUCTURAL 0 RIDGE 1 ENGINEERING LLC 4.3 .o 2376 CHALYBE TRAIL, a� RIDGE BIRMINGHAM, ALABAMA 35226 0 �P��, Q 2 Cell: (205)212-0861 w L 1 P / � 4 2 Email:zzsstructural.com I RIDGE RIDGE 2 V21 �Q 0 0 0 I NI Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, ANDAR UAL PROPERT Y OF NEWF ELD DES GN GROUPT NC. LLJ THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q R WHOLE WITHOUT THE COPIED EXPRESSED WRITTEN AUROTHORIZZATION OF NEWFIELD DESIGN GROUP,INC. Q Q 33'-4" 29'-5" 31'-10" REVISIONS: z w UNIT #1 (TYPE D) UNIT #2 (TYPE A) UNIT #3 (TYPE C1 ) L_ A B C ° NORTH 4.21 BUILDING #1 ROOF PLAN PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, a -- -- -- --\ SUBTPM20738 p \ m LLB Q I 0 o � PLOT DATE: 8/7/2024 3:54 PM p p ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 BUILDING#1 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: nn � n BUILDING #1 ROOF PLAN SHEET NUMBER: A4 . 14 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE c� 8626, 8642, &8644 ARROW ROUTE, C\l x 0 RANCHO CUCAMONGA, CA c� (o APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 - - - - - - - - - - - 0207-201-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4:3 12 PEACE & JOY I.I.C. < bI .12 1 i2 I b 5 T.O.PL. +27.00 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �? ce) --.,,HEAD - - - - - - - - - I oy It Peace LLC. cq PROJECT MANAGER: LUKE C. CHAU co C? P.O.Box 4661 CERRITOS, CA 90703 bo C? co zo mail: RightTimeDevelopment 12 It 9 b I @gmail.com NIX < 12 LOF FF. +19.00_ - - - - - - - - - - - - - - - - - - - - C? - ------ DESIGNER: - - - - - - - - - - - - - - - - - - - - - - - - —AV — — — — — — — — — — — — — — — — — — — --.Nl — HEAD - - - - - - - - - - 04DEVELOPING g co opp— id DESIGN C? CONSTRUCTION 0 ao 0? NEWFIELD 12 DESIGN GROUP, INC. 41 20955 PATHFINDER RD. SUITE #100 0 E DIAMOND BAR, CA 91765 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — PHONE: (909) 275-8037 9 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — newfieldidesignigroup@gmail.com 0 ---— — — — — — — — — — — — — — — — — — — — — HEAD - - - - STRUCTURAL ENGINEER: -j -j o STRUCTURAL 04 04 Lu ENGINEERING LLC C? C? <0:� 2376 CHALYBE TRAIL, 0- Ll I ui BIRMINGHAM, ALABAMA 35226 0: Cell: (205)212-0861 Lu 1ST F.F. ±0.00 Email:zzsstructural.com -1,11- Nil I - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - F- - - - - - - - - - - - - - L-- - - - - - - - - - - - - PROPOSED GRADE PER GRADING PLAN A B c D CD ) BUILDING #1 : EAST ELEVATION 00 C I D SCALE: 114"=1r-0rp THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT — — — — — — — — — — — — — — — — — — — — — — — — — — 12 THE EXPRESSED WRITTEN AUTHORIZATION OF 15 NEWFIELD DESIGN GROUP,INC. T.O.PL. +27.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - HEAD EL C? C? LOF FF. +19.00 - - - - - - - - - - - - - - - - PLAN CHECK NUMBER: - - - - - - - - - - - - - - - - - - - - - - - --— - - - - - - - - - - - - - - - - - - - INDEX MAP DRC2023-001131, HEAD co SUBTPM20738 -1 LLB < 9 bo Lu C? I--o zo =D PLOT DATE: 8/7/2024 3:54 PM L-i 12 12 0 L-i 41 14 C-) ORIGINAL DRAWING PREP. L-i 0 DATE: 4/4/2023 T.O.PL. 14 Q 2 ZN - BUIL IN 1 ----— - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - PLAN PREPARED BY: HEAD NDG /ANDY C. LIN - - - - - - - - - - - - - - - - - - - - - - - - - MANOLA PL.o SHEET TITLE: F7 F7 F-1 BUILDING #1 C? ---------- NORTH ELEVATIONS (1 ) 1ST F.F. ±0.00 him PROPOSED GRADE SHEET NUMBER: PER GRADING PLAN 7 BUILDING #1 : SOUTH ELE 8 ION A4 . 21 SCALE: 114"--lilli PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ 0207-201-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I L- y � OWNER: i 12 - PEACE & JOY I.I.C. 51 12 a - — M HEAD Peace&Joy N LLC. N PROJECT MANAGER: LUKE C. CHAU co 0 I P.O.Box 4661 CERRITOS, CA 90703 -q °° °° 11ho Phone: 562.897.1893 CD Email: RightTimeDevelopment 9 12 @gmail.com �l � b — 51 LOFT FF. +19.00 - ti — — — — — — — — DESIGNER: - - - - — - - - - - - - - - _ - - - - - — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — - - - - - - — — — — — — — — — — — — — — — — — — — - -- - - - - - - HEAD M 1� A I+ GSZ M C? DEVELOPING DESIGN g CONSTRUCTION °o NEWFIELD DESIGN GROUP, INC. 12 20955 PATHFINDER RD. SUITE #100 41 DIAMOND BAR, CA 91765 F+10.QQ - - - — — — — — — — — - - - - - - - - — - - — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — newOfeld(designgroup@gmail.com t U HEAD �� I _ — STRUCTURAL ENGINEER: o ZZS STRUCTURAL Q 0 ENGINEERING LLC o 2376 CHALYBE TRAIL, a� 0 0 0 0 0 0 a BIRMINGHAM, 212 ALABAMA 35226 0 Cell: (205)212-0861fl w 1ST F.F. ±0.00 — — — - - — - - � — — - - — — - - — - - — - - - - - - — — - - — — - - — - - - - - - - - - - - - z Emall.zzsstructural.com PROPOSED GRADE PER GRADING PLAN D C B A 00 BUILDING #1 : WEST ELEVATION � SCALE: 1/4"=1'-O" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT- - - - - - - - - - - - - - - - - - - - - - - - - - - - THE EXPRESSED WRITTEN AUTHORIZATION OF Q 12 - NEWFIELD DESIGN GROUP,INC. 51 z 12 `O - 15 ir T.O.PL. +27.00 HEAD _ „ 1 12 2 u 1 y - �5 LOFT FF. +19.00 5 N - _ �- PLAN CHECK NUMBER: - - - - - - - - - - INDEX MAP DRC2023-00131, HEAD coa -- -- -- --\ SUBTPM20738 p \ m Q O o bo OU O I o C PLOT DATE: 8/7/2024 3:54 PM p � 12 o a ORIGINAL DRAWING PREP. F +10,-40— 4 F � DATE: 4/4/2023 N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ¢ 2 � � ;BUILDING,#1 - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PLAN PREPARED BY: HEAD — NDG /ANDY C. LIN — -- -- -- -- -- -- - -t — — - - - - - - - - MANOLAPL. SHEET TITLE: nn � n BUILDING #1 NORTH ELEVATIONS (2) 1ST F.F. ±0.00 z z — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED GRADE PER GRADING PLAN SHEET NUMBER: 9 8 7 BUILDING #1 : NORTH -ELEVATION A4 . 22 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) in PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 0207-201-11 — — — — — — — — — — — — — — — — — — — — — — — — — — — OWNER: LO PEACE & JOY I.I.C. I a T.O.PL. +27.00 - - - - - - - - - - - - - — M HEAD Peace&,loy N LLC. N PROJECT MANAGER: LUKE C. CHAU co P.O.Box 4661 CERRITOS, CA 90703 °° C? Phone: 562.897.1893 co Email: RightTimeDevelopment 9 @gmail.com � BA#4 I A � LOFT FF.+19.00 — — — -- - - - - - - - - 15 _ _ - - — — — — — — — — — — - - - - 15 HOME OFFICE A7f - - - _ _ _ _ 15 a c.i 14 14 14 DESIGNER: — — — — — — — — — — — — — — — — — — — — — — — — — -4 — — — — — — — — —1 U HEAD 12 12 _ 12 ` - - - - - - - - - - — - - - - - - - 1- - — — — — — — — — — � — - - z — — �1 - - - - - — - - - - — — — — — h�AAAtQ �■ Q co 0 6 DEVELOPING 9 8 $ 9 00 $ 9 DESIGN 7 7 7 CONSTRUCTION 0 � 5 6 6 5 ~ Q 6 5 NEWFIELD 4 4 3 3 w_ 4 3 DESIGN GROUP, INC. IM 0) M.WIC#1 1 1 M.WIC#1 1 M.WIC#1 E 20955 PATHFINDER RD. SUITE #100 0 F+10.QQ - - - 16 11L91765- - — — — — — — — — — — — — — AM A A 15 15 15 newOfeld(designgroup@gmail.com o 13 113 13 HEAD _ - 12 — — — — — — — — — — — — — —12 — — — — — - - - 2 — STRUCTURAL ENGINEER: � 11 11 11 ZZS STRUCTURAL Q 9 9 9 N $ $ $ ENGINEERING LLC " b 7 7 7 6' co 0 6 6 6 0 ti °° 5 5 5 2376 CHALYBE TRAIL, a 4 4 4 BIRMINGHAM, ALABAMA 35226 0 3 3 ,l�--' 3 1i�,ii w 2 2 2 Cell: (205)212-0861 1ST F.F. ±0.00 FOYER PW R 1 1 P R FOYER 1 P R Email:zzsstructural.com Ll PROPOSED GRADE PER GRADING PLAN �A) B C D 00 BUILDING #1 SECTION A-A � SCALE: 1/4"=1'-O" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, OR LANED IN WHOLE WITHOUT ED Q T.O.ROOF +32.92 - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — - THHEIEX RESSEDWRITT NRAUOTHORIZZATIONOF 12 12 NEWFIELD DESIGN GROUP,INC. 5 5 REVISIONS: Q - z w T.O.PL. +27.00 HEAD 42"MIN.HT.LOW 0 0 WALL GUARDRAIL 00 12 LOFTIII ERED 5 FF. +19.00 HOME OFFICE BED RM#3 B�CONY 12 15 PLAN CHECK NUMBER: HEAD — - - INDEX MAP DRC2023-00131, -1 a -- -- -- --\ SUBTPM20738 m L JF- C ui O I o � PLOT DATE: 8/7/2024 3:54 PM L-ip ORIGINAL DRAWING PREP. # M BED RM#1 BED RM#2 COVERED / DATE: 4/4/2023 F +2-0 BALCONY — — — — — — Q 1 12 BUILDING#1 —41 — — — — — — _ - PLAN PREPARED BY: HEAD _ — _ _ — — _ _ — _ _ — 2 MANOLA PL. NDG /ANDY C. LIN - SHEET TITLE: Lu BUILDING #1 o Q NORTH SECTIONS w � o ui si NJ U ti 1ST F.F. ±0 0 DINING 2-CAR GARAGE PROPOSED GRADE PER GRADING PLAN ; PROPOSED GRADE PER GRADING PLAN SHEET NUMBER: 9 BUILDING #1 SECTI 8 B-B A4 . 31 w SCALE: 1/4"=1'-O" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 1 PROJECT NAME: E 2 IF� 5 3 F l 93 1 V.2 �,G� " AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 31'-10" 29'-5" 01 31'-10" 01 RANCHO CUCAMONGA, CA ro Q APN: 0207-201-24/0207-201-10/ 1'-61' 5'-8" 21'-0" 3'-8" 3'-V'I 21'-0" 4'-9" 3'-8" 21'-0" 7'-2" 0207-201-11 -a EQ. EQ. EQ. EQ. OWNER: 5% SLOPE AWA FROM 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM PEACE & J OY I.I.C. BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN : 7 — 7 0 0 16'x TROLL-UP GARAGE DOOR WI OPENER 16'x TROLL-UP GARAGE DOOR M OPENER 16'x TROLL-UP GARAGE DOOR W/OPENER 4 = =1 Peace&Joy WH o-7 -7 A/C AJC CD C. N PROJECT MANAGER: LUKE C. CHAU �P.O , I t o I 1 1 1 I I o I I 1 I I o I I -"' Pho eo 562 8197.E8931TOS, CA 90703 C) 0 1 /01 11 /o I 11 /0 0 I I I 1 1 4 4 I I I 3-s I I I I I Email: RlghtTimeDevelopment 0 SLOPE SLOP SLOPE 9 @gmail.com _ _ _ _ _ _ _ _ — 3'-8"x 5'-11"x 8'-0" 3'-8"x 5'-11"x$'-0" � — — _ _ _ _ _ — — — _ 3'-8"x 5'-11"x '-0" � L — — STEPS PER 4'_0" .n �, GRAD GPLAN � � - - - � - - - - - � - - - -� — J OPENING 174 FF STORAGE 174 CF STOR�GE 174 CIF STOR GE 5'o° a. STEPS PER 1 (22 SF) (22 SF) 22 SF OPENING DESIGNER: STEPS PER GRADING PLAN I I I 1 I I I I GRADING PLAN -CAR GARA E 1 2- AR GARA E 4'3' 1 2- AR GARAG o IMRIARatXx 20'x2O' I I 20'x2O' I \ I 20'x2O' I — — — — — �, ■ a 1 1 1 DEVELOPING g OVER = I I I I 0 ED PO H - DESIGN ORC I I I I �3'-8" I I 20'-0" I I 0VE D 3'8" 20'-0" SF CONSTRUCTION 7 / sF „M I I I I L L3 DRY Al RY I I I I 7 3 �" RY1 I I I I 1. 'M 7 0 1 GARAGE AREA \ 23 Fco GARAGE AREA NEWFIELD Q I I GARAGE SQ.AREA I I I W W 23 F I I I I 1.5'MAX. I I I I 445 SQ.FT. W 445 SQ.FT. 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"MAX. 48"x48"SLD T 48"x48"SLD /7.5"MAX. — 2D 48"x 8"SLD i7.5"M X. 9 PROPERTY OF NEWFIELD DESIGN GROUP,INC. ~ TO" T.0" THEY ARE FOR THE USE of THIS SPECIFIC = C? z C? inq o PROJECT ONLY AND MAY NOT BE REPRODUCED, U M Z T.0 J M Q "'z COPIED OR LOANED IN PART OR WHOLE WITHOUT � 7 Q J Q STEPS PER J STEPS PER STEPS PER 7 THE EXPRESSED WRITTEN AUTHORIZATION of GRADING PLAN GRADING PLA � GRADING PLAN NEWFIELD DESIGN GROUP,INC. Q 4 6 7 1 1/2 5 0 5 0 6-5 4-8 5-0 7-1 1/2 4-8 1_ 1� 1_ 1� 1_ 1� 1� 1_ 1� 11 REVISIONS: z 9 2 22 8 20 3 9-2 22 8 9-2 \ 01 Ir 31'-10" 29'-5" 31'-10" 01 F UNIT #5 (TYPE A) G UNIT #6 (TYPE Cfi NORTH E UNIT #4 (TYPE C2) �"� FIRST FLOOR AREA: 524 SF. FIRST FLOOR AREA: 480 SF. 1 FIRST FLOOR AREA: 539 SF. PORCH/PATIO: 22 SF. PORCH 1 PATIO: 32 SF. �5.2^� PORCH /PATIO: 28 SF GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. BUILDING #2 LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. 01 FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #2 BUILDING #2 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: -- -- -- SUBTPM20738 &STUCCO EXTERIOR SEE 3/A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL - � UNIT #4 -TYPE C2: UNIT #4-TYPE C2: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE � = o o GROUND FLOOR AREA: 569 SF (524 SF +45 SF) GROUND FLOOR PORCH/PATIO: 22 SF -c?- PLOT DATE: 8/7/2024 3:54 PM 1 HOUR FIRE-RESISTIVE WALL 2x STUD W/5/8 GYP. BD. @BOTH SIDES, SEE ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF >250 SF DETAIL 1/A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF > 150 SF 0 TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL PRIVATE OPEN SPACE: 462 SF BUILDING#2 GUARD HANDRAIL. UNIT #5 -TYPE A: PLAN PREPARED BY: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT #5-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF \ \ \ \ \ \ \ > 150 SF BUILDING #2 THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF ELEVATION. UNIT #6 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR PLAN GROUND FLOOR AREA: 584 SF (539 SF +45 SF) SECOND FLOOR AREA: 918 SF UNIT #6-TYPE Cl: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#2 LIVING FLOOR AREA: 6,878 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,041 SF+ 1,995 SF +2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#2 GARAGE AREA: 1,200 SF TOTAL BUILDING#2 PRIVATE OPEN SPACE: 1,408 SF A5 . 11 (=462 SF+456 SF+490 SF) w U-) PA=CR SIZ-: ARCH ULL DL-CD D (36.00 X )4.00 IUCIICS) PROJECT NAME: E 93,-1„5 3 F 5 2 " AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 31'-10" 01 29'-5" 01 31'-10" 01 RANCHO CUCAMONGA, CA ro APN: 0207-201-24/0207-201-10/ 1'-6" 5'-8" 5'-2" 15'-10" 3'-8" 3'-8" 21'-0" 01 4'-9" e T-8" 1 15'-10" 5'-2" 7'-211 lo 10 0207-201-11 -a 2'-0" 5'-2" V-6" 5'-2" 2'-0" 2'-0" 4'-0" 1'-0" 7'-0" 1'-0' 4'-0" 2'-0" 2'-0" 5'-2" V-6" 5'-2" OPENING OPENING OPENING OPENING PER ELEV. OPENING OPENING OPENING OWNER: PER ELEV. PER ELEV. PER ELEV. PER ELEV, PER ELEV. PER ELEV. PEACE & J OY I.I.C. Q o- T-6"HT LOW WALL 3'-6"HT LOW WALL 3-6"HT LOW WALL 3'-6"HT LOW WALL T-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WALL o0 7 — — 7 o 0 E A N p o 0 E AL N o Peace&Joy o LLC. N 1 9 SF 80 9 SF PROJECT MANAGER: LUKE C. CHAULi A D R o° o o P.O.Box 4661 CERRITOS, CA 90703 60"PATIO SLID D717 OORWA=REEI o -� P_ - SLOPE Phone: 562.897.1893 W 4/12 Email: RightTimeDevelopment 4/12 WICK N, KWIC EQ. � E0. Eta. �. ca E EQ. E0. � o � L, @gmail.com cfl �� 30"BI F 9 30" 30"Si_D` �� "BI FOLD 9 30 x BED RM. 2 BI-oRLD 2-7 4'-7" D R - Q 30" 0'` tD OOR 09 3 "x 'SLD.T EQ. EQ. DESIGNER: 15" 0 8 36"x3 "SLD.TGF$Mffil o IN. ®36"x3 "SLD.TG o � ny} n % IMf aSZG 11Ex L BED RM.#2 Q N N DEVELOPING BED RM.#2 _ O 3'8" 15'-7" 4'-1o' Lz O z DESIGN g ® 5 Q BA #2 A #2 ¢ 32"DOOR BA #2 w w 9 9 32"D OR o Co NLu - 16'8" 3'4" T 2" J _ CONSTRUCTION NEWFIELD 2„° 0 ' ® o DESIGN GROUP, INC. 15 15 00 00 3'6" ® 00 1515" 0 MIN. MIN. _ _ _ MIN. MIN. 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 � 22 2 T-3" 6-5" 3'-3" 3'3" 6-5" 3'3" 3'-3" 6'-5" 3'3" 2 PHONE: (909) 275-8037 �j 11 IJ' � DN M DN O M �� DN haft 5.2�5 21 SD TREADS @ 11" L NDING L NDING TREADS @ 1 Sp LANDIN TR AD @ 1" pff newfielddesigngroup@gmail.com c i o M CP 32"DOOR �' M 32' DOOR 5'10" 2'11"� Ch 32' DOOR M co M. WIC#1 1 1 1 1 12 11 10 9 9 10 11 12 13 14 15 16 9 10 11 12 13 14 15 16 M. W1C#1Co M STRUCTURAL ENGINEER: % -)AJ04- RiZZS STRUCTURAL z 1 2 3 4 5 7 7 5 4 3 2 1 7 5 4 3 2 1 5'6" 5'0" z M 9 o'x3o" o CLEAR o M M = M °° _ _ ENGINEERING LLC LD TG Z 0" 5 6_ 32' D OR UP M M UP 32"DOOR Sp M M UP 32"DOOR "' p 0 24"M _ z SL'x3D G. _ 1 M � — ED - 3 3 N 3 C R 5.3 0 2 - 2376 CHALYBE TRAIL, "DOOR — — — 32"DO 24"DOOR BIRMINGHAM, ALABAMA 35226 0l 24"DOOR 32 DOOR =' 22 3'6" ' " 1'11" I, 3'6" 1' " _ ui 6� Cell: (205)212-0861 32"DOOR 32"DOOR ,, Email: zzsstructural.com 0 32"DOOR M 2ND FL AREA 2ND FL ARE 2" FL AREA o 8 36"00" =897 SQ. FT. =918 SQ. FT. 36 00 LD TG 2 = 865 SQ. FT. M. A#1 SLID TG. - CV M. BA#1 o o o 00 M. BED RM.#1 M. BA#1 0 CV M. BED M.#1 C M. BE R .# — —0 L x F _jx 0 Q C:) ®36"x30"SLID C? 1- R �5 4 x ®36"x30"SLD = ®36" 30"SLID = - N T E TG. TG. C? THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, _ _ _ _ AND ARRANGEMENTS ARE THE INTELLECTUAL 9 60"xj S g 60 9 PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ _ EGR _ E S _ EGRESS THEY ARE FOR THE USE OF THIS SPECIFIC = i? o q PROJECT ONLY AND MAY NOT BE REPRODUCED, �' 7'0" �' 7 DO C' 7"0" SLOPE ICOPIED OR LOANED IN PART OR WHOLE WITHOUT Q 1 4/1 4/12 THE EXPRESSED WRITTEN AUTHORIZATION OF Q 4'-$" E 3'-11" 4'-6" 4'-$" 4'-6" E 4'_$" NEWFIELD DESIGN GROUP,INC. '01 Q REVISIONS: 9 2 14-3 8-5 7 5 12 10 9-2 8 5 14-3 91-211 z 31'-10" 29'-5" 31'-10" L� F UNIT #5 (TYPE A) UNIT #6 (TYPE Cl ) NORTH E UNIT #4 (TYPE C2) H SECOND FLOOR AREA: 897 SF. SECOND FLOOR AREA: 865 SF. 1 SECOND FLOOR AREA: 918 SF. BALCONY: 59 SF. BALCONY: 80 SF. 5.21 BALCONY: 59 SF. BUILDING #2 Ysc SECOND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #2 BUILDING #2 - PRIVATE INDEX MAP DRC2023-00131, p -- -- -- � NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 21A10.1 1❑ FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR � &STUCCO EXTERIOR SEE 3/A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL o UNIT #4 -TYPE C2: UNIT #4-TYPE C2: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE PLOT DATE: 8/7/2024 3:54 PM o T��r 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 569 SF (524 SF +45 SF) GROUND FLOOR PORCH/PATIO: 22 SF 0 i o ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF >250 SF DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF > 150 SF 0 b / TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL PRIVATE OPEN SPACE: 462 SF BUILDING#2 UNIT #5 -TYPE A: GUARD HANDRAIL. PLAN PREPARED BY: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT #5-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n n n > 150 SF BUILDING #2 THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF ELEVATION. UNIT #6 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF SECOND FLOOR PLAN GROUND FLOOR AREA: 584 SF (539 SF +45 SF) SECOND FLOOR AREA: 918 SF UNIT #6-TYPE Cl: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#2 LIVING FLOOR AREA: 6,878 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,041 SF+ 1,995 SF +2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#2 GARAGE AREA: 1,200 SF TOTAL BUILDING#2 PRIVATE OPEN SPACE: 1,408 SF A5 . 12 (=462 SF+456 SF+490 SF) o= w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: E 5 3 F , , AVIGNON RESERVE 93-1 't 8626, 8642, &8644 ARROW ROUTE, X 01 31'-10" 29'-5" 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 7'-2" 5'-2" 11 15'-10" 01 3'-8" 3'-8" 3'-5" 14'-2" 8'-2" 3'-8" 15-10" 5'-2" 3'-9" 01 3'-5" 01 0207-201-11 1'-6" 2'-10" '-0" 5'-2" '-0" 2'-10" 1'-6" 01 00, 3'-4" 7'-6" 3'-4" 3'-5" 4'-9" 1'-6" 2'-10" '-0" 5'-2" '-0" 2'-10" 1'-6" 01 OPENING OPENING OPENING OPENING PER ELEV. OPENING OPENING OPENING OWNER: PER ELEV. PER ELEV. PER ELEV. PER ELEV. PER ELEV. PER ELEV. PEACE 8c JOY I.I.C. a a 7 T "HT LOW WALL T-6"HT LOW WALL 3' "HT LOW WALL I 3'16"HT LOW WA L T-6"HT LOW WALL 316"HT LOW WA L 7 0 o o ePeace&Joy N V D L Y o p LC. N SF 6 TI D o„ 5 0 o PROJECT MANAGER: LUKE C. CHAU co -7 i4P.O.Box 4661 CERRITOS, CA 90703 3 0 E Phone: 562.897.1893 0 ,yam 4C F Y 00 �Q Email: RightTimeDevelopment 9 @gmail.com =� 60"PATIO SLID DOOR E E LOFT GYM_ �, 3 6" 4- ° / DESIGNER: 3 11 30, 3 , 3 M 16-7" M „ 3 „ 3 „ 30, - N - FT / GYM N o �� h�ARGtQ Q BE R . #3 r? ODD DEVELOPING 3 HA a, DESIGN yq o M 32"DOOR2 5 4 ® o CONSTRUCTION �° T " BA 3 P 5 NEWFIELD Q E 42"HT LOW WALL 42"HT LOW WALL 2'-0" E . EQ. DESIGN GROUP, INC. 3 2'0" GUARDRAIL O O GUARDRAIL x c 9 L • ! 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 2 5'6" T-3" 3'3" 5'6" 3RD FL AREA 6'9" 2 PHONE: (909) 275-8037 j RD 6 READS 11' LANDIN SD LAN TR AD @ 11 _ newfielddesigngroup@gmail.com o V21 3 FL AREA DN C? DN 60"CL SE DIN = 575 SQ. FT. N co 5.2 c o ® 32"DOOR M M M 32"DOOR SLID D 0 ° 32"DOOR v =575 SQ. FT. 15" 15" o LO BA #4 15 14 13 12 11 10 9 9 10 11 12 13 14 15 MIN. MIN. ® 9 10 11 12 13 14 15 BA #4 - STRUCTURAL ENGINEER: $ o DoeR 2 4 5 6 78 7 6 5 4 3 2 1 1515 ® 7 6 5 4 3 2 1 32"DOOR o $ ZZS STRUCTURAL o "CLOSET 48"CLOSE MIN. MIN. - ENGINEERING LLC " r` M EO O " "' SLID D 0 ° "? `�' 1 1 5 1-5 3'-3" 8'-3" 0 1-5 �3- •°' LANDI G 6 T EA S 11 � % 5.3 2376 CHALYBE TRAIL, a� MIN. MIN. @ } � BA IN. MI . 15"15'' a a 48°CLOSET ® BIRMINGHAM, ALABAMA 35226 0 0 MIN. MIN. (( ® �� 42"HT LOW GUARDRAIL WALL 3RD FL AREA SLID DOOR ° 0 Cell: (205)212-0861 w ° �� Email:zzsstructural.com o S =605 SQ. FT. 8'_2 0 6'-911 ;�; 48"CLOSET O Co .7 SLID DOOR O _ ® 48"CLOSET BA #3 �T BA #3 O E FFI E M 32"DOOR SLID DOOR 6,-9„ T� , m - R11 IDGE N 32"DOOR BED R,M. #3 BED RM. #3 32"DOOR = m 9 x D1. x D 9 3 'x - J01 -411 - Lu o °O N w� 32"DOOR M M 32"D R 32"D00 c� 00 o `'' 0-w 3 F F � o - o w NIwivxt 6 S = 4 3 L Q N- - o S �, 07 48"x36"SLD �7 48"x36"SLD L 07 48"x36"SLD Q7 48'x36"SLD l / N � JP Q o w o THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, 9 `V — — _ — — — — — — a: — — — — `V 9 AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF Q '-0' 7'-2" 2'-11 1/2" 4'-6" 4'-6" 4'-6" 7'-5" " 6'-8" '-0' 4'-6" 4'-6" 2'-11 1/2" " 7'-2" NEWFIELD DESIGN GROUP,INC. w OPENING PER ELEV. OPENING PER ELEV. OPENING PER ELEV. Q 2'-0" 8'-8" 6'-1" 15'-1" 1 21'-3" 8'-2" 15'-1" 6'-1" 8'-8" 2'-0" REVISIONS: z 31'-10" 29'-5" 31'-10" L� F UNIT #5 (TYPE A) UNIT #6 (TYPE Cl ) E UNIT #4 (TYPE C2) NORTH H THIRD FLOOR AREA: 575 SF. THIRD FLOOR AREA: 605 SF. 1 THIRD FLOOR AREA: 575 SF. BALCONY: 91 SF. BALCONY: 77 SF. 5.21 BALCONY: 91 SF. BUILDING #2 )s THIRD FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #2 BUILDING #2 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 3/A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL o UNIT #4 -TYPE C2: UNIT #4-TYPE C2: I WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o PLOT DATE: 8/7/2024 3:54 PM o T��r 1 HOUR FIRE-RESISTIVE WALL 2x STUD W/518" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 569 SF (524 SF +45 SF) GROUND FLOOR PORCH/PATIO: 22 SF � ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF > 250 SF - DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF > 150 SF 0 DATE: 4/4/2023 TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL PRIVATE OPEN SPACE: 462 SF Q BUILDING#2 GUARD HANDRAIL. UNIT #5 -TYPE A: PLAN PREPARED BY: © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF 480 SF +45 SF UNIT #5-TYPE A: NDG /ANDY C. LIN PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 318", DIMENSION ( ) MANOLA PL. SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SHEET TITLE: HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #2 ELEVATION. UNIT #6 -TYPE Cl: TOTAL PRIVATE OPEN SPACE: 456 SF THIRD FLOOR PLAN GROUND FLOOR AREA: 584 SF (539 SF +45 SF) SECOND FLOOR AREA: 918 SF UNIT #6-TYPE Cl: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 28 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,077 SF GROUND FLOOR POS: 312 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#2 LIVING FLOOR AREA: 6,878 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,041 SF + 1,995 SF + 2,077 SF) TOTAL PRIVATE OPEN SPACE: 490 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#2 GARAGE AREA: 1,200 SF TOTAL BUILDING#2 PRIVATE OPEN SPACE: 1,408 SF A5 . 13 (=462 SF +456 SF+490 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: E 5.3 IF5 2 " AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 0207-201-11 OWNER: PEACE & JOY I.I.C. a 2 Peace&Joy N LLC. N — — — � 1 �Q PROJECT MANAGER: LUKE C. CHAU co Q P.O.BOx 4661 CERRITOS, CA 90703 ti� Phone: 562.897.1893 Email: RightTimeDevelopment a o — DESIGNER: U O N Ggll ��y �■ �h�AAAt�Q Q � Lu XF- JQ� DEVELOPING g yA G �Q DESIGN 3 9`lF` CONSTRUCTION � NEWFIELD DESIGN GROUP, INC. 20955 PATHFINDER RD. SUITE #100 E Z 5 S 5 2 2 �HONOE (9D09) 275-037 65 U V21 5.2 newfielddesigngroup@gmail.com 0 U -EF y c STRUCTURAL ENGINEER: ZZS STRUCTURAL 04 o RIDGE ENGINEERING LLC 1 U N 5.3 2376 CHALYBE TRAIL, a G RIDGE RIDGE BIRMINGHAM, ALABAMA 35226 0 ti� gllF` �P��y �Q Cell: (205)212-0861 w Email:zzsstructural.com 01 2 E51 RIDGE RIDGE � y G co I pp o �Q 00 0 0 0 N FF _74 z Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ANGE ENTS ARE THE UAL PROPERT Y OF NEWF ELD DES GN GROUPT NC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. Q Q REVISIONS: 31 10 29-5 31 10 z w UNIT #4 (TYPE C2) UNIT #5 (TYPE A) UNIT #6 (TYPE C1 ) L_ E F G " NORTH 1 5.21 BUILDING #2 ROOF PLAN PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, a -- -- -- --\ SUBTPM20738 p \ ui m LLB Q I 0 o PLOT DATE: 8/7/2024 3:54 PM p p ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 � BUILDING#2 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: n i � nn n BUILDING #2 ROOF PLAN SHEET NUMBER: A5 . 14 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 — — — — — — — — — _ 0207-201-11 - - - - - - -I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OWNER: _ - it 12 - '� PEACE & JOY I.I.C. Q 12 00 - - a 27 T.O.PL. + .00 N -- - HEAD Peace&Joy N LLC. N PROJECT MANAGER: LUKE C. CHAU 0 I P.O.Box 4661 CERRITOS, CA 90703 -� °° °° Phone: 562.897.1893 co Email: RightTimeDevelopment 9 12 5 @gmail.com N1 ` 12 a LOFT FF. +19.00 i , - 5 U HEAD + GSZ p M DEVELOPING DESIGN g C? CONSTRUCTION �° °o NEWFIELD DESIGN GROUP, INC. 12 41 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 — — — — — — — — — — — PHONE: (909) 275-8037 U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — newfielddesigngroup@gmail.com t — — — — — HEAD _ — — _ — � _ STRUCTURAL ENGINEER: � ZZS STRUCTURAL 0 w ENGINEERING LLC OF U a> Ll Lu o Q 2376 CHALYBE TRAIL, a� BIRMINGHAM, ALABAMA 35226 0 Cell: (205)212-0861 w Email:zzsstructural.com 1ST F.F. ±0.00 z PROPOSED GRADE PER GRADING PLAN E F G H 00 BUILDING #2 : EAST ELEVATION CD SCALE: 1/4"=1'-O" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE EXPIRE SSED WRITTEN AUTHORIZATIOIN F Q G� NEWFIELD DESIGN GROUP,INC. REVISIONS: w LO 12 - - _ 15 T.O.PL. +27.00 HEAD 12 LOFT FF. +19.00— — _ .� �,,� , �� ,-,.17 „ , , ; PLAN CHECK NUMBER: HEAD INDEX MAP DRC2023-00131, coa -- -- -- --\ SUBTPM20738 p m LLB Q O OU I O I o PLOT DATE: 8/7/2024 3:54 PM p � 12 � o a / o ORIGINAL DRAWING PREP. F +��— 4 2 p DATE: 4/4/2023 - - _ - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ ¢ ;BUILDING#2 PLAN PREPARED BY: HEAD NDG /ANDY C. LIN _ _ _ _ _ _ MAN LA PL. SHEET TITLE: n l l n F7 F7 n n BUILDING #2 OD NORTH ELEVATIONS (1 ) 1ST F.F. ±0.00 4 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - J - - - - - - - - - - - - - f PROPOSED GRADE 1 1 PER GRADING PLAN SHEET NUMBER: 9 8 � 7 i BUILDING #2 : NORTH -ELEVATION A5 . 21 w 2 SCALE: 1/4"--V-0" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 - - - - - - - - - - - - _ 0207-201-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OWNER: - - - PEACE & JOY I.I.C. 12 12 5I y a 5 a tr T.O.PL. +27.00 - _ - -- - - - -_ -- - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - -- _ - - - - - - - - - - - - - - - - - - - - - - - _ - HEAD Peace&Joy N LLC. N PROJECT MANAGER: LUKE C. CHAU co Ed P.O.Box 4661 CERRITOS, CA 90703 °° LA °° Phone: 562.897.1893 co Email: RightTimeDevelopment 9 12 2 5 @gmail.com �� 5F-- - a LOFT FF. +19.00 " ' ' - - - - " _ �- � � � � � , . �� -� � r � DESIGNER: U c M F�GSZ A 1111 HEAD - �.■�� a M DEVELOPING DESIGN g C? CONSTRUCTION °o NEWFIELD DESIGN GROUP, INC. 12 0 4 r 20955 PATHFINDER RD. SUITE #100 0 F+10.GG - - - — — — — — — — — — — — - - — — — — — — — — — DIAMOND BAR, CA 91765 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — newwfi (elddesigngroup@gmail.com o U HEAD _ - - - - - - - - - - - - - - _ - _ - - - _ - - - - - - - - - - - - - - _ STRUCTURAL ENGINEER: o ZZS STRUCTURAL Q Jk 0 ENGINEERING LLC v El F-1 0 El 0 El 0 L-- ElElElElElElEl 2376 CHALYBE TRAIL, al El El El F-1 071 � I--] a71 � I--] F-- 0BIRMING)212 ALABAMA 35226 0 E�] a � � � � � Cell: (205)212-0861� � a � � � a w 1ST F.F. ±0.00 - - - - - - - - - - - Email.zzsstructural.com 0a PROPOSED GRADE PER GRADING PLAN H G F UE c� 00 BUILDING #2 : WEST ELEVATION � SCALE: 1/4"=1'-O" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q T.O.ROOF +32.92 12 COPIED OR LOANED IN PART OR WHOLE WITHOUT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - bI THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. Q a REVISIONS: w `� z T.O.PL. +27.00 I� � HEAD 12 " LOFT FF. +19.00 5 _" - - - - - - - - - - - - - - - - - - � - - - PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, HEAD coa -- -- -- --\ SUBTPM20738 p \ m LLB Q O bo OU � O I PLOT DATE: 8/7/2024 3:54 PM `o o w o LA ORIGINAL DRAWING PREP. p n 4 2 � p 2 BUILDING 2 / DATE: 4/4/2023 # F +�� PLAN PREPARED BY: NDG /ANDY C. LIN HEAD — — — — — — - - - - - - - - - - - - - - - - MAN LA PL. SHEET TITLE: n � i � nn BUILDING #2 NORTH ELEVATIONS (2) 1ST F.F. ±0.00 z PROPOSED GRADE SHEET NUMBER: PER GRADING PLAN 7 8 9 BUILDING #2 : SOUTH ELEV ION A5 . 22 2 SCALE: 1/4"=1'-O" w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 _ _ — — — — — — — 0207-201-11 I OWNER: LO PEACE & JOY I.I.C. Ib a T.O.PL. +27.00 HEAD ePeace&Joy N LC. N C PROJECT MANAGER: LUKE C. CHAU co P.O.Box 4661 CERRITOS, CA 90703 °° °° Phone: 562.897.1893 co Email: RightTimeDevelopment @gmail.com �I LOFTFF.±19.00 - - - - - - - - B #4 15 - _ - - - - - - _ - - - - - - - - _ - 15 HOME OFFICE 7A - - - - - - - - - - 15 A 12 5 a c.i 14 14 14 — - DESIGNER: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 MWARtI-1EQ U HEAD 12 12 12 A ` co 1 0 0 DEVELOPING 9 8 $ 9 $ 9 DESIGN �1 0 7 7 7 CONSTRUCTION 0 4 5 5 4 5 4 NEWFIELD Q 3 3 3 DESIGN GROUP, INC. �� W1C#1 1 1 M.WIC#1 1 M.WIC#1 20955 PATHFINDER RD. SUITE #100 E F+10.OD - 16 - - - - - - - - - - - - - - - - -- 16 - - - - - - - - - 16 DIAMOND BAR, CA 91765 - - PHONE: (909) 275-8037 �j 15 15 15 newfielddesigngroup@gmail.com o 13 13 13 HEAD _ - - - - _ — 12 — _ — _ - - - - _12 — — — — — — 2 — — — STRUCTURAL ENGINEER: � 11 11 11 LO ZZS STRUCTURAL Q 9 9 9 N ENGINEERING LLC " s s s N 0 7 7 7 6' C0 6 6 6 0 ti 5 5 1 5 2376 CHALYBE TRAIL, a� 4 4 _ ,� 4 BIRMINGHAM, ALABAMA 35226 0 ,= 3 3 ,l�ii 3w 2 2 2 Cell: (205)212-0861 1ST F.F. ±0.00 FOYER PWD 1 1 P R FOYER 1 P R Email:zzsstructural.com PROPOSED GRADE PER GRADING PLAN E IF G H 00 CD BUILDING #2 S ECTION A-A � SCALE: 1/4"=1'-O" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ THEY ARE FOR THE USE OF THIS SPECIFIC T.O.ROOF +32.92 _ _ _ _ _ _ _ _ 12 PROJECT ONLY AND MAY NOT BE REPRODUCED, - 5 I COPIED OR LOANED IN PART OR WHOLE WITHOUT Q - 15 THE EXPRESSED WRITTEN AUTHORIZATION OF -, NEWFIELD DESIGN GROUP,INC. Q - Q - REVISIONS: z w L- T.O.PL. +27.00 HEAD 0 8 VERED LOFT FF. +19.00 ul B�CONY GYM B D RM#3 11 N PLAN CHECK NUMBER: HEAD INDEX MAP M — — — DRC2023-00131, a -- -- -- --\ SUBTPM20738 p m W po pp _ Io � PLOT DATE: 8/7/2024 3:54 PM O 2 LLJ w 1-+1099— — — — B�CONY BED RM#2 M BED RM#1 VERED Elf p ORIGINAL DRAWING PREP. n- N 12 p DATE: 4/4/2023 HEAD — — — 4 ¢ ' B,,ILDING#2 PLAN PREPARED BY: NDG /ANDY C. LIN ® — — — T-0" MANOLA PL. — — — SHEET TITLE: o ui n nnn n < BUILDING #2 tiQ a Qui NORTH SECTIONS 1ST F.F. ±0.00 CAR GARAGE DINING - - - - - - - - - - - - - - - PROPOSED GRADE PROPOSED GRADE PER GRADING PLAN PER GRADING PLAN ' 9 SHEET NUMBER: 7 BUILDING #2 SECTION B-B 8 A5 . 31 w 2 SCALE: 1/4"=1'-O" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: q g 6 2 ��C� ° AVIGNON RESERVE CD 94-7 V 8626, 8642, &8644 ARROW ROUTE, X 33'-4" 29'-5" 31'-10" 01 RANCHO CUCAMONGA, CA ro APN: 0207-201-24/0207-201-10/ 1'-6" 9'-2" 22'-8" 9'-2" 20'-3" 10'-0" 21'-10" ol 0207-201-11 4'-6" 7'-1 1/2" T 5'-0" 4'-6" 6'-5" 5'-0" 5'-0" 6'-01/2" 4'-8" STEPS PE � S EPS PER 1/12 MAX SLOPE PER OWNER: _ GRADING PLAN GRP DING PLAN GRA CD PEACE & J OY L LC. z z 7 z 7,0" q z o 7 0" 7 0" q z � 2 4 "x48"SLID 7.5" � 2 4 "x 8"SLID 1 60" 60"SLID °' 4 -- �7.5"MAX. MAX 02 8'x48'SLID 0 8LO _ 0.5"MAX O o 60"PATIO 60"'PATIO 60"PATIO 4 60" 60"SLD SLID DOOR — JE�L 10 60"x 0"SLID SLD DOOR — J J — SLID DOOR Peace&Joy N LLC. I I I I C C �, L, PROJECT MANAGER: LUKE C. CHAU °° IE IKITCHEN KITCHEN `� P.O.Box 4661 CERRITOS, CA 90703 I -; �I; �, I �, Phone: 562.897.1893 KITCHEN � � rl- ININ DINING ,i; j DINING—] LIVING RM. o It Email: RightTimeDevelopment It N M. 2'-6 5'-0" IVIN 2'6" 5'o" 5'_0„ DROPPED m CEILING @gmail.com LI I RM. IE 4 ABOVE ACCESSIBILITY DESIGNER: DROPPED 4 DETAILS SEE A10 c0 _ co 6'-11" M M 3 36"x48" CEILING ABOVE 4'-3" 2'-11" 8'-5" 5'-11' 6'-11" 6'-11" T-7" 9'-8" 5'-2" V-6" ST \ o o \'of o 0 0 0 / ST N sH 1 FL AREA 1ST DROPPED 1 FL AREA . fr�ARatQ Q 1 FL AREA CEILING 36 DOOR WI ti 5'-2" 9'0" = 546 SQ.FT. ABOVE — L L — — = 532 SQ. LOUVER BTM. DEVELOPING - 0 1=RDa — — J „ =480 SQ. FT. 0 1=RtDG — t=RtDGt= o g 54"x80" e0 43 x80' r, �_ — DESIGN 2 OPENING 32"DOOR W/ OPENING — — — LOUVER BTM — — 32"DOOR WI — N CONSTRUCTION 0 (�_ — — — OUVER BTM. 6'5" 5'6 3 3 (1 5'6 3 3 01 3 3 6 5_g 5.0"MIN. IA.CLE = 54"x80" o a� Z TR AD @ 11" LANDING _ Z P DR SD CM TR AD @ 11" LANDING LANDING T AD @ 11 PWD h OPENING - NEWFIELD Q M22l M ® UP " M BI-F� ® r M UP / "' v i? LI 24"MI UP 48"MIN.CLR. o M DESIGN GROUP INC. Z o M OO o M M 36"GARAGE FOYER ;!, z R 32"GARAG ;r, z AR 2"GARAG 7I 6 5 3 2 1 DOOR °° z M 5 w DOOR DOOR — / 20955 PATHFINDER RD. SUITE #100 ° ___ _ _ r 5 DIAMOND BAR, CA 91765 FOYER i0.5 MAX. FOYE 6 - 2 PHONE: (909) 275-8037 v z newfielddesigngroup@gmail.com o - z w o - o U-iz < CO ERE 6"ENTRY D00 W/ STEPS`PER I ST S PER 36"A4 M `� o P [✓ ( )-18"SIDE LIT GRADING PLAN I 6 5 2 GRADING PLAN I 6 5 2 2 r, 5 6 SLID C? 6.? 7 6, co 7 I "' 36DOOR ENTRY STRUCTURAL ENGINEER: Of 36 ENTRY I Lo 2 A GARAGE AREA AL DOOR 2 A GARAGE AREA �L------ JA GARAGE AREA A 2 5- 0 ZZS STRUCTURAL N =445 SQ.FT. =445 SQ.FT. =445 SQ.FT. ENGINEERING LLC 30"BI-FOLD I I I I W A I I I I W W I I I I \>1 2 DOOR I I I I LAUNDRY 7 I I I I _ L UNDRY LA 3 S RY - I I I I _ 613 �� 6.21 _ 5 2 SF 237SF V D 2376 CHALYBE TRAIL,S ORAGE p VERE p I P33 C 7 BIRMINGHAM, ALABAMA 35226 I 2a-0" I T-8" OI CH 20'o° 38 I I I Cell: (205)212-0861 w I I N -CAR GARAGE I I I - - - - C? Email: zzsstructural.com N 20'x2o' I I 2-�AR GARAG _ 1 2o'x2o' 2-�AR GARAG 3'-8"Ix 5'-11 x 8' 0 3'-8"x 5'-11"x 8'-0" 3'-8"x 5'-11"x18,-0" 4'-0" _ �- - - - - 20'x20'- - - - - � - 174tFSTORAGE STEP PE - - - - - - - - - - - - � - - 174CFSTORAGE 174CFSTORbGE - - - - � - - o - - - - - -I- - o "' 122 SF GRADING PLAN N - - 1% � 22 SF 22 SF 1 /o F- = I I o I I ( ) OPENING I I SLOPE I ( )4 ( ) I I SLOPE I I = � o I I I SL /PE I I I - I I I 1 I I I I I I 11/12 MAX SLOPE PER b 1 n 1 GRADING PLAN A/C WING WALLW/ A/C A/C L L J L -A WH 3's"OPENI G L -AL -AWH TW L J L J ___1 PER ELEV. _< 16'x TROLL-UP GARAGE DOOR W/OPENER 16'x TROLL-UP GARAGE DOOR W/OPENER 16'x TROLL-UP GARAGE DOOR W/OPENER THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, 6 — — — — — — — — — — — — — — 6 /I AND ARRANGEMENTS ARE THE INTELLECTUAL \ PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC = 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM PROJECT ONLY AND MAY NOT BE REPRODUCED, COPBUILDING PER GRADING PLAN BUILDING PER GRADING PLAN 2 THE BUILDING PER GRADING PLAN THEI XPRED OR LOANED IN PART T WHOLE WITHOUT G Q EXPRESSED WRITTEN AUTHORIZATION OF Q '01EQ. EQ. NEWFIELD DESIGN GROUP,INC. 6 3 Q1_ II 1_ II 1_ II 1_ II 1_ tl 1_ II 1_ " " 1_ 11 11 REVISIONS: z 30 58 210 38 49 21 3 0 8 3-8 210 7-2 33'-4" 01 29'-5" 01 31'-10" UNIT #7 (TYPE Dm) UNIT #8 (TYPE A) 621 UNIT #9 (TYPE Bm ADAPTABLE UNIT) NORTH q ) FIRST FLOOR AREA: 546 SF. g FIRST FLOOR AREA: 480 SF. C FIRST FLOOR AREA: 532 SF. p PORCH / PATIO: 27 SF. PORCH 1 PATIO: 32 SF. PORCH/PATIO: 33 SF. �- GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. BUILDING #3 LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. GROUND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #3 BUILDING #3 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR -- -- -- SUBTPM20738 FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: &STUCCO EXTERIOR SEE 3/A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL - � UNIT #7 -TYPE Dm: UNIT#7 -TYPE Dm: I WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACELu 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF ° PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF >250 SF BUILDING#3 _ DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF � PLAN PREPARED BY: UNIT#8 -TYPE A: I L © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF 480 SF +45 SF UNIT#8 -TYPE A: NDG /ANDY C. LIN PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION ( ) MANOLA PL. SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF [-7 LANDINGAREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n n n SHEET TITLE: THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #3 ELEVATION. UNIT#9 -TYPE Bm: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR PLAN GROUND FLOOR AREA: 577 SF (532 SF +45 SF) SECOND FLOOR AREA: 863 SF UNIT#9 -TYPE Bm: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#3 LIVING FLOOR AREA: 6,144 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,134 SF+ 1,995 SF +2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#3 GARAGE AREA: 1,200 SF TOTAL BUILDING#3 PRIVATE OPEN SPACE: 1,879 SF A6 . 1 957 SF+456 SF+466 SF) w U-) PA-DER SIZ-: ARCH ULL DL-CD D (36.00 X )4.00 IUCIICS) in PROJECT NAME: q g 94 7 s 2 ° AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 33'-4" 11 29'-5" 11 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 9'-2" 14'-3" 8'-5" 9'-2" 12'-10" 7'-5" 8'-5" 15'-3" 8'-2" ol 0207-201-11 01 4'-6" 1 EQ. 0 EQ. 01 3'-11" ol 4'-6" EQ. EQ. 2'-11" 3'-11" EQ. EQ. "3'-6 OWNER: 412 41 PEACE & JOY LLC. Q 6 „ 2' L M 4 6 4 " L !A "SL a 4 — — — S 4 0 71 o ®36"x30"SLD = 5 - x o „x 1 0 It TG. ES' ®36"x30"SLD TG. S Peace&Joy �, LLC. N EGRESS SLID co o PROJECT MANAGER: LUKE C. CHAU 6 P.O.Box 4661 CERRITOS, CA 90703 Phone: 562.897.1893 co Email: RightTimeDevelopment M. BA#1 N� o M. BA#1 a 3'-8' M. BA#1 a zo 2ND FL AREA DESIGNER: L ® 6"x30" ND M. BED RM #1 ND 0 2 FL AREA = 865 SQ. FT. M. BED RM.#1 2 FL AREA ° SLDTGhfflAAAtQ N =902 SQ. FT. =863 SQ. FT. N ■■■�� a` DEVELOPING g 32"DOOR M. BED RM.#1 32"DOOR 32"DOOR M DESIGN 24"DOOR o 4"D00 32"DOOR — — 32"DOOR 32"D00 CONSTRUCTION 3 ire 5'0, 6'-91, 1.6. 3,0„ 3 "-", Fn o SD = 3 `� S 3 = _ c� MIN. o rn — - M T _ CLEAR "' M UP UP _ UP M 24"MIN. 30'x3 " "' DESIGN GROUP, INC. 32"DOOR 5'-10" 3 11 2 1�31 OR r, r, 32"DOOR Z SLD. G c 1 2 3 4 5 6 7 — — 1 2 3 4 5 7 7 5 4 3 2 1 — CLEAR 20955 PATHFINDER RD. SUITE #100 5 — _ — 5 DIAMOND BAR, CA 91765 8 � M. WIC#1 r� 0 2 PHONE: (909) 275-8037 �j _ M. WIC#1 16 15 14 13 12 11 10 9 a, 16 15 1 13 12 11 10 9 9 10 11 12 13 14 15 16 M. WIC#1 ID _ 6 2 newfielddesigngroup@gmail.com "' 32"DOOR "' DN DN M DN „ 32"D OR m c i SD "0 6'5' 3'-3" Sp 32"D OR 3'-3" 6'-5" "' '-3" 3 3 6'-5" 3-3 SD SLOPE2 9fit ARE 19 7 T EAD @ 1" LANDING _OP TR AD @ 1" LA DING LANDI G 7 T EA S 11" STRUCTURAL ENGINEER: — — ZZS STRUCTURAL a4 - - 705 dd® CD O ® CDO ® " 3'6" 1'6" ENGINEERING LLC N N U 2 - 1 O 6.21 co 90 15 3'-8"oLO 6.3 2376 CHALYBE TRAIL, a� �, - az w BIRMINGHAM, ALABAMA 35226 0 BA #2 32"DOOR BA #2 32"DOOR BED RM.#2 O N BA #2 32"DOOR E Cell: (205)212-0861 w L' Email:zzsstructural.com N ®36" 30"SLD 15 15 B D M. rn N TG. N MIN. MIN. 2'7" WIC 0' 3 ' S 9 30"x30" LD.TG = 9 3 " L 9 0" 3 ' LD. _ 30"BI-F 30"BI F L D00 BED RM.#2 Q. EQ �4'-0"� DO 16'-0" E E Q 30"BI-FO 4'7" 15'-5" I D00 CD —00 - S P 4 llll �YJ��CD 60"PATIO SLID DOOR I ----- ----- zl L R I 0 0 P 4/1 0 0 R A O VE D o 9 80 S A ONQL 59 S41 9THIS DRAWINGS SPECIFICATIONS IDEAS,DESIGNS, _ AND ARRANGEMENTS, ARE THE IN,TELLECTUAL w 6 3'6"HT LOW WALL 3'-6"HT LOW WALL 3'6"HT LOW WA ILL 3'-6"HT LOW WAL 3'-6"HT LOW WALL 3'-6"HT LOW WAL 3'-6"HT LOW WALL 3'-6"HT LOW WALL 6 PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT 2'-10" 5'-2" 2'-10" 4'-0" 7'-0" 4'-0" 2 5'-2" 5'-2" THE EXPRESSED WRITTEN AUTHORIZATION F Q 1'-6" OPENING '-0' PENING PER ELEV. '-0' OPENING 1'-6" 2'-0" OPENING OPENING PER ELEV. OPENING 2'-0" 6.3 2'-0" PENING PER ELEV. 1'-6" PENING PER ELEV. 2'-0" NEWFIELD DESIGN GROUP,INC. w10 1 PER ELEV. PER ELEV, PER ELEV. PER ELEV. Q 3'-0" 5'-8" 15'-10" 5'-2" 3'-8" 4'-9" 21'-0" 3'-8" 3'-8" 15'-10" 5'-2" 7'-2" REVISIONS: z11 11 11 33'-4" 01 29'-5" 01 31'-10" L_ UNIT #7 (TYPE D) UNIT #8 (TYPE A) 621 UNIT #9 (TYPE Bm ADAPTABLE UNIT) NORTH q SECOND FLOOR AREA: 902 SF. g SECOND FLOOR AREA: 865 SF. C SECOND FLOOR AREA: 863 SF. D BALCONY: 59 SF. BALCONY: 80 SF. BALCONY: 59 SF. BUILDING #3 SECOND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #3 BUILDING #3 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 31A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL Q UNIT #7 -TYPE Dm: UNIT#7 -TYPE Dm: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o a L�jT��r 1 HOUR FIRE-RESISTIVE WALL 2x STUD W/518" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF > 250 SF BUILDING#3 DETAIL 11A10.1 ORIGINAL DRAWING PREP. J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a F / > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF � PLAN PREPARED BY: UNIT#8 -TYPE A: © ( )STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF 480 SF +45 SF UNIT#8 -TYPE A: NDG /ANDY C. LIN PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3181' SECOND FLOOR AREA: , DIMENSION 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL.HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n SHEET TITLE: THE DIRECTION OF TRAVEL OF NOT LESS THAN 36'. SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #3 ELEVATION. UNIT#9 -TYPE Bm: TOTAL PRIVATE OPEN SPACE: 456 SF SECOND FLOOR PLAN GROUND FLOOR AREA: 577 SF (532 SF +45 SF) SECOND FLOOR AREA: 863 SF UNIT#9 -TYPE Bm: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SF TOTAL BUILDING#3 LIVING FLOOR AREA: 6,144 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,134 SF + 1,995 SF + 2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#3 GARAGE AREA: 1,200 SF TOTAL BUILDING#3 PRIVATE OPEN SPACE: 1,879 SF A6 . 12 957 SF +456 SF+466 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: q B 94 7 s 2 ° AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 33'-4" 29'-5" 31'-10" 01 RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 3'-6" 8'-8" 6'-1" 1 5'-1" 8'-2" 21'-3" 15'-1" 6'-1" 8'-8" 2'-0" 0207-201-11 -0" 7'-211 V, 2'-111/2" 4'-6" 41_6" '-0" 6'-811 " 7'-5" 4'-6" 1 4'-6" 4'-611 2'-111/2" " 71_2"OPENING PER ELEV. loOPENING PER ELEV. lo loOPENING PER ELEV. OWNER: PEACE & JOY I.I.C. a 4 — — — — — M w 5 !2 7 48"x36"SLD 4� LDPeace& fo 07 48x36 SLD 0 LLC. y N q = PROJECT MANAGER: LUKE C. CHAUL A `V o w P.O.Box 4661 CERRITOS, CA 90703 C E _ C J Phone: 562.897.1893 00 Z J 0 E AL N 2"DOOR M AL N N M732° 3 N CD Email: RightTimeDevelopmentcv z w ORw I 2 S 4 2 14'-l" O S 1 1 2' 0" `" z @gmail.com% _ I'llx D G 3 ' 0 S 3 ' D RIDGE _ `6 32"DOOR BED RM. #3 32"DOOR — a BED RM. #3 0 DESIGNER: zo z¢ 6 4" 2'10" 20'-3" z¢ a� c0 uj a� RIDGE T� N BA #3 �, a ® 32"D OR M E OF =0BA #3 N �T 512 R11 0 48"CLOSET 48"CLOSE zo `¢' SLIDDOOR 3RD FL AREA SLID DOOR , • Q ® o BA #3 _ 42"HT LOW WALL o ® DEVELOPING ® 4 -605 SQ. FT. 1'S" 3 6' ® 3 O O 8"CLOSE GUARDRAIL 15"n15" DESIGN IN. MI T� LD DOOR MIN. MIN. G CONSTRUCTION -9" a a 2'_ 3'_6" 1 15' 15' 9!� o NEWFIELD L a, � _ _ SD MIN. MIN. � _ Q M �J °cLosE M o �; 48"CLos MI ° M DESIGN GROUP, INC. �; LD DOOR 15"�15" 8'-3" 3'-3" SLID D00 (SI c J ® 1 2 3 4 5 6 7 1 20955 PATHFINDER RD. SUITE #100 ° MIN. MIN. r. E 5 _ 32"DOOR — — — 5 DIAMOND BAR, CA 91765 32 DOOR 15 14 13 12 11 10 9 8 ® 15"15" 1 1 1 1 11 1 9 9 10 11 12 13 14 15 BA4 2 PHONE: (909) 275-8037 _ = MIN. MIN. _ _ _ ® a 6.2 newfielddesigngroup@gmail.com E` o 3RD FL AREA DN 5'6" 3'-3" ° M SD 32"DOOR D 5'6" M 3'3" 3'3"M 5'6" IDN 3RD FL AREA 3z"DOOR 6 o c' TR AD 1' LANDING STRUCTURAL ENGINEER: =641 SQ. FT. @ctr - 6 REA S 11" L NDING LANDING 6 T EA S @ 11" =575 SQ. FT. LO 32"DOOR f T o ZZS STRUCTURAL L9 0 42"HT LOW WALL SLID DOOR O OZ42"HT LOW WALL 10"CLOSET 2'0" S TEE <<F` ENGINEERING LLC N GUARDRAIL 3'_6„ GUARDRAIL 1 'o 2 o � 6.3 2376 CHALYBE TRAIL, a� 6.21 0 ® ® BA #4 BIRMINGHAM ALABAMA 35226 0 ti a 32"DOOR co M BED M. 3 w FT / G OE ROOM o Cell: (205)212-0861 GYM o Email:zzsstructural.com N — 3 L 3 L N N E 4 = = Q E M M 60"PATIO SLID DOOR = c� � q o - o V D 00 oO (D B - 47 ----- ----- NI 60" TIO D 0" 10 SL 0 z " b01A WAIL—_ C? B 0 o V D Y o 59 F THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, ARRANGEMENTS INTELLECTUAL w 6 3'6"HT LOW WALL 3'6"HT LOW WALL 3'6"HT LOW W L 3'6"HT LOW WALL 3'6"HT LOW W LL 6 PROPER Y OF NEWF ELD DES GN GROUP NC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q 2 THE EXPRESSED WRITTEN AUTHORIZATION OF Q 2'-0" 5'-2" 1'-6" 5'-2" 2'-0" 4'-9" 3'-5" 3'-4" 7'-6" 3'-4" 6.3 1'-6" 2'-10" '-0' 5'-2" '-0' 2'-10" 1'-6" NEWFIELD DESIGN GROUP,INC. w OPENING PER ELEV. OPENING OPENING PER ELEV. OPENING Q 3'-0" 5'-8" PER ELEV. 15--10" PER ELEV. 5'-2" 3'-8" 8'-2" 14'-2" Ilk 3'-5" Ilk 3'-8" 1, 3'-8" PER ELEV. 15-10" PER ELEV. 5'-2" 1 5'-8" 1'-6" REVISIONS: z11, 33'-4" 29'-5" 31'-10" L_ UNIT #7 (TYPE D) UNIT #8 (TYPE A) 621 UNIT #9 (TYPE Bm ADAPTABLE UNIT) NORTH q THIRD FLOOR AREA: 641 SF. B THIRD FLOOR AREA: 605 SF. OC THIRD FLOOR AREA: 575 SF. D BALCONY: 91 SF . BALCONY: 77 SF. BALCONY: 91 SF. BUILDING #3 )s THIRD FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #3 BUILDING #3 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 3/A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL � UNIT #7 -TYPE Dm: UNIT#7 -TYPE Dm: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE L o a L�jT��r 1 HOUR FIRE-RESISTIVE WALL 2x STUD W/518" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF > 250 SF BUILDING#3 DETAIL 11A10.1 ORIGINAL DRAWING PREP. J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a / > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF � PLAN PREPARED BY: UNIT#8 -TYPE A: © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF 480 SF +45 SF UNIT#8 -TYPE A: NDG /ANDY C. LIN PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 318", DIMENSION ( ) MANOLA PL. SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF ❑� LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n SHEET TITLE: THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #3 ELEVATION. UNIT#9 -TYPE Bm: TOTAL PRIVATE OPEN SPACE: 456 SF THIRD FLOOR PLAN GROUND FLOOR AREA: 577 SF (532 SF +45 SF) SECOND FLOOR AREA: 863 SF UNIT#9 -TYPE Bm: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SF TOTAL BUILDING#3 LIVING FLOOR AREA: 6,144 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,134 SF + 1,995 SF + 2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#3 GARAGE AREA: 1,200 SF TOTAL BUILDING#3 PRIVATE OPEN SPACE: 1,879 SF A6 . 13 957 SF +456 SF+466 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: A B C ° AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 941-7" RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 0207-201-11 OWNER: PEACE & JOY LLC. a 4 — — — — — ff II ffl 1) — 4 0 IFPeace&Joy N 7s - - - - - - - - - - - - - - - - -N - - - - LLC. N PROJECT MANAGER: LUKE C. P.O.Box 4661 CERRITOS, CA 90703 3 Phone: 562.897.1893 co w- Email: RightTimeDevelopment NI Em 7 RIDGE RIDGE DESIGNER: `� U �e �■ I`�W GSZ tAt 11E ICI Q E51 LIE �.Q Q� DEVELOPING 3 JQ ti� RIDGE <<F` DESIGN CONSTRUCTION 0 �Q NEWFIELD RIDGE DESIGN GROUP, INC. 20955 PATHFINDER RD. SUITE #100 E 5 — 5 DIAMOND BAR, CA 91765 2 PHONE: (909) 275-8037 6 2 newfielddesigngroup@gmail.com � STRUCTURAL ENGINEER: LCIPE- ZZS STRUCTURAL 0 N ENGINEERING LVIOL LC "63 2376 CHALYBE TRAIL, a� 6.21 � o BIRMINGHAM, ALABAMA 35226 0 Cell: (205)212-0861 w CD 0 Email:zzsstructural.com N o — — 0 � (w O z Q � o THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL 6 6 PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q 2 THE EXPRESSED WRITTEN AUTHORIZATION OF Q 6.3 NEWFIELD DESIGN GROUP,INC. Q 33'-4" 29'-5" 31'-10" REVISIONS: z w UNIT #7 (TYPE D) UNIT #8 (TYPE A) UNIT #9 (TYPE Bm ADAPTABLE UNIT) 1 (�:LNORTH 6.21 A B C D BUILDING #3 ROOF PLAN PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, a -- -- -- --\ SUBTPM20738 p \ uj m LLB Q 0 o O PLOT DATE: 8/7/2024 3:54 PM w 'g; � BUILDING#3 _ ® ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: n � nnn BUILDING #3 ROOF PLAN SHEET NUMBER: A6 . 14 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE c� 8626, 8642, &8644 ARROW ROUTE, c\1 x 0 RANCHO CUCAMONGA, CA c� (0 APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 0207-201-11 A OWNER: PEACE & JOY I.I.C. 12 12 bI 5 T.O.PL. +27.00 U-) It Peace&Joy 'HEAD I N LLC. cq F-1 PROJECT MANAGER: LUKE C. CHAU CID Ll U P.O.Box 4661 CERRITOS, CA 90703 bo C? 7 E � I- 0? Phone: 562.897.1893 CD 00 Email: RightTimeDevelopment 9 12 cql @gmail.com 12, LOFT FF. +19.00 ------------44- DESIGNER: t5 - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- HEAD I F I co DEVELOPING DESIGN C? CONSTRUCTION 0 ao —————- 0? IF'—] F 2 �.o — NEWFIELD FTI-F DESIGN GROUP, INC. <1 12 12 4 14 20955 PATHFINDER RD. SUITE #100 0 E DIAMOND BAR, CA 91765 - - - - - - - - PHONE: (909) 275-8037 — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — newfielddesigngroup@gmail.com 0 HEAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL ENGINEER: o ZZS STRUCTURAL ENGINEERING LLC C? JC JC e � � � 71 � � � E = EE = 2376CHALYBETRAIL, 01E E E 1 E L - - BIRMINGHAM, ALABAMA 35226 0 � � ElElElLlEl EElElElElaE] Cell: (205)212-0861 1ST F.F. ±0.00 F-1 F-1 F-1 11 E-] L-1 L-1 Email:zzsstructural.com , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - PROPOSED GRADE PER GRADING PLAN D r CD BUILDING #3: EAST ELEVATION 00 C I D SCALE: 114"=1'-0" THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT - - - - - - - - - - - - - - - -12 - - - - - -- — — — THE EXPRESSEDWRITTENAUTHORIZATIOIN F 5 F-- NEWFIELD DESIGN GROUP,INC. LLJ REVISIONS: LO Li-j T L. +27.00.O.P -- - - - - - - - - - - - - - - - - v 1 - HEAD C? 12 5 12 FF. +19.00 5 -- - - - - - - - - - PLAN CHECK NUMBER: - - - - - - - - - - - - - - - - - - - - -- - - - - - - INDEX MAP DRC2023-001131, HEAD SUBTPM20738 co bo ui 0 C? 1-- zo =D 2 PLOT DATE: 8/7/2024 3:54 PM LLJ 12 12 0 - BUILDING#3 - LLJ 41 C-) - ® 44 ORIGINAL DRAWING PREP. L-j 0 n- 12 DATE: 4/4/2023 F-+2-0- 4F-- T.O.PL. - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - PLAN PREPARED BY: HEAD NDG /ANDY C. LIN [77 F-1 F-1 SHEET TITLE: BUILDING #3 C? Q? Fl- NORTH ELEVATIONS (1 ) �11ST FF. ±0.00 - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - PROPOSED GRADE SHEET NUMBER: PER GRADING PLAN 5 6 BUILDING #3: SOUTH LEVATION A6 . 21 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE c� 8626, 8642, &8644 ARROW ROUTE, c\1 x 0 RANCHO CUCAMONGA, CA c� (0 APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - 0207-201-11 OWNER: u') 12 - - - PEACE & JOY I.I.C. < bi 12 5 (0 T.O.PL. +27.00 HEAD Peace LLC. Dy c*4 PROJECT MANAGER: LUKE C. CHAU c.0 C? P.O.Box 4661 CERRITOS, CA 90703 bo C? Phone: 562.897.1893 co Email: RightTimeDevelopment 9 't b 1 12 12 15 @gmail.com cql LOF FF. +19.00 DESIGNER: - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD co DEVELOPING DESIGN C? CONSTRUCTION 0 o? NEWFIELD DESIGN GROUP, INC. 12 20955 PATHFINDER RD. SUITE #100 0 E F DIAMOND BAR, CA 91765 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - PHONE: (909) 275-8037 --— - - - - - - - - - - - newfielddesigngroup@gmail.com 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - HEAD ZzS STRUCTURAL Lu ENGINEERING LLC a) CID 2376 CHALYBE TRAIL, ui BIRMINGHAM, ALABAMA 35226 Cell: (205)212-0861 1ST F.F. ±0.00 z - - - - - - - - - - - - - - - - - L==�� IL------- Email:zzsstructural.com PROPOSED GRADE PER GRADING PLAN D c B r CD BUILDING #3: WEST ELEVATION 00 C I D SCALE: 114"=1'-O" THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSEDWRITTENAUTHORIZATIOIN F NEWFIELD DESIGN GROUP,INC. 12 LO b I - 12 Ib T.O.PL. +27.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD T- C? C? 12 LOFT FF. +19.00 y b PLAN CHECK NUMBER: - - - - - - - - - - - - - - - - - - - - INDEX MAP DRC2023-001131, HEAD SUBTPM20738 co -c 00 Lu C? PLOT DATE: 8/7/2024 3:54 PM L-i 0 2 BUILDING#3 L-i C-) 12 ORIGINAL DRAWING PREP. L�j 0 n- 41 12 DATE: 4/4/2023 F-+2-GO- - - - - - - - - - - - - - - - - --% ----— - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN PREPARED BY: HEAD - - - - - - - - MANOLA PL. NDG /ANDY C. LIN SHEET TITLE: C? BUILDING #3 C? F�- NORTH ELEVATIONS (2) 1ST F.F. ±0.00 - - - - - - - - - - - - - - - L - - - - - - - - - - - ca PROPOSED GRADE PER GRADING PLAN SHEET NUMBER: 6 5 4 BUILDING #3: NORTH ELEV ION A6 . 22 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 — — — — — 0207-201-11 OWNER: i �_� - PEACE & JOY I.I.C. T.O.PL. +27.00 HEAD ePeace&,loy N LC. N C PROJECT MANAGER: LUKE C. CHAU co P.O.Box 4661 CERRITOS, CA 90703 °° °° Phone: 562.897.1893 CD Email: ightTimeDevelopment 4 n - cq @gmail.com �l BA#4 B `° LOFT FF.+19.00 — — c� 14 — — — — — 15 14 - - - - - - - - - - - - - - - - - - -14 15 _ G` DESIGNER: AAAA - - - - - - 13- - - - - - - - - 1's - - - - - - - - - - - - - - - - -4 12 12 12 Q mm MWARAtI-1E U HEAD - ` co1 1 0 DEVELOPING 9 8 9 8 B 9 DESIGN 7 CONSTRUCTION C? 7------J ------J L------- ao 6 6 6NEWFIELD 3 � 5 5 5 4 4 4 QI 3 3 3 DESIGN GROUP, INC. IC#I 1 IC# 1 1 M. 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Q — — — — — — THE EXPRESSED WRITTEN AUTHORIZATION OF Q NEWFIELD DESIGN GROUP,INC. Q = 512 REVISIONS: w LO 12 5` �5 T.O.PL. +27.00 HEAD — C? WALL MIN.HT.LOW C WALL GUARDRAIL BED RM.#3 GYM 12 LOFT FF. +19.00 I I 1 5 PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, HEAD M a -- -- -- --\ SUBTPM20738 p \ m LLB O r b ui o u — — — PLOT DATE: 8/7/2024 3:54 PM BUILDING _ 1 L�j 12 I _ I 12 � ® ORIGINAL DRAWING PREP. n- 41 M. BED RM.#I - - - RA#2 14 p z DATE: 4/4/2023 — — a — — — — — — — — — Q - - - — - - - - - - — - - - - - - - _ PLAN PREPARED BY: Jo NDG /ANDY C. LIN HEAD — — — — — MANOLA PL. SHEET TITLE: n nn �� n BUILDING #3 NORTH SECTIONS 1ST F.F. ±0.00 KITCHEN — — — LAUNDRY STORAGE PROPOSED GRADE-' PROPOSED GRADE PER GRADING PLAN P° PER GRADING PLAN SHEET NUMBER: 4 5 6 BUILDING #3 SECTIO B-B A6 . 31 w 2 SCALE: 1/4"=1'-O" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: 93'-1" 7.2 �.3 = AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 31'-10" 29'-5" 31'-10" 01 RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ "' 9'-2" 22'-8" 01 9'-2" 20'-3" 23'-8" 8'-2" 01 0207-201-11 4'-6" 01 T-1 1/2" 01 01 5'-0" 01 01 4'-6" ol 6'-5" 01 5'-0" 01 5'-0" 8'-1 1/2" 01 3'-6" STEPS PER 13 S EPS PER STEP PER OWNER: RADING PLAN GRP DING PLAN GRADIN3 PLAN 7 T.0, PEACE & J OY L LC. z z 7 o z T-0" q z o, o a 7.5" 5 7.5" 7 7.5" � 4 _ _MAX 4 "x48"SLD MAX _ _ 20 8"x48"SLD 048"x48"SLD _ MAX 4 M C ti C? 60"PATIO 60"PATIO 60"PATKT oIt SLID DOOR Z L -1 L — — SLD DOORL c� ` ' 10 60"x60"SLID — an] 1�60"x 0"SLD SLD DOOR — 1�60" 60"SLID Peace&Joy N LLC. o C C rl- PROJECT MANAGER: LUKE C. CHAU ` P.O.Box 4661 CERRITOS, CA 90703 KITCHEN KITCHEN KITCHE - Phone: 562.897.189300 0 DINING ,I DINING F '-' 5'-0" 2'-6° DININGEmail: RightTimeDevelopment IVING RL 2' " 5'o" 4 LIMN 2'-6" 5'-0" 4 LIVING R _ o @gmail.com - DROPPED RM. Ll o IE A DESIGNER: 1ST CEILING 6'11" 4'-3" 2'-11" 8'-5" 5'-11( M 6'-11" FRIDGE 1 FL AREA ABOVE J�ROPPED539 SQ.FT. ° ° ST DROPPED CEILING ��ARAtQ L J1 FL AREA CEILING — — J ABOVE 1ST FL AREA ■ DEVELOPING 21 6'-8" 2'-11" 8'-5" 5'-11" o FRIDGE =48O $Q. FT. ABOVE o 1=RtBG 3'-3" 5'6" SD CM =494$Q. FT. 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I I W I I I I 15" 15" = 7.2�i ENGINEERING LLC I I I I PAY MAX. LA NDRY I I I I LAUNDRY I I I I MIN. MIN. O R 2376 CHALYBE TRAIL, M CPOE H `� 3 SF p OVERE I 3 p o I I I I — — _ BIRMINGHAM, ALABAMA 35226 w 8 SF Q I I I I 4 PORC - I I 32 20'o° I I 3'8° N W STEPS PER Cell: (205)212-0861 II I N I �,-CAR GARAIGE I I 2�AR GARAE I GRADING PLAN N Email. zzsstructural.com -CAR GARAGE 20'x2O' 4'-0" 1 STEPS PER _ _ _ _ _ _ _20 X20_ _ _ _ _ _ _ 1 3 GRADING PLAN I 20'X20' I I — I I I I F- PEREELEV.01 5'-0" 3'-8"x 5'-11"x 8'-0" 3'-8"x 5'-11"x 8'-0" I I I I p C9 OPENING _ �- - - - - - - - - - - - - � - - STEP PE — _ _ _ � - - - — - - 174CFSTORAGE PER ELEV. 7 174 CF STORAGE GRADING PLAN F- 1% I I 0 I I 1% I I (22 SF) OPENING I I SLOPE I I (22 SF) I I 1% 0 L? SLOPE 4 I I SL PE I I 1 0 I I I I I I I I 4I Io = n 1 I L J L J I� WH II I I I I I II 16'x TROLL-UP GARAGE DOOR W/OPENER 0 WING WALL W/ A/C �� L L L WH A/C 3'9"OPENING L -A L � WH - _ i 6A) ER ELEV. 16'x TROLL-UP GARAGE DOOR WI OPENER — — 16'x TROLL-UP GARAGE DOOR WI OPENER _ THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, P _ _ _ _ 5% SLOPE AWAY FROM � r AND ARRANGEMENTS ARE THE INTELLECTUAL 6 1 BUILDING PER GRADING PLAN �6 % PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC = 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM PROJECT ONLY AND MAY NOT BE REPRODUCED, COPIEDHOUT BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN THE EXPRESSOR ED ITTENAUN PART RW RATIOOLE OF Q THE EXPRESSED WRITTEN AUTHORIZATION OF Q 2'-6" 16'-0" 2'-6" 2'-6" 16'-0" 2'-6" 2'-6" 16'-0" 2'-6" NEWFIELD DESIGN GROUP,INC. 11 11 Q 7'-2" 21'-0" 3'-8" 4'-9" 21'-0" 3'-8" 21'-0" T-8" 5'-8" 1'4' REVISIONS: z10 31'-10" 29'-5" 31'-10" UNIT #11 (TYPE A) UNIT #12 (TYPE Em) z NORTH UNIT #10 (TYPE C1 ) E ) FIRST FLOOR AREA: 539 SF. F FIRST FLOOR AREA: 480 SF. 1 G FIRST FLOOR AREA: 494 SF. 7 31/ I H PORCH/PATIO: 28 SF. PORCH / PATIO: 32 SF. 7.21 PORCH/PATIO: 21 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. BUILDING #4 LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 26 SF. GROUND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #4 BUILDING #4 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR p -- -- -- SUBTPM20738 FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: &STUCCO EXTERIOR SEE 3/A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL - � I WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE UNIT#10-TYPE Cl: UNIT#10-TYPE Cl: ui 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 584 SF (539 SF +45 SF) GROUND FLOOR PORCH/PATIO: 28 SF ° PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 918 SF GROUND FLOOR POS: 312 SF >250 SF _ BUILDING#4 DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,077 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 490 SF � PLAN PREPARED BY: UNIT#11 -TYPE A: 777777 1 L PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#11-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION MANOLA PL. SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF SHEET TITLE: HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF ❑� LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #4 ELEVATION. UNIT#12-TYPE Em: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR PLAN GROUND FLOOR AREA: 520 SF (494 SF +26 SF) SECOND FLOOR AREA: 829 SF UNIT#12-TYPE Ew THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 58 SF > 150 SFTOTAL BUILDING#4 LIVING FLOOR AREA: 5,892 SF THIRD FLOOR BALCONY: 113 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,077 SF+ 1,995 SF + 1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#4 GARAGE AREA: 1,200 SF TOTAL BUILDING#4 PRIVATE OPEN SPACE: 1,407 SF A7 . 1 1 (=490 SF+456 SF+461 SF) w U-) PA�CR SIZ-: ARCH ULL DL-CD D (36.00 X )4.00 IUCIICS) in 1 PROJECT NAME: E F 93 1 72 73 " AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X '0131'-10" 29'-5" 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 9'-2" 14'-3" 8'-5" 9'-2" 0 12'-10" 7'-5" 0 23'-8" 11 8'-2" 0207-201-11 a 4'-6" op EQ. EQ. op 3'-11" 4'-6" EQ. EQ. 2'-11" 4'-11/2" T-81/2" 4'-11/2" 3'-6" OWNER: 11 C7 0 o PEACE & JOY LLC. 2' D "77 " a 4 — — — - EGRESS LD 0 EG D x 2' SLD — co ss 4 00 o ®36" 30"SLID - 5 x o It TG. ®36"x30"SLD TG. ®36"�30"SLID TG. `�' Peace&Joy N LLC. N O EGRESS LD Z co 2 "MIN. PROJECT MANAGER: LUKE C. CHAU \ ® �, e CLEAR ° z 3 1 P.O.Box 4661 CERRITOS, CA 90703 ® ° Phone: 562.897.1893 00 M. BA Email: RightTimeDevelopment 9 ® o N ® ND ® g 36"x30" o @gmail.com a� M. BA#1 0 o M. BA#1 ND 2 FL AREA o SLD TG. b ® 2ND FL AREA 2 FL AREA M. BED RM 1 =829 SQ. FT. DESIGNER: U M. BED RM.#1 SLD7 o =918 SQ. FT. = 865 SQ. FT. �frf ARAtIC1 ■ a` �" 2 32"DOOR M. BED RM.#1 32"DOOR } 4'6" 32" OR 2° DEVELOPING 3 c� V21 D DESIGN o uu Lo 24"DOO — —_ C UP M CONSTRUCTION 0 S M 32"DOOR 32"DOOR NEWFIELD Q 5'0" 32' DOOFV- " 32"DOOR n n� SD 3 N 3 7 5 4 3 2 1 `" L� L 9 _ _ uuuu 30"x IN. M M UP %„ 32"DOOR uP - A DESIGN GROUP, INC. `M M o SLD.T 32"DOOR 1 5-10 3-11 2 10 co 8 c CLEAR 9 10 11 12 13 14 15 16 0 5 — - 1 2 3 4 5 7 — — 1 2 3 4 5 7 LA M. WIC#1 _ 20955 PATHFINDER RD. SUITE #100 M M DIAMOND BAR, CA 91765 DN 32"DOOR Ln n n�L nn �jn �jM. WIC 1 3'3" 6'5" ' Dlu}u}iul u{{u}�lul}uHul Itu}u{Il�f}lul}uflu}lul PHONE: (909) 275-8037 cj 1 1 1 1 1 11 1 - 16 15 14 13 12 11 10 9 WIC#1 � � � � LANDING TR AD @ 11" I newfielddesigngroup@gmail.com 0 0 32"DOOR ON ON C co M � BURR M SID 3'3 6'.5" 3'-3° SD 32"Do 3.3 6'5" "'3'.3" `6 TR AD @ 1 LANDING TR AD @ 1" LA DING NN COBA #2 0" 3'4" l'-6" 5'-5" STRUCTURAL ENGINEER: o 5" 1 IL — — , 2 ZZS STRUCTURAL o Il MO . 1 6" ® 1'-6" 3'-6" O O ® ® O O %1.22 ENGINEERING LLC U N 32"DOOR o a' ® 2'.5" r5l� 2376 CHALYBE TRAIL, a� `o o z BA #2 BIRMINGHAM ALABAMA 35226 0 ® w O BA #2 32"DOOR O BED RM.#2 _ w * N 32"DOOR BED RM.#2 = Cell: (205)212-0861 BED RM.#2 Email:zzsstructural.com c� ®36"x3 "SLD.TG 15" ° M ° 1 �, z = 24"MIN. 1 7•3 EQ. EQ. UhlMIN. CLEAR S G OSGR A7.3�,; 30' 0"S 9 WNW" LD.TG 9 3 ' 3 " L 3 x 0" 30"B D 30"BI-F -I ICD 0 _ E EQ. EQ �; DO c0 �3 4" 16'-8" - 4'0" 16'0" _ zo C nn - 1 00 I� 60" 10 S D00 o u u 60"PATIO SLID DOOR q NI "P TI S 8 z o VE D o 0 RED BAL 0 _ A59 S IN80 S o 3'-6"HT LOW WALL 3'-6"HT LOW WALL = BA THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, N - AND ARRANGEMENTS ARE THE INTELLECTUAL LLJ� 6 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WAL 3'-6"HT LOW WALL 3'-6"HT LOW WALI 6 PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT 4'-0" 7'-0" 4'-0" THE EXPRESSED WRITTEN AUTHORIZATION OF Q 2'-0" 5'-2" 1'-6" it 5'-2" 2'-0" 2'-0" OPENING OPENING PER ELEV. '_ " OPENING 2'-0" '-101/2' 5'-2" 1'-6" 5'-2" 1 -101/2' NEWFIELD DESIGN GROUP,INC. Q OPENING PER ELEV. OPENING PER ELEV. PER ELEV. PER ELEV. OPENING PER ELEV. OPENING PER ELEV. 7-2 5-2 15 10 3-8 4-9 21 0 3-8 5 5 15 7 31-811 5-8 1 6 REVISIONS: z 31'-10" 29'-5" 31'-10" 01 L� UNIT #10 (TYPE Cl )- UNIT #11 (TYPE A) UNIT #12 (TYPE Em) NORTH E SECOND FLOOR AREA: 918 SF. F SECOND FLOOR AREA: 865 SF. 1 G SECOND FLOOR AREA: 829 SF. 7 3 H BALCONY: 59 SF. BALCONY: 80 SF. 7.21 BALCONY: 58 SF. BUILDING #4 SECOND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #4 BUILDING #4 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 31A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL o UNIT#10 -TYPE Cl: UNIT#10-TYPE Cl: I WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o PLOT DATE: 8/7/2024 3:54 PM 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 584 SF (539 SF +45 SF) GROUND FLOOR PORCH/PATIO: 28 SF ZD i > ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 918 SF GROUND FLOOR POS: 312 SF > 250 SF 0 _ BUILDING#4 DETAIL 11A10.1 ORIGINAL DRAWING PREP. i J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF o a / > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,077 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 490 SF � PLAN PREPARED BY: UNIT#11 -TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#11-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3181', DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #4 ELEVATION. UNIT#12-TYPE Em: TOTAL PRIVATE OPEN SPACE: 456 SF SECOND FLOOR PLAN GROUND FLOOR AREA: 520 SF (494 SF + 26 SF) SECOND FLOOR AREA: 829 SF UNIT#12-TYPE E:m: THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 58 SF > 150 SF TOTAL BUILDING#4 LIVING FLOOR AREA: 5,892 SF THIRD FLOOR BALCONY: 113 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,077 SF + 1,995 SF + 1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#4 GARAGE AREA: 1,200 SF TOTAL BUILDING#4 PRIVATE OPEN SPACE: 1,407 SF A7 . 12 (=490 SF +456 SF+461 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 1 PROJECT NAME: E F 93111 1 72 73 H AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, CD X 31'-1Oil ol 29'-5" 31'-1Oil RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-10/ M 2'-0" 8'-8" ol 6'-1" 15'-1" 8'-2" 21'-3" 17'-6" 6'-2" 8'-2" 01 0207-201-11 '-0" 71_2" " 2'-11112" 4'-6" 4'-6" '-0" 6'-8" " 7'-5" 4'-6" 4'-11/2" " 4'-8" OPENING PER ELEV. OPENING PER ELEV. OPENING OWNER: PER ELEV. PEACE & JOY LLC. 4 — — — — 4 M ED o 0 9N `" � Peace&Joy N - - - MX'3 LLC NSt o O7 48"x36"SLID 07 48"x36"SLD o 00 3'6' HT 0 WA L L A L D 7 " 3 " L 1 `V 3 1 PROJECT MANAGER: LUKE HAU o JED CLOSET o Pho Bo 562 897 E89 ITOS, CA 90703 0 00 M CV z J 0 E A ON 32' DOOR CAL E N °DOOR N DOOR CA E N ' g p sLD Email: Ri htTimeDevelo ment O `" 99 a`l' 2 S TG T-9" 2'-10' 14' " 3 0 S S GYM w M o @gmail.com J W NI co -ftj a? L a 32"DOOR J RIDGE Z DESIGNER: 10 5'-4" 2'-10" 20'-3" z ui w M 14' 1" 2' 9" o ._ T� v M TI W GR G� I U "' BA # 48"CLOSET � ® 32"D OR M E OF 32' DO g 0" TG zo SLID DOOR BED RM. #3 3RD FL AREA = 2 o BA #3 _ 42"HT LOW WALL7 DEVELOPING ® -605 SQ. FT. 3 3'6' 1 5' GUARDRAIL 3 3 4'-7" DESIGN IN. MI 8"CLOSE LANDING TREADS @ 1" 3RD FL AREA G9 o LD DOOR �� CONSTRUCTION 5° 1 T1- M =471 SQ. FT. 3 DOOR ® a �� , o SD - - _ — 5A NEWFIELD L, 7 6 5 4 3 2 1 /1 M 6'g o CLOSE SD M o M4 Q M I LD DOOR �..� ,_ „ DESIGN GROUP, INC. �, 1 2 3 4 5 6 7 ® M N. M N_ 8 3 3'3" 1 2 3 4 5 6 7 9 10 11 12 13 14 5 - 20955 PATHFINDER RD. SUITE #100 5 32"DOOR - DN o o `' DIAMOND BAR, CA 91765 BA #4 15"15" M PHONE: (909) 275-8037 15 14 13 12 11 10 9 1 14 13 12 11 10 9 CIO = a _ ® MIN. MIN. IN. newfielddesigngroup@gmail.com o `-'' ° ® 32"DOOR 3RD FL AREA DN M q = M SD 32"DOOR D M 32"DOOR G� = 575 SQ. FT. 5 6 3 3 5 6 3-3 F` STRUCTURAL ENGINEER: 61TRE DSI@lf' UNDING 6 REA S 11" L NDING ® 2 ZZS STRUCTURAL a °11 C °SE O O 7.2 ENGINEERING LLC S •T 2 6 � N SLD 0-6 A #3 01 5 32"D09 5„ 2376 CHALYBE TRAIL, a ��, ® ® BA #4 M - _ BIRMINGHAM, ALABAMA 35226 0� JQ� 32"DOOR M M BED M. 3 0 24"MIN. o BED RM. #3 N = w ° Or CLEAR Cell: (205)212-0861 Email:zzsstructural.com 0 N 1 N GYM G ' 0" CLO ET 1 7.3 E . L ' Q 4' Q SLD DOOR — A7.3 M M 60"PATIO SLD DOOR I It� q o - )ID V D 00 B C AT D R 47 NI 0 L; 5 6 z _ C B o — 6A 5 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WALL = Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE UAL 6 PROPERTY OF NEWF ELD DESIGN GROUP,LLJ INC. c� 3' "HT LOW WA L 3'-6"HT LOW WALL 3' "HT LOW WA L THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF 2'-10" '-0' 5'-2v' '-0' 2'-10" 1'-6" 4'-9" 3'-5" 3'-4" 7'-6" 3'-4" '-41/ " 2'-10" '-0" 5'-211 -0" " 1 2'-10 '-41 " NEWFIELD DESIGN GROUP,INC. w PENING PER ELE OPENING PER ELEV. 1 PENIN OPENING PER ELEV. PENIN Q 3'-5" 3'-9" 5-2" PER ELEV. 15-10" PER ELEV. 3'-8" 8'-2" 14'-2" 3'-5" 3'-8" 5'-5" PER ELEV. 15'-711 PER ELEV. 3'-8" 71_2" REVISIONS: z 31'-1Oil 29'-5" 31'-1Oil L_ UNIT #10 (TYPE Cl ) UNIT #11 (TYPE A) UNIT #12 (TYPE Em) NORTH E THIRD FLOOR AREA: 575 SF. F THIRD FLOOR AREA: 605 SF. 1 G THIRD FLOOR AREA: 471 SF. 7 3 H BALCONY: 91 SF. BALCONY: 77 SF. 7.21 BALCONY: 113 SF. BUILDING #4 )s THIRD FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #4 BUILDING #4 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 3/A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL o UNIT#10 -TYPE Cl: UNIT#10-TYPE Cl: I WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE I o PLOT DATE: 8/7/2024 3:54 PM o 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 584 SF (539 SF +45 SF) GROUND FLOOR PORCH/PATIO: 28 SF 0 i > ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 918 SF GROUND FLOOR POS: 312 SF > 250 SF _ BUILDING#4 DETAIL VA10.1 ORIGINAL DRAWING PREP. J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF o a / 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,077 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 490 SF � PLAN PREPARED BY: UNIT#11 -TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#11-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #4 ELEVATION. UNIT#12-TYPE Em: TOTAL PRIVATE OPEN SPACE: 456 SF THIRD FLOOR PLAN GROUND FLOOR AREA: 520 SF (494 SF + 26 SF) SECOND FLOOR AREA: 829 SF UNIT#12-TYPE E:m: THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 58 SF > 150 SF TOTAL BUILDING#4 LIVING FLOOR AREA: 5,892 SF THIRD FLOOR BALCONY: 113 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,077 SF + 1,995 SF + 1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#4 GARAGE AREA: 1,200 SF TOTAL BUILDING#4 PRIVATE OPEN SPACE: 1,407 SF A7 . 13 (=490 SF +456 SF+461 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 1 PROJECT NAME: E F V G ;3 T AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 93'-1" RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 0207-201-11 OWNER: PEACE & JOY I.I.C. a 0 Peace&Joy N LLC. N Lu PROJECT MANAGER: LUKE C. CHAU to RIDGE P.O.BOx 4661 CERRITOS, CA 90703 Phone: 562.897.1893 ' P Email: RightTimeDevelopment @gmail.com N� a RIDGE DESIGNER: `� yq ■ Q 2 �Q RIDGE DEVELOPING 3 7 21 RIDGE DESIGN P ° �Q CONSTRUCTION �° yq NEWFIELD RIDGE — P — 5A DESIGN GROUP, INC. - - - - - - - - - - - - - - - - - - - - - - - y�O 20955 PATHFINDER RD. SUITE #100 ° - - - - - - - - - - - - - - - - - - - - - - - - - - — — — Q �, DIAMOND BAR, CA 91765 � el/ �Q ti� PHONE: (909) 275 8037 �j newfielddesigngroup@gmail.com � G9! U c �`�� —T STRUCTURAL ENGINEER: — — — — — — — — — — — — — — — — — -- W �lg 2 ZZS STRUCTURAL Q 0 N 7.2 ENGINEERING LLC N U L JQ�� 91�F` �P�`�`� 2376 CHALYBE TRAIL, a� �Q � o Cell (05)212-pggABAMA 35226 w Email:zzsstructural.com 1 `1 1 7.3 w — A7.31 — o 0 0 o �Q '�, i o - - I z Q — 6A � ,�Q 'yo THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL w 6 T 6 PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. Q Q REVISIONS: 31 10 29-5 31 10 z w UNIT #10 (TYPE Cl) UNIT #11 (TYPE A) UNIT #12 (TYPE Em) 2 NORTH E F 1 G 7•3 H 7.21 BUILDING #4 ROOF PLAN PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, a -- -- -- --\ SUBTPM20738 p \ m LLB Q I 0 o I PLOT DATE: 8/7/2024 3:54 PM _ BUILDING 44 p ' ORIGINAL DRAWING PREP. n- � p / DATE: 4/4/2023 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: n � I � n 1-1 n n BUILDING #4 ROOF PLAN SHEET NUMBER: A7 . 14 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 _ _ _ — — — — — — — — — — 0207-201-11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OWNER: 12 w PEACE & JOY I.I.C. , , - I 00 a 04 T.O.PL. +27.00 - - - - - - - � - HEAD Peace&Joy N LLC. N PROJECT MANAGER: LUKE C. CHAU co I P.O.Box 4661 CERRITOS, CA 90703 -� °° °° Phone: 562.897.1893 00 `9 Email: RightTimeDevelopment 9 12 @gmail.com �� LOFT FF. +19.00 5 51 a — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a HEAD + M F GSZ A I.T.1=1 U ■ Q coDEVELOPING DESIGN :5 C? CONSTRUCTION �° °o NEWFIELD 4� 12 DESIGN GROUP, INC. 41 12 14 20955 PATHFINDER RD. SUITE #100 E • � DIAMOND BAR, CA 91765 � newfielddesigngroup@gmail.com t c HEAD ❑ ❑ - — — — — _ - - _ — — _ — — — — — — — — — — — — — — — — — — — — — — — STRUCTURAL ENGINEER: o ZZS STRUCTURAL Q 0 ENGINEERING LLC rn •o ti � � � � � � � 2376 CHALYBE TRAIL, al E] � El El = El E BIRMINGHAM, ALABAMA 35226 0 ElaEl El El El El ElElDo o a O Cell: (205)212-0861 w 0 El 0 0 0L-- Email:zzsstructural.com 1ST F.F. ±0.00 — — _ _ _ _ — — — — — - - — - - � - - — - - - - _ z ;01 — — - - - - - - - - PROPOSED GRADE PER GRADING PLAN E F G H 00 BUILDING #4: EAST ELEVATION � SCALE: 114"=1'-0" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. Q - LO L�ji Q z v 12 12 5 Ib T.O.PL. +27.00 - - - — - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - „- HEAD 12 LOFT FF. +19.00- - - 5 __ - - - - - - - - -� I PLAN CHECK NUMBER: - - - - - INDEX MAP DRC2023-00131, HEAD coa -- -- -- --\ SUBTPM20738 p \ m Q O o bo OU � O I PLOT DATE: 8/7/2024 3:54 PM _ BUILDING#4 ' -1 ORIGINAL DRAWING PREP. n- p 1 / DATE: 4/4/2023 F+2LO_ 4 _ _ g - - - - — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- - - - - - - - - - - - - - - - - PLAN PREPARED BY: — NDG /ANDY C. LIN HEAD - -- -- -- -- -- - -- t — - - - - - - - - - - MANOLAPL. SHEET TITLE: n � nn �� n BUILDING #4 OD NORTH ELEVATIONS (1 ) 1ST F.F. ±0.00 z PROPOSED GRADE SHEET NUMBER: PER GRADING PLAN 4 5 6 BUILDING #4 : SOUTH ELEVATION A7 . 21 2 SCALE: 1/4"--V-0" w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE C� 8626, 8642, &8644 ARROW ROUTE, C\1 x 0 RANCHO CUCAMONGA, CA C� (0 APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 - - - - - - - - - - - - - 0207-201-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z PEACE & JOY I.I.C. 12 155 T.O.PL. +27.00 - - - - - - - - - - - - T- - - - - - HEAD Peace&Joy N LLC. Cq PROJECT MANAGER: LUKE C. CHAU co C? P.O.Box 4661 CERRITOS, CA 90703 bo All r-� C? Phone: 562.897.1893 CD zo co F- Email: RightTimeDevelopment 9 @gmail.com 1 b I 12 Cq r- 12 LOFT FF. +19.00 1 b - - - - - - - - - - - - - - - - - - - - - - - DESIGNER: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD co DEVELOPING DESIGN C? CONSTRUCTION 0 ao NEWFIELD DESIGN GROUP, INC. 12 20955 PATHFINDER RD. SUITE #100 0 41 E F DIAMOND BAR, CA 91765 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - PHONE: (909) 275-8037 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - newfielddesigngroup@gmail.com 0 ---- - - - - - - - - - - - - - - - -ppp- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - HEAD - - - - - - - - - - - - - - - - - - - - - _ STRUCTURAL ENGINEER: ZS STRUCTURAL uj ENGINEERING LLC A) F-- C? < 2376 CHALYBE TRAIL, Ll Lu BIRMINGHAM, ALABAMA 35226 Cell: (205)212-0861 Email:zzsstructural.com 1ST F.F. ±0.00 z — - - - - - -- - - - - - - - - - - - - PROPOSED GRADE PER GRADING PLAN H G IF r CD 00 BUILDING #4: WEST ELEVATION CD THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O. COPIED OR LOANED IN PART OR WHOLE WITHOUT ROOF +32.92 < T .— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE EXPIRE ED WRITTEN AUTH RIZATI IN F 12 NEWFIELD DESIGN GROUP,INC. b I LO L�j 12 T.O.PL. +27.00 HEAD C? 0? CL 12 51 LOFT FF. +19.00 - - - - - - - - - - ---- - - - - --- - - - --- - - - - - - - w-"� '-7-v, PLAN CHECK NUMBER: - — - - - - - - - - - - - - - - - - -a - - - - - - - - - AS INDEX MAP DRC2023-001131, HEAD SUBTPM20738 co 9 bo Lu 0? 2 PLOT DATE: 8/7/2024 3:54 PM L-i zo DING*4 L-i C-) --- ORIGINAL DRAWING PREP. L�j n- 12 12 DATE: 4/4/2023 1-+10-GO- - - - - - - - - - - 41 - - - - - - - - - - - - - - - - - - -- - - - - 14 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - PLAN PREPARED BY: HEAD F-1 NDG /ANDY C. LIN MANOLA PL. - SHEET TITLE: F-17] F-1 BUILDING #4 C? C? F�- NORTH ELEVATIONS (2) � 1ST F.F. ±0.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - Ca PROPOSED GRADE PER GRADING PLAN SHEET NUMBER: 6A 5A 4 BUILDING #4: NORTH ELEV ION. A7 . 22 SCALE: 114"--V-0" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - 0207-201-11 OWNER: i _ - - - - - - - - - - - - - - - - PEACE & JOY I.I.C. a T.O.PL. +27.00 Eo HEAD Peace&Joy N LLC. N PROJECT MANAGER: LUKE C. CHAU co 42"MIN.HT.LOW o WALL GUARDRAIL P.O.Box 4661 CERRITOS, CA 90703 7 ti Phone: 562.897.1893 00 Email: RightTimeDevelopment 9 @gmail.com N1 GY BED RM.#3 BA#3 BE RM.#3 Y- LOFT FF.+19.00 — — — — — — — — — — — — — — — ��; �: DESIGNER: L L r J U 1 1 r HEAD L� L� rJfr�AAAt-Q - - - - �� - - - - - - - - - - - - - - - - - - - - -4—� J - - — — — — — — — — �■ Q co L L DEVELOPING L L r J DESIGN I----- --- I CONSTRUCTION ° C? I----- I----- -----I 3 w °o J J L L NEWFIELD Q r-i r-i << L r 12 DESIGN GROUP, INC. BA#2 BED RM.#2 J J BA#2 BED RM.#2 J J BA#2 L L ED RM. 2 14 DIAMOND PATHFINDER 91 SUITE #100 E — r r r �— — — — — DIAMOND BAR, CA 91765 � -LLPHONE: (909) 275-8037 U — — — — — — _ newfielddesigngroup@gmail.com t HEAD c 0 —L-i--L- �� — — L �L- I -J� J — �� STRUCTURAL ENGINEER: o L_ L_ J ZZS STRUCTURAL Q ENGINEERING LLC L----- L---- --- r_� 2376 CHALYBE TRAIL, a� r- r-J R BIRMINGHAM, ALABAMA 35226 0 _ -J C -J -, _ C Cel I: (205)212-0861 w Email.zzsstructural.com 1ST F.F. ±0.00 — — Z00 00, GARAGE FINISH FLOOR GARAGE FINISH FLOOR PROPOSED GRADE GARAGE FINISH FLOOR PER GRADING PLAN PER GRADING PLAN PER GRADING PLAN PER GRADING PLAN H 00 CD E BUILDING #4 SECTION A—A IF CD N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT— — — — — — — — — — — — — — THE EXPRESSED WRITTEN AUTHORIZATION OF Q NEWFIELD DESIGN GROUP,INC. Q = REVISIONS: z - LO J T.O.PL. +27.00 HEAD 0 12 LOFT FF.+19.00 - - - - _ _ _ — — --15 PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, HEAD M a -- -- -- --� SUBTPM20738 p \ m Q O 0? O I PLOT DATE: 8/7/2024 3:54 PM 12 -A -A 0Elf i _ BUIL 1 1 ORIGINAL DRAWING PREP. #1 12 M.WI #1 M.BA DATE: 4/4/2023 F+2 LO— — — — — — — — - -- 14 - - - - - - - - - - -- — — — — — — vvvvvvvvvvvvvvvv — — — - - - - - _ PLAN PREPARED BY: HEAD NDG /ANDY C. LIN MAN LA PL. SHEET TITLE: n � nn7 � n CD BUILDING #4 OD NORTH SECTIONS OVERE 1ST F.F. ±0.00 PORCH FOYER LIVING RM. PROPOSED GRADE PROPOSED GRADE PER GRADING PLAN PER GRADING PLAN SHEET NUMBER: 6A 5A 4 BUILDING #4 SECTION B— A7 . 31 w SCALE: 1/4"=1'-0" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) A 2 B i 1 C D PROJECT NAME: 8,3 B ' 941_711 �.2 AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X 33'-4" 29'-5" 31'-10" 01 RANCHO CUCAMONGA, CA ro APN: 0207-201-24/0207-201-10/ 01 3'-0" 5'-8" 21'-0" T-8" T-8" 21'-0" 4'-9" 3'-8" 21'-0" 5'-8" 1'-6" 0207-201-11 EQ. EQ. OWNER: 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM PEACE & J OY I.I.C. BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN 16'x TROLL-UP GARAGE DOOR W/OPENER 16'x TROLL-UP GARAGE DOOR M OPENER 16'x TROLL-UP GARAGE DOOR W/OPENER 0 r PeaLLC.ce Jey N 1 -7 � - o JH [ A/C A/CF1111 � � A/C � TW 1 0 I I I I PROJECT MANAGER: LUKE C. CHAU °° 11% � 1 1/12 MAX SLOPE PER P.O.Box 4661 CERRITOS, CA 90703 L? GRADING PLAN Cr, I I SLOPE I I I I 11%I I I I 1% I I o Phone: 562.897.1893 0 3 4 4 -9 4 1 Email: RlghtTimeDevelopment 9 SLOP SLOPE ENINU _ _ _ _ _ _ _ _ 3-8 Ix5-11 x8-0 3 8 x5-11 x$ 0 L - - STEPS PER _ _ _ _ _ _ _ _ J @gmail.com .n .n t GRAD VG PLAN 3�-8"X 5'-11"x '-0" 174F STORAGE 174 CF STORAGE A I A A r r 1 (22 SF) (22 SF) I — — — 174 CF STOR GE �` 4'-0" DESIGNER: I I I I I (22 SF) I I OPENING 2-CAR GARA E 2- AR GARA E 4'3" 2- AR GARAG ofrI atQ 20'x2O' I I I 20'x2O' I I 20'x2O' I - - - - �, ■ a Q DEVELOPING F - D DESIGN I I I I D I I I I =' 0VEINT 5'2" 20'0" 3'8" III D 3'8" 20'0" CH 3'8" 20'0" D = CONSTRUCTION 0 1STORAGEI - L RY q I I GARAGE AREA I I 3 SF 23 F 1 "o I I GARAGE AREA I I 7 3 F 23 SF Y 1 `� I I GARAGE AREA I I PO C NEWF I E L D Q 30"Bl FOLD I I I I I I I I I I I I =445 SQ. FT. W W =445 SO. 1.5"MAX. =445 SO. 7 DESIGN GROUP, INC. �, W ___ _____�v v 20955 PATHFINDER RD. SUITE #100 N 1' 1' 1' T-0" 2 V Vr------ — -- ------�v V 2 36 ENTRY 2 DIAMOND BAR, CA91765 C? LANDING - DOOR C9 2 PHONE: (909) 275-8037 J0 of 36"ENTRY c� C? V8. l newfielddesigngroup@gmail.com 0 b w X DETAILSISEA.1 DOOR 3E � ti z z GRAD G P AN 6 5 2 5 2 6 IGRADII G P AN 2 5 6 v Of z N G�0 36 ENTRY D00 w/ I STEPS PER SLD STRUCTURAL ENGINEER: uj w o )-18"SID ITE FOYER o.5"MAx. FOY % LO 2 0 1P c STRUCTURAL - - - ) _ 2 ) o 7 SF FOYER — 7 6 5 4 3 2 1 l'-6' 36' GARAGE . IN. 2"GARAGE 7 6 5 4 3 2 1 32' GARAGE 24° MIN. DOOR MIN.CLR. a z CLEA DOOR M M DOOR ® LEAR � M R o z C? ENGINEERING LLC z " M UP M M R OLD , U 5,0„ ch 1 m o �D 5'6" 3'3" 34' 5'6" SD CM wD 3'-3" 5'6" 5'9" MiN D N54"x80" SD CM TR AD O I C � 54N80" N — _0 __EN — — O @ 11' LANDING LANDING 6 THE DS @ 1 " — _ — LANDIN TR ADS @ M P D �Eq - RENING 8'3 2376 CHALYBE TRAIL, C� OPENING — 32"DOOR W/ 32"DOOR W - OUVER BTM. LOUVER BT 42 x8o� % — —_ BIRMINGHAM, ALABAMA 35226 0 N 1ST FL AREA o FRIDGE _ _ �tD� 1ST FL AREA OPENING _ _ FRIDGE N Cell: (205)212-0861 w ti 2 =546 SQ.FT. -1 F_ =480 SQ.FT. F_ 36"DOOR W/ Email: zzsstructural.com ch V21 0 0 0 0 0 o LOUVER BTM. 03 36"x48" 5'2" 8'3" / 11" 6' 5'11" 8'-5" 2'11" 4'-3" 6' 1 " \ 7'7" 9'-81, 5'2" 1'6" SH = DROPPED � _ � ROP ED FILING - � DROPPED = CEILING 6' 4 4 �BQVE a' CEILING G CV LIV NG °° ABOVE 4 I/ABOVE 1ST FL AREA 0 2'-6' 5'-0" 54" '-6" 6-0" 2 6 = 532 SQ.FT. R . - o °° ININ a O I DININCD fl G _ M 1 00 LKITCHEN -� KITCHEN o RM' DININ LIVING RM. CD 1 I IE :1I ; KITCHEN L? IE 1LL 0KN60"SLD — L L — 1060'1 SLD L Q o 60"PATIO -1 F- -1 F 60 PATIO — — 60"PATIO N SLD DOOR o o SLD DOOR o SLD DOOR THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, _~_ AND ARRANGEMENTS ARE THE INTELLECTUAL w 34 73'MAX. 0 8"x48"SLD TA SLD 75'MAX. 02 48N48"SLD 05'MAX 10 60"x60"SLD 3 PROPERTY OF NEWFIELD DESIGN GROUP,INC. 7 z THEY ARE FOR THE USE OF THIS SPECIFIC q Z 7,o„ o Q q PROJECT ONLY AND MAY NOT BE REPRODUCED, (2 T 0" M Q z 1/12 MAX SLOPE P R 7'0" M J GRADING PLAN COPIED OR LOANED IN PART OR WHOLE WITHOUT Q STEPS PE R STEPS PER THE EXPRESSED WRITTEN AUTHORIZATION OF Q 4'-6" 7'-1 1/2"GRADING PAN 7 5'-0" 5'-0" GRADING PLA / 6'-5" 4'-8" 5'-0" 6-0 1/2" 4'-8" NEWFIELD DESIGN GROUP,INC. Q1_ 11 t_ II 1_ II 1_ 11 11 II 1_ z 1 6 9 2 22 8 20 3 9-2 10-0 21 10" REVISIONS: 33'-4" 29'-5" 31'-10" UNIT #13 (TYPE D) UNIT #14 (TYPE A) 1 UNIT #15 (TYPE B ADAPTABLE UNIT) NORTH A FIRST FLOOR AREA: 546 SF. B FIRST FLOOR AREA: 480 SF. 8.21 C FIRST FLOOR AREA: 532 SF. D PORCH/PATIO: 27 SF. PORCH 1 PATIO: 32 SF. PORCH/PATIO: 33 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. B I IIIL DING #5 LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. D U GROUND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #5 BUILDING #5 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 &STUCCO EXTERIOR SEE 31A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL UNIT#13-TYPE D: UNIT#13-TYPE D: BUILDING#5 WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACELu I 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF ° PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF >250 SF - DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF � PLAN PREPARED BY: UNIT#14-TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#14-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #5 ELEVATION. UNIT#15-TYPE B: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR PLAN GROUND FLOOR AREA: 577 SF (532 SF +45 SF) SECOND FLOOR AREA: 863 SF UNIT#15-TYPE B: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SFTOTAL BUILDING#5 LIVING FLOOR AREA: 6,144 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,134 SF+ 1,995 SF +2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#5 GARAGE AREA: 1,200 SF TOTAL BUILDING#5 PRIVATE OPEN SPACE: 1,879 SF A8 .(=957 SF+456 SF+466 SF) 11 w U-) PA�CR SIZ-: ARCH ULL DL-CD D (36.00 X )4.00 IUCIICS) a 2 1 PROJECT NAME: A $ 3 B 94 7 $ 2 ° AVIGNON RESERVE q 8626, 8642, &8644 ARROW ROUTE, CD X 33'-4" ol 29'-5" ol 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-10/ M 3'-0" 5'-8" 15-10" 5'-2"ol 3'-8" 3'-8" 21'-0" 4'-9" 3'-8" 15'-10" 5'-2" 5'-8" "1'-6 0207-201-11 1 -6 2011 -10 5-2011 2-10 1 -6 2-0 4-0 7-0 4-0 2-0 2-0 5-2 1 -6 5-2 21-011 OPENING OPENING PER ELEV. OPENING OPENING OPENING PER ELEV. OPENING OPENING PER ELEV OPENING PER ELEV OWNER: PER ELEV. ER ELEV. PER ELEV. PER ELEV. PEACE 8c J OY L LC. Q 1 316"HT LOW WALL T-6"HT LOW WALL 316"HT LOW WALL T-6"HT LOW WALL T-6"HT LOW WALL T-6"HT LOW WALL 3'-6"HT LOW WALL T-6"HT LOW WALL C - Peace&Joy N L Y I 0 o R 0 0 0 SF I 80 59 LLC. N " A L R 6 " I L D PROJECT MANAGER: LUKE C. CHAU co P.O.Box 4661 CERRITOS, CA 90703 : 60"PATIO SLID D00 L P Phone: 562.897.1893 0 S = 4 2 co O Email: RightTimeDevelopment � WIC 11� WIC Q E 0 E 4'7" 15'-5° @gmail.com �� zo BED RM.#2 R WIC = 30"BI F 30"BI-FO a 2'-7" D00 3 30' L 3 0 L OOR LD 0 3 "x "SLD.T "x S T DOOR DESIGNER: IN I C? ®S6xLIDTOG - �� 1 5 N. U N BED RM.#2 C? 0 BED M.#2 N N �� fr�AAAt C1 Q DEVELOPING 0 9'9" 7 15'-11" 3' 3'8" 15'-7" 4'10' z 3' 5' DESIGN BA #2 M o o A #2 J N L BA # 32"DOOR- o ao N U v cfl ONSTRUCTION 4D NEWFIELD ® +4� ' T-0" 2' 3'6" t A ® Oo Q O O O O 3'6" DESIGN GROUP, INC. 0 o o a o 0 20955 PATHFINDER RD. SUITE #100 ° DIAMOND BAR, CA 91765 n n n n�n �n f 3'-3" 6' T-3" 3'-3" 6'-5" 3'-3" 3'3" 6'-5" 3'-3" 2 PHONE: (909) 275-8037 �j M �}�I��I}�I I I{ { � SID pN 7T EA S@11" LANDING LA NDING TR AD @ 1 " DN Sp I WOUR LANDI G 7 THE DS @ 1 DN SD U - ��I�}{�� I { }II $2 newfielddesigngroup@gmail.com U 0, u u uuu UUU u u Uu UUU IJuu u u uuuuuu uuu uuu32"DOOR M M 32"DOOR u5-110" 2'-11"� 32"DOOR M u uuu u u uU u u�u u m M. WIC 1 16 15 14 13 12 11 10 9 9 10 11 12 13 14 15 16 9 10 11 12 13 14 15 16 M. WIC#1 STRUCTURAL ENGINEER: z 1 2 3 4 5 7 7 5 4 3 2 1 1 7 5 4 3 2 1 7" 5'9" - ZZS STRUCTURAL N � � - — - ENGINEERING LC MQ x3 " , o Cl)M M = M o o 9 M GINE RING L N UP co UP 32"DOOR a' UP 300""x30'I _ 'cr, 1 i S E 0 6 9 SD 32"DO R 3 3 SD r, N 3 32"DOOR SD - 24"M i 8.3 2 SLD.T 2376 CHALYBE TRAIL, a 24"DOOR 32"DOOR — "DOOR 3 FDOOR 24"DOOR BIRMINGHAM, ALABAMA 35226 0 2ND FL AREA- ND Cell: (205)212-0861 w 2 32"DOOR 32"DOOR 2 FL AREA 32 DOOR - Email:zzsstructural.com 8.21 902 SQ. FT. ND =855 SQ. FT. 0 FL AREA o LD T�. = 865 SQ. FT. M. A#1 366""00" - SLD.TG - CV CVx 00 x M. BA#1 ® ; M. BED RM.#1 M. BA# 0 CV CV Ix CD M BE R .#1 . B Dt.�,00 0 - ® z � ® d 4 4 ®36"x30"SLID 4 x 2 5 4O 0 L ®36"x30"SLD Q o TG. TG. G. o THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, D N _ _ L _ AND ARRANGEMENTS ARE THE INTELLECTUAL w 3 6 " 2 L 4 4 41 3 PROPERTY OF NEWFIELD DESIGN GROUP,INC. S EG E S THEY ARE FOR THE USE OF THIS SPECIFIC = CD C? PROJECT ONLY AND MAY NOT BE REPRODUCED, 7 0" "' 1 T. q-t' COPIED OR LOANED IN PART OR WHOLE WITHOUT Q 4 1 THE EXPRESSED WRITTEN AUTHORIZATION OF Q 4'-6" E 4'-6" 4'-6" 4'-8" 3'-11" EQ. Q. 3'-6" NEWFIELD DESIGN GROUP,INC. 111 11, 70, .1 0 10 10 10 REVISIONS: '0116 92 14-3 8-5 75 1210 9-2 85 15-3 81-211 z 33'-4" 01 29'-5" 01 31'-10" 01 L_ UNIT #13 (TYPE D) UNIT #14 (TYPE A) 1 UNIT #15 (TYPE B ADAPTABLE UNIT) NORTH A SECOND FLOOR AREA: 895 SF. B SECOND FLOOR AREA: 848 SF. 8.21) SECOND FLOOR AREA: 855 SF. D BALCONY: 59 SF. BALCONY: 80 SF. BALCONY: 59 SF. BUILDING #5 SECOND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #5 BUILDING #5 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 3/A10.1 - 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL BUILDING#5% d UNIT#13-TYPE D: UNIT#13-TYPE D: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o o T��r 1 HOUR FIRE-RESISTIVE WALL 2x STUD W/518" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF > 250 SF - DETAIL 11A10.1 ORIGINAL DRAWING PREP. J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF W p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF � PLAN PREPARED BY: UNIT#14-TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#14-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3181', DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36'. SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #5 ELEVATION. UNIT#15-TYPE B: TOTAL PRIVATE OPEN SPACE: 456 SF SECOND FLOOR PLAN GROUND FLOOR AREA: 577 SF (532 SF +45 SF) SECOND FLOOR AREA: 863 SF UNIT#15-TYPE B: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SF TOTAL BUILDING#5 LIVING FLOOR AREA: 6,144 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,134 SF + 1,995 SF + 2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#5 GARAGE AREA: 1,200 SF TOTAL BUILDING#5 PRIVATE OPEN SPACE: 1,879 SF A8 . 12(=957 SF +456 SF+466 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) a 2 1 PROJECT NAME: A $ 3 B 94 7 $ 2 ID RESERVE q 8626, 8642, &8644 ARROW ROUTE, CD X 33'-4" ol 29'-5" ol 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-10/ M 5'-0" 3'-8" 15-10" ol 5'-2" 3'-8" 3'-8" 3'-5" 14'-2" 8'-2" ol3'-8" 15'-10" 5'-2" 3'-9" 3'-51 0207-201-11 2'-0" 5'-2" V-6" 5'-2' 1 2'-0" 01 3'-4" 7'-6" 1 3'-4" 1 3'-5" 4'-9" 1'-6" 2'-10" '-0" 5'-2" J1411, 2'-10" 1'-6" OPENING OPENI G 10OPENING PER ELEV. OPENING OPENING OPENING OWNER: PER ELEV. PER ELEV. PER ELEV. PER ELEV. PER ELEV. PEACE 8c JOY LLC. Q 1 T-6"HT LOW WALL T-6"HT LOW WALL _ 3'16"HT LOW WA L T-6"HT LOW WALL 3%"HT LOW WA L _ _ 1 N LO T r �Q E L / V - ePeace&Joy N A q v LC. N 95 60 TIO D 5 0 o PROJECT MANAGER: LUKE C. CHAU �; P.O.Box 4661 CERRITOS, CA 90703 3 - 0 E Phone: 562.897.1893 CD CID C Y o 4 F Email: RightTimeDevelopment N @gmail.com =� - UD LOFT / GAME ROOM PATIO SLID DOOR 3-6" 4- ° LOFT / GYM DESIGNER: `� 3 "X 0' 3 , 3 M 16'7" M „ 3 „ O M M - �, TM W aSZ qt I_1E Q N N �■ Q o 4Q DEVELOPING BED R . #3 "' DESIGN M M 32"DOOR 2 5 4 ® o CONSTRUCTION o - 3RDFLAREA `" � 3' BA # LD 3 NEWFIELD Q = 641 SQ. FT. 42"HT LOW VIAL 42"HT LOW WALL 2'-0" DESIGN GROUP, INC. GUARDRAIL O O GUARDRAIL o 2 20955 PATHFINDER RD. SUITE #100 0 32"DOOR RD DIAMOND BAR, CA 91765 U z 5'6" T-3" 3 3 5 6 3 FL AREA 6-9 2 PHONE: (909) 275-8037 6 TREADS 11" LANDING - SD LANDIN TR AD @ 11" = newfielddesigngroup@gmail.com l DN M DN 60"CLOSE DN = 575 SQ. FT. N C? 8.2 c~ M "' c° M 32"DOOR SLID D 0 1___� 15" 15" M 32"DOOR �Q 2 — BA 4 15 14 13 12 11 10 9 8 - 9 10 11 12 13 14 15— MIN. MIN. ® - 9 10 11 12 13 14 15 — BA #� o — 2 STRUCTURAL ENGINEER: a 7-2 32"DOOR 2 4 5 6 7 7 6 5 4 3 2 1 1515 7 6 5 4 3 2 1 ZZS STRUCTURAL o M SD SLID D 48"CL SE MIN.oMIN. ® M 32 DOOR - ENGINEERING LLC M ® M O o cYi 1 •J T T-T' 1 5'6" T-3" 8'.3" 0 l'-5" SD 3 0 M 15" 15" a"i @ MIN. MIN. J a 2376 CHALYBE TRAIL, 0 0 DOOR LANDI G 6 T EA S 11" E } C BA Q 8.3 ° 15"-15" ® 48"CLOSET ® ® 15° 15° BIRMINGHAM, ALABAMA 35226 0 ® MIN.�MIN. RD o O O GUARDRAIL WALL 3 FL AREA SLID DOOR MIN.oMIN. ® Cell: (205)212-0861 w 2 3'6" =605 SQ. FT. 8 2 o = Email:zzsstructural.com �, o $.21 �, _ ® ° 48"CLOSET "' BA #3 . /12 C° w BA #3 48"CLOSET O M 32"DOOR ° SLID DOOR 6-91 J SL DOOR O E FFI E N U BED RM. #3 RIDGE BED RM. #3 32"DOOR = _ 32"DOOR - g 3 x D 9 x TG c� —J - 4 c� w CD 0? �-�,'� N a� Y 2"DOOR "' ° 32"D R 32"D00 N M o w F F SF z o o u, NI = 3'6'H r Lo, WAL 4 "x " L x Q o N Q7 48"x36"SIL 7 48"x36"SLID - P 0 48"x36"SLD 48"x36"SLD N Q q w o THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, D — — — � _ _ `V 3 AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF Q '-0" 7'-2" 2'-11 112" 4'-6" 4'-6" 4'-6" 7'-5" " 6'-8" '-0' 4'-6" 4'-6" 2'-11 1/2" 7'-2" '-0' NEWFIELD DESIGN GROUP,INC. Q -3 82 OPENING PER ELEV. 151Ilk 6-1 88 OPENING PER ELEV. 2 3 6 8-8 6 1 15 1 21 0 REVISIONS: z LLJI 33'-4" 29'-5" 31'-10" UNIT #13 (TYPE D) UNIT #14 (TYPE A) 1 UNIT #15 (TYPE B ADAPTABLE UNIT) NORTH A THIRD FLOOR AREA: 641 SF. B THIRD FLOOR AREA: 605 SF. 8.21 C THIRD FLOOR AREA: 575 SF. D BALCONY: 91 SF. BALCONY: 77 SF. BALCONY: 91 SF. BUILDING #5 )s THIRD FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #5 BUILDING #5 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: SUBTPM20738 p -- -- -- &STUCCO EXTERIOR SEE 3/A10.1 - 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL BUILDING#5% d UNIT#13-TYPE D: UNIT#13-TYPE D: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o o T��r 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 591 SF (546 SF +45 SF) GROUND FLOOR PORCH/PATIO: 27 SF i PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 902 SF GROUND FLOOR POS: 780 SF > 250 SF 0 - DETAIL 11A10.1 ORIGINAL DRAWING PREP. J [-4] ONE-HOURFIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 641 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,134 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 957 SF � PLAN PREPARED BY: UNIT#14-TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#14-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3181', DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: [_7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #5 ELEVATION. UNIT#15-TYPE B: TOTAL PRIVATE OPEN SPACE: 456 SF THIRD FLOOR PLAN GROUND FLOOR AREA: 577 SF (532 SF +45 SF) SECOND FLOOR AREA: 863 SF UNIT#15-TYPE B: THIRD FLOOR AREA: 575 SF GROUND FLOOR PORCH/PATIO: 33 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 2,015 SF GROUND FLOOR POS: 283 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 59 SF > 150 SF TOTAL BUILDING#5 LIVING FLOOR AREA: 6,144 SF THIRD FLOOR BALCONY: 91 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,134 SF + 1,995 SF + 2,015 SF) TOTAL PRIVATE OPEN SPACE: 466 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#5 GARAGE AREA: 1,200 SF TOTAL BUILDING#5 PRIVATE OPEN SPACE: 1,879 SF A8 . 13(=957 SF +456 SF+466 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) m 2 1 PROJECT NAME: A 8.3 B V.2 UD AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 0207-201-11 OWNER: PEACE & JOY I.I.C. a (w o / Peace&Joy N LLC. N — — — — — y' Q PROJECT MANAGER: LUKE C. CHAU �; — — — ; — P.O.Box 4661 CERRITOS, CA 90703 Phone: 562.897.1893 Email: RightTimeDevelopment I I @gmail.comkX N� a DESIGNER: U W �■ Q _N U' DEVELOPING g w DESIGN 3 JP I NEWFIELD Q DESIGN GROUP, INC. �� 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 2 PHONE: (909) 275-8037 $2 newfielddesigngroup@gmail.com U C STRUCTURAL ENGINEER:2 o TIT4 TITF-i- _ �Q ZZS STRUCTURAL RIDGE �t� ENGINEERING LLC 1 N 34 2376 CHALYBE TRAIL, a �Q RIDGE �� BIRMINGHAM, ALABAMA 35226 0 y� �` ,Q Cell: (205)212-0861 w 2 Email:zzsstructural.com 8.21 1 1 � RIDGE RIDGE 0 0 o � yio 0 Q 0 I � � NI z Q QQILLLLLLL THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND PROPERTANGEMENTS ARE THE Y OF NEWF ELD DES GN GROUPTUAL NC. LLJ THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. Q Q 33'-4" 29'-5" 31'-10" REVISIONS: z w UNIT #13 (TYPE D) UNIT #14 (TYPE A) UNIT #15 (TYPE B ADAPTABLE UNIT) 1 NORTH A B 8.21 C D BUILDING #5 ROOF PLAN PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, a -- -- -- --\ SUBTPM20738 p \ ® I < BUILDING#5%. o I o � PLOT DATE: 8/7/2024 3:54 PM p p ORIGINAL DRAWING PREP. LLJ p / DATE: 4/4/2023 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: nn n BUILDING #5 ROOF PLAN SHEET NUMBER: A8 . 14 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 _ _ _ - - - - - - - - 0207-201-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 4 PEACE & JOY LLC. 5 12 � - I T.O.PL. +27.00 M - - - - - - - - - - - - - HEAD Peace&Joy N LLC. N PROJECT MANAGER: LUKE C. CHAU P.O.Box 4661 CERRITOS, CA 90703 b Phone: 562.897.1893 co 12 Email: RightTimeDevelopment 9 5 I @gmail.com �12 o LOFTFF. +19.00 — — - - - - - - - - - - — = — - - - - - - - - - - - — - - - — - - — — 5 DESIGNER = - ti - . w M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD + M I F]SZ C]I.T.1 U cor DEVELOPING g DESIGN C? CONSTRUCTION °o NEWFIELD 12 DESIGN GROUP, INC. �; 41 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — newfielddesigngroup@gmail.com t U HEAD ZZS STRUCTURAL o N ui ENGINEERING LLC IL o Q 2376 CHALYBE TRAIL, a� ui Ll BIRMINGHAM, ALABAMA 35226 w Cell: (205)212-0861 Email:zzsstructural.com 1ST F.F. ±0.00A z _ z Cal PROPOSED GRADE PER GRADING PLAN A B C D 00 BUILDING #5: EAST ELEVATION � SCALE: 1/4"=1'-O" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — 12 THE EXPRESSED WRITTEN AUTHORIZATION OF 15 NEWFIELD DESIGN GROUP,INC. Q REVISIONS: L0 LLJ I; n 12 n �5 T.O.PL. +27.00 - - - _ _' - - - - - - - - - - - - - - - - - - - - --- - -- - -- - - - - - - - - - - - - - - HEAD - 12 �5 LOFT FF.+19.00 - - - - �, PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, HEAD M -- -- -- --\ SUBTPM20738 I p � 0 o BUILDING#5bo %. � III I PLOT DATE: 8/7/2024 3:54 PM 12 0 4 � ORIGINAL DRAWING PREP. p DATE: 4/4/2023 1-+1LO- - - - - T.O.PL. - - - - - - - — — �4 - - - Q i - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN PREPARED BY: HEAD NDG /ANDY C. LIN - - �❑ - - - - - - - - MANOLA PL. n n n n n SHEET TITLE: BUILDING #5 NORTH ELEVATIONS (1 ) 1ST F.F. ±0.00 him - z PROPOSED GRADE SHEET NUMBER: PER GRADING PLAN 1 2 3 BUILDING #5: SOUTH ELEV ION (ARROW ROUTE A8 . 21 w 2 SCALE: 1/4"--V-0" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - 0207-201-11 ti OWNER: i PEACE & JOY I.I.C. �� 12 � r_ , u �- _,� 12 5� I r� = � �5 `` a LO T.O.PL. +27.00 n N M HEAD Peace&Joy N LLC. N I I PROJECT MANAGER: LUKE C. CHAU P.O.Box 4661 CERRITOS1 CA 90703 °° °° Phone: 562.897.1893 CD Email: RightTimeDevelopment 9 @gmail.com �l LOFT FF. +19.00 — _ DESIGNER: U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEAD �frfARAtIQ - — — ■ a co DEVELOPING DESIGNL g C? CONSTRUCTION °o NEWFIELD DESIGN GROUP, INC. c 20955 PATHFINDER RD. SUITE #100 E N - — — — — — — — — — — — — — PHONE: (909) 275-8037 DIAMOND BAR, CA 91765 F — - - - - - - - — — — — — ------------ — — — — — — — newfielddesigngroup@gmail.com t c HEAD � � STRUCTURAL ENGINEER: o - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - — — ZZS STRUCTURAL 61111 0 o _ ENGINEERING LLC 2376 CHALYBE TRAIL, al a 0 0 0 El L-1 L-] El BIRMINGHAM, ALABAMA 35226 0 El I--] I--] F-- Cell: (205)212-0861 w 1ST F.F. ±0.00 z E--1 L-1 Ll Email:zzsstructural.com - - - - � — - - - - — — — - - - - - - - - - - - - - - PROPOSED GRADE PER GRADING PLAN D C B A 00 BUILDING #5: WEST ELEVATION CD N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. Q � _ _ y REVISIONS: Q w "' n I T.O.PL. +27.00 - - HEAD LOFT FF. +19.00 - - - - - - - - - - — — - - -- - - - - - - - - - - - - - — — — — — — — — — — HEAD INDEX MAP DRC2023-00131, M a --- -- -- --\ SUBTPM20738 Q o ;BUILDING#5% o b ui o I o � PLOT DATE: 8/7/2024 3:54 PM p 12 a / ORIGINAL DRAWING PREP. F +��— 4� p DATE: 4/4/2023 2ND - - - - - - - - - - - - - - - - — — — — — — — — - - - - - - - - - - - - Q - - - - — - - - - - - - - - - - - - - - - — — — — — —- - - -v — — � — — — — — — — — — — — — — PLAN PREPARED BY: HEAD _ — MANOLA PL. NDG /ANDY C. LIN SHEET TITLE: n � i � nn n BUILDING #5 NORTH ELEVATIONS (2) 1ST F.F. ±0.00 z ca PROPOSED GRADE 1 PER GRADING PLAN SHEET NUMBER: 3 2 1 BUILDING #5: NORTH -ELEVATION A8 . 22 2 SCALE: 1/4"--V-0" w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) in PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 T.O.ROOF +32.92 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0207-201-11 OWNER: PEACE & JOY I.I.C. I I I a T.O.PL. +27.00 HEAD ePeace&Joy N LC. N PROJECT MANAGER: LUKE C. CHAU CID, P.O.Box 4661 CERRITOS, CA 90703 3 °° °° Phone: 562.897.1893 co Email: RightTimeDevelopment 9 @gmail.com cql LOFT FF.+19.00 - - - - - - - - - - B #4 15 - - - - - - - - - - - - - - - - - - 15 HOME OFFICE A - - _ - - _ _ _ _ 15 A a c.i 14 14 14 DESIGNER: - - - - - - - - - - - - - - - - - - - - - - - - - 4 1 - 5 I`�W GSZ A ICI U HEAD 12 12 12 ` - - - - - - - - - 1- - M 1 0 0 DEVELOPING 9 8 9 8 9 8 DESIGN 0 7 7 7 CONSTRUCTION w° ao 456 54 54 NEWFIELD Q 3 3 3 DESIGN GROUP, INC. M.WIC#1 1 1 M.WIC#1 1 M.WIC#1 20955 PATHFINDER RD. SUITE #100 E 16 — _ U 15 15 15 newOfeld(designgroup@gmail.com o 13 13 13 HEAD - - - - 12 11 - - - - - - - - - - - 12 - - - - - - - - -1� 12 - - - - - - - - - - - - — — — — — — — — STRUCTURAL ENGINEER: 9 9 9 ZZS STRUCTURAL o ENGINEERING LLC 6' <o 0 6 6 6 0 ti °O 5 5 5 2376 CHALYBE TRAIL, a� _ 4 4 4 BIRMINGHAM, ALABAMA 35226 0 2 2 2 Cell: (205)212-0861 FOYER PWD 1 1 P R 1 PWDR Email:zzsstructural.com 1ST F.F. ±0.00 � a9 PROPOSED GRADE L1 PER GRADING PLAN A B C D 00 BUILDING #5 SECTION A-A � SCALE: 114"=1'-0" N z I Q Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, OR LANED INQ WHOLE WITHOUT T.O.ROOF +32.92 - - - - - - - - - - THHEIED EX RESSEDWRITT NRAUOTHORIZZATION OF Q 2 NEWFIELD DESIGN GROUP,INC.5 REVISIONS: - z w T.O.PL. +27.00 HEAD 0 ERED LOFT FF. +19.00 B�CONY LOFT B D RM#3 PLAN CHECK NUMBER: HEAD — — — INDEX IVIAP 2 DRC2023-00131, — — — SUBTPM20738 co — — — \ < o BUILDING#5 C UjO I o PLOT DATE: 8/7/2024 3:54 PM p ORIGINAL DRAWING PREP. COVERED BED RM#2 M BED RM#1 p / DATE: 4/4/2023 _ _ _ _ _ BALCONY _ _ _ Q F+��— — — 12 — _ PLAN PREPARED BY: NDG /ANDY C. LIN HEAD — — — — — MANOLA PL. — — — T-0'� SHEET TITLE: - - - n nnn n Uj BUILDING #5 o R NORTH SECTIONS w J o U ti ' z= 1ST F.F. ±0.00 _ -eAR G*RAGE DINING PROPOSED GRADE PROPOSED GRADE PER GRADING PLAN PER GRADING PLAN SHEET NUMBER: 3 BUILDING #5 SECTION A8 . 31 SCALE: 1/4"=1'-O" w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: E IF -� 9 2 G " AVIGNON RESERVECD 93 1 N 8626, 8642, &8644 ARROW ROUTE, X ,ol31'-10" 29'-5" 31'-10" RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ "' 1'-6" 5'-8" 21'-0" 3'-8" T-8 10, 21'-0" 01 4'-9" 21'-0" 10, 3'-8" 5'-8" 1'-6" 01 01 0207-201-11 EQ. 01 EQ. 01 OWNER: 5% SLOPE AWAY FROM 5% SLOPE AWAY FROM PEACE & J OY L LC. BUILDING PER GRADING PLAN BUILDING PER GRADING PLAN : 1 — 5% SLOPE AWAY FROM 1 co BUILDING PER GRADING PLAN = Lii 16'x TROLL-UP GARAGE DOOR W/OPENER 16'x TROLL-UP GARAGE DOOR W/OPENER = I - Peace&Joy N 7 -7 I WH - A/C A/C TW � � 1 A «c. o 16'x TROLL-UP GARAGE DOOR W/OPENER I I I I I I I I I I WH q PROJECT MANAGER: LUKE C. CHAU I 1 1 I P.O.Box 4661 CERRITOS, CA 90703 Z_D11%1 I I I I 11%I I I I I 11% I I� Phone: 562.897.1893 0 SLOPE 4 4 SLOP 3-9 SLOPE 1 Email: RightTimeDevelopment 9 I I I I I mail.com L- _ _ _ _ _ _ _ _ _ _ _ _ t — — J� 3'-8"Ix 5'-11"x 8'-0" T-8"x 5'-11"x — — t STEPS PER I I I @gmail.com o" I �' 174 �FSTORAGE 174 CF STORAGE "' I J GRAD G PLAN I 36"DOOR W/ a. OPENING I I I I I I LOUVER D - DESIGNER: STEPS PER (22 SF) (22 SF) L L i� GRADING PLAN I -CAR GARAI E I I 2- AR GARA E I 4'3 r 2'�AR GARAGE oOPENING L 4'0" `� ## mm o _ _ _ _ T�W aR atr.Q U 20'X2O' I I 20'X2O' I I I 20'X20' I I 36"DOOR W/ STEPS PER ■ Q W GRADING PLAN N DEVELOPING g LOUVER cN DESIGN ORR I I I D D 3'_8" I I 20'-0" I I COVE I I I I CONSTRUCTION ° L, U DRY Al RY o P CH 4 � 7 M I I GARAGE AREA I 123 I I I 7 32 IF I I I I COV D P H NEWFIELD ° 23 F GARAGE AREA 15"15'' 21 Q L I I =445 SQ.FT. 445 SQ.FT. I ' 1.5MAX. I I I I Mw.oMw. \ DESIGN GROUP, INC. a 36"ENTRY 1.5" AX. 20955 PATHFINDER RD. SUITE #100 ° DOOR 2 V V r-—————— —— ——————-v V 36' ENTRY I I GARAGE AREA I I 2 DIAMOND BAR, CA 91765 � o 2 DOOR _ 36"ENTRY 2 PHONE: (909) 275-8037 o V =426 SQ. 36"DOOR W/ DOOR N9.2�1 newfielddesigngroup@gmail.com o FOYER STEPS PER 6 n 2v M 5 2l 6 11 STEPS PER --------------- LOUVER BTM. co co 366""x42" GRAD NG PLAN IGRADI G PLAN FOYER 1 p SLD _ `0 STRUCTURAL ENGINEER: 2 SLID — —— ——— _- T T T LO I STEPS PER ® FOYER o �� STRUCTURAL Q 0 32"GARAG 32"GARAGE ® 24LEAR �, RADIN PLAN = ENGINEERING LLC Cnz 7 6 5 4 3 2 1 _ N o - - 1�1 ��, w o DOOR r, P DOOR z " - OLD_ _ ch 54"x80„ M WD UP 5'6" M T-3" M 3'-3" 5'6" WD 2A SD CM SD CM R 71 6 5 4 3 2 1 54"x80" °? OPENING �61 EA S 11 LANDING LANDING 6 THE DS @ 1 " M DOOR OPENING 1 2376 CHALYBE TRAIL, — — — — 32"DOOR W -- — — 1 9 3 BIRMINGHAM, ALABAMA 35226 0— — — — 32"DOOR W LOUVER BT 42 x80r UP 3'-3" 5'6" 11'-9" 3'-8" 5'-2" 1'-6" �W 2 LOUVER BTM o o 1ST OPENING SD M 1'6" 5'2" 9'0" 8'3" M � _ _ f�� M FL AREA LANDING TR AD 1 SH Cell: (205)212-0861 V21 � � =480 SQ.FT. sr Email: zzsstructural.com 1ST FL AREA ° '-11" \ 1 FL AREA = 524 SQ.FT. PPED CEILING 6'-1 \ 5'-11" 8'-5" 2'11" 4'3" 1 DROPPED =494 SQ.FT. = AB VE _ 1�ROP ED FILING FRIDGE CEILING - a' 4 4 ABOVE v ABOVE o IVING R 2'-6" 5'-0" - M--t[ ] DG2 !] 5'o" 6" L VING RM � 4 o G DINING KITCHEN DININ ININ o KITCHEN RM' KITCHEN IE Czl 0 LL = 01 60"40"SLID — J — 01 60"x60"SLD L — 1060" 60"SLD 0 60"PATIO 7 F- -1 F- 60 PATIO 7 7 60' PATIO o n N SLD DOOR o o SLD DOOR SLD DC THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, _~_ A/C _ N AND ARRANGEMENTS ARE THE INTELLECTUAL w 3 7. "MAX. 48"x48"SLID 02 48"x48"SLD 7.5"MAX. 02 48"x48"SLID 7.5"MAX. 3 PROPERTY OF NEWFIELD DESIGN GROUP,INC. 7'0„ 7 Z 7 THEY ARE FOR THE USE OF THIS SPECIFIC = q z q T.0" q Z PROJECT ONLY AND MAY NOT BE REPRODUCED, 7 M a 7'0" M COPIED OR LOANED IN PART OR WHOLE WITHOUT Q STEPS PER J STEPS PER STEPS PER ¢ THE EXPRESSED WRITTEN AUTHORIZATION OF Q 4'-6" T-1 1/2" GRADING PLAN 5,-O„ 5,-O„ GRADING PLA 6-5„ 4'-$„ 5'-O" GRADING PLAN $'-1 1/2" 4'-$" NEWFIELD DESIGN GROUP,INC. Ilk 0. Q REVISIONS: z 92 221-811 203 9-2 238 81-211 31'-10" 29'-5" 31'-10" 1 \ UNIT #16 (TYPE C2) 2 UNIT #17 (TYPE A) 1 UNIT #18 (TYPE E) NORTH E FIRST FLOOR AREA: 524 SF. IF I 9 3 FIRST FLOOR AREA: 480 SF. 9.21 G I FIRST FLOOR AREA: 494 SF. H PORCH 1 PATIO: 22 SF. PORCH 1 PATIO: 32 SF. PORCH 1 PATIO: 21 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. GARAGE AREA: 400 SF. BUILDING V #G LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 45 SF. LAUNDRY/STORAGE 26 SF. GROUND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #6 BUILDING #6 - PRIVATE INDEX MAP DRC2023-00131, NEW WALL, 2x STUD W/ 1/2"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR -- -- -- SUBTPM2073$ FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: &STUCCO EXTERIOR SEE 31A10.1 ❑2 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL BUILDING#6 � UNIT#16-TYPE C2: UNIT#16-TYPE C2: d WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE ZE 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @BOTH SIDES, SEE GROUND FLOOR AREA: 569 SF (524 SF +45 SF) GROUND FLOOR PORCH/PATIO: 22 SF ° PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF >250 SF - DETAIL 11A10.1 ORIGINAL DRAWING PREP. ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF o a > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 462 SF � PLAN PREPARED BY: UNIT#17-TYPE A: L PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#17-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", DIMENSION MANOLA PL. SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF >250 SF ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n n n SHEET TITLE: THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #6 ELEVATION. UNIT#18-TYPE E: TOTAL PRIVATE OPEN SPACE: 456 SF GROUND FLOOR PLAN GROUND FLOOR AREA: 520 SF (494 SF+ 26 SF) SECOND FLOOR AREA: 829 SF UNIT#18-TYPE E: THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF sD HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF >250 SF cM UL RATED CARBON MONOXIDE DETECTOR W190' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 58 SF > 150 SFTOTAL BUILDING#6 LIVING FLOOR AREA: 5,856 SF THIRD FLOOR BALCONY: 113 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT& BE (=2,041 SF+ 1,995 SF + 1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#6 GARAGE AREA: 1,200 SF TOTAL BUILDING#6 PRIVATE OPEN SPACE: 1,379 SF A9 . 1 462 SF+456 SF+461 SF) w U-) PA�CR SIZ-: ARCH ULL D\CD D (36.00 X )4.00 IUCIICS) PROJECT NAME: E F 93 1 9 2 G " AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X '0131'-10" 29'-5" 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-24/0207-201-101 1'-6" 5'-8" 5'-2" 15-10" 3'-8" T-8" 21'-0" 4'-9" 5'-5" 15'-7" lo, 3'-8" 5'-8" 1'-6" 0207-201-11 a 2'-0" 5'-2" 1'-6" L. 5'-2" 2'-0" 01 2'-0" 4'_p" 11-0" 7'-0" 1'-0" 4'4' 2'-0" ,'-10 1/2" 51_211 1'-6" 5'-2" '-101/2' lo OPENING OPENING OPENING OPENING PER ELEV. OPENING OWNER: PER ELEV. PER ELEV. PER ELEV. PER ELEV. PEACE 8c JOY I.I.C. a a 3'-6"HT LOW WALL 3'-6"HT LOW WALL _ 3'-6"HT LOW WALL 3'-6"HT LOW WALL 3'-6"HT LOW WALL _ _ _ _ _ _ 1 C? 0 E A N C? _ 3'6"HT LOW WALL 3'6"HT LOW WALL - ,�A Peace&Joy N LLC. N 411-2 9 sF 80 A D R o PROJECT MANAGER: LUKE C. CHAU co C B% 0 P.O.Box 4661 CERRITOS, CA 90703 7 60"PATIO SLID D00 8 0 VIR so"P 10 s no Phone: 562.897.1893 o 1 WIC � Email: RightTimeDevelopment It KWIC EQ E' @gmail.com �� co 30"BI-F BI-FOLD `� a 2'-7" 4'-7" D R "'- 3 L OOR 3 °x L N . i E3 >�IDESIGNER: 5 �°1 " 60" SET ai 0 8 36"x3 "SLD.TG M IN o SLID OORh AA Ate Q BED RM.#2 N o _ ■..�� Q f N M N Of g Z BA #2 BED RM.#2 _ O )38" 16-7" 4'-10' Z BA #2 `-4 DESIGN ® �'¢ 32"D OR o 0 A 2 "' `V CONSTRUCTION g_g � J BED RM.#2 c3 ° ® NEWFIELD ° L 32"DOOR Q� 15"�15" ® O O O O 2 3-6" � JO � DESIGN GROUP, INC. MIN. MIN. 20955 PATHFINDER RD. SUITE #100 ° DIAMOND BAR, CA 91765 6'-5" 3'3" 3'-3" 6'-5" 3'-3" ® U SD pN @ @ DN SD M 2 PHONE: (909g27�5-8 p7 g U TREADS 1 (L NDING M NDING TREADS 11" 32"DOOR10 �.2 newfielddesi n rou @ mail.com c c~ --- co 32 DOOR 5 10 2 11 3'3" 6'-5" 3'-3" STRUCTURAL ENGINEER: M. WIC#1 16 15 14 1 1 11 10 9 8 9 10 11 12 13 14 15 16 — LANDING TR AD @ 11" DN SD o o 2 32"DOOR M 5u'-5„ uu u u uu uuu uu 6-8" ZZS STRUCTURAL o ? 24"MIN. � 1 2 3 4 5 7 7 5 4 3 2 14 9 10 11 12 13 14 15 6 N - � _ = M. IC#1 ENGINEERING LLC N 0"x30" {D.o CLEAR o �n LD TG 5 " CP 6_ 32"TR UP M Ch UP 32"DOOR Sp M 7 5 4 3 2 1 - 2A 3 3 X. N 2 N 1 2376 CHALYBE TRAIL, a "DOOR UP 32"DOOR Sp " OOR 9_3 BIRMINGHAM, ALABAMA 35226 0�24"DOOR 32 DOOR N 2 3'6 2,2„ w Cell: (205)212-0861 V21 ;z 32"DOOR x 32"DOOR Email:zzsstructural.com 32"DOOR A ND 2 FL AREA Np p 3'4" p 1'11" FIL AREA 8 SLIJ TG ° =897 SQ. FT. 865 SQ. FT. < M. A#1 ND 2 FL AREA ® q Co ` 'M. BA#1 o o =829 SQ. FT. M. BA Tc o ® o aLO 0 CV CD M. BEDt.#1 M. E RM.#1 CD M. BE R . 4 N o i o Q (D Lf _ ®36"00"SLID I ®36"x30"SLID ®36"x30"SLID Q o T R G S TG. TG. q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, `V _ _ _ L AND ARRANGEMENTS ARE THE INTELLECTUAL 3 4I " 41 °S 5 48"x42"SLD 5 48" 2' S 8" 42"S PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ g EG ESS EG G E S THEY ARE FOR THE USE OF THIS SPECIFIC qq qPROJECT ONLY AND MAY NOT BE REPRODUCED, `� 0' 0 in COPIED OR LOANED IN PART OR WHOLE WITHOUT Q / THE EXPRESSED WRITTEN AUTHORIZATION OF Q 4'-8" E 3'-11" 4'-6" 4'-8" 4'-11/2" 7'-8 1/2" 4'-1 1/2" 3'-6" NEWFIELD DESIGN GROUP,INC. Q REVISIONS: 9 2 14-3 8-5 7 12 10 9-2 23-8 81-211 z 31'-10" 29'-5" 31'-10" L_ UNIT #16 (TYPE C2) 2 UNIT #17 (TYPE A) 1 UNIT #18 (TYPE E) NORTH E SECOND FLOOR AREA: 897 SF. F 9_3 SECOND FLOOR AREA: 865 SF. 9.21 G SECOND FLOOR AREA: 829 SF. H BALCONY: 59 SF. BALCONY: 80 SF. BALCONY: 58 SF. BUILDING #6 SECOND FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #6 BUILDING #6 - PRIVATE INDEX MAP DRC2023-00131, SUBTPM20738 NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: p -- -- -- --, � &STUCCO EXTERIOR SEE 31A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL BUILDING#6 Q o UNIT#16-TYPE C2: UNIT#16-TYPE C2: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o o T��r 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 569 SF (524 SF +45 SF) GROUND FLOOR PORCH/PATIO: 22 SF i PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF > 250 SF � DETAIL 11A10.1 ORIGINAL DRAWING PREP. LL J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF o a / > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 462 SF � PLAN PREPARED BY: UNIT#17-TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#17-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3181', DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #6 ELEVATION. UNIT#18-TYPE E: TOTAL PRIVATE OPEN SPACE: 456 SF SECOND FLOOR PLAN GROUND FLOOR AREA: 520 SF (494 SF + 26 SF) SECOND FLOOR AREA: 829 SF UNIT#18-TYPE E: THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 58 SF > 150 SF TOTAL BUILDING#6 LIVING FLOOR AREA: 5,856 SF THIRD FLOOR BALCONY: 113 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,041 SF + 1,995 SF + 1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#6 GARAGE AREA: 1,200 SF TOTAL BUILDING#6 PRIVATE OPEN SPACE: 1,379 SF A9 . 12 462 SF +456 SF+461 SF) L�j PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: E F 93 1 9 2 G " AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X '0131'-10" 29'-5" 31'-10" RANCHO CUCAMONGA, CA APN: 0207-201-2410207-201-101 7'-2" 5'-2" 15'-10" 3'-8" 3'-8" 3'-5" 14'-2" 8'-2" 5'-5" 15'-7" 3'-8" 7'-2" 0207-201-11 a 1'-6" 2'-10" '-0" 5'-2" '-0" 2'-10" j'-6" 3'-4" 7'-6" 3'-4" 3'-5" 4'-9" 1'-411 " 2'-10" '-0" 5'-2" '-0" 2'-10" 1'-41 " OPENING OPENING OPENING OPENING PER ELEV. OPENING PM PENING PER ELEV OPENING P R OWNER: PER ELEV. PER ELEV. PER ELEV. ELEV. ELEV. PEACE 8c JOY I.I.C. a a 1 — T "HT LOW WALL T-6"HT LOW WALL 3' "HT LOW WALL — — — — — — — — — — 1 m 'yio �Q 3'-6"HT LOW WALL T-6"HT LOW WALL T-6"HT LOW WALL - ePeace&Joy N V D L Y � — — — — 1 A LC. N SF C 6 TI D 3- HT L A L C ER B CO o PROJECT MANAGER: LUKE C. CHAU 58 P.O.Box 4661 CERRITOS, CA 90703 S 5 2 = 0 RE Phone: 562.897.1893 C Y co 4 F ° o Email: RightTimeDevelopment 9 @gmail.com N� a E 60"PATIO SLID DOOR " CLOSET DESIGNER: E ;, 3 6" 4 LD DOOR 3 _ 3 " 30' 3 "x3 " M 16'-7" - � - FT GYM - s s D. _ N ' _ f BE R #3 M - N DEVELOPING 3 24"MIN. rn N DESIGN y,� M 32"DOOR2 5 4 o L CLEAR BED RM. #3 CONSTRUCTION 5 3 " BA #3 32"DOOR 4 NEWFIELD 0 E a ® Q 42"HT LOW WALL A #3 DESIGN GROUP, INC. �� GUARDRAIL O O SD 20955 PATHFINDER RD. SUITE #100 oil --!Jl am 2 0" tt O DIAMOND BAR, CA 91765 6" T-3" ® 5' 2 PHONE: (909) 275-8037 �j RD 6 READS 11' LANDING SD newfielddesigngroup@gmail.com o `�' + 32"DOOR M 3 FL AREA DN M DN O 60"CLOSE 9 2 ;CID ) =575 SQ. FT. "' 32"DOOR SLID D 0 15" 0 15" 32"DOOR 15" BA #4 15 14 13 12 11 10 9 8 9 10 11 12 13 14 15 MIN. MIN. ® MIN. _ STRUCTURAL ENGINEER: co 2 0 2 DOOR 15"15" °N o D ZZS STRUCTURAL CD 2 4 5 6 7 7 6 5 4 3 2 1 ti "CLOSET , M 48"CLOSESLDD 0 MIN.oMIN. ® 8 9 0 11 12 13 14 15 �Q ENGINEERING LLC N DOOR SID �, r, 2A v � - — — 1 "On 1-511 3-3 5 6 3-3 8-3 0 MIN. MIN. LANDING 6 T EA S@ 11" 7 6 5 4 3 2 1 BA #4 a 15 11. BA 32"D OR M 2376 CHALYBE TRAIL, 5" ® � f 3'3" 5'6" 5'4" `" M 9.3 BIRMINGHAM, ALABAMA 35226 0 2 ® MIN. MIN. 42"HT LOW WALL 3RD FL AREA LANDING TREAD @ 1" P Cell: (205)212-0861 w _ 9 21 GUARDRAIL " _ Email:zzsstructural.com o - 48"CLOSET ci =605 SQ. FT. 8'2" 3RD FL AREA 0 6-9 O 9 1T Lu BA #3 SLID DOOR �, =471 SQ. FT. 32„ E 51Lu N O E FFI E M 32 DOOR GYM RIDGE m - 32"DOOR BED M. #3 0 cp a- M o c (Dti LO 9 x D x p = z - zJ = C Y - z N o CD `e) Lu N a_w _ 3 F 32"DOOR M Lu M 32"D R F CLOSET F O o _ SLID DOCKo NI o 3.6"HITLONWALL Q N L /1 O7 48"x36"SLIDQ7 48"x36"SLIDS 512 - S P 5 G Q o o THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, 3 N — — LU — — — — — — — N 3 AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ T-6"HT LOW WALL THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, c� COPIED OR LOANED IN PART OR WHOLE WITHOUT Q THE EXPRESSED WRITTEN AUTHORIZATION OF Q le '-0' 7'-2" " 2'-11 112" 4'-6" 4'-6" 4'-6" 7'-5" 6'-8" '-0' " 4'_8" �_01 NEWFIELD DESIGN GROUP,INC. w OPENING PER ELEV. OPENING PER ELEV. 'OPENING PER EL Q 2'-0" 8'-8" 6'-1" 01 15'-1" 21'-3" 8'-2" 17'-6" 6'-2" 8'-2" REVISIONS: z 31'-10" 29'-5" 31'-10" L_ UNIT #16 (TYPE C2) 2 UNIT #17 (TYPE A) 1 UNIT #18 (TYPE E) NORTH E THIRD FLOOR AREA: 575 SF. F 9,3 THIRD FLOOR AREA: 605 SF. 9.21 G THIRD FLOOR AREA: 471 SF. H BALCONY: 91 SF. BALCONY: 77 SF. BALCONY: 113 SF. BUILDING #6 )s THIRD FLOOR PLAN PLAN CHECK NUMBER: FLOOR PLAN LEGEND: FLOOR PLAN KEYNOTE: BUILDING #6 BUILDING #6 - PRIVATE INDEX MAP DRC2023-00131, SUBTPM20738 NEW WALL, 2x STUD W/ 112"GYP. BD. INTERIOR SEE 2/A10.1 1❑ TANKLESS WATER HEATER 95% ENERGY FACTOR, 199.000 BTU/HR FLOOR AREA SUMMARY: OPEN SPACE SUMMARY: p -- -- -- --, L &STUCCO EXTERIOR SEE 31A10.1 2❑ ONE-HOUR FIRE-RESISTIVE CONSTRUCTION 5/8" GYPSUM BOARD TYPE "X" ON ALL BUILDING#6 Q o UNIT#16-TYPE C2: UNIT#16-TYPE C2: WALLS AND CEILING AT GARAGE SEPARATING HABITABLE SPACE o o T��r 1 HOUR FIRE-RESISTIVE WALL, 2x STUD W/5/8" GYP. BD. @ BOTH SIDES, SEE GROUND FLOOR AREA: 569 SF (524 SF +45 SF) GROUND FLOOR PORCH/PATIO: 22 SF i PLOT DATE: 8/7/2024 3:54 PM ❑3 ONE-HOUR FIRE-RESISTIVE AT USABLE SPACE UNDER STAIRWAY SECOND FLOOR AREA: 897 SF GROUND FLOOR POS: 290 SF > 250 SF 0 DETAIL VA10.1 ORIGINAL DRAWING PREP. J ® ONE-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL THIRD FLOOR AREA: 575 SF SECOND FLOOR BALCONY: 59 SF o a / > 150 SF DATE: 4/4/2023 1-HOUR FIRE-RESISTIVE UNIT SEPARATION WALL, SEE DETAIL ❑5 STAIR WOOD OR IRON HANDRAIL: 34"TO 38" HIGH FROM TREAD. 42" MIN BALUSTER TOTAL LIVING FLOOR AREA: 2,041 SF THIRD FLOOR BALCONY: 91 SF Q p GUARD HANDRAIL. TOTAL PRIVATE OPEN SPACE: 462 SF � PLAN PREPARED BY: UNIT#17-TYPE A: PLUMBING WALL, 2x6 FRAMED MIN. SEE DETAIL. © STAIR, MIN. 36"WIDE STAIRWAY AND LANDINGS, THE LARGEST RISE OR RUN IN A GROUND FLOOR AREA: 525 SF (480 SF +45 SF) UNIT#17-TYPE A: NDG /ANDY C. LIN FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/81', DIMENSION SECOND FLOOR AREA: 865 SF GROUND FLOOR PORCH/PATIO: 32 SF MANOLA PL. HEADROOM OVER STAIRS TO HAVE 6'-8" MIN. FROM NOSING OF TREAD. THIRD FLOOR AREA: 605 SF GROUND FLOOR POS: 267 SF > 250 SF SHEET TITLE: ❑7 LANDING AREA: WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN TOTAL LIVING FLOOR AREA: 1,995 SF SECOND FLOOR BALCONY: 80 SF n n n n n THE DIRECTION OF TRAVEL OF NOT LESS THAN 36". SEE GRADING PLAN FOR STEPS & THIRD FLOOR BALCONY: 77 SF > 150 SF BUILDING #6 ELEVATION. UNIT#18-TYPE E: TOTAL PRIVATE OPEN SPACE: 456 SF THIRD FLOOR PLAN GROUND FLOOR AREA: 520 SF (494 SF + 26 SF) SECOND FLOOR AREA: 829 SF UNIT#18-TYPE E: THIRD FLOOR AREA: 471 SF GROUND FLOOR PORCH/PATIO: 21 SF (so HARD WIRED SMOKE DETECTOR W/90' MIN. BATTERY BACKUP TOTAL LIVING FLOOR AREA: 1,820 SF GROUND FLOOR POS: 269 SF > 250 SF cM UL RATED CARBON MONOXIDE DETECTOR W/90' MIN. BATTERY BACKUP SECOND FLOOR BALCONY: 58 SF > 150 SF TOTAL BUILDING#6 LIVING FLOOR AREA: 5,856 SF THIRD FLOOR BALCONY: 113 SF EXHAUST FAN (TYP.) FOR BAROOMS MIN. 50 CFM W/ENERGY STAR COMPLIANT&BE (=2,041 SF + 1,995 SF + 1,820 SF) TOTAL PRIVATE OPEN SPACE: 461 SF SHEET NUMBER: DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING AND HUMIDITY CONTROL EQUIPPED. TOTAL BUILDING#6 GARAGE AREA: 1,200 SF TOTAL BUILDING#6 PRIVATE OPEN SPACE: 1,379 SF A9 . 13 462 SF +456 SF+461 SF) w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) a� PROJECT NAME: E F 92 G H AVIGNON RESERVE N 8626, 8642, & 8644 ARROW ROUTE, o RANCHO CUCAMONGA, CA co APN: 0207-201-24/0207-201-10/ o 0207-201-11 a) OWNER: PEACE & JOY I.I.C. 77 Peace&Joy No co— — — — — — — PROJECT MANAGER: LUKE C. CHAU P.O.BOx 4661 CERRITOS, CA 90703 Phone: 562.897.189300 bin z I Email: RightTimeD eve lopment N� @gmail.com EL w — DESIGNER: U .� m L CV PR A I�ICI Q ■ DEVELOPING g DESIGN 3 l CONSTRUCTION �° NEWFIELD Q, DESIGN GROUP, INC. 20955 PATHFINDER RD. SUITE #100 °� DIAMOND BAR, CA 91765 2 PHONE: (909) 275-8037 �j 9.2 newfielddesigngroup@gmail.com 9 2Q STRUCTURAL ENGINEER: ZZS STRUCTURAL J 0 2a ENGINEERING LLC U .Q 1 2376 CHALYBE TRAIL, a, D �, 9.3 BIRMINGHAM, ALABAMA 35226 s 2 I G Cell: (205)212-0861 w 9.21 LC E 5 Email: zzsstructural.com E51 o � 0 0 0 N z I Q THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, — — — — — 3 AND ARRANGEMENTS ARE THE INTELLECTUAL LLJ PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, Q COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF Q NEWFIELD DESIGN GROUP,INC. w REVISIONS: Q 31'-10" 29'-5" 31'-10" z w UNIT #16 (TYPE C2) UNIT #17 (TYPE A) UNIT #18 (TYPE E) L- 2 NORTH E F 9,3 9.21 G H BUILDING #6 ROOF PLAN PLAN CHECK NUMBER: INDEX MAP DRC2023-00131, L SU BTPM20738 p \ Q ®;BUILDING#6 Lu o o PLOT DATE: 8/7/2024 3:54 PM w O i a ® ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: � n � nn � n BUILDING #6 ROOF PLAN SHEET NUMBER: A9 . 14 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE c� 8626, 8642, &8644 ARROW ROUTE, c\1 x 0 RANCHO CUCAMONGA, CA c� (0 APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - 12 0207-201-11 15 OWNER: L 0 L0 12 PEACE & JOY I.I.C. cq T.O.PL. +27.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD Peace&Joy LLC. cq PROJECT MANAGER: LUKE C. CHAU co C? P.O.Box 4661 CERRITOS, CA 90703 bo C? Phone: 562.897.1893 co Email: RightTimeDevelopment 9 't 12 15 b @gmail.com c*4 LOFT FF. +19.00 b I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DESIGNER: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p p --.,..,HEAD - - - - - - - - co M DEVELOPING DESIGN C? CONSTRUCTION 0 ao 0? NEWFIELD DESIGN GROUP, INC. 20955 PATHFINDER RD. SUITE #100 0 E DIAMOND F BAR, CA 91765- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - PHONE: (909) 275-8037 0 s, --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — newfielddesigngroup@gmail.com HEAD - - - - - - -- - - - -- ZZS STRUCTURAL ui ENGINEERING LLC FP11 A) C? F.- Ll ui 2376 CHALYBE TRAIL, BIRMINGHAM, ALABAMA 35226 Cell: (205)212-0861 I LL�4 I LL�4 LL.J I Email:zzsstructural.com 1ST F.F. ±0.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co PROPOSED GRADE PER GRADING PLAN E F G H r CD BUILDING #6: EAST ELEVATION 00 C I D SCALE: 114"=1'-O" THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 12 COPIED OR LOANED IN PART OR WHOLE WITHOUT b I THE EXPRESSEDWRITTENAUTHORIZATIOIN F NEWFIELD DESIGN GROUP,INC. LO w 12 5 T.O.PL. +27.00 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD C? 0? 12 12 LOFT I FF. +19.00 b PLAN CHECK NUMBER: - - - - - - - - - - - - - - - - - -- INDEX MAP DRC2023-001131, HEAD 04 SUBTPM20738 cr) 9 -;BUILDING#6 bo Lu n o C? 1-- 1 PLOT DATE: 8/7/2024 3:54 PM =D L-i 0 L-i C-) ORIGINAL DRAWING PREP. L�j 12 n- DATE: 4/4/2023 1-+10-GO- - - - — 14 - - - - - - - - - - - - - - - - - - - - - - PLAN PREPARED BY: --T77 777-777 HEAD - - - - - - - - MANOLA PL. - � n �- inn F-10 BUILDING #6 OD C? NORTH ELEVATIONS (1 ) 1ST F.F. ±0.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - PROPOSED GRADE SHEET NUMBER: PER GRADING PLAN 1 2 BUILDING #6: SOUTH ELEV ION A9 . 21 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE C� 8626, 8642, &8644 ARROW ROUTE, C\1 x 0 RANCHO CUCAMONGA, CA C� (0 APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — 0207-201-11 J! OWNER: PEACE & JOY I.I.C. Q �j 12 Ib T.O.PL. +27.00 — — — — — — — — — — T— -A — — — — — — — — — — — - - — — — — — — — — — — — — — — - - - - - - - - - - - - - - - H EAD F-I Peace&Joy N 9w, LLC. C14 PROJECT MANAGER: LUKE C. CHAU co 6 P.O.Box 4661 CERRITOS, CA 90703 C? bo C? F—j I_— r Phone: 562.897.1893 zo co F- Email: RightTimeDevelopment 9 @gmail.com yti Cq 12 LOFT FF. +19.00 F-----------I I b v— V DESIGNER: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEAD — — — — DEVELOPING co DESIGN CONSTRUCTION C14 C? ao NEWFIELD DESIGN GROUP, INC. 20955 PATHFINDER RD. SUITE #100 0 E DIAMOND BAR, CA— — — — — — — — PHONE: (909) 275-8037 91765 — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — -- — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — newfielddesigngroup@gmail.com 0 HEAD - — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — STRUCTURAL ENGINEER: ❑ ❑ ZZS STRUCTURAL JC ENGINEERING LLC a) El El El El F-1 El El El F-1 El El E] E] El 2376 CHALYBE TRAIL, BIRMINGHAM, ALABAMA 35226 ElF--1 F-1 71711--] a oa0oo00 Cell: (205)212-0861 - 71 F-1 F-1 71 E] = F-1 Email:zzsstructural.com 1ST F.F. ±0.00 4 PROPOSED GRADE PER GRADING PLAN H G r CD BUILDING #6: WEST ELEVATION 00 C I D SCALE: 114"=1'-O" THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSEDWRITTENAUTHORIZATIOIN F NEWFIELD DESIGN GROUP,INC. REVISIONS: LO LLJI 12 T.O.PL. +27.00 — — — — -- — — — — — — — HEAD C? 12 12 Ib 5 LOFT FF. +19.00 — — — — - - PLAN CHECK NUMBER: T- - — — — — — — — — — — — — — — — — — — — — — — — — — — — INDEX MAP DRC2023-001131, HEAD - - - - - - - - - - - - - C14 -7T SUBTPM20738 2 < 9 BUILDING#6 o bo Lu C? I-- I— =D PLOT DATE: 8/7/2024 3:54 PM L-i 0 L-i C-) ORIGINAL DRAWING PREP. L�j 0 n- 12 DATE: 4/4/2023 F—+2-Go 4 F— - - — — — — — — — — — — — — — — — — -- - — — — — — — — — — — -- - — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — PLAN PREPARED BY: HEAD NDG /ANDY C. LIN - — — — — — — — F — — — — — -- — — — — — — — — — — — — — — MAN LA PL. SHEET TITLE: F-1 F7F-1 BUILDING #6 C? NORTH ELEVATIONS (2) � 1ST F.F. ±0.00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ca PROPOSED GRADE PER GRADING PLAN SHEET NUMBER: 3 2A 1A BUILDING #6: NOR H ELEVATION . A9 . 22 SCALE: 114"--1'-O" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: CD AVIGNON RESERVE c� `1- 8626, 8642, &8644 ARROW ROUTE, c\1 x 0 RANCHO CUCAMONGA, CA c� (0 APN: 0207-201-24 0207-201-10 T.O.ROOF +32.92 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 0207-201-11 PEACE & JOY I.I.C. (0 T.O.PL. +27.00ao — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 HEAD Peace&Joy LLC. cq PROJECT MANAGER: LUKE C. CHAU CID 6 P.O.Box 4661 CERRITOS, CA 90703 bo 3: C? 7 I- 0? Phone: 562.897.1893 zo co Email: RightTimeDevelopment 9 @gmail.com C14 0;�s BED RM.#3 III GYM LOFT FF. +19.00 - - - IN - - - - - - - - - DESIGNER: co IM ffl f":3111 tA t I-1E x --.,..,HEAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - ■ < co C111 DEVELOPING DESIGN o 0 CONSTRUCTION ao 2 NEWFIELD <1 DESIGN GROUP, INC. co 20955 PATHFINDER RD. SUITE #100 0 M.w E M.BA#1 M.BED �M.#i ull M.BED R�4.#i u M.BED R�01 1 1 DIAMOND BAR, CA 91765 PHONE: (909) 275-8037 newfielddesigngroup@gmail.com 0 HEAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL ENGINEER: ZZS STRUCTURAL ENGINEERING LLC A) ti 2376 CHALYBE TRAIL, BIRMINGHAM, ALABAMA 35226 Cell: (205)212-0861 1ST F.F. ±0.00 1-11/ING RNI, DINING I I KITCHEN jull KITCHEN I 1� DINING LIVING RM. I 11L 11 KITCHE DINING LIVING RM, Email:zzsstructural.com PROPOSED GRADE PER GRADING PLAN E IF G CD BUILDING #6 SECTION A—A 00 C I D SCALE: 114"=1'I THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, n- AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. LLJ THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, T.O.ROOF +32.92 COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. 12 b REVISIONS: L-j 12 i b 1 L- T.O.PL. +27.00 - - - - - - - - - - - HEAD 42"MIN.HT LOW WALL GUARDRAIL C? 12 LOFT FF. +19.00 b 1 11113A #3 111 1A=jL GYM - - - - - - - - - - - PLAN CHECK NUMBER: ---— — — — — — — — — — — — — — — — — — — — — — HEAD INDEX MAP DRC2023-001131, - - - - - - - - - - - - - - - - - - ... - - - -- - - - - - - - - - - - - - - - - - - - - - - - - CN SUBTPM20738 co \�,1 o UIL bo ui C? I-- PLOT DATE: 8/7/2024 3:54 PM o =D L-j C-) ORIGINAL DRAWING PREP. L-i n- BA # LIN. M.BED RM.#1 DATE: 4/4/2023 F - - - - - - - - - PLAN PREPARED BY: - - - - - - - - - HEAD NDG /ANDY C. LIN - - - - - - - - - - - - - - - - - -1 F7 F-1 F-� I F BUILDING #6 C? NORTH SECTIONS A, II1ST F.F. ±0.00 kAI KITCHEN - - - - - - - - - PROPOSED GRADE -'PROPOSED GRADE PER GRADING PLAN PER GRADING PLAN SHEET NUMBER: BUILDING #6 SECTION B—B 2A 3 A9 . 31 SCALE: 114"--1111-0" w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ 0207-201-11 -a OWNER: PEACE & JOY I.I.C. Lu N rPeace&Joy 04 C. oN I~ PROJECT MANAGER: LUKE C. CHAU co m [1] 0] 0] I� P.O.Box 4661 CERRITOS, CA 90703 o 0 m m m m Phone: 562.897.1893 o Email: RlghtTlmeDevelopment Lu @gmail.com ,� DDD z m � w °aBIT DESIGNER: O LARGE OPEN o ao wl SPACE we Po o �n G1 `L° o d� - - - - a Da4b �� v ` ■ �I`�ffl GR1=1 ARROW do4 a - - Qaolo w A o p� o v Q o�o�op a I I DEVELOPING ROUTE 114'-0" 41'-011 1 I DESIGN CONSTRUCTION g ( Aft F2 NEWFIELD Of DESIGN GROUP, INC. 0 0 01 93'-1" 37'-0" 20955 PATHFINDER RD. SUITE #100 m� 11'-0" 42" 36" 4" 8'-0" 6'-0" DIAMOND BAR, CA 91765 0) TRAVEL ''-' "-' PARKWAY SIDEWAL 94'-7" 15'-0" EAST ELEVATION OF BUILDING#2 REAR YARD SETBACK PHONE: (909) 275-8037 0 LANE < < 55'-0" EAST ELEVATION OF BUILDING#1 DISTANCE BETWEEN ALONG MANOLA PL (WALL TO PROPERTY LINE) newfielddesigngroup@gmail.com 0 w Y FRONT YARD SETBACK BUILDINGS EAST ELEVATIONS OF BUILDING #1 & #2 u m (CURB TO WALL) STRUCTURAL ENGINEER: _ 1 �]C co °° SCALE: 1"=10'-0" ZZS STRUCTURAL LO LO ENGINEERING LLC o N 00 2376 CHALYBE TRAIL, CD BIRMINGHAM, ALABAMA 35226 0 �I Cell: (205)212-0861 Email: zzsstructural.com w w n- 0 O — Lu I� 7 - - Q w w ~ tory it — I _ 7—, a - --- -- - - - _ - _ S-z rsz z_ Lu z a LARGE OPEN OffI 4 THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, w o dp�, SPACE - - - - aI �° AND ARRANGEMENTS ARE THE INTELLECTUAL O (� D _ oo PROPERTY OF NEWFIELD DESIGN GROUP,INC. Li o a p vPoP THEY ARE FOR THE USE OF THIS SPECIFIC — a o0a o o a ARROW PROJECT ONLY AND MAY NOT BE REPRODUCED, i C1�11� } �"�'�4,� ROUTE COPIED OR LOANED IN PART OR WHOLE WITHOUT [][][�0��0 C000��0 DD�D�OD 41 -0 14-0 I THE EXPRESSED WRITTEN AUTHORIZATION OF 0�E]0 M0000 �0�0000 00�00�� I NEWFIELD DESIGN GROUP,INC. 00�0000 f�f��C�OCIL� 0�00�0� 00��000 DOC�O000 00000�0 0000000 0000�001 I ===F 0000FI00 LA, REVISIONS: 37'-0" 93'-1" 6'-0" 8'-01124111,3611 42" 11'-0" REAR YARD SETBACK WEST ELEVATION OF BUILDING#2 15'-0" 94'-7" SIDEWAL PARKWAY �,, z z TRAVEL (WALL TO PROPERTY LINE) DISTANCE BETWEEN WEST ELEVATION OF BUILDING#1 55'-011 Q Q LANE BUILDINGS FRONT YARD SETBACK Lu (CURB TO WALL) �' m u- m WEST ELEVATIONS OF BUILDING #1 & #2 2 SCALE: PLAN CHECK NUMBER: LLJ INDEX MAP DRC2023-00131, 0 o- -- -- -- L--\ SUBTPM20738 L�j LLB m - LL 0 PLOT DATE: 8/7/2024 1:52 PM 2 i - � ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 i BUILDING#1 BUILDING#2 PLAN PREPARED BY: 1 NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: n n n n n 7 7 EAST & WEST z ELEVATIONS OF BUILDING #1 & #2 SHEET NUMBER: A2 . 5 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ 0207-201-11 -a OWNER: PEACE & JOY I.I.C. N N W Peace&Joy N LLC. 04 PROJECT MANAGER: LUKE C. CHAU co, - m I to P.O.Box 4661 CERRITOS, CA 90703 I® Phone: 562.897.1893 00 Email: RightTimeDevelopment W - a � [0I DESIGNER: o 0 ry I /Lu c.- Oo - - MWaRA ° aqd O ARROW o o°� 0- % MIN o b 4 ROUTE oa �I4A14'-0'�D 41'-0" I CQ` —1F 00�000� I DE SIGN Q L-IL-IL-jL-it� 1 E]00E]E]00 ��00�� 00�00�� 0�1�0000 000M000 —1nLJ0000 00000�0 CONSTRUCTION I�0�0000 0000000 0000�00 0000000 0000000 0000000 0000000 =000000 000000o NEWFIELD DESIGN GROUP, INC. 0 20955 PATHFINDER RD. SUITE #100 m� 93'-1" 26'-0" MIN. 9-6" DIAMOND BAR, CA 91765 11'-0" 42" 36" 4'- 8'-0" 6'-0" 94'-7" 15'-0" EAST ELEVATION OF BUILDING#4 FIRE ACCESS SITOR PARKING PHONE: (909) 275-8037 0 TRAVEL z z w PARKWAY SIDEWALK 55'-0" EAST ELEVATION OF BUILDING#3 DISTANCE BETWEEN 371-0" newfielddesigngroup@gmail.com LANE J 1 FRONT YARD SETBACK BUILDINGS REAR YARD SETBACK Of Y (CURB TO WALL) (WALL TO PROPERTY LINE) STRUCTURAL ENGINEER: ° _ EAST ELEVATIONS OF BUILDING #3 & #4 ZZS STRUCTURAL Of o SCALE: LO ENGINEERING LLC o N 00 2376 CHALYBE TRAIL, CD BIRMINGHAM, ALABAMA 35226 0 �I Cell: (205)212-0861 Email: zzsstructural.com w w n- 0 O W ---- - " -- - - - -- - -- -- --__ -- w �Lu a_ mLLJIT—] ® f I ~ III m ELI EllnLu EII ED IELI = - z zI ❑ m Off a4 THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, w I p AND ARRANGEMENTS ARE THE INTELLECTUAL - - P d p° a �° THEY ARE FOR THE USE OF THIS SPECIFIC PROPERTY OF NEWFIELD DESIGN GROUP,INC. $ --- - — � _ �a ARROW PROJECT ONLY AND MAY NOT BE REPRODUCED, ° ROUTE COPIED OR LOANED IN PART OR WHOLE WITHOUT Lu 8 L 41'-0" 14'-011 i�� THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. � I REVISIONS: 9'-6" 26'-0" MIN. 93'-1" VISITOR PARKING FIRE ACCESS 6'-0" 8'-0" �4-',-36-- 42" 11'-0" WEST ELEVATION OF BUILDING#4 15'-0" 94'-7" SIDEWAL PARKWAY �,, z z TRAVEL 37'-0" DISTANCE BETWEEN WEST ELEVATION OF BUILDING#3 55'-0" J J LANE REAR YARD SETBACK BUILDINGS FRONT YARD SETBACK W Of (WALL TO PROPERTY LINE) (CURB TO WALL) m u- m WEST ELEVATIONS OF BUILDING #3 & #4 2 SCALE: PLAN CHECK NUMBER: LLJ INDEX MAP DRC2023-00131, SUBTPM20738 Lu U a LLB PLOT DATE: 8/7/2024 1:52 PM o i BUILDING#3 _ BUILDING#4 a ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 af of PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: F- � nF- nnF-] n EAST & WEST z ELEVATIONS OF BUILDING #3 & #4 SHEET NUMBER: A2 . 6 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ 0207-201-11 -a OWNER: PEACE & JOY I.I.C. CD -= - w rPeace&Joy N C. O I~ PROJECT MANAGER: LUKE C. CHAU co m m m I0- P.O.Box 4661 CERRITOS, CA 90703 O C)m m m m co - Email: RightTimeDevelopment _ O _ - - @gmail.com ;� Lu LLJILI m m m I Iml DESIGNER: o ry ED 4 q0o OI -- — WARAtQ 4 d� - � T� V ARROW �?aa o bo�� -_ - - - �� ' w R I oa 0 o� p o 0 oPoo 8 � DEVELOPING L ROUTE 11 14 0 ol 41011 DESIGN � CONSTRUCTION g NEWFIELD DESIGN GROUP, INC. 0 0 93'-1" 26'-0" MIN. 9'-6" 20955 PATHFINDER RD. SUITE #100 m� 11'-0" 42" 36-' 4'- 8'-0" 6'-0" 94'-7" 15'-0" FIRE ACCESS SITOR PARKING DIAMOND BAR, CA 91765 0) EAST ELEVATION OF BUILDING#6 PHONE: (909) 275-8037 0 TRAVEL z z w PARKWAY SIDEWAL 55'-0" EAST ELEVATION OF BUILDING#5 DISTANCE BETWEEN 37'-0" newfielddesigngroup@gmail.com LANE J 1 FRONT YARD SETBACK YARD SETBACK w CURB TO WALL BUILDINGS (WALL TRO PROPERTY LINE) U ( ) ) STRUCTURAL ENGINEER: EAST ELEVATIONS OF BUILDING #5 & #6 ZZS STRUCTURAL Of o SCALE: LO ENGINEERING LLC o N 00 2376 CHALYBE TRAIL, CD BIRMINGHAM, ALABAMA 35226 0 �I Cell: (205)212-0861 Email: zzsstructural.com w w n- 0 o w I W - MFI U _ __ — W T ~ l o Ir I; Ij m J(III��IIII C-D _ D Q4 Q I mm THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, w - - Lu I o AND ARRANGEMENTS ARE THE INTELLECTUAL PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC o �o� 0- o0d o v ARROW PROJECT ONLY AND MAY NOT BE REPRODUCED, a aogaQo D a° COPIED OR LOANED IN PART OR WHOLE WITHOUT 4 ROUTE 000 M 0 17171 0 0 0 0 0 I THE EXPRESSED WRITTEN AUTHORIZATION OF i4i0]0000] ]]]]]]] ]00]�0] 000�1]00 ]]]]]]] t I �I NEWFIELD DESIGN GROUP,INC. 000E-1000 F7 7171 F-1 F7 7171 ]0]]]]] ]]]]]]] REVISIONS: 9'-6" 26'-0" MIN. 93'-1" SITOR PARKING FIRE ACCESS 6'-0" 8'-011 �4111136" 42" 11'-0" WEST ELEVATION OF BUILDING#6 15'-0" 94'-7" 'SIDEWALK'lo PARKWAY ui ui TRAVEL REAR YARD SETBACK WEST ELEVATION OF BUILDING#5 551-011 FRONT YARD SETBACK uiz z � Q Q LANE w Of (WALL TO PROPERTY LINE) (CURB TO WALL) m u- m WEST ELEVATIONS OF BUILDING #5 & #6 2 SCALE: PLAN CHECK NUMBER: LLJ INDEX MAP 2 DRC2023-00131, -- --8- o a --\ SUBTPM20738 L�jp w i BUILDING#5 BUILDING:,ui , PLOT DATE: 8/7/2024 1:52 PM i ORIGINAL DRAWING PREP. p / DATE: 4/4/2023 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: � n � nn � n EAST & WEST z ELEVATIONS OF BUILDING #5 & #6 SHEET NUMBER: A2 . 7 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ 0207-201-11 -a OWNER: PEACE & JOY I.I.C. N 2 15 co ---- 12 _ -- Z.__ _- _z z - - - - _ -- -- _ l5 rPeace&Joy N . . . - - - - _ _ _". - C. C Lu z PROJECT MANAGER: LUKE C. CHAU �, I IJ P.O.Box 4661 CERRITOS, CA 90703 fir-I _ I� Phone: 562.897.1893 co `�' } >=_ �) Email: RightTimeDevelopment 9 w,. O 0 @gmail.com ; E] � = m w � m 4 ® I DESIGNER: 2 12 0 �^ �4 12 12 EXISTING 2-STORY M fflpR At�C1 U HOUSE DEVELOPING E MAN LA PL DESIGN ( Q i CONSTRUCTION I (PRIVATE ST) g NEWFIELD DESIGN GROUP, INC. o 6-0 5-0 6-0„ MIN 26'-0" PATIO SIDEWAL PATIO S EWA K 20955 PATHFINDER RD. SUITE #100 ¢� DRIVEWAY 37'-11" YARD 17'-0" YARD 37'-11" 26'-011 37'-11" 6'-011 DIAMOND BAR, CA 91765 0� PHONE: (909) 275-8037 0 SOUTH ELEVATION OF BUILDING#5 SOUTH ELEVATION OF BUILDING#3 DRIVEWAY SOUTH ELEVATION OF BUILDING#1 PATIO newfielddesigngroup@gmail.com YARD U SOUTH ELEVATIONS OF BUILDING #1 , #3 & #5 STRUCTURAL ENGINEER: 1 coSCALE: 1"=10'-0° ZZS STRUCTURAL Of 0 ENGINEERING LLC N 00 2376 CHALYBE TRAIL, CD BIRMINGHAM, ALABAMA 35226 0 �I Cell: (205)212-0861 Email: zzsstructural.com w w n- 0 CD n- - -- _ � wLu - w �I t ILu O - - �� O W �p m THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, z EXISTING 2 412 AND ARRANGEMENTS ARE THE INTELLECTUAL LLJ 2-STORY I 4� �4 ZZ z TI PROPERTY OF NEWFIELD DESIGN GROUP,INC. THEY ARE FOR THE USE OF THIS SPECIFIC HOUSE PROJECT ONLY AND MAY NOT BE REPRODUCED, MANOLA PL �` IE COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF (PRIVATE ST) ;`' I I NEWFIELD DESIGN GROUP,INC. i n i REVISIONS: ' MIN 6'-0" F5T'- 6'-011 S DEWA K PATIO SIDEWALI PATIO 26'-011 6-0" 37'-11" 26'-011 37'-11" YARD 17'-0" YARD 37'-11 DRIVEWAY PATIO NORTH ELEVATION OF BUILDING#1 DRIVEWAY NORTH ELEVATION OF BUILDING#3 NORTH ELEVATION OF BUILDING#5 YARD TT: PLAN CHECK NUMBER: LLJ INDEX MAP DRC2023-00131, o a -- -- -- L--\ SUBTPM20738 L�jp i BUILDING#5 Lu PLOT DATE: 8/7/2024 1:52 PM O 1 'BUILDING#3 _ 2_ ORIGINAL DRAWING PREP. a p / DATE: 4/4/2023 BUILDING#1 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: n n n n n n n SOUTH & NORTH z ELEVATIONS OF BUILDING #1 , #3 & #5 SHEET NUMBER: A2 . 8 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA q APN: 0207-201-24/0207-201-10/ 0207-201-11 -a OWNER: PEACE & JOY I.I.C. N 12 5F_ - C 12 yy� S, - - -= - - Peace&Joy N LLC. o z - z PROJECT MANAGER: LUKE C. CHAU �, P.O.Box 4661 CERRITOS, CA 90703 I[if Phone: 562.897.1893 C) LL, - - - - -- w o -- - _ _ Email: RightTimeDevelopment frf - _ a @gmail.com ;1 w I DESIGNER:2 o Zt- 12�4 - 2 I r U EXISTING - - - 2-STORYfrfflAAAtC1 U ID - o HOUSE ' w DEVELOPING V I p MANLA PL DESIGN U �o Ia. (PRIV TEST) CONSTRUCTION � —Aw 0 NEWFIELD „ DESIGN GROUP, INC. 0 6-0 5-0 6-0 MIN 26'-0" PATIO SIDEWAL PATIO S EWA K 20955 PATHFINDER RD. SUITE #100 ¢� DRIVEWAY 3T-11" YARD 17'-0" YARD 37'-11" 26'-011 37'-11" 6-4- DIAMOND BAR, CA 91765 0� PHONE: (909) 275-8037 0 SOUTH ELEVATION OF BUILDING#6 SOUTH ELEVATION OF BUILDING#4 SOUTH ELEVATION OF BUILDING#2 PATIO newfielddesigngroup@gmail.com YARD U SOUTH ELEVATIONS OF BUILDING #2, #4 & #6 STRUCTURAL ENGINEER: 1 coSCALE: 1"=10'-0° ZZS STRUCTURAL Of 0 ENGINEERING LLC N 00 2376 CHALYBE TRAIL, CD BIRMINGHAM, ALABAMA 35226 0 �I Cell: (205)212-0861 Email: zzsstructural.com w w n- 0 0 - - w w c� W J J Lu n- ELI m THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, z EXISTING ,� - AND ARRANGEMENTS ARE THE INTELLECTUAL LLJ 2-STORY I a 2 * -- `` 12 I PROPERTY OF NEWFIELD DESIGN GROUP,INC. HOUSE THEY ARE FOR THE USE OF THIS SPECIFIC PROJECT ONLY AND MAY NOT BE REPRODUCED, mTHE EXPRESSED WRITTEN MANOLA PL COPIED OR LOANED IN PART OR WHOLE WITHOUT (PRIVATE ST) I I NEWFIELD DESIGN GROUP,A OF INCHORIZATION i4� n REVISIONS: MIN 6'-0" 5'-0" 6'-0" S EWALK PATIO SIDEWALI PATIO 27'-11" 6'-011 37'-11" 27'-11" 36'-011 YARD 17'-0" YARD 36'-011 DRIVEWAY PATIO NORTH ELEVATION OF BUILDING#2 NORTH ELEVATION OF BUILDING#4 NORTH ELEVATION OF BUILDING#6 YARD TT: PLAN CHECK NUMBER: LLJ INDEX MAP DRC2023-00131, 0 o- -- -- -- L--\ SUBTPM20738 L�jp w i BUILDING#6 Lu PLOT DATE: 8/7/2024 1:52 PM o 1 BUILDING#4 2 ORIGINAL DRAWING PREP. p DATE: 4/4/2023 BUILDING#2 PLAN PREPARED BY: NDG /ANDY C. LIN MANOLA PL. SHEET TITLE: n n n n n n n SOUTH & NORTH z ELEVATIONS OF BUILDING #2, #4 & #6 SHEET NUMBER: A2 . 9 w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVE 8626, 8642, &8644 ARROW ROUTE, X RANCHO CUCAMONGA, CA A. B. C. E. F APN: 0207-201-24/0207-201-10/ • 0207-201-11 BODY COLOR & STUCCO CONCRETE ROOF TILE WINDOW & DOOR SHUTTER FRONT ENTRY DOOR by LaHabra by Eagle Roofing by Andersen Windows & Doors by Builders Edge by Jeld-Wen OWNER: w PEACE & JOY I.I.C. APPRDX 2" APPRDX 2_15" co Peace&Joy N LLC. oN PROJECT MANAGER: LUKE C. CHAU co, P.O.Box 4661 CERRITOS, CA 90703 PRIMARY BODY COLOR00 r Phone: 562.897.1893 0 Mirage x-28 (56) Email: Rig htTimeDevelopment91 T PAINT COLOR A: PAINT COLOR B: @gmaiLcom N1 base 200 y� �� aPPRQX 3" NJ > '� Pottery Dark Choclate w for Building #1, #3 & #5 for Building #2, #4 & #6 DESIGNER: ° U I �Fr�ARAt�Q —J Manuf: Jeld-Wen ■ C� DEVELOPING 1 PCefinish Colors: DESIGN Q Color A: Potter for Building #1 #3 & #5 of i , Y ( g ) CONSTRUCTION SMC 8403 SANTA BARBARA BLEND Color B: Dark Chociate for Building #2, #4 & #6 ( Profile: Capistrano APpROX 4 NEWFIELD', � Description: Blend of Light, Dark Terracotta, ��--------------------------A H Door Types: DESIGN GROUP, INC. o WIDTH APPRDX 1" oil 6 Q Mauve, Dark Beige 3611 x9611 6-Panel Primed Premium Steel Front Door 20955 PATHFINDER RD. SUITE #100 DIAMOND BAR, CA 91765 co 14.5"x42" Louvered Vinyl Exterior Shutters PHONE: (909) 275-8037 0 SECONDARY BODY — _— - Y newfielddesigngroup@gmaiLcom 0 COLOR - �� I� - G. H. Sierra Tan x-580 (44) �; . • GARAGE DOOR OUTDOOR WALL LANTERN STRUCTURAL ENGINEER: base 200 �,,,,,,,,,;;;;;,:. ; ,� ZZ STRUCTURAL of by Clopay by Maxxima S S UC LO `° A ENGINEERING LLC CD !:! DO 2376 CHALYBE TRAIL, CD EXTERIOR FINISH `� Color #009 Color #010 BIRMINGHAM, ALABAMA 35226 0 COLOR: 1 Federal Brown Musket Brown ( ) o Cell: 205 212-0861 a� J fir l f r DARK BRONZE # Email: zzsstructural.com iu r r _ � r 'f f f f f��f rf f f � - CD Maxxi ma �trrf _ CD -Light Black LED Outdoor Wall Lantern Sconce w/ Classic Collection 16'x7' 18.4 R-Value Intellicore Dusk to Dawn Sensor Insulated Solid White Garage Door w AM Fixture Material: Aluminum Color #027 Color #028 --_ � Shade Material: Clear Gass Reference Image Burgundy Red Forest Green - - poll Manuf: Andersen Windows & Doorsz:c k I "I - - w Products Collection: 100 Series Core, - z - Material: Fibrex® composite material GABLE VENT THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, - - Exterior Colors: Dark Bronze AND ARRANGEMENTS ARE THE INTELLECTUAL w by Eken a Millwork PROPERTY OF NEWFIELD DESIGN GROUP,INC. L Notes: , L J � �� THEY ARE FOR THE USE OF THIS SPECIFIC "- ' 1 . All Interior finishes and colors (both windows PROJECT ONLY AND MAY NOT BE REPRODUCED, COPIED OR LOANED IN PART OR WHOLE WITHOUT oil and an a window hardware sou =� �_ • � ;� THE EXPRESSED WRITTEN AUTHORIZATION OF d doors) and hd should . �`� '--�1 be selected by the OwnerNEWFIELD DESIGN GROUP,INC. 18.4 R-VALUE 2. All door hardware (entry locksets, which �� rp include exterior escutcheon plates, mortise Enlarged Garage Door Image REVISIONS: locks, interior escutcheon plates, knobs & levers) should have either a dark bronze Manuf: Clopay patina or brass finish. Louvered Shutter Classic Collection 16'x7' 18.4 R-Value Intellicore Finish Body color Reference Image Roof Reference Image _ _": -—Ah. Reference Image Insulated Solid White Garage Door Manuf: LaHabra Manuf: Eagle Roofing Manuf: Builders Edge Texture: Sand stucco finish w/ fine sand Tilte Number: SMC 8403 SANTA BARBARA BLEND Material: Vinyl Primary body color (Prominent light color): Profile: Capistrano Mirage x-28 (56) base 200 Color Blend Description: D. Shutter Finish: Secondary body color (Darker shade): Blend of Light, Dark Terracotta, Mauve, Dark Beige TRIM COLOR Color #009: Federal Brown for Building #4 Sierra Tan x-580 (44) base 200 Tiles/100 sgft: 88.5 Tiles Color #010: Musket Brown for Building #1 & #6 Weight/100 sgft: 900 (Standard) Location: Fascia, Rafter Tails, Window/Door trim, Color #027: Burgundy Red for Building #3 Location: Exterior Walls, Window & Door Surrounds, Gutters, Downspouts. Color #028: Forest Green for Building #2 & #5 PLAN CHECK NUMBER: Lij Window Sills, Bands, Caps, Columns, Fence Wall Notes: 0 1 . See more information and detail from SHERWIN-WILLIAMS EMERALD WHITE PAINT COLOR: Exterior Shutter Styles: DRC2023-00131, Notes: manufactural installation manual. High-performance acrylic latex paint, offers excellent 14.5"x42" Louvered Vinyl Exterior Shutter SUBTPM20738 1 . The sand finish should be much smaller sand w flexibility and crack resistance. particles to achieve the finished look. 2. All plaster should match the paint color specified NOTE TO BUILDER: PLOT DATE: 8/7/2024 1:52 PM above. 1 . Newfield Design Group is responsible for aesthetic 3. All plaster edges should be rounded 1/2" radius. choices. All colors and materials listed are for ORIGINAL DRAWING PREP. color purposes only. Manufacturer for all products DATE: 4/4/2023 will be appointed by the Owner. PLAN PREPARED BY: 2. The images are approximate representations only. NDG /ANDY C. LIN SW 7006 EXTRA WHITE The color duplication process may not accurately BY SHERWIN-WILLIAMS EMERALD represent the final colors and materials. Please SHEET TITLE: refer to the actual samples for more accuracy. 3. Owner may choose comparable materials or COLORS & MATERIALS colors during construction. SHEET NUMBER: A3 . 0 n- w PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: J I B A AVIGNON RESERVECD 8626, 8642, &8644 ARROW ROUTE, D RANCHO CUCAMONGA, CA _ APN: 0207-201-24/0207-201-10/ M 0207-201-11 OWNER: PEACE & JOY I.I.C. N O e &Joy N � LC. CD PROJECT MANAGER: LUKE C. CHAU P.O.Box 4661 CERRITOS, CA 90703 Phone: 562.897.1893 C) Email: Rig htTimeDevelopment N 7 gmal .com ,� i' DESIGNER: ° 0 • U � mm � L t 1I W aR At %ICI �■ N DEVELOPING U DESIGN Q II I III CONSTRUCTIO1 Q -- 6 NEWFIELD DESIGN GROUP, INC 0 _ % L = 20955 PATHFINDER RD. SUITE #100 ¢i DIAMOND BAR, CA 91765 PHONE: (909) 275-8037 newfielddesigngroup@gmail.com a STRUCTURAL ENGINEER: A c ZZS STRUCTURAL ic ic ic ENGINEERING LLC o < o 0 2376 CHALYBE TRAIL, �" '~< :; • •- - ., � � G � � CeRll MINGHAM(05)212�861BAMA 35226 .o LLI Email: zzsstructural.com bi CD L F G H Q w STANDARD ELEVATIONS DRIVEWAY Q Q ELEVATION MATERIAL LEGEND A B D C z OA EXTERIOR STUCCO: THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, AND ARRANGEMENTS CEMENT PLASTER BY"LA HABRA", W/ FINE SAND FINISH PROPERTY OF NEWFFIELDIELD DESIGN INTELLECTUAL GROUP,INC. PRIMARY BODY COLOR: MIRAGE, X-28 (56), BASE 200 THEY ARE FOR THE USE OF THIS SPECIFIC SECONDARY BODY COLOR: SIERRA TAN, X-580 (44), BASE 200 PROJECT ONLY AND MAY NOT BE REPRODUCED, == f- COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF NEWFIELD DESIGN GROUP,INC. ROOF TILE: CAPISTRANO CONCRETE ROOF TILES BY EAGLE ROOFING LMC 8403 SANTA BARBARA BLEND, BLEND OF LIGHT, DARK TERRACOTTA, REVISIONS: -------- MAUVE, DARK BEIGE. -- - - - - O WINDOWS & DOORS: BY ANDERSEN , FIBREX COMPOSITE MATERIAL, PAINTED DARK BRONZE, TEMPERED, DUAL GLAZED, THERMALLY CONTROLLED OR COMPARABLE EQUIVALENT. Op TRIM: PAINTED WHITE, LOCATION AT FASCIA, RAFTER TAILS, GUTTERS, � � �- ,�_..•: DOWNSPOUTS, WINDOW& DOOR TRIM. <,> < SHUTTER: —� BY BUILDERS EDGE , VINYL MATERIAL, PAINTED COLOR SEE SHEET A3.0 PLAN CHECK NUMBER: Q %J%Y OF FRONT ENTRY DOOR: BY JELD-WEN, 36 x80 6-PANEL PRIMED PREMIUM STEEL FRONT DOOR DRC2023-00131, o E COLOR DETAILS SEE SHEET A3.0 SUBTPM20738 w s GO GARAGE DOOR: BY CLOPAY, CLASSIC COLLECTION 16'x7' 18.4 R-VALUE INTELLI CORE -- - INSULATED SOLID WHITE GARAGE DOOR. PLOT DATE: 8/7/2024 1:52 PM ORIGINAL DRAWING PREP. EXTERIOR LIGHT FIXTURE: MOUNTED TO EXTERIOR WALL, BY MAXXIMA, 1-LIGHT BLACK LED DATE: 4/4/2023 -- - `� OUTDOOR WALL LANTERN SCONCE W/ DUSK TO DAWN SENSOR, OR PLAN PREPARED BY: 1 , COMPARABLE EQUIVALENT. � G /ANDY C ND C. LIN t � GABLE VENT: SHEET TITLE: ic ic ' ROUND GABLE LOUVER VENT BY EKENA MILLWORK WITHE COLOR s ROUGH OPENING 16"0 VENTING AREA 200 SQ. IN. OR COMPARABLE STANDARD COLOR EQUIVALENT. i �`� •4 1 I.! r O WING WALL: ELEVATIONS (1 ) 10 THICKNESS DECORATIVE CURVED WALL W/STUCCO FINISH. z .. FRI DOGHOUSE: ELECTRICAL PANELS PER UTILITY PLAN 40 OL AC SCREEN: 4'-6" HEIGHT x T-8"WIDTH WOOD FRAMED LATTICE PANEL SHEET NUMBER: F TRELLIS MOUNTED TO EXTERIOR WALL FOR AIR CONDITIONER SCREEN. STANDARD ELEVATIONS @ SOUTH ALONG ARROW ROUTE A3 . 1 w SCALE: 1/4"=1'-0" PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PROJECT NAME: AVIGNON RESERVECD B E D C A N 8626, 8642, & 8644 ARROW ROUTE, x CD RANCHO CUCAMONGA, CA AP N: 0207-201-24102 07-201-101 0207-201-11 - -_.�-� , OWNER: PEACE & JOY I.I.C. Q '' -"-j i�.�ti- ��---��---ter--r-r��--�--�K --}N�. �11 �4�� ---+ram•--Lr��---�-�-----ter-r��'��^L•---�- �L.---�r--�� ---�--+��.--ti�-- - ��-�� , ~' "`--'��--�.-�� .� r O Peace& CD Joy N LLC. v PROJECT MANAGER: LUKE C. CHAU 00 ` I P.O.Box 4661 CERRITOS, CA 90703 Phone: 562.897.1893 CD co Email: RightTimeDevelopment It @gmail.com Ni Lu �! - -- DESIGNER: o U -w a �t ` �frMAAAt�Q ar, ■ a - DEVELOPING DESIGN Q T CONSTRUCTION Q NEWFIELD DESIGN GROUP, INC. 2 20955 PATHFINDER RD. SUITE #100 Qco DIAMOND BAR, CA 91765 _ 1 PHONE: (909) 275-8037 0 newfielddesigngroup@gmail.com M q STRUCTURAL ENGINEER: e' U rr = ` k. co > `= ZZS STRUCTURAL CD ENGINEERING LLC 0 0 N I� N o - 2376 CHALYBE TRAIL, BIRMINGHAM, ALABAMA 35226 0 Cell: (205)212-0861 • ! " - ;�{ - '.�'. `, f{ fat ' ti ` { f. - • �` ' y Email: zzsstructural.com .. •.Y. ;. ± s'k} - t. 7 i �, ` _ --.ram`1r- - 1. LLI W I J CD o' w STANDARD ELEVATIONS REAR PATIO YARD = SCALE: 1/4"=1'-0" o' Q Q ELEVATION MATERIAL LEGEND L� z AO EXTERIOR STUCCO: THIS DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS, C D B A CEMENT PLASTER BY 1A HABRA", W/FINE SAND FINISH ANDARRANGEME FIELDTS ESIGTHE NGROU INTELLECTUAL �' PROPERTY OF NEWFIELD DESIGN GROUP,INC. LL PRIMARY BODY COLOR: MIRAGE, X-28 (56), BASE 200 THEY ARE FOR THE USE OF THIS SPECIFIC SECONDARY BODY COLOR: SIERRA TAN, X-580 (44), BASE 200 PROJECT ONLY AND MAY NOT BE REPRODUCED, COPIED OR LOANED IN PART OR WHOLE WITHOUT THE EL D DESIGN GROUP,INC.EXPRESSED WRITTEN OF ROOF TILE: NEWF CAPISTRANO CONCRETE ROOF TILES BY EAGLE ROOFING - LMC 8403 SANTA BARBARA BLEND, BLEND OF LIGHT, DARK TERRACOTTA, REVISIONS: MAUVE, DARK BEIGE. C WINDOWS & DOORS: BY"ANDERSEN", FIBREX COMPOSITE MATERIAL, PAINTED DARK BRONZE, TEMPERED, DUAL GLAZED, THERMALLY CONTROLLED OR COMPARABLE EQUIVALENT. I OD TRIM: PAINTED WHITE, LOCATION AT FASCIA, RAFTER TAILS, GUTTERS, DOWNSPOUTS, WINDOW& DOOR TRIM. �_ O- SHUTTER: BY BUILDERS EDGE , VINYL MATERIAL, PAINTED COLOR SEE SHEET A3.0 PLAN CHECK NUMBER: FRONT ENTRY DOOR; DRC2023-00131 o 1�, BY JELD WEN, 36 x80 6-PANEL PRIMED PREMIUM STEEL FRONT DOOR o COLOR DETAILS SEE SHEET A3.0 SUBTPM20738 w . GO GARAGE DOOR: BY CLOPAY, CLASSIC COLLECTION 16'x7' 18.4 R-VALUE INTELLI CORE INSULATED SOLID WHITE GARAGE DOOR. PLOT DATE: 8/7/2024 1:52 PM EXTERIOR LIGHT FIXTURE: ORIGINAL DRAWING PREP. MOUNTED TO EXTERIOR WALL, BY MAXXIMA, 1-LIGHT BLACK LED DATE: 4/4/2023 - = OUTDOOR WALL LANTERN SCONCE W/ DUSK TO DAWN SENSOR, OR PLAN PREPARED BY: -- --�- COMPARABLE EQUIVALENT. NDG /ANDY C. LIN ,.• , GABLE VENT: � SHEET TITLE: ROUND GABLE LOUVER VENT BY EKENA MILLWORK, WITHE COLOR, ROUGH OPENING 16"0 VENTING AREA 200 SQ. IN. OR COMPARABLE STANDARD COLOR _`. EQUIVALENT. WING WALL: ELEVATIONS (2) y '" x • ; 10"THICKNESS DECORATIVE CURVED WALL W/STUCCO FINISH. if, y , .= �.:, �r�r�.-,r� - f -=sue, , • ~ y O DOGHOUSE: ELECTRICAL PANELS PER UTILITY PLAN 7. OL AC SCREEN: 4'-6" HEIGHT x T-8"WIDTH WOOD FRAMED LATTICE PANEL K SHEET NUMBER: TRELLIS MOUNTED TO EXTERIOR WALL FOR AIR CONDITIONER SCREEN. STANDARD ELEVATIONS CENTER WALKWAY A3 . 2 w SCALE: 1/4"=1'-0" un PAPER SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) DESIGN REVIEW COMMENTS September 17, 2024 7:00 p.m. Bond Mendez, CPD, Associate Planner 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. Site Characteristics and Background: The project site is part of a 160-acre property that was formerly developed with the privately owned and operated Empire Lakes Golf Course and within the Empire Lakes Specific Plan (the "Specific Plan"). The golf course was closed in mid-2016 following City Council approval to develop a new mixed-use, transit-oriented Development (The Resort) regulated by two separate specific plans, Resort South Specific Plan and Resort North Specific Plan. The Resort North Specific Plan is located north of 6th Street and south of the BNSF/Metrolink right of way and has been rough graded with a combined area of approximately 91 acres of land. The subject project site has an area of approximately 3.18 acres of land with the Resort North Specific Plan and is Parcel 7 of Tract 20440. Land Uses: The existing Land Use, General Plan, and Zoning Designations for, the project site and the surrounding properties are as follows: Land Use General Plan Zoning Site Vacant Land City Center Core Living (Planning Area N12 North Vacant Land City Center Recreation (Planning Areas N16 and N17 South Vacant Land City Center Core Living (Planning Areas N12 and N13 East Vacant Land City Center Village Neighborhood (Planning Areas N14 and N15 West Vacant Land City Center Village Neighborhood (Planning Areas N11 Project Overview: The project is for the development of 75 for sale multi-family townhouse units. The Resort North Specific Plan is divided into nineteen (19) planning areas broken into 4 Placetypes. The project site is within the planning area N-14 and the Core Living (CL) Placetype. The site is also partially within the Mixed-Use Overlay along the D Street alignment. The specific plan provides flexibility in location of the non-residential land uses as long as the target square footage of non-residential land use is met. Architecture, Building Plotting, and Site Layout: The Specific Plan encourages the use of multiple architectural design themes throughout the Specific Plan area. The Specific Plan provides standard characteristics that should be incorporated into the architecture to ensure that the proposed design is consistent with the selected design theme. The applicant has chosen two architectural design themes: Craftsman and Spanish. Design elements include tile roofs, stucco and horizontal siding, stone veneer, and paneling to reinforce the specific architectural style. The materials are carried to each elevation to emphasize the chosen architectural theme and building DRC COMMENTS D' D' 1 11 •1 MANAGEMENT CORP September 1 .•- variedarticulation. In turn, each architectural theme is distributed throughout the plan area to create a street scene. Craftsman Spanish � i� I�I � 1 � I�i '� M•I �� It E� I� ''� I� I� II � l it I� �I'�i 11 ��■I��I ;� I. L_ .- DRC COMMENTS DR DRC2023-00360 — LEWIS MANAGEMENT CORP September 17, 2024 Page 3 t d 71ei1 Raw Tvw_9060g� Rulltli rig 15 Bulldln 14 a Iding 13 u i Bui61 11 `V a Un@-R—T.—Bui Flirq a ® '^9a A Buildin 9 r liltlin 1G - -71 , ' a 6 Uni[•C;ry'gye Tarn Builtlng y`/�'�� - 7 o 1 —77 1 lj Tuu-camageron11181,namy _ I" - 1 _ s �ta 1 � &dltl- s uidn 2 p 2 ..J•a _ _ � �T n .. 4. �Iq a6 2. ❑ .3 .la�'Tl q'� z 1�{ q. �� 9 'L L u tlmg5 Building4 .ate, ® Buklding3� Architectural Theme Distribution. Black Star = Spanish elevations. The Specific Plan has a stated goal that building massing and design should reinforce the pedestrian scale of the adjacent street. The proposed three-story buildings are all below 40 feet in height and are of a size and scale that does not overwhelm the adjacent public streets, pedestrian pathways, or paseos. The building massing includes extensive wall and roof plane articulation, creating visual interest to each building elevation. The front entrances to the individual units and the second story balconies face either the public street or a paseo, helping to activate the adjacent public spaces and providing an extra level of security (i.e., eyes on the street). The project consists of 14 two-bedroom units, 21 three-bedroom units, and 40 three-bedroom units that range in size from 1,201 to 2,201 square feet and are within 4, 5, and 7-unit buildings with optional flex ground floor spaces that can be used as a bedroom, home office or workspace. Each unit includes a private balcony with the minimum required depth of 5 feet. The units are generally plotted with the front entrances either facing a public street or a paseo interior to the project. Trash collection will take place in individual trash bins in fixed locations throughout the project site. UNIT SUMMARY Residential Unit Type Unit Size SF - Net Number of Units 2 Bedroom 1,204 SF 14 3 Bedroom 1,933 SF 21 4 Bedroom 1,897 to 2,201 SF 40 Total Number of Units 75 Consistent with the requirements of the Specific Plan, the project will be an "open community." All streets within the interior of the project will be private and maintained by a homeowner's association. These streets, however, will be open to the public. Access into the project will be provided by street connections from four adjacent streets (Streets B, C, D, and Resort Parkway) and from non-gated pedestrian access points. Landscaping features, including enhanced paving, planters, trees, bike racks and benches. or bollards, may improve pedestrian safety and use. Decorative paving is provided at each of the main pedestrian crossings throughout the project DRC COMMENTS DR DRC2023-00360 — LEWIS MANAGEMENT CORP September 17, 2024 Page 4 site. Compliance with Development Standards: The project was designed in compliance with Resort North Specific Plan for projects within the Core Living (CL) Placetype and shown in the following table: COMPLIANCE TABLE Development Standard Required Proposed Complies Residential Density 18 to 35 DU/AC 24 DU/AC YES Street Setback from Resort 10 Feet 10 Feet YES Parkway ROW Building Separation Across 26 Feet Minimum 31 Feet or greater YES Drive Aisles Interior/Rear Yard Setback 10 Feet N/A YES Building Height 70 Feet Maximum Less than 40 Feet YES Open Space 150 SF/Unit Minimum 578 SF/Unit YES Parking: Section 9.3.5 (Parking Requirements) of the Specific Plan states that residential development with a density of 30 units/acre or less are required to provide parking consistent with the requirements described in Table 17.64.050-1 of the Development Code. The project has a proposed density of 24 dwelling units per acre and is made up of 75 units. The project is required to provide 170 resident parking spaces and 15 guest parking spaces, for a total of 185 overall parking spaces. The project provides 185 resident parking spaces. The Specific Plan allows for street parking spaces to be counted towards required parking spaces. The following table summarizes the required and provided parking spaces: PARKING ANALYSIS Number Square Parking Ratio Required of Units Footage Parking Multi-family Unit 14 N/A 2 Per Unit 28 (Two Bedrooms) (2 in Garage or Carport) Multi-family Unit 21 N/A 2 Per Unit 42 (Three Bedroom) (2 in Garage or Carport) DRC COMMENTS DR DRC2023-00360 — LEWIS MANAGEMENT CORP September 17, 2024 Page 5 Multi-family Unit 40 N/A 2.5 Per Unit 100 Four Bedroom 2 in Garage or Carport) Guest parking 75 N/A 1 Per 5 Units 15 Total Garage Parking Required (Covered) 170 Total Garage Parking Provided (Covered) 170 Street Parking Spaces 15 Total Parking Spaces Required 185 Total Parking Spaces Provided 185 Open Space and Recreational Amenities: Individual projects within the Specific Plan area are required to provide 150 square feet of a combination of private and common open space area per unit. The project provides private decks along with common seating and recreation areas that when averaged across the project total approximately 578 square feet per unit. Common open space areas include passive lawn areas and paseos totaling approximately 34,261 square feet. In addition to the project-specific open space amenities, the larger Specific Plan area will include common recreation facilities including pools/spas, fitness centers, parks, walking paths, and common gathering areas that are designed to meet the recreational amenity requirements that are generally required of multi-family projects within the City. These common recreational facilities areas are generally designed to be within close proximity to each of the residential developments throughout the larger project site. DRC COMMENTS DR DRC2023-00360 — LEWIS MANAGEMENT CORP September 17, 2024 Page 6 77 N -' .................................... f r 3 _ -r-� --�. ':�� a �.�\� �� .�•_? U s ggg v F � ',�'z Ik�� S Z � F °iiEt:�Is:,�_� � F.� i��E�=k•�f[�s��7;: � 9� t�i {. �p�� i �� F � Landscape Plan Walls/Fences: Onsite walls include street facing 36-inch-tall patio walls/fences along Streets B, C, D, and Resort Parkway. A sidewalk along the project perimeter creates a link in the larger pedestrian network that will connect the project site to the larger Resort North Specific Plan area. Staff Recommendation: The project complies with the intent and development requirements of the Resort North Specific Plan and the Core Living (CL) Placetype. The buildings are placed close to the street, creating an urban street scene consistent with the standards set forth in the Specific Plan, pedestrian connections are provided throughout the project. Open space areas are dispersed throughout the project area and low-walled patios are provided along the adjacent streets. The buildings are well designed and varied in architecture including carrying materials to each elevation creating a varied street scene. 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: MRecommend 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 DRC COMMENTS DR DRC2023-00360 — LEWIS MANAGEMENT CORP September 17, 2024 Page 7 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. El Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Bond Mendez, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Principal Planner Exhibit A— Project Plans I.I .I i i 1 THE RESORT Mill —31 20 _ t . t I - _ 2 LIP WIN PA N12 RANCHO CUCAMONGA, CALIFORNIA SHEET INDEX A-24 5-UNIT THIRD FLOOR PLAN I ADAPTIVE SPANISH A-56 5-UNIT POTENTIAL SOLAR ADAPTIVE SPANISH LEWIS MANAGEMENT GROUP A-25 5-UNIT ROOF PLAN I ADAPTIVE SPANISH A-57 UNIT 1 ADPATIVE PRAIRIE 1 156 N. Mountain Avenue A-26 5-UNIT POTENTIAL SOLAR ADAPTIVE SPANISH A-58 UNIT 2 ADAPTIVE PRAIRIE Upland, CA 91786 SITE UTILIZATION MAP A-27 7-UNIT FIRST FLOOR PLAN ADAPTIVE CRAFTSMAN A-59 UNIT 3 ADAPTIVE PRAIRIE Is.. Tim.McGinnis@lewismc.com CONCEETUAL MASTER PLAN A-28 7-UNIT SECOND FLOOR PLAN I ADAPTIVE CRAFTSMAN A-60 UNIT 3X ADAPTIVE PRAIRIE (909) 946-7525 Direct SITE SUMMARY & PLOTTING A-29 7-UNIT THIRD FLOOR PLAN I ADAPTIVE CRAFTSMAN A-61 UNIT 1 ADAPTIVE SPANISH DETAILED SITE PLAN A-62 UNIT 2 ADAPTIVE SPANISH Of Companies DETAILED SITE PLAN A-30 7-UNIT ROOF PLAN I ADAPTIVE CRAFTSMAN A-63 UNIT 3 ADAPTIVE SPANISH DETAILED SITE PLAN A-31 7-UNIT POTENTIAL SOLAR ADAPTIVE CRAFTSMAN A-64 UNIT 3X ADAPTIVE SPANISH K&A ENGINEERING INC. A-32 7-UNIT FIRST FLOOR PLAN ADAPTIVE SPANISH A-65 DETAILS 357 N Sheridan St # 117 A-1 5-UNIT ELEVATION ADAPTIVE CRAFSTMAN A-33 7-UNIT SECOND FLOOR PLAN I ADAPTIVE SPANISH COLOR SCHEMES Corona, CA 92878 A-2 5-UNIT ELEVATIONS ADAPTIVE CRAFTSMAN A-34 7-UNIT THIRD FLOOR PLAN I ADAPTIVE SPANISH Phone: 951 .279. 1800 A-3 5-UNIT ELEVATION ADAPTIVE SPANISH A-35 7-UNIT ROOF PLAN I ADAPTIVE SPANISH L-1 CONCEPTUAL LANDSCAPE MASTER PLAN A-4 5-UNIT ELEVATIONS ADAPTIVE SPANISH A-36 7-UNIT POTENTIAL SOLAR ADAPTIVE SPANISH L-2 ENLARGEMENT PLAN A-5 7-UNIT ELEVATION ADAPTIVE CRAFTSMAN A-37 4-UNIT FIRST FLOOR PLAN ADAPTIVE CRAFTSMAN L-3 ENLARGEMENT PLAN A-6 7-UNIT ELEVATIONS ADAPTIVE CRAFTSMAN A-38 4-UNIT SECOND FLOOR PLAN I ADAPTIVE CRAFTSMAN L-4 WALL & FENCE PLAN A-7 7-UNIT ELEVATION ADAPTIVE SPANISH A-39 4-UNIT THIRD FLOOR PLAN I ADAPTIVE CRAFTSMAN CONCEPTUAL GRADING PLAN A-8 7-UNIT ELEVATIONS ADAPTIVE SPANISH A-40 4-UNIT ROOF PLAN I ADAPTIVE CRAFTSMAN CONCEPTUAL GRADING PLAN ARCHITERRA DESIGN GROUP A-9 4-UNIT ELEVATION ADAPTIVE CRAFTSMAN A-41 4-UNIT POTENTIAL SOLAR ADAPTIVE CRAFTSMAN CONCEPTUAL GRADING PLAN 2210221 -A Trademark St., A-10 4-UNIT ELEVATIONS ADAPTIVE CRAFTSMAN A-42 4-UNIT FIRST FLOOR PLAN ADAPTIVE SPANISH TENTATIVE TRACT MAP Rancho Cucamonga, CA 91730 A-1 1 4-UNIT ELEVATION ADAPTIVE SPANISH A-43 4-UNIT SECOND FLOOR PLAN I ADAPTIVE SPANISH PRELIM. WQMP SITE & DRAINAGE PLAN Phone: 909.484.2800 A-12 4-UNIT ELEVATIONS ADAPTIVE SPANISH A-44 4-UNIT THIRD FLOOR PLAN I ADAPTIVE SPANISH PRELIM. WQMP SITE & DRAINAGE PLAN A-13 5-UNIT ELEVATION ADAPTIVE CRAFTSMAN A-45 4-UNIT ROOF PLAN I ADAPTIVE SPANISH CUT & FILL MAP A-14 5-UNIT ELEVATIONS ADAPTIVE CRAFTSMAN A-46 4-UNIT POTENTIAL SOLAR ADAPTIVE SPANISH FIRE ACCESS PLAN ARCHITERRA A-15 5-UNIT ELEVATION ADAPTIVE SPANISH A-47 5-UNIT FIRST FLOOR PLAN ADAPTIVE CRAFTSMAN TRASH LOCATION PLAN DESIGN GROUP A-16 5-UNIT ELEVATIONS ADAPTIVE SPANISH A-48 5-UNIT SECOND FLOOR PLAN I ADAPTIVE CRAFTSMAN SITE LIGHTING PHOTOMETRIC STUDY A-17 5-UNIT FIRST FLOOR PLAN I ADAPTIVE CRAFTSMAN A-49 5-UNIT THIRD FLOOR PLAN I ADAPTIVE CRAFTSMAN LIGHTING CUTSHEETS WOODLEY ARCHITECTURAL GROUP A-18 5-UNIT SECOND FLOOR PLAN I ADAPTIVE CRAFTSMAN A-50 5-UNIT ROOF PLAN I ADAPTIVE CRAFTSMAN LIGHTING CUTSHEETS 2943 PULLMAN STREET, SUITE A A-19 5-UNIT THIRD FLOOR PLAN I ADAPTIVE CRAFTSMAN A-51 5-UNIT POTENTIAL SOLAR ADAPTIVE CRAFTSMAN DETAILED SITE PLAN SANTA ANA, CA 92705 A-20 5-UNIT ROOF PLAN I ADAPTIVE CRAFTSMAN A-52 5-UNIT FIRST FLOOR PLAN ADAPTIVE SPANISH LINE OF SIGHT EXHIBIT Phone: 949.553.8919 A-21 5-UNIT POTENTIAL SOLAR ADAPTIVE CRAFTSMAN A-53 5-UNIT SECOND FLOOR PLAN I ADAPTIVE SPANISH rchit c A-22 5-UNIT FIRST FLOOR PLAN ADAPTIVE SPANISH A-54 5-UNIT THIRD FLOOR PLAN ADAPTIVE SPANISH architectural ural group,lnc. A-23 5-UNIT SECOND FLOOR PLAN I ADAPTIVE SPANISH A-55 5-UNIT ROOF PLAN I ADAPTIVE SPANISH to Exhibit CITYOF RANCHO CUCAMONGA W FOOTHILL BLVD W FOO THILk BLVD Q ARROW ROUTE W 51 TE U TIL .Z TION m FOR TRACT NO. 20688 i 0 WNER: GP T 7 TH S TRE�T A REA = 16. 14 A C. ♦ ♦ I I Q 6TH ST LAND USE. INDUSTRIALLn i , 4 TH ST. SAN BERNARDINO AVE 0416,0 \ DLO INLAN EMPIRE VALLEY BLVD 10 FREEWAY / VICINITY MAP / 13 APN: 209-272-24 N.T.S. OWNER: FAIR WA Y "F" STREET// AREA = 5. 19 A C. \ BUSINESS CEN TER f - - - - - - - LAND USE.•INDUSTRIAL�I II Itc I; / il 9. 1 - - - \ ♦ II - - ----- - L_ — — _- -11-S777M w w W W , w==— 00 " " Z DEVELOPER/OWNER 10 - - E STREET _ SC RANCHO DEVELOPMENT CROP. III / I Q I AREA = I - — -- = 1756 N. MOUNTAIN AVENUE D I AREA = 1. 74 A C. s o �s 0. 81 A C. _ UPLAND, CA 91786 I �I w w w CONTACT PERSON: BEN CENDEJAS . Ili / I /ll t /l JVT ORJIlLrR GD-L-, � "'OURS PN. 209-411- 18 II � ��1 � 4 r r - - --- �II f APN: 209-272-26 _ — I k - ~X GENERAL NOTES bWNER. CABOT IV-CA LL II'I 9 (� r / / / _ C, �/j /� I �(� ( I EXISTING ZONING: EMP/RE LAKES S.P. l�AND USE. INDUSTRIAL I Il III OWNER. COCAMONGA �� J J l\J D�� r _F�� r I] J PROPOSED ZONING: IASP SUBAREA 18 THE RESORT S.P. P.A. 18 COUNTY WATER DISTRICT \ FAREA = 6.30 �, _ Kt� _ - _ \ I 1 W W I EXISTING LAND USE. VACANT - FORMER GOLF COURSE LAND USE. INDUSTRIAL PROPOSED LAND USE: MEDIUM-HIGH DENSITY RESIDENT/AL Ilk _ "D" STREET • I AA A�� 7,Z LEGEND _ I 600 0 l TTM 20689 k TRACT BOUNDARY \ I I I I VV o o I I Jo EXISTING RIGHT OF-WAY o I 1 � AREA 4. 93 AC. ' _ EXISTING LOT LINE L44D :1I o0 oa o 0. 0 �, o w _ _ _ _ _ � I Q o VVVVZo o � � EXISTING = - - - - - - - - 4 \ Q 8 MAX o D PROPOSED SLOPE _ — �� — — — 2. 1 0 - � TTM 20688 AREA - 3.24 AC. A=3. 18 AC. PROPOSED RETAINING WALL C141 1 75 PROP. TO WNHOMES I �` / \ PROPOSED STORM DRAIN(3 - / 1 I 1 1 23.6 DU/AC CIC APN: 209-411-30 I \ , PROPOSED DOMESTIC WA TER W 1 `'' l Q OWNER: EMPIRE LAKES LLC' � l�Q w I o o \ ; � PROPOSED FIRE WA TER FW VV VV VV a o PROPOSED SEWER s LAND USE: INDUSTRIAL 96 j D 600-FOOT RADIUS - - - - - - - - - 0 0 0 o �PRO ECT BOUNDARY I a o o 1 RO ECT BOUNDARY �' 1 o A o 0 1 1 I 40 . 0 V I _ V VV VV VV VV VV VV VV Vo TTM 20687 APN: 209-2V2- 17 APN: 209-272-25 OWNER. EMPIRE LAKES LLC i AREA = 3.34 A C. OWNER: 6 TH &' CLEVELAND LLC - - - - l LAND USE. M f LAND USE. INDUSTRIAL APN: 209 411-29 OW ER. w o 0 EMPIRE LAKES LLC LAD USE: INDUSTRIAL � STREET sue' 1 5 6 � l A REA = 0. 75 A C. AREA = 0. 79 A C. ti ti € mbD Q -. - - - - - - - \ 4 _ - / \ I I 1 1 I or / A REA = I I I 2 I I #' .� # 1. 17 AC. D l = I �ARE 1.51 A A C I 3 A REA = 2.54AC. IIIT APN: 209 411-28 bWNER. \ 1 1 1 1 I 1 EMPIRE LAKES LLC LI AND \ 1 D 1 1 1 p l 1 / SCALE: 1"-700' USE: INDUSTRIAL 16 Q / L Q I A REA = / ff 0 100 200 300 400 3. 34 AC. / `} 1 // 0 A i -- -- - - -- - - - -- -- -- -- - - - -- - - - --_ - - - - - - - - - - - _ - __ - - - - - - - - - - - - - - - - - - RW RW RW Hw Rw Rw RW Rw R� w Rw -- -- --=-- -- -- ---- — ---- -- --- y \ _ „ — —--------———————— — ----- 3f-� � _ -- - - --- DESCRIPTION OF REVISION DATE APPROVED CITY L 6 THE � STREET rz _— — — — — — __- - - - - _ _ _ _ _ _ CITY OF RANCHO CUCAMONGA APN: 210-082-50 Il APN: 210-691-94 OWNER. INLAND EMPIRE OWNER: EMPIRE LAKES LLC A�AF 210- I �a I LAND USE: SFR 0WNLt9 j MILS SITE UTILIZATION MAP APN: 210- 102- 10 T L I APN: 210- 102-01 I LAND SE.• O I OWNER: EMPIRE LAKES — OWNER: RESOR T 1 I TRACT 20688 HOLDING CO. LLC �, I APN.• 210-082-64 MASTER CORP. OWNER.• INL FA Y VIE oFEss/o o I LAND USE: INDUSTRIAL I- - - - - - - J II � PR � ' LAND USE: SFR � LLC �- �� `113� 0� Fq�� F DESIGN RECOMMENDED DIAL TWO WORKING I I � / I �� y/cz ` 357 N. SHERIDAN STREET BEFORE �O DAYS BEFORE ARA, PY, ZH SUITE 117 �� No. 55534 � Kb CORONA, YOU DIG YOU DIG CALIFORNIA 92880 DRAWN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4380 TOLL FREE DIAL 811 sT clvi� ��P ARA, PY, ZH 1 OF A PUBLIC SERVICE BY 9TFOF CA0F CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 111512024 FILE NO. Drawing: R.�325706�Preliminory�Site Utilization Mop�TTM 20688 (LOT 7)�706 — EXU — SITE UTILIZATION MAP — LOT 7dwg Layout: 24x36 L Saved: 111512024 3:06 PM Plotted: 111512024 3:07 PM By: Zachary Harwood W FOOTHILL BL VD W FOO JH/U BL VD CITY OF RANCHO CUC4MONGA e ARROW ROUTE Ln CONCEPTUAL MA5TER - THE P� FOR TRACT 20440 & SUBSEQUENT CONDOMINIUM TRACTS !In e D5 6TH ST I \ \ 4TH ST. SAN BERNARDINO AVE i F INLAN EMPIRE DLO r [VALLEY BLVD i i 1 ' 10 FREEWAY I VICINITY MAP APN: 209-401-06 I I I I ' N.T.S. OWNER: GP T 7TH STREET II LAND USE. INDUSTRIAL , 14 i AREA 17. 44 A C. LAND U E.• VACANT FUTURE LAND USE.- MIXED USE I I I I I 1 OVER LA Y/ MIXED USE LAND USE.- VACANT 13 APN: 209-272-24 DEVELOPER/OWNER O WNER: FAIR WA Y V SC RANCHO DEVELOPMENT CROP. FUTURE LAND USE.- RECREATION AREA = 5. 14 A C. BUSINESS CENTER „ 1156 ND,MOUNTAINCA AVENUE — — — — 86 — — — — — — LAND USE.•IND US TRI A L I II „i I CONTACT PERSON: BEN CENDEJAS RFC—LX ND USE- VACANT TREET o - - 1 — — M= —= __ p - - �--J , W GENERAL NOTES _ F T RE LAND SE.� _— — — U U U — — — — — — \ il� EXISTING ZONING. EMPIRE LAKES S.P. — PUBLIC FACILITY Q — NIN : 1A U A A 1 EXISTING LAND USE. VACANT FORMER GOLF COURSE /RECREA TION �I PROPOSED LAND USE: MEDIUM—HIGH DENSITY RESIDENTIAL l AREA = 1. 75 A C. AREA = 0. 79 A C. _ _ _ _ _ _ ` Q - V CA j\JT r rr rLFR H STREET o LEGEND _ TRACT BOUNDARY/EXISTING R/W I , PN: 209-411- 18 li fill I \ �-t X EXISTING LOT LINE - - I� APN: 209-272-26 �r� Tjj\j�� r r� r� j�� /jFJR I 1 r p&WNER. CABOT IV CA LL 90 uu uu uu uu uu uu _AA_AA AA AA TA_AA AA AA AA AA AA AA AA AA �� - — — — — — — — - LAND USE- INDUSTRIAL I"� - � II"I OWNER. CUCAMONGA - _ _ _ 4 EXISTING EASEMENT COUNTY WATER DISTRICT ♦ AREA = 6.26 AC. 1 " _ RFc�9 _ o o _ - - �T - - -7 - - - - AN INDUSTRIAL � D STREET o o QQ QQ QQ QQ QQ p o o QQ QQ QQ PROPOSED SLOPE - — —� — — — � 2:1 MAX - L D USE 1 o Q PROPOSED RETAINING WALL Ft o O ® ® QQQQ o o pO PROPOSED STORM DRAIN - AA AA AA AA A A AAA , AAAA AA AA AA PROPOSED DOMESTIC WATER W LAND USE. VACANT Q o o - ° " ' " Q o � T TM 20689 °° / � PROPOSED FIRE WATER FW FUTURE LAND U.S.—.• D , o o 00 00 , , VV o0 0 1 , o ® v ° PROPOSED SEWER s i 4_ I I 4 4 0 , �= AREA = 4.89 AC. °° CORE LIVING/MIXED ILA, o o AAA [ AA A A o o ° 600—FOOT RADIUS - - - - - - - - - 771 USE O VERLA Y 4 C ��v�� 0 [k/ t TTM 20688 _ _ °p 0 Ct� AREA = 3.21AC. AREA = 3. 18 AC. 1 a o AA AA AA 1 1 o AA AA AA o 0 1 o o o - APN: 209-411-30 I Q a bA OWNER: EMPIRE LAKES LLC' W o o LAND USE. INDUSTRIAL r D a o ��G o �C o ��00 0 o D " I A A A A r ■ a o 0L140 0 0 � AA � AAAA _J_ � AA AA ALIi o I "� I AA AA AA AA o o I I o4 A I w I D A A oo n A u l • , vv OD 00 00 0 vv O v0 00 00 0 TTM 206871 APN: 209-272- 17 APN: 209-272-25 AREA = 3.36 AC. I OWNER: EMPIRE LAKES LLC OWNER: 6 TH & CLEVELAND LLC L - - - - " I LAND USE:MFR LAND USE: INDUSTRIAL � o REDSTREET APN: 209-411-29 OW I ER. - o � � o I 1 EMPIRE LAKES LLC LA D - EN 1 USE. INDUSTRIAL A a A 1 5 6 AAa r D " AREA = 0. 75 A C. AREA = 0. 79 A C. aIj `F• — — — — " Q g SCALE.- 1"=100' - - - - - - - a_ 4 A REA = I I I I -- 0 100 200 300 400 LAND USE.- VACANT 1. 16 AC. FUTURE LAND USE. D 3 2= -- — — CORE LIVING/MIXED Q AREA = 1. 78 A C. --- AREA = 1.29 A C. APN: 209-411-28 bWNER: ' USE OVERLAY 44 I EMPIRE LAKES LLC 1AND 1 D I II " I o " I► _ CITY DESCRIPTION OF REVISION DATE APPROVED USE.- INDUSTRIAL AREA = ' -- - 0.59 A C. CITY OF RANCHO CUCAMONCA � vv t "_ I o 0 o a o a — CONCEPTUAL MASTER PLAN -- i -- -- -- -- -- _ -- _ —_ -- _ — — — — — -- -- -- -- -- -- -� - � �— —� _— _�_� -- �— r -- -- � �_�� --_--��-_--- THE RESORT - TRACT 20440 AND Q O RW RW RW RW -— RW T RW RW RW R V✓ --------------------- — - ------ . ,—� � �� _ � -- SUBSEQUENT CONDOMINIUM TRACTS - - - 6 THE TREET ��o eR HESFq Ay�l� -__ - - - - �� DESIGN J57 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING -- - __ __ = - - - - - - -- -- 1 -- — —� = �-- — — -- -- z ARA, PY, ZH o SU/TE 1 7 _ �- CORONA CALIFORNIA 92880 BEFORE �� DAYS BEFORE _ APN: 2/0-691-94 —F - - w No. 55534 m YOU DIG YOU DIG I APN: 210- 102- 10 " i APN. 2/0- 102 1 APN. 2/0-082-64 L DRA WN TEL. (951) 279-1800 SHEET OWNER: EMPIRE LAKES ��I OWNER.• RESORT OWNER. EMPIRE LAKES LLC OWNER: INL FAIRWA Y VIEW *s \P* ARA, PY, ZH Engineering, Inc. FAX (951) 279-4380 � of � TOLL FREE DIAL 811 I MASTER CORP. LAND USE: SFR LLC �qTF c1v\\- o�� A PUBLIC SERVICE BY HOLDING CO. LLC , OFCAI�F CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT LAND USE: INDUSTRIAL I � �,°, � LAND USE: SFR � I I LAND USE.' MFR , GB DATE 2/28/2024 FILE N0. Drawing: R.�325106�Exhibit�Conceptuol Master Plon�106 — EXH — CONCEPTUAL MASTER PLAN.dwg Layout: 24x36 L Saved: 212812024 1:26 PM Plotted: 212812024 1:26 PM By. Arturo Romero The Resort - Planning Area 113 Sub-Planning Area N-12 Density Gross Net Building Unit Plan Elevation Color Lot Number Number Number Style Scheme Coverage Lot 7 of Tract 20440 # Acres 3.18 3.18 1 1 4 Spanish 3 N/A Design Review Checklist Summary Table Du / Ac 23.58 23.58 1 2 3 Spanish 3 N/A April 11, 2024 SP Density: 18 - 35 Du / Ac 1 3 3 Spanish 3 N/A 1 4 2 Spanish 3 N/A 1 5 4 Spanish 3 N/A Resident Resident Resident Guest Total 2 6 4 Craftsman 1 N/A Garage Additional Parking Parking Parking 2 7 3 Craftsman 1 N/A Plan # Units % Mix Unit Sq Ft Bedrooms Bathrooms Spaces Spaces Required Required Required 2 8 2 Craftsman 1 N/A Plan 1 14 19% 1,204 2 2.5 2 28 3 31 2 9 4 Craftsman 1 N/A Plan 2 17 23% 3 10 4 Craftsman 2 N/A 1,897 4 3.5 2 0.5 43 3 46 3 11 2 Craftsman 2 N/A Plan 3 21 28% 1,933 3 3.5 2 42 4 46 3 12 3 Craftsman 2 N/A Plan 3X 23 31% 2,201 4 3.5 2 0.5 58 5 62 3 13 3 Craftsman 2 N/A Total 75 100% 140,321 251 150 20 170 15 185 3 14 4 Craftsman 2 N/A Parking Spaces Provided 185 4 15 4 Spanish 4 N/A Guest Parking Ratio 1 : 5 4 16 3 Spanish 4 N/A 4 17 2 Spanish 4 N/A 4 18 4 Spanish 4 N/A 5 19 4 Craftsman 1 N/A Building Elevation Color Color 5 20 3 Craftsman 1 N/A Number # of Units Style Scheme Scheme Repeats 5 21 3 Craftsman 1 N/A 1 5 Spanish 3 1 5 5 22 2 Craftsman 1 N/A 2 4 Craftsman 1 2 3 5 23 4 Craftsman 1 N/A 3 5 Craftsman 2 3 4 6 24 4 Spanish 3 N/A 4 4 Spanish 4 4 3 6 25 2 Spanish 3 N/A 5 5 Craftsman 1 Total 15 6 26 3 Spanish 3 N/A 6 4 Spanish 3 6 27 4 Spanish 3 N/A 7 28 4 Craftsman 1 N/A 7 5 Craftsman 1 7 29 2 Craftsman 1 N/A 8 7 Spanish 3 7 30 3 Craftsman 1 N/A 9 4 Craftsman 2 7 31 3 Craftsman 1 N/A 10 7 Craftsman 1 7 32 4 Craftsman 1 N/A 11 5 Spanish 4 8 33 1 Spanish 3 N/A 12 5 Craftsman 1 8 34 1 Spanish 3 N/A 13 5 Spanish 3 8 35 3 Spanish 3 N/A 14 5 Craftsman 2 8 36 2 Spanish 3 N/A 15 5 Spanish 4 8 37 3 Spanish 3 N/A 8 38 2 Spanish 3 N/A Total 75 8 39 4 Spanish 3 N/A 9 40 4 Craftsman 2 N/A 9 41 2 Craftsman 2 N/A Buildin 11 9 42 3 Craftsman 2 N/A - = Building 15 Building 14 Building 13 Building 1 g __ �. 4 Unit - Row Town Building 9 43 4 Craftsman 2 N/A ` — _--- THE RESORT PARKWAY _ — - - 10 44 4 Craftsman 1 N/A Buildin 10 _ Building S Building 9 q _ I 6 Unit •- Row Town Building ' ;',r - - - - 10 45 2 Craftsman 1 N/A 10 46 3 Craftsman 1 N/A 40'WV3 2T 7 L PROP. R � ,,�, 10 47 2 Craftsman 1 N/A 5 Unit - Carriage Town Building �` � � — — — � '►�� 10 48 3 Craftsman 1 N/A A. M z 10 49 1 Craftsman 1 N/A 7 Unit - Garria a Tawn Buildin � � _ "� _ "-�� 82' 10 50 1 Craftsman 1 N/A g g 11 51 4 Spanish 4 N/A 2 ^gg 4 ,; , 4 3 2 3 �� 4 j �•�s S� ti , + IL 1 11 2 2 Spanish 4 N A 1� L� l Ll ��1 r J} 5 Spa s / — -f , II 31 WA r€a � 11 53 3 Spanish 4 N/A 1 Fw h, Fw fw ti FW £ µ L FN 4.Y9 3 r 11 54 1 S pan 4 N A �Building 7 4 -q a d d 4 o Building 11 55 1 Spanish 4 N/A C` 12 56 1 Craftsman 1 N/A 3.25• lq TM �:: L) 2 4 4 4 , 12 57 1 Craftsman 1 N/A NilV 2fi.5c' ; .26.50' � ;3; 12 58 3 Craftsman 1 N/A 12 59 2 Craftsman 1 N A n4 2r 2 2Q ca' 2AA v 2o.o0 2 E" 31 l t„ CA 2s.cc' 1S.OQ' 141F' ¢ �` �? 12 60 4 Craftsman 1 N/A .� C+> U, 13 61 4 Spanish 3 N/A 29.00' 2900 :,Zv 13 62 2 Spanish 3 N/A Qn n 4 s 13 63 3 Spanish 3 N/A D� �' 13 64 1 Spanish n i s h 3 N A I 1 l 24.00 f M 2 .00' v p l Building f- 1 = - t-'----�� ; �_ L 1 f = 13 65 1 Spanish 3 N/A r Building 2 —'� a " £w ti " €w Fw � � v-£w '� �, ;� o " 14 66 1 Craftsman 3 N/A rl D C�r1 d QA U�j 4V+1 L~h LVf, G q E 14 67 1 Craftsman 3 N/A 14 68 4 Craftsman 3 N/A 4 f 2 3 r 3 4 r ,oa' r ti 2 '-F-' I � Of � n 9 14 69 2 Craftsman 3 N/A �s' a 3 2 3 q.�s' '° 1 14 70 3 Craftsman 3 N/A zM _ rs.00' ' 15 71 4 Spanish 3 N/A 16 - 15 fit 12 11 --�- -- 25.57' - 1 �/ 15 72 2 Spanish 3 N/A PROP. R - 15 73 3 Spanish 3 N/A - - 15 74 1 Spanish 3 N/A (1'1 C ;!; '�J C9) 8 -- -- 15 75 1 Spanish 3 N/A • - Buildin 5 Building 4 ,B=srREEr Building 3 wood ley architectural 05.22.24 SITE SUMMARY & PLOTTING rou inc Now J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 30ark dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. BENCHMARK CITY OF RANCHO CUC"ONGA W FOOTHILL BL VD W FOO THILI BL VD j BENCHMARK NO. A88218 DESCRIBED BY METRO WATER DISTRICT SO. CALIFORNIA 1994 (JDG) ARROW ROUTE CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND HAVEN DETAILED 4NQ Q �� AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 4 TH STREET PROCEED EASTERLY ALONG 4 TH STREET TO MILLIKEN AVENUE, PROCEED FOR m ? a NORTHERLY ALONG MILL/KEN AVE TO A. T S.F. (METROLINK) ENTRACE, C' i i PROCEED TO PASSENGER BOARDING PLATFORM, 20 FEET (6.1 M) NORTH 00 Q 6TH ST. g OF NORTH CURB OF PARKING LOT 73 FEET (22.3 M) NORTHEAST OF TRACT NO. 20600 POWER POLE NUMBER 1377470 7 FEET (2.1 M) EAST OF THE WEST FOR CONDOMINIUM PURPOSES 4rH sr. � SAN BERNARDINO AVE SIDE OF PLATFORM, SET 3-1 4 MWDSC BRASS DISK STAMPED OF CD PLATFORM, APPROXIMA TEL Y 10 FEET (3.0 M) HIGHER THAN THE PARKING INLAND EMPIRE e Lo LOT SURFACE. REFERENCE MWD FB 2002 02 007. VALLEY eLl/D ELEVATION: 1128.97' NA VD 88 10 FREEWAY PUBLIC/PRIVATE RESPONSIBILITY CARRIAGE TOWNS PROPOSED PUBLIC FACILITIES: VICINITY MAP CUCAMONGA VALLEY WATER DISTRICT OPEN SPACE SUMMARY N.T.S. PROPOSED PRIVATE FACILITIES (HOA MAINTAINED Total Required Open Space 150 SF/unit 11,100 SF LOT SUMMARY • PRIVATE STORM DRAIN, SEWER, AND WATER WITHIN ALL Total Provided Open Space 578 SF/unit 39,268 SF ACREAGE SUMMARY ALLEYS Private Open Space 5,007 SF GROSS ACREAGE. 3.18 AC • PRIVATE STREET LIGHTS, ALLEYS/STREETS, AND PARK• PR/VA TE WQMP BMP S Common Open Space 34,261 SF GROSS PARK ACREAGE: - NOTIFICATIONS NET PARK ACREAGE: - CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST NET ACREAGE- 3.18 AC 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: PROPOSED UNI TS 75 ELECTRICITY & GAS: UNI T 1 14 A. ELECTRICITY SOUTHERN CALIFORNIA EDISON.......................(800) 655-4555 GARAGE PARKING 28 B. RANCHO CUCAMONGA MUNICIPAL UTILITY............................(909) 919-2612 DRIVEWAY PARKING: - C. SOUTHERN CALIFORNIA GAS - RESIDENTIAL.......................(800) 427-2200 UNIT 2 17 W w w w w w Al ( GARAGE`�' THE RESOR T PARKWAY GARAGE PARKING 34 D. SOUTHERN CALIFORNIA GAS - COMMERCIAL...................... 800 427-2200 s - "WsnagToWvr,nDroTffa7Y - - - DRIVEWAY PARKING: 2 p� RESORT SP PA/B STREET r, REC RE( REC —7 SECTION"STREET D" C REC REC Ec UNIT 3 21 WATER & SEWER E. CUCAMONGA VALLEY WATER DISTRICT (CVWD).....................(909) 987-2591 r r � � GARAGE PARKING 42 F. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT..............(818) 969-7911 � �, I _ I � I I DRIVEWAY PARKING: 2 G. METROPOLITAN WATER DISTRICT (MWD)...............................(909) 593-7474 2 17 7� 3707-4 ; UNIT 4 23 r — — — — 1 71 if if = = E � I � GARAGE PARKING 46 / f� I C �1 DRI VEWA Y PARKING: - CABLE TV I� �I H. TIME WARNER/ADELPH/A CABLE............................................(888) 892-2253 C ; C TOTAL UNI TS 75 � 1 1. CHARTER COMMUNICATIONS...................................................(866) 499-8080 Q S O I • C � � f� � n n n n n n n n n n I� I� 1� A 1� I� l� l� � � � � � � � � � � � C � � � I• SIOp DENSITY 23 DU/AC J. FRONT/ER COMMUNICA TIONS..................................................(877) 908-1288 C '1 11 11 11 '1 '1 '1 '1 /1 /1 '1 '1 '1 '1 11 11 C K. REFUSE BURRTEC DISPOSAL.................................................(909) 987-3717 � � I w w w w w w w � � PARKING SUMMARY, PER CITY OF DEVELOPMENT CODE w 16 EXISTING LAND USE FW FW FW— FW FW FW F Fw � I � RANCHO CUCAMONGA TABLE 17.64.050-1 VACANT I C I REQUIRED (2/DU) 150 PROPOSED LAND USE • C - - - - ( REQUIRED VISI TOR (1/5 DUs) 15 RESIDENT/AL/SINGLE FAM/L Y/CONDO I • I REQUIRED TOTAL 165 ADJACENT LAND USE C C I C PROVIDED GARAGE- 150 NORTH: VACANT I � C � F� � � C � g � I SOUTH: VACANT L I PROVIDED DRI VEWA Y.• 4 EAST- VACANT ° ° C C C C C ; PROVIDED ON-STREET 39 WEST. VACANT A� � PROVIDED ON-SITE: 0 SCHOOL DISTRICT k3 � I C � � � � C � I � � � c I � � � � I � O PROVIDED TOTAL: 193 �a6 � I _ _ 1 g�E� CUCAMONGA SCHOOL DISTRICT T C C C 1 LOT COVERAGE LEGAL DESCRIPTION TOTAL BUILDING COVERAGE - 64,787.62 SF LOT 7 OF TRACT NO. 20440, IN THE CITY OF RANCHO I C , TOTAL PRIVATE PATIO COVERAGE = 11,366.90 SF CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF C a j A A l� l� C TOTAL BUILDING + PATIO = 76,154.52 SF CALIFORNIA, AS PER MAP FILED IN BOOK XXX, PAGES XX I '1 '1 /1 /1 TOTAL SITE = 138,605.67 SF THROUGH XX OF TRACT MAPS, IN THE OFFICE OF THE RECORDER • 1 C uZL- u u u u u u u u u u I u u u u u u u L� TOTAL L O T COVERAGE = 0.55 OF SAID COUNTY. --,= F, ASSESSOR'S PARCEL NO. 1 W W W W w w W W LEGEND FW FW FW FW FW FW FW FW � 1118-421-01 � � � C � - � EXIST/NG RIGHT OF-WAY/ ° :ZE g TRACT BOUNDARY - DEVELOPER/OWNER ` c g C SC RANCHO DEVELOPMENT CROP. � C ® n n n n n n n n n n > ® n n �� n n n n n n n n n n > I � EXIST/NG LOT L/NE S C EXISTING EASEMENT 1156 N. MOUNTAIN AVENUE • dO S 1 C ZE V V V V V V V V V V V V V V V V V V V V V V V V ® � • I — —\T — —7 - — UPLAND, CA 91786 1 C = dOl PROPOSED SLOPE 2. 1 MAX 1 I LM I - - PROPOSED RETAINING WALL ENGINEER QRpFESSlnA 1 I 1 OCOA K&A ENGINEERING, INC �`� n. Fq<� F I / PROPOSED STORM DRAIN - 357 N. SHER/DAN STREET SUITE 117 CORONA, CA 92878 No. 55534 — PROPOSED DOMESTIC WATER W AM/R H. FALLAHI, P.E. PROPOSED F/RE WATER FW PHONE: (951) 279-1800 * * , I sTgT c i v i c o��P I I PROPOSED SEWER s FOF CALF ML = PROPOSED AC PAVEMENT BASIS OF BEARING 'B'STREET w ]OFT-] FULC STRETro K � ADA POT BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET DWrATW ro M - - — O BETWEEN CLEVELAND AVENUE AND MIL/KEN AVENUE BEING NORTH S S J RESORT SP�B STREET s ADA UNI T 89 56'41" WEST REC SECTION"STREET D' T T PROPOSED MAILBOX - -= o PROPOSED UNIT COUNT DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUC"ONGA TITLE SHEET DETAILED SITE PLAN p O TRACT 20688 QRpFESS/ON,q F�\� H• Fq�� DESIGN 357 N. SHERIDAN STREET RECOMMENDED C ARA, PY, ZH SUITE 117 DIAL TWO WORKING ? z CORONA CALIFORNIA 92880 BEFORE ""� DAYS BEFORE 1 No. 55534 m SCALE. 1"=30' � � DRAWN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG TOLL FREE DIAL 811 * T civic- \P* En ' �� 1) 279-4380 A PUBLIC SERVICE BY 0 30 60 90 720 OF s9T �� ARA PY, ZH 1 3 FOF CA0F� CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE FILE NO. Drawing: R.�J25706�Preliminory�Detoiled Site Plon�TTM 20688 (LOT 7)�706 — PLN — DSP — TTM 20688 — Lowy Layout: 24x36 L Saved. 412612024 11:12 AM Plotted. 412612024 11:12 AM By. Arturo Romero W FOOTHILL BL VD W F00 LHIL BL VD j Q ARROW ROUTE W W W W P Q 6TH ST. g 4TH ST SAN BERNARDINO AVE INLAN EMPIRE era �s VALLEY BLVD 10 FREEWAY THE RESORT PARKWAY VICINITY MAP pp PMX STREET To eE DIDTGT®To THE 07Y N.T.S. \ C C RESORT SP PA/B STREET C cs O O SECTION STREET D' O 4ET REC 2 07 28 29 30 31 30 33 34 BUILDING BUILDING 26 / 504.40 SO 03 27 W 4.46' 13' 13' 18, PROP. RET. WALL O PROP. RET. WALL �j PRI VA TE PATIO 3q 2� F.F. ,A� HEIGHT VARIES HEIGHT VARIES rPRIVATE PATIO F.F. -- / �(�� - - - - - - - - - - — — — PROP. DRIVEWAY 0 — PROP. DRIVEWAY 60 61 62 3 64 65 66 68 69 / 59 ROLLED CURBCONC. HEADER 10' — — BUILDING SETBACK 4' 'A SECTION A' a N. blAo , Ts n n n n n n n n n n n n n n n n n n I S P 32 � � C � R/W c — ] 587 I I I I I I I I I I I I log l l I I I I I I I I I I I I I I I I I I I I I I I I 5 C PROPOSED FENCE _ U ON TOP OF RE �i ^, WALL WA TER W N W W W N W W N W FW F W _FW WATER W rvv FW FW— _FW_ PARKWAY VARIES 18" MUMM IF BUILDING I BUILDING SD I Q F.F. 29 F.F. 30 C SEWER AAA DRI VEWA Y • �' c� � � Q PROP. CONC. PROP. 6" C&G 0 — � � 52 HEADER ` 29 42 LE — SECT/ON '&B 21 � ]"A» g " »A»_ � � D c — ] 27' R11111111111 z I M o N3 _rj 1. v8 � � — 7 3s 41 c — g 20' — 46 51 RETAINING WALL DETAIL n N `�Q c — ] LiQ 5' 26' 18' E — ] E - W N. T S 20' BUILDING T 8 w 10 _y — c �» » I » »_ — ■ a E L— �_� 111 n� o Z po � � W BUILDING ~ 10, _o 5' o 35 40 45 50 41 a o F.F. 27. F.F. \ c ' C ] PROP. DRIVEWAY PROP. DRIVEWAY C = ] R20' n n n n n n n n n 43 n n 44 n n n PROP. CONC. HEADER PROP. WQMP DRYWELLS C RB 4 ROLLED 33 I I 34 I 1138 I 1139 1 24' 11 I I I I I I I I I Il LEGEND C sECTIO . 26 U U L� l� CI CI CI CI O CI CI CI EXISTING RIGHT OF-WAY/ _ a C N.T.S • � - a cN_ EO TRACT BOUNDARY o C ] W W W W W W W WA TERJ W EXIST/NG LOT L/NE g FW-1FW FW FW CN/ FW FW W FW W FIRE WA TER QI No EXISTING EASEMENT - - - - - - - - - 1 50 PROPOSED SLOPE �� 2:1 MAX ° �,� 5 - - - - - - � - - - - 20' BUILDING "N �,� O SEWER PROPOSED RETAINING WALL BUILDING ~ o " C C C C C C CI CI CI CI CI CI 1 C C C C C PROPOSED STORM DRAIN - �r = ] I I I I I I I I I l l l I I I I I l l l f5' � I I I I I I I l l l I I I I 11 3.25 3.25 I ��o- PROPOSED DOMESTIC WATER W F.F. 2q F.F. � I • 24 = v v v v v v v v v v ��' v v v v v '� PROPOSED FIRE WATER FW PROP. DRIVEWAY 10 S PROP. DRIVEWAY BUILDING SETBACK 5' PROPOSED MAILBOX � PROPOSED SEWER PROP. CONC. HEADER PROP. 6" C&G o 15' PROPOSED A C PA VEMEN T PROP. DI VERSION SECT/ON 'E-E' STRUCTURE (WQMP) ADA POT N Ts. "� 21 20 19 18 17 16 15 1 o, 26 2s DCDA PROP. WQMP DRY�WELLS — — — — —— — — _ — PROPOSED MAILBOX B Q 11 PRIVATE PA lI077 PRIVATE PATIO o , o PROPOSED UNIT COUNT \ PROP. RET. WALL PROP. RET WALL 504.40' NO 03'27"E PROP. RET. WALL HEIGHT VARIES HEIGHT VARIES HEIGHT VARIES C)hi --- (18 I� 17 �� 16 15 14 13 12 11 -- � 0 22' � o z. W {{ Li 9W W STREET PLSW STREET To m DWrATv TO THE aTY RESORT SP PA/B STREET SECTION'STREET D' DESCRIPTION OF REVISION DA TE Cl TY APPROVED CITY OF RANCHO CUC"ONGA DETAILED SITE PLAN p O TRACT 20688 QROE SS/ONq F�\� H• Fq�� DESIGN 357 N. SHERIDAN STREET RECOMMENDED , Y, ZH SUITE 117 DIAL TWO WORKING ARA P � � ? Z �� BEFORE DAYS BEFORE No. 55534 CORONA CALIFORNIA 92880 DRA WN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG * * En ' 1) 279-4380 TOLL FREE DIAL 811 sTgT civic �� ARA, PY, ZH 2 OF 3 A PUBLIC SERVICE BY FOF C A\0� CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE FILE NO. Drawing: R.�J25706�Preliminory�Detoiled Site Plon�TTM 20688 (LOT 7)�706 — PLN — DSP — TTM 20688 — 2.dwg Layout: 24x36 L Saved: 412612024 11:09 AM Plotted: 412612024 11:12 AM By. Arturo Romero W FOOTHILL BLVD W F00THlL BLVD j Q ARROW ROUTE W W W W P Q 6TH ST. g 4TH ST SAN BERNARDINO AVE INLAN EMPIRE _'L era �s VALLEY BLVD W W � W��I� 10 FREEWAY THE RESORT PARKWAY Cto "MCSTWET'0 HE°WICA"1D 107FEWYVICINITY MAP RESORT SP PAW STREET C SEC77ON STREET D' 0 22' REc N.T.S. 0 0 9 30r1i " 31 30 33 34 " 35 I o0 36 37 38 39 504.40' 50O'27"W Q PROP. RET. WALL , EX. RIGHT OF WAY O PROP. RET. WALL �� HEIGHT VARIES FPRI VA TE PA TIO ■ FPRI VA TE PATIO / o_ TRACT BOUNDARY HEIGHT VARIES \ 4 65 66 68 ■ 69 70 71 72 73 75— ■ 0— 5p 10' 4' BUILDING SETBACK � II II II II II II II II II II II 11 II II II II II II II C4— [ — � ^� � I — c Rlw BUILDING 26' U UU UU UU UU UU UU UU UU UU Z� BUILDING o a �i N) [ � PROPOSED FENCE 10.11' 4' I ON TOP OF RET W ,�, w W , w Al w , W 2 4.79 . w F FW FW FW FW FW `FW FW 2 �� F.F. 29 3.5� [ d WALL F.F. 5' o PROP. 4" SW PROP. DRIVEWAY �,� o — ^� PARKWAY VARIES 18" PROP. 6" C&GI'T Z o [ a PROP. 6" CONC HEADER -- SECTION K-C [ — N.T.S :z ■ p E �v m I 2T E — � ■ C — [ 2T [ — � »C» »C»— � Z O BUILDING [ ■ Cn .:;�.;�.;��;��;��j�j�j/��j/��j/��j . 20' BuaOlNc 0 — 46 51 20' — 20' — 56 5 2.75' / ��::1 "E FTW E 38 F.F. 29 • i F_ % m F.F. » » » » � 74' 26' S'1, E — 10' ® g RETAINING WALL DETAIL PROP. DRIVEWAY PROP. DRIVEWAY V�j 45 55 PROP. CONC. HEADER W — — 50 — ' " PROP. 4" ROLLED C [ 29' c [ 3, E 0 5' 10' CURB T BUILDING SETBACK SECTION DD' : E — 5 � N. S. �, 6 I 43 44 I — 48 49 53 54 �� [ — 39 24' I I 24' _�x L O [ o 6 LEGEND WATER 7 �' ? • O BUILDING W w w W w W w [ a o EXISTING RIGHT OF-WAY/ 20' —FW Fw w Fw w FIRE WATER cNFw FW FW w FW I o TRACT BOUNDARY — �1 EXISTING LOT LINE BUILDING o� o� of 3.25 3.25' �': SD E — Z a EXISTING EASEMENT � F.F. 8 O [ , " PROPOSED SLOPE 2:1 MAX — _\7 - - -7 - - - - F. 2q - - - - - - � - - - - �— cr SEWER — r � � 8 � PROP. DRIVE VA Y PROP. DRIVEWAY PROPOSED RETAINING WALL cn PROP. CONC. HEADER PROP. 6" C&G ■ o ■ ■ ��' a [ PROPOSED STORM DRAIN — SECTIONIEP 9 Id PROPOSED DOMESTIC WA TER W N.Ts. ■■ ■■■ I�O ■ 5 [ y �I ■ 11 �� I ■■■ II ■■■ II ■■■ I� PROPOSED FIRE WA TER FW �� iIn■�� ■III,► �II�I OPOSJ MAILBOX ■ Z 10' F _ ��_ ��I ♦ I 15' I F IF� _'F� _�� _ i I ■ PROPOSED SEWER s 18 = = 17 16 = 15 14 = 13 12 = 11 - 10 22' FW / 11�1 PROPOSED A C PA VEMEN T -- — — -- N ADA POT �—— II[ a EX. RIGHT OF — TRACT BOUNDARY -?- — — — , � � I ADA UNIT O PRIVATE PATIO � � PRIVATE PAT/0 p PROPOSED MAILBOX LI Q 11 PROP. RET WALL 504.40' N003'27"E PROP. RET WALL PROP.PATIO WALL PROPOSED UNIT COUNT HEIGHT VARIES HEIGHT VARIES ONLY, NO RETAINING [ 15 � 14 13 12 11 10 I� ® � � U cn o 22' 'B'STREET W {{ W w PLSW smw TO BE DWAC471D 70 7HEWY RESORT SP PA18 STREET SECTION STREET D' S � DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUC"ONGA DETAILED SITE PLAN p O TRACT 20688 QRpFESS/ON,q F�\� H• Fq�� DESIGN 357 N. SHERIDAN STREET RECOMMENDED , Y, ZH SUITE 117 DIAL TWO WORKING ARA P � � ? Z �� BEFORE ""� DAYS BEFORE Ld No. 55534 M CORONA CALIFORNIA 92880 DRA WN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG * * En ' 1) 279-4380 TOLL FREE DIAL 811 sTgT civic �� ARA, PY, ZH 3 of 3 A PUBLIC SERVICE BY FOF CA0F� CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE FILE NO. Drawing: R.�325706�Preliminory�Detoiled Site Plon�TTM 20688 (LOT 7)�706 — PLN — DST, — TTM 20688 — 3.dwg Layout: 24x36 L Saved: 412612024 11:09 AM Plotted: 412612024 11:13 AM By. Arturo Romero 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' architectural yhitectural group.,05.22.24 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A- 1 inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' architectural yhitectural group.,05.22.24 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-2 inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' woodley architectural 05.22.24 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-3 Croup- inc PA N - 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley 05.22.24 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-4 a rchitectural group., rou inc PA N - 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' woodley architectural 05.22.24 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-5 Croup- inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley architectural 05.22.24 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-6 Croup- inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' woodley architectural 05.22.24 7 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-7 Croup- inc PA N - 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley architectural 05.22.24 7 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-8 Croup- inc PA N - 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' woodley 05.22.24 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-9 a rchitectural group., rou inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' arcwoodleyhitectural group.,05.22.24 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A- ] 0inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' arcwoodleyhitectural group.,05.22.24 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A- ] 1inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' arcwoodleyhitectural group.,05.22.24 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A- ] 2inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' woodley architectural 05.22.24 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A- ] 3 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 1� 0' 8' 16' 40. SCALE: 1 /8" = 1 ' arcwoodleyhitectural group.,05.22.24 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A- ] 4inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 40 do- 0' 4' 8' SCALE: 1 /4" = 1 ' woodley architectural 05.22.24 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A- ] 5 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley architectural 05.22.24 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A- ] 6 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 90'-5" UNIT ONE A/c i 2650SH 2650SH i 3050SH o 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR - - - - - - - - - - - - - - - - - - 9x 9x CLR 19x19CLR -------- --------- ----------- R� - - - - - - - -------------------- \ / ---------------------------------------- \ �, '7 ---------------------------------------�, UP wmid w // 1 I _ - - \\ // I I 2-B A1�/ I 1 \: ;/ 1 1 \\�—BAY 1// I — _\ , I 1 0 GAR AG � '214�AY 1 I 1 GARAC \ - - - - Iw, / 1E 1 1 11 E 1 I 20'�1" X 2WI?" I L I '1 1�1 9'-Ii�X��O'-1�1 1 '1 1 \� G 1 '1 1 1 9'-1I/X�ZO'-1" 1 1 — — I GAR\// GE�/ ,� /� r — — �r - - - , / "' " \ 1 1 1 // \\ 1 1 - - - � - I I I } '_1" X 23'- 1 I 1 1 // \\ 1 1 COMPOST I \ _ _ _ , I Q I II 1 1 /' `� 1 1 I 1 1 ,/ `\ 1 1 1 1 / \ 1 1 I 1 1 �—BAY ` - - I I � 1 I TRASH II 1 �/ ` 1 I 1 1 I/ \1 I 1 1 ' ` 1 I _____� - 1 _ _ I 1 0 I 11 1 /1 \I� 1 1 1 /� �\ 1 1 1'/ \\ 1 r— — — , I // — — — \` I I O I L _ _ - J1 1 // 1 1�\ 1 1 /' 1 1 \\ 1 1 / 1 1\ 1 I /�- - - �\ I I — — — ii ,/jh/ 1 1 \� R€C-Y-CLIE- IRECYCL L _ _ — JI / 11 11 ICOMPOIT 1 Q, I L - - - J 1 r1 r — — — -I r — — — I r — — — r — — — r — — — r — — — / ----------------------_ I TRASH 18 I IRECYCLEI 1 w i 1 TRASH iRECYCLEI 1 00 =o COMPO� W/H z I C�bMPOSTi - �o 0 ----------------------- W/H I II II I — I II II I I F---------------- J \ / O L - - - J L - - - J L - - - J I L - - - J L - - - J L ;rn -I L L �I I I I I I J - - - J I \ 0 :RAS+i1 _ 144 II - - - - - - L - - - J 00- R_EC7YCTlE_— I —`� _ / I 10 1 - - - - - — — _ O L/ _1 — I � L -\L - J - - - - "' SLEEP NG = _ _ _ - - _ - - - - - - I / 1 - - - - - - - - 1i = = = - - - - _ - 2-BAY ' ; w 1 1 '-4" x 10'-0" 1 I _ - COMPOST I , I Q I - - - - __ - - _ _ GARAGE ; Q 1 i 20�1' x2(YI\9� _ _ _ - - - MULTI-GEN SUIT - CD 0 I WOR S ACE 3EDROOM L VING o UP 1i 12' 0" x 13' 8" _ - - 11 '- " x 11 '-4" UP 12'-1" x 7'-8" r- r) UP 0 1 U P o rJ � I � � 0 O o a 3050SH 1 i x L1 ------------------ \ o� II REF I PORCH 2650SH o 2650FX \06O\) 11 1 1 co _ _ _ _ _ PORCH PORCH 3050FX 3050FX I 2 6 5 0 S H 2650S H I 3050S H 'jo 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2650SH 2650SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J A/C �1N A/C A/C A/C � UNIT FOUR UNIT TWO UNIT THREE UNIT ONE FIRST FLOOR 1/4" = 1 '-0" NOTE #1 : SCREENED MECHANICAL EQUIPMENT AT STREET-FACING SETBACKS • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A- ] 7 rou inc C p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 801 20 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 3050SH 3050SH 3050SH 3050SH i 3050SH 3050SH i 3050SH 2O40SH 2O40SH 2O40SH I I _ _ PANT Y L - - - - - - J L - - - - - - - J L - - - - - - O----7 r7O O T - - - - - - - - J i i J L O O ° I I o 9' 0" x 7' 0" - - KITCHEN ° ° 0 " xl1 '- " c -9 KITCHEN - I KITCHEN o BALCONY NIN ( " - 3050SHo • CD II 1 1 A-NTR? O Dyv PNIYD�� ; , UPIIRE� I - NINlffII I - 0 ' " Oo — - - - - - - - - - - - -1X 16- I — — — — � I _ oPF R II r IREF" KITCHEN CD ° I II I II cn I ' II Lo o co I I I DYV , , o ° ° i 1 -5" x l -9" o o - - - - I�REFI O - GR E)�T RO�' DINING '� - ' qo Dy,W I "' = ::�- 15-7 x 1 1 '-0" UP PANTRY , �'' ; o 0 I N I N UP 0U-) 1� 0 co Ll 1 '-9" x 1 3' " c� ° O O ° ° DN � . . ° ......... I ()-o I ° O I N � DN o = L N o DN DN GREAT ROO DN o I o 13'-10" x 19'- " O DMGHLAI ' '-AG" RE)J ROI 17'-10" < 15'-9" Q O ° o ' 1 '-5" x 1 -9" o I ° I c� F) EAT D O M ' r — " , 15'-7" x 13'-4'' 1 _IREF;,11 KITCHEN o Lo � � I UP71 � _ _ _ _ _ _ = UP 3050SH 808OS G D 808OS G D , FLEX/ - - - - 80805 G D ° ° b'N I N X 0 I -9" x 11 '- N BALCONY ' BALCON Y o OFFICE BALCONY 0 9'-0" x7'-0" 12'-1" x 7'-10" 0 9'-1" x 7'-3" L1 1 '-7" x 7'-2" BALCONY '° N 2650FX 2650FX 2040FX 2040FX 1 1 '-7" x 5'-10" ° PANT Y 17-1 2040FX 2040SH - - - - - - - - - - - - - - - - - 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT ONE SECOND FLOOR 1/4" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A- ] 8 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 4050SL 3050SH 3050SH 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 2O40SH 3050SH 3050SH _Jf 4L===J DN ° o Lj lq- O `�' CIO BEE) ROO/O3 -BEDROOM 2 3050FX DN ° BED ROOM9 LO 1 1 '-5" x 10'-1" 10'-1" x 10' 1" 1 1 -0 x l l -9 BEDROOM 11 '-9" x 2'-0" ° PRIMARY SUI L=1 U_ INENCD 0 I ° O I _ _ o z I w I w 1Z I O ° �O Ili o ° BE D DD �° 000 l� O WWPM 1 '-0'' x 10'-1 ° - - - 11 DI 1 X I `STACKED I I 10-5 H G x VN/D-- I 'J - - J O o ° ° CN DN II I 1 QOO QOO �I WI 1 Mvul I � Q 0 0 7::7 1 °BE ROO 2 ° ° ° ° — fi °�, 3, 8 H N 23'-8" HNG D N � I W I x 10'-2" x 10'-1" L - - LINEN .I I I w0 O DN i0 v ,I I I j 0 " - - � J SHELVES - _ _ - �1 O I U_ I O ° 0 0 16'-1" HNG o 0 I N o Q. 0 O N - - - CD Firm ° a ° I INE CD �`�l N PRIMA Y SUITE I I 0 I 13'-9" x 13-2" LINEN 0 ° PRIMARY SUI 0 PRIMARY SUI RIMARY SUIT�-_ BED 00 1 1 '-0" x 1 1 '-9" -0 1 1 '-T x 1 1 '-6'' 12' 1" x 15'-4" O ° I o 0 IL.J o - II o DEEP SILL .0 V I ! 11 2650FX 2650FX 2020FX 2020FX 3050SH 3050SH 2O40SH 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3050SH 3050FX 3050FX 3050SH 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT ONE THIRD FLOOR 1/4" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A- ] 9 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — r — — — c� c� r — — — — — — — — — — — — — — — — — I I I I I I I I I L - - - - - J I I I I I + ; 4:12 ; I 4:12 I 4:12 I I � 5 \4:12 /4:12 4:12 4:12 1 I I I I 4:12 I I � 5 I I I I N I N I r - -1 r - - - - - - - J L - - - - - - - - _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ ROOF PLAN 1/8" = 1 '-0" • arcwoodleyhitectural group.,05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-20inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - -ir - - - - - - - - - - I II I II I I II � II I I II I II I I II � II I II II II I II II II I II II II + I II II II I I II II II I II II II I II II I I II II II I II II II 5 I II II II � II II II I II II II I II II II I II II I II II II I II II II I II II II I II II II II II II � L II II II I II II II I II II II I II II II I I II II II I I II II II � I II II II I II II p I II II p I II II p I I II II II I L - - - - - - - - - - - - - - - - J L - - - - - - - - J L - - - - - - - - J L - - - - - - - - - - AREA: -2366 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-21 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 90'-5" UNIT ONE n05OFX 3050FX 3050FX T170-- E6 ARCHED- ; ARCHED o 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR - - - - - - - - - - 9x CLR =IJ U= =U 19x19CLR q,� -- -- -------- 9 x 19 CLR r - - - - - - - - n - - - n ----r--- ----r-- — ---r— \ r - - - - - - - - n r - - - - -- - - n /�I r - - - - - 0 UP ` - Q� w 1 I 2-BAD \ BAY � � 100 1 GAR A/ /G\E '1 12 BAv' 1 1 1 1 I � �I 1 I 1 GARA,0E 1 I 20�i\ X 20--9 - - - - I I w I 1 1 19'-1" X20'-1" 1 1 1 O/ ARAGE 1 1 1 19'-1� 20'-1" 1 I I I I GARAGE Q 1 1 1 1 1 1 1 I �/ \\ 1 I I 0!� I 19'=1" x2T,2'' I 1 1 �/ \\ 1 1 - - - � - I / _ _ _ _ , Q I I TRASH 11 1 I,, ,\1 1 1 1 �/ \\ 1 1 1 1 �/ \\ 1 I L=_ _ J i 2-BAY - - I 0 1 1 � 1 I 1 1 , , 1 1 1 I, , 1 I -T - I , I I o I I I� 1 �1 1\ 1 1 1,� `\1 1 1 ,I `� 1 - - - 1 - I ,� _ I O I � - - - -11 1 /' 1 1\ 1 1 4 1 1 � 1 1\ I IRECYCLIE I _ i I `o I IRECYCL� ----------------------- \`\ /H I 0- 1 // \\ I � i ----------------- ----------------� 1 r - - - 7 r - - - 1 ° ° ° W/H I TRASH 1 iRECYCLEI 1 w i I TRASH iRECYCLEI I °0 ro �OMP09 W/H z I CrbMPOSTi ----------------- �O 7 O W/H I II II I I --------------------- � I I I I I I I L _ _ _ J L _ _ _ J L _ _ _ J W/H F\ � L - - - J L - - - J L - - - J I W/D I I I I II \ - - - - J I 1 - o IR2,SN1 II I I L - - - J i i i II I I ° r - - - � - - - - - Q t Ll p - - - - - - - - RfCI`�tlE- I -� / I O I SLEEP NG = _ _ _ _'- _ _ ' ' \�� - - - - - - - L===� - � - - - �= _ _ _ _ _ I ; o I �-BAY//' I LU - _ J I (-D I 1l '-4" x IY-0" / _ _ _ - - - - t - I Q I - - _ _ _ _ GARAGE Q 1 20'-1" x20'`9" _ _ _ - - - i 0 o MULTI-GEN SUIT - 0 1 ' - II ; `, I � � I WORK SPACE 3EDROOM L VING o UP li 12' 0" x 13' 8" 11 '- " x 11 '-4" -UP o 12'-1" x 7'_8" cy) UP I I J � 1I UP 00 0- 1 OI o II o I , \ N 3050S H "' "' x o Lo 0 LlII REF 1 PORCH 2650SH o �/ ----- ---- \� 1 0 2650FX Ndo) 11 I 1 P R H PORCH 3050 S H 3050 S H I _ _ _ 3050FX_ _ _ _ _ _ _ _30_5_OFX I 3050FX u - - J 3050SH 3050SH - - - - - - - - - - - - - - - - - - - -2650SH �1650SH I - - - - - - - - - - - - I - - - - - - - - - - - - I I A/C - - - - - - - - - - - - - - - - - - - - - - J A/C A/C A/C UNIT UNIT TWO UNIT THREE UNIT ONE FIRST FLOOR 1/4" = 1 '-0" i wood ley architectural group,05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-22inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 801 20 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 3050SH 3050SH 3050SH 3050SH i 3050SH 3050SH i 3050SH 2O40SH 2O40SH 2O40FX I ' � S2 _ _ L _ I _ _ _ _ _ _ ' � � _ _ � SZ _ � ' PANTY I I I ° O O I i i O O I 0 9'-0" x 7'-0" - - KITCHEN KITCHEN Go. -9" x l 1 '- � ggLCONY KITCHEN I - - - I ; - - I NIN ( p _ _ I o I • ' I " I I I � ' I 3050SH I r) D�\ m II 1 1 FA-NTRy O (p I EF Dy'�NPANIPU IIREI - - - - NIN I I� II I I I I I ° �i �� U P _ - - - - - - - - - - - O _ - - - - _ - II I � - - - - -1 X 1 - I � F II - - - - - - - - - - - - - _ o u - , - - - -_ II - - -IREF" KITCHEN OM RPF �� I �� O Lo O F� i I I I II I m I I I I D� " - I- , I o I = No II I o ° 1 -5" x 1 '-9" No Lo R E T Ro0m_Q I - - - - "REP I O - I o�' DINING '� - ' qo = 15'-7" x l 1 '-0" UP PANTRY i �'' i o 0 U-) 1,D, I N I N UP Lo CD -7 co 1 '-9" x 13' " ° O O ° rCD o DNDoL N � DN o = � N CD DN DN GREAT ROOM DN i o I o 13'-10'' x 19'- " d 0 co D� GHLAIROOM ' '� G" RE)J RO N ° ' 1 '-511 x 1 -9" o I ° I cy) (3*** � EATROOM ' 15'-7" x 13'-4" II ' o Lo 1 _IREF;,11 KITCHEN CD Lo UP UP - r- I 808OS G D 808OS G Db'NIN 'J 3050S H FLEX/ - - - - 8080S G D ( I " BALCONY A L C O N Y ' BALCONY 0OFFICE BALCONY I -9" x 11 '- o I BALCONY I 9'-°" x 7'-0" I o 9'-1" x 7'-3" 1 1 '-7" x 7'-2" 'O 12'-1" x 7'-10" N I =F=== O ° I 3010FX 3010FX 2040FX 2040FX 1 1 '-7" x 5'-10" PANTY 3040FX 3040FX 2040FX I 2040FX - - - - - - - - - - - - - - - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - 3050SH - - - - - 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT ONE SECOND FLOOR 1/4" = 1 '-0" • woodley architectural group.,05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-23inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 4050S L 3050SH _ _30_5_0S_H_ 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 2O40FX 3050SH 3050SH INC— DN ° LL- o Lj 0 O1 -o x 10'-1" `N CIO BEDROOM3 EDRO M 2 3050FX DN ° BEDROO 1 1 '-5" x 10'-1" 10'-1" x 10' 1" BEDROOM 1 1 -0 x l l -9 1 1 '-91L 2'-0" ° PRIMARY SUI ILL CD o ° I o 0 � I _ _ ° I Z w I X ° BE DROO ° _ _ _ _ _ ° ll ° SHELVES W I 1 '-0' x 10'-1" ° - - -4 X\ I SITACKEp Ali D I i 10'-5" H G x c = 0 W/D__ I u - - ! J O o CN E(g . - - - 'll L-0 ° DN II I ° ° ° o I I W t11111 � u _ _ J r - - - rl ° 11 — Myll0 0 Q0 . C - - - � � � MAW I�IIy! 0 0 0 0 N BEDROONA 2 i STACKEi O DN l i W o D tN�Q _ 3, 8 H N 23'-8" HNG I x 10'-2" x 10'-1" - - � I I L - - - J LINEN .I I I o u _ J O 04 o \x ° i D i i 10'-5" H G DN i 0 " - - � J SHELVES - _ _ - o I U- ° o o I � 0 16'-1" HNG o � � I O Qo °, - _ - CD ° Q ° I INEN9 o I N PRIMARY SUITE I I 0 - IJr I 13'-9" x 13-2" ww LINEN o ° PRIMARY SUI PRIMARY SUI RIMARY SUIT ��' BED OO 1 1 '-°" x 1 1 '-9" ° 1 1 '-7" x l l '-6" 12 1" x 15'-4" O (9 J--� D1 '-o x 10'-1" x LL- 0 o 0 0 0 o DEEP SILL � 3010FX 3010FX 4020FX pq 3040FX 3040FX 3050SH 3050SH 2040 FX Fr _ _ _ _ 3050SH 3050SH 3050SH 3050FX 3050FX 3050SH 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT ONE THIRD FLOOR 1/4" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-24 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — r — — — c� c� r — — — — — — — — — — — — — — — — — I I I I I I I I I L - - - - - J I I I I I + ; 4:12 ; I 4:12 I 4:12 I I � 5 \4:12 /4:12 4:12 4:12 1 I I I I 4:12 I I � 5 I I I I N I N I r - -1 r - - - - - - - J L - - - - - - - - _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ ROOF PLAN 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-25 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - -ir - - - - - - - - - - I II I II I I II I II I I II I II I I II � II I II II II I II II II I II II II I II II II I II II II I II II I II II II I II II II I II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II I II II II I II II II I II II II I II II II I II II II I II II p II II II I II II II II II II I I - - - - - - - - - - I I I I I I IL — - - - - - - - AREA: -2368 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-26 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 130'-1" UNIT ONE A/c 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 1 2650SH 2650SH i 3050SH 9 x M CLK 9 x CLR 117 R 9 x CLR 117 R cb° ---------------------- -- --------- -------------------------------- --------------------------------- cb° `CZ) � \ /1 1 � l\ I 1 ,f 1 1 \\ 1 1 ,� 1 1\ 1 1 /'1 1 \\ 1 1 ,� 1 `\ I 1 ,� 1 1 \\ 1 1 �� 1 1 `\ I 1 ,' I 1 \\ 1 1 �� 1 1 `\ 1 1 i' I I UP w w _ _ - - I I 1 \ 1 1 � 1 1 `\ 1 /' I 1 \ 1 1 � 1 1 `\ 1 /' 1 I I = _ ` ' � I � 1 \\• 2-BAY�'' 1 1 \\� ;'' I 1 \\�—BAY 1,' 1 1 \\: ;'' I I \\ —BAY I�' I 1 — — — — —'\\ ,'' , 1 I I 1 1 \ 0 / 1 I 1 �1 1 1 1 / 1 1 1 I I — _ _ _ I I 1 I I 1 I \ / 1 1 11 1 I1 1 1I I 20I\ x 20--9 I 1 w G/�l\\AGE I I 12\ AY I I 1G\A��A/(�\E I I 12—B�.Y I I 1 G/�\R/��IE 1 ; � �/' I 1 1 1 " I I I \ / — _ _ I I 1 19'-li'x\20'-1" I I I 1 1 I I I 19'-1"/X�20'-1" I I 1 O/ ARAG�. I 1 I 19'-1" - 1 I \'ER G ,' \\ r- _- - GARAGE I I I 1 I I 1 1 1 I 1 I I I I I 1 I 1 1 /' \\ 1 1 1 1 1 I 1 1 /' \\ 1 I I C MPO5T I _ , I / \ I ,Y '-1" x 23'- '� , \ i ,}� -1 x 23-zZ\ / \ I �- - I \ _ _ _ - I ( 1 I TRASH II 2-BAY — I o 1 1 I 1 � _ — _ I , _ \�� I I I I Il 1 it 1\ 1 I 1 /� �\ 1 1 f \` 1 I 1 /� �\ 1 1 f\l 1 I - - I _ — ` I 1 O I L — _ - J I /' I I\\ 1 1 /' 1 1 `\ 1 1 � 1 1\ 1 I li' 1 1 `\ 1 1 � 1 1\ 1 I I /�- - \\ I I `o r - - - �I KGY-C LIE- 1 IRECYCL L _ _ _ JI r — — — �I �' v r `\ ,/ r r \\ ,' v v `\ I ,/ r r /' ► v \\ I TAST�70- 1 ICOMP T \ I / \ , \ I / \ , \ I L - - - J r1XI / \ ------------------------------------- ----- ----- ------------------ ----- ---- -----------------� I � L---------------------------------------� -ir ° W/H I TRASH I IRECYCLEI I z I I I IRECYCLEI I I I IRECYCLEI I z I I I IRECYCLEI I °0 cOMPO� W/H z I TRASH I I COMPOV I TRASH I I ICrOMP09 z I I TRASH I I COMPOST � W/H — I I I I I I I O L - - - J L - - - J L - - - J J I L - - - J L - - - J L - - - J L - - - J L - - - J L - - - J n — — — I \ / �II I I II � � _ — _ — J - - - J I I \ 0 Ii�S+i� -_ 0-0 - - - II�ECY�CE I — _ / I I Lr)0 —� — II L \\L — J // - - - - II L \\L — J / - - - - - - - � - I \\ - - - ,' I I I "' SLEEP NG = _ _ _ - - _ - - - - - - _ - _ _ - - - - - == - 2-BAY - 1 - �= - - _ _ _ _ _ I o I I ILU - - - - - - - - ' - - - - � -1 '-4" x 10'-0" I / - - - I / COMPOST I I QGARAGE I 1 - - - - - - - I - - — I I I � I 0 it it i 20�1' x20'_9_ _ _ _ - - - I CD - MULTI -GEN SUIT S A E3EDROOM' OR S A E3EDROOM'\N'OR , , L VING - - - - " - - - - UP II 12 0 xl3 8 it 12 0 xl3 8 UP o � 11 - xll -4 I 11 - xll -4 I 12'-1" x 7'-8'' c� UP o I I UP 0 UP o I I UP o U i 00 1 ao ao I I 00 O- 0 0 0 O I I o a 3050SH " i i x i �'' \\` o R - I- , o o u'� ��------------------ \ II RIFF I PORCH 2650SH o 2650FX 2650SH o 2650FX d'O 11 1 I M c� u _ _ J PORCH PORCH 3050 FX 3050FX PORCH PORCH 3050FX 3050FX 1 2650SH 2650SH I 3050SH Lr - - - - - - - - - - - - - - - - - - - - - J 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2650SH 2650SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2650SH 2650SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A/C �IN A/C NT UNIT UNIT TWO UNIT THREE UNIT TWO UNIT THREE UNIT ONE FIRST FLOOR 1/4" = 1 '-0" NOTE #1 : SCREENED MECHANICAL EQUIPMENT AT STREET-FACING SETBACKS • woodley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-27 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 3050SH 3050SH r — — — — — — — — — — — — — — — — — — — — — n r — — — — — — — — — — — — — — — — — — — — — 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 2O40SH I I I PANT Y-1 L I I � I � ° I 9'-0" x 7'-0" II II1- -- -- -- -- I;II FI'`°�_- _-i nII — IiII- , IL _I _ III I •- -� I ° o- - -_-_ -1X 16 - III;IIII F'I`°\_-°_- n - OIII- II ° ° I'�•,- -�.�II ° O-- -- ---- co 1III R11-7, EFnII -o t7 x 11 - \O BALCONYKITCHEN KITCHEN KITCHEN KITCHEN KITCHEN o o NIN :� 3050SH F77 - r) D PANIU o D PANIY UP P� NIN Dy ° 11RE� 1 A� � NINIIorr - - -I O � - - - - - - - - - - - - - - - q- " X 16'- I 0 � r —� — n I 0 � —� n- - - - - - - - - II - - - - - - - - - CD Lo o - I REF RLF KITCHEN i I Lo 0 I I I I L L CDcy) DyVIoV L LV) xCD coI - - - - 11REO 1 IIREO 1 o RE T RO coLo co p II 1 I II 1 I L _ L _ o Dyw -7" x 11 '-0" j�E DINING 15' up( PANTR UP PANTRY UP Lr) A Lr) ININ ININ 1 .3 '-9" " CD co x 13' 1 -9 x 13 ..........., Lr) 0.0 77 o DN DN- DN DN oDN GE T R O G E T R O c, 10 13'-10" x 19'- " 13'-10" x 19'- " d o DEWGHEAPROO R E T RO17'-1015-9" o 3V CD° 9 o- - ° °° ° or)EAT ROOM EAT ROOM r - - - n I 15 -7 x 13-4 15 -7 x 13-4 1 11 I o LID REFL� KITCHEN o Lo co - _ _ - - - - UP o UP o 3050SH 808OS G D UP 808OS G D 808OS G D i FLEX/ NINd 8080SGD 8080SGD X oo° I -9" x 11 '- N BALCONY ' BALCONY o OFFICE [: FBALCONY BALCONY N 9,_o„ x7,_o„ " ' " � BALCONY BALCONY ° 0 9 -1 x 7-3 1 1 -7 x 7-2 1 1 -7 x 7-2 0 1 N 1 1 '-7" x 5-10'' i1 1 '-7" x 5-10'' 2650FX 2650FX 2040FX 2040FX 2650FX 2650FX 2040FX 2040FX PANT Ry 2040FX 2040FX 2040SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT TWO UNIT THREE UNIT ONE SECOND FLOOR 1/4" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-28 rou inc � A J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 4050SL 4050SL 3050SH 3050SH 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 4050SL 2050SH 2O40SH 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - o � x DNO =77 ° LL o Lj 't 1 -0" x 10'-1" N ' o O BEDROONA 3 E D R O M 2 FES x 3050FX pN —BEDROOM 2 3050FX pN BEDIROOM171 1 '-o" x l l '-9" 0 11 '-5" x 10'-1" 10'-1" x 10' 1" BEDROOM 2f 10'-1" x 10' 1" BEDROOM 2,NT PRIMARY Sul 0 Ly 1 1 '-9" x 2'-0" 1 1 '-9" x 2'-0" JIE x O ° I INE IrtirM LIJ � N O 0 I - - o I I � Z I U- I O ° � IJ I O r - -_ ° BEDIROO 00- _ _ ° BEDIROO o N NT T SHELVES ° o n W � 1 '-0" x 10'-1" � _ _ � 1 '-0" x 10'-1" � _ _ � I °IL X\ I 1 SITACKEp SITACKEp Ali D I -_- Ll- �/p �/p u _ _ I J 10'-5'' H G - - - - - _ -L i o O L) Qo Q0 . ° Q0 . O o = C = = IIIIO Q DNII 14111\\ III . I -1 u — — J 0 0 QOO i I I I I 0 BEDROOM 2 I I ��STACK' 0 STACKEI O Ln oO oO o p I I. 23'-8" HNG �N�Q _ ;,' 23'-8" HNG DN o _ _ 3'-8" HN LI EN 3-8 HN �- LI EN I U-10-2 x 10-1 o Jx x i 10'-5" Ho0 DN i DIN77 J SHELVES _ - - _ I U- I O ° I o 0 16-1" HNG Lo O QOO Q0 . oUo QOO N - - - 0 ° I l I NEN o I � I 1 � I 1 N OI PRIMARY SUITE ; I � 13-9" x 13'-2'' PRIMARY Sul LINEN � LINEN ° o A A PRIMARY Sul RIMARY SUIT '— PRIMARY Sul III X RIMARY SUIT BEDIROO 11 '-0" x 11 '-9" -0 1 1 '-7' x 1 1 '-6" 12' 1" x 15'-4" 1 1 '-7' x 1 1 '-6" 12T 1" x 15-4" 0O x " J o 0 1 -0 x 10'-1" x 0 11 o 0 \0/ o N DEEP SILL ° ° 2650FX 2650FX 2020FX 2020FX 2650FX 2650FX 2020FX 2020FX o N 3050SH 3050SH 2O40SH 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3050SH 3050FX 3050FX 3050SH 3050SH 3050FX 3050FX 3050SH 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT TWO UNIT THREE UNIT ONE THIRD FLOOR 1 /4'' = 1 '-0" . � wood ley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-29 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 80120 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — 1 c� c�— — — — — — — — — — — — — — — r - - - - - - - - - - - - - - - - c� c� r — — — — — — — — — — — — — — — — — — — — c� c�I — — — — — — — I I I I I I I I I I I I J I I I I Q 4:12 � 4:12 1 4:12 I � ti \4:12 1 1 4II1 :12 1IL 4:12 4:12 1 4:12_ 1II I I I I I C„ r — r - - - - - - - J L - - - - - - - - _ - - - - - - - J L - - - - - - - - J L - - - - - - - - J L - - J L - - J L - - - - - - - - - - ROOF PLAN 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-30 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - -ir - - - - - - - - - - I II I II I II I II I II I II I I II I II I II I I II / II II II II I I II II II II II I II � II II II II r I II II II II II I II II II II II I I II II II II II I II II II i I I II II II II II I I II II II II II � 00, 01 I II II II II II r II II II II II I II II II II II I II II II II II I II II II I II II II II II I II II II II II II II II II II II II II II II I II II II II II r L II II II II II I I II II II II II I I II II II II II I II II II II II I I II II II II II I I II II II II II � I II II II II II I II II p II p I II II p II II I II II II II II I II II II II II I - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I II P I I I W — I r - - - - - - - J L - - - - - - - - - - - - - - - - J L - - - - - - - - J L - - - - - - - - J L - - J L - - J L - - - - - - - - -AREA: -3570 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR wood ley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE CRAFTSMAN A-31 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 130'-1" UNIT ONE n05OFX 3050FX 3050FX - - - - - 7,I71:71 FE6- - - - - - A'RCFTED i ARCHED o 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR - - - - - - - - - -jorr— - - - - - - - - - - 9x 9x19CLR 19x19CLR -- -- --------- �I 9 x 19 CLR x 19 CL-- ------ --- --------- 9 x 19 CLR -------- --- ------ -- ------------- r - - - - - - -7 r - - - - - - - - - - 1 ----r-- -- ---r---r-- -- ---r \ r - - - - - - - - - - -7 r - - - - - - - - - - � / .-----r--- - — i ---r-- -- ---r---- r - - - - - r - - - - - - - - � /� �\------ ��I ,' I 14 U P - �b� w I I _ - - \ I I 1 1 1 1 \ I 1 / I 1 \ 1 / 1 1 \ 1 1 / 1 1 \ 1 / 1 I - _ I I � 1 ' 2-BAY�l/' 1 1 `\ 1 1 ,� 1 1 �\ 1 -BAY 1,/ 1 1 `\ 1 1 ,� 1 1 \\ -BAY ' I - - '��/ _ - 1 0GAR A/ //' \ \BAY'/ '1 GA.RAOIE BAY' '1 GARA'G E 20�I\ x 2a%" - _ 1 L 19'-1/'x'20'-1" / LU ' 19'-1"rnc20'-1" AGE 19'-1" 20'-1" r �'1 1 1 ( 1'ARAG 1 1 1 , , 1 1 1 I AR 1 1 I , , 1 1 I GARAGEl�'-�/ • I 1 I / ` 1 I 1 ��////````�� I 1 1 / ` 1 1 � 19`'1" X23'`�" 1 1 1 I / \ 1 I 1 1 ✓ " 2-BAY, � / \ / \ / \ / \ - _ _ _ _ I I I TRASH II 1 1� `� 1 1 I // \\ 1 I 1 1,/ \� 1 1 1 I // \\ 1 I 1 1,/ \� 1 1 ---T - , I I I� 1,/ `\I 1 1 ,I' `` 1 1 1,/ `\I 1 1 ,i' `` 1 ] - - - -L - I ,/ I I O I L - - - J 1 // 1 1\\ 1 1 4 P 1 1 / 1 1� 1 1 4 r IRECYCOE - - - �I /� I 1 1\ 1/�1 1�\1 "t' I 1 \� 1//1 1\\1 "t' 1 1 �� - - - 7 IRECYCL� ' 1 1 1 1 `� //1 1 ► I\ /' 1 1 1 1`\ //1 1 1 1\\ /' 1 ► 1 I \ ---1 - I - - �,� _ `\ I j I L - - - JI /� 11 11 �� // 11 11 `� ,/ 11 11 `\ // 11 11 `\ // 11 11 `� r - - - -1I / r r , r r \ , r r \ , r rJRAS , I I I II // \\ // `\ �� /H I x i /�/ \�\ -------- \ / \ \ \ ---- - ----- ----- I � �------------------ ---------------� -------- i - - - -IT-- Tr-- i r - - - -I r - - - -I r - - - 1 ------- --- i - - --fir- Tr - - 'i r - - - -I r - - - 1 r - - - 1 ° o O la� I IIRECYCLEI I z I I IIRECYCLEI I I IIRECYCLEI I z I I IIRECYCLEI I °0 ro 0 z I I TRASH I I I TRASH I I I LU I I TRASH W/H IuJ4 lit I TRASH I I I�OMPO� W/H z l I I I IbMPOS1I W/H �OMPO� W/H z 1 CrbMPOS11 �o I II II I � I II II I J I II II I W/H I F\----------------------------------- L _ - - J L _ - - J L - - - J I L _ - - J L _ - - J L - - - J � L - - - J L - - - J L - - - J L - - - J L - - - J L - - - J I �II I I I I U - - - J I I 0 I I O J R-AS..H-L o - - - - - - - ' I I i - i - ° ° - - ' I IRfEY£tf- I \`� _ /'' 1 10 -� II L \\L __j - II L \\L -� - - SLEEP NG - - - - - - - - I LU �� - - - - - - - - - - - � ; �� - - - - - - - �===� - \ \ \ BAY//�� - _ - - - _ _ - J - - - - - - - - - _ _ _ 1 1 '-4" x 10'-0" I GARAGE 20'1'' x 20'`-\9" MULTI-GEN SUIT o VV0 R SPACE. WORKS A E3EDROOMEDR OM L VING o UP 12' 0" xl3' 8" 12' 0" xl3' 8" _ _ _ 11 - xll 4 OP 00 - - - - 1 1 '- " x 1 1 '-4" _ _ ' I o I I i _j 12'-1" x 7'-8" co UP o I UUP o UP o I I rcl) U a0 II o0 00 I � oI o I I o o I I 3050SH c0 I I `� `0 I I CD � I '�� o n —1- , o o u'��------------ ------------�� ' II RIEF I PORCH 2650S H o 2650FX 2650S H o 2650FX �d'O II I I PORCH PORCH PORCH PORCH - - - - - 3050 SH 3050 SH 3050 SH 3050 SH I _ _ _ 3050FX 3050FX_ _ _ _ _ _ _30_5_0FX I 3050FX L 3050SH 3050SH r RGHED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - I - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - I - - - - - - - - - - - - I - - - - - - - - - - - - I I A/C - - - - - - - - - - - - - J - - - - - - - - - - - - - - L - - - - - - - - - - J � A/C A/C A/C A/C C UNIT UNIT TWO UNIT THREE UNIT TWO UNIT THREE UNIT ONE FIRST FLOOR 1 /4" = 1 '-0" . � wood ley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-32 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 3050SH 3050SH r — — — — — — — — — — — — — — — — — — — — — n r — — — — — — — — — — — — — — — — — — — — — 3050S H 3050SH 3050SH 3050SH 3050SH 2040S H 2040S H 3050SH 3050SH 3050SH 2040S H 2040S H 2040FX - - - - - - - - - - - - - - - - I � � n - - ' 7E , - - - - - - - - � -D- - - - - - - - _ _ � -D- iPANT Y L - - - - J _ J J L - - - JL - - - - - -_ r _ o o _ J L _ _ J _ J L _ O OO i i OO9'-0" x 7'-0" _ _ _ _ KITCHEN KITCHEN KITCHEN KITCHEN ° BA LC O N Y 0 KITCHEN o -9 x11 - OV) NIN � \ , n \ /o I 3050SHD��/Vo o FA-NTRY o O o o DYV PANIU O D o o DYV PANIRY\ ° ° �I - - - - NIN I I ° ° � / \ � NIN I � � UP O O - - - - _ — — — — — — — — — - - - II I I - - - - -1" X 16'- " I r —� — n �-1" x 16'- " I r —� n I II — _ _ - - I II _ _ - - � u — — J - - - - � o I I � II I ° ° � I 1 II - - - - - - - - - Lo ' - - r -1REFn KITCHEN cy) I II ° O 1 - - - - I ° ° I IRUF I I o I IRUF I Lo I I II O _ li I I L _I _ L I II O c) L — — 1! Dye: rr — '— , I DyV n — I it I I II I I 1 1 = V) I II ° 1 -5" x 1 '-9" N p 1 - - - - "REO I IIREO I 0 0 ' R E T R o co OLo II 1 I II 1 I I \ I co �E DINING u _ u _ qo Dyw = 15'-7" x 1 1 '-0" UP P NTR UP PANTRY UP - Lo 1::;; IN I N ININ o co 1 '-9" x 13' 1 '-9'' x 13' "' ° O O ° ° O ° ° DN o 0 _ �to ° O1 0 ° O DN O Lo CD o� DN DN- E T ROO DN DNGREAT ROOM DN I I oG ;� , c, 13'-10" x 19'- " 13'-10" x 19'- " d O DEW GHEAPIR00,\/AR EAT R D N 17'-10" c 15'-9" Q ° o ' 1 -5" x 1 '-9" o I ° 1 c� E AT R O0mR00mr - n EAT ° - - I 15 -7 x 13-4 15 -7 x 13-4 o Lo CD � _IREFL� KITCHEN o cy) UP UP ' 808OS G D 808OS G D 808OS G D 3050S H ' FLEX/ - - - - - - - - 1 N IN o 8080SGD 8080SGD o I " BALCONY ' OFFICE BALCONY BALCONY -9" x 11 '- o ' BALCONY " o LL BALCONY I o0 9'_0„ x 7,_0„ I BALCONY � 12'-1" x 7'-10" 0 9'-1" x 7'-3" 1 1 '-7" x 7'-2" 1 1 '-7" x 7'-2" O 'O I I N 1 1 '-7" x 5'-10" 1 1 '-7" x 5'-10" ° 3010FX 3010FX 2040FX 2040FX 3010FX 3010FX 2040FX 204OFX PANTY I 2040FX 2040FX - - - - - - - - - - - - - - - - J 1 3040FX 3040FX 3040FX 3040FX 2040FX I — — — — — — — — — — —3050SH — 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT TWO UNIT THREE UNIT ONE SECOND FLOOR 1/4" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-33 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. UNIT ONE 4050S L 4050S L 3050SH _ _30_5_0S_H_ 2050SH 2O50SH 2O50FX 2050FX [ANIL 4050SL 2050SH 4050SL 2050SH 2O40FX 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - ° � x D N ° LL 77 o Lj Lj 't 1 -T x 10'-1" N o O 7 o B E R O D 3 E D R O M 2 3050FX DIN -BEDROOM 2 3050FX DIN BEDIROO�L7 1 1 '-0" x l l '-9" oNT 11 '-5" x 10'-1" 10'-1" x l0' 1" B EDROOM 10'-1" x 10' 1" BEDROOM NT PRIMARY SUI 0 2, 1 1 '-9" x 2'-0" 1 1 '-9" x 2'-0" L11 J U- o INEN j 0 ° o I IZ I p r - -_ BEDIROO 0 ° _ _ BEDIROO 0 ° _ _ _ o SHELVES I W 1 1 '-Tx 10'-1" ° � _ _ -4 1 '-Tx 10'-1WWU4 " n - - °Up II W 11 11 X\ 1 1 SITACKEp SITACKEp Ali Di W/D r ILI Ll W/D - - 1 0 1 - - _ _ T i o 0 Q. 0 Q0 . O ° - - � � C � - _pm ---- oQ0 . 00 - = = C = = = ---- I IIo Q DN I W I I u — — J Q. . Q. 0 r — — — n ° — r — — — n ° — �m m uu� J I I I BEDROOM 2 1 W�Q KEu DO STACKEI 0 In - w o D I I. 23'-8" HNG �N�Q _ 23'-8" HNG DIN I l o - - LI EN LI EN I I x 3'-8" H N '13-_8- N , I I I x � 10-2 x 10-1 L - - - J _ _ I o u — — — J �x� ' i D i10'-5" Ho0 DN ° , I I I L.I _ _ � J SHELVES - - - - I LL 16'-l" HNG ° o0 ILLo I o Ln I o � Q0 .N Q00 0 Q I U_ I - - - I INE o I 0 I 1 � I 1 N OI PRIMA Y SUITE ; 1 � 13-9" x 13-2" PRIMARY SUI LINEN � LINEN ° o PRIMARY SUI RIM RY SUITEPRIMARY SUI RIMARY SUITE.0 11 '-o" x 11 '-9" 1 1 '-T x 1 1 '-6" L 12' 1" x 15'-4" 1 1 '-T x l l '-6" 12' 1" x 15'-4" O BEDIROO x 0U o 0 1 -0" x 10'-1" x 09 11 o Lr)0 0 NLAEL— o DEEP SILL ° 3010FX 3010FX 4020FX 3010FX 3010FX 4020FX ° N 3040FX 3040FX 3040FX 3040FX I .?], 2040FX 3050SH 3050SH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3050SH 3050SH 3050SH 3050FX 3050FX 3050SH 3050SH 3050FX 3050FX 3050SH 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT TWO UNIT THREE UNIT ONE THIRD FLOOR 1 /4'' = 1 '-0" . � wood ley architectural 05.22.24 BUILDING PLANS 7 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-34 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 30ar8 dr. suite B littleton, co 80120 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. c� c� r — — — — — — — — — — — — — — — — c� c� r — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I 4:12 I � 4:12 4:12 I I I I I 4:12 I 4:12 _ I 4:12 - 0 4:12 I I 4:12 I _ I I I I I 4:12 4:12 0 _N r v ROOF PLAN 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-35 group., inc PA N = 12 LEWIS MANAGEMENTZOMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - -ir - - - - - - - - - - I II I II I II I I II I II I II I I II I II I II I I II00II II II II ' I II II II II II , I II � II II II II II II II � I II II II II II � II II II i I II II II II II � i I II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II I II II II II II I II II II II II I II II II II II I II II II II II I II II II II II I II II II II II I / II II II II II I II II II II II I II II II II II I - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I IL — , - - - - - - - AREA: -3572 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR wood ley architectural 05.22.24 BUILDING PLANS 5 - UNIT CARRIAGE TOWNS ADAPTIVE SPANISH A-36 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPAiNY LMC-2201 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 85-1" 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR o 9x 9x CLR 9x __________ 19 x 19 CLR --- ------ -------------- -------- --- ---------- ------ -- ----------- `\ r - - - - - - - � r - - - - - - - � i/ I r - - - - - � r - - - - - - - - - , r - - - - r - - - - - - - 7 /� I `� r - - - - - - - , r - - - - — — — — — , '1 � \ 1' 1 11 1 '' � '1 1 ' If 1 �\1 1 1 1/' 1 1 1 1\ 1 /�1 1 `� 1 1 1 1 1 `\ 1 // 1 j 1 1 1 I 1 1 1 1 \ I 1 / I 1 `\ 1 1 1 I 1 I LU r� w 1 \ 1 1 / 1 1 `\ 1 1 // 1 1 \ 1 / 1 1 \ 1 1 / 1 LU �p :E 1 `\ 1 1 // I 1 `\ 1 1 // 1 1 \\ I 1 /' 1 1 `\ 1 // If 1 1 ` 1 1 / I 1 `\ 1 // 1 I 1 � / 1 \. 2-BA1�'' 1 1 1 �` -BAY ' 1 9-BAY 1 1\ 1 1 1 I\ /1 I 1 1 1 r GAR A'G,E /2:BAY '1 GA RAGE G AR A G/- \E 1 19 - /x20-1 1 1 1 �A\G 1 1 1 19 -1� c20-1 1 1 1 1 19 -1 x2.0-1 1 1 1 x 1 1 � �� 1 I 1 1 23- I TRASH II 1 �/ ` 1 I 1 1/ \1 1 1 I,/ \\ 1 1 1 1 / \� I II TRASH I 1I I L - - - L - - - J r — _ — �I 1 / 1 1 \ 1 1 / 1 1 \ 1 1 / 1 1` 1 1 / 1 1 \ 1 Ir - - - -1 I II /� 1 1 1\ /( 1 1 1 h' 1 1 \� /� 1 1 1\ II 1 IRECYCL / 1 1 1 1 \` /' 1 1 1 1 \\ ,'' 1 1 1 1 \`\ /' 1 / 1 I \` RECYCLEI / 1 L - _ - JI / 11 11 / 11 11 \ / 11 11 ` ./ 11 11 ` IL - - - J ICOMPO$T ,' `� ,/ `\ `\ `\ COMPOSTI 1 1 / `� / �� `\ `\ 11 1 L J .y r — — — -i r — — — -i r — — — � - FF11' r — — — -I r — — — -1r _1 o O U9 U / I I IRECYCLEI I z I I 11RECYCLEI 1 W/H � � ° ON� LU I TRASH II W/H i TRASH I I I�OMPO� W/Hz I I I I IbMPOS1i O L - - - J L - - - J L - - - J O L - - - J L - - - J L - - - J O n — — — JIL r — — — n I �Ii W/D I I I I _ I W/D iI] I I I II � � O I I u - - - J I L — — — u I If cn p - - - - - — — \ L — - - - - - O O - - - - I - II L -� - J - - - - - - O "' SLEEP NG - - - - - - - - �i - _ _ _ _ - - - - SLEEPING "' 11 '-4' x 10'-0" - - - - - - - - I - - - - / - _ - - - - 11 '- " x 10'-0" _ I lr � I , MULTI-GEN SUIT ULTI-GEN SUITE I , LL� WORKS AQE 3EDROOM L VING o UP 12' 0" x13' 8" _ _ _ _ 11 '- " xll '-4" UP o LIVIN ( o — II o 12'-1" x 7'-8" r- r) UP I , co 12'-1" x 7'- 0 i UP c a CD 3050S H "' i i 3050S H b o I I o oy rt RIEF, PORCH o 2650FX I n o °° PORCH IR�F II I 2650S H I I � cy) Iu _ I_ J PORCH PORCH II 3050FX 3050FX L - - L - - - - - - - - - - = - - - - - - - - - - - - 4—u 3050SH3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A/C A/C A/C A/C UNIT UNIT TWO UNIT THREE UNIT F I.J R FIRST FLOOR 1 /4'' = 1 '-0" NOTE #1 : SCREENED MECHANICAL EQUIPMENT AT STREET-FACING SETBACKS wood ley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-37 group, inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — — — — — — — — — — — — I 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 3050SH 3050SH F77,Tri L - _ �' `- - - - JL - - - - - -I I IKITCHEN KITCHEN - -EN I KITCHEN 0 N""' Lo / n — — � I / r— — n / Loo DYE/ o 0 11RE� 1 P- NRY N IN ' 0 0 ° ° I DYV I PANTRY MANTRY I � II o o I DYV � co o � , `\ 1 ° ° 11 I I I I ° ° � i � � I �EFII � i IL - - A 11 I I 0 I - - � - - - - 1 11 I - - - - - - - - - - - L - - J - - - - o I 1 11 - - - - - - - - - - - - - � _ — L O CD o I ° o I j REF jj I CD - - - - I , L _I - L - - - - I DYV CD I I I 1 I O o - - - - 11REFI 1 - - - - o `o DINING_ j DINING "' = 15'-T x l l '-0" U P PANTRY U P U P 15'-7" x l l '-0'' _ o ININ� 0 1 '-9" x 13' o ° O O ° ° O ° ° ° a o o Lo � co o DN DN -GREAT R00, DN DN o .G, KEA I ROO 13'-1°" x 19'- " REAT 17'-10" 15'-9" 17'-10" x 15'-9" E A T D O M 15'-T x 13'-4" o o UP - - - - - - -L 808OS G D 808OS G D 808OS G D EI FLEX/ - - - - 8080SGD FLEX/ BALCONY o OFFICE BALCONY OFFICE o BALCONY 0 9'-1" x 7'-Y 1 1 '-T x 7'-2" BALCONY 9'-1" x 7'-3' o 12'-1" x 7'-10" N N 12'-1" x 7'-10" 2650FX 2650FX 2040FX 2040FX 1 1 '-7" x 5'-10" 2040FX - - - - - - - - - - - - 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT FOUR SECOND FLOOR 1/4" = 1 '-0'' • woodley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-38 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050SL 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 2O50FX 2050FX 2050SH 2O50SH DN DN F�J= 3050FX DNBER003 -BEDROOM 2 BEE) ROOtA3 C) 1 Lo 1 '-5" x 10'-1'' 10'-1" x 10' 1" BEDROOM 1 1 '-5" x 10'-1" oNT 1 1 '-9'' x 2'-0'' o I I o I O � I 0 ( ; Z - - Z ; 0 wL w Iz zl IJ C� JI BEDIROO _ _ _ r - 4 ° ° I I W 1 1 '-0" x 10'-1" ° - - -4 W I I - I SITACKEp I +-- I Li`X� L W/D° E-- = = c = - = r — — — n WN - - - - � 1 1' -_--- L. BE ROO 2 DloiD I �WDL u 23'-8" HNG I I B E R O O 2 o - - � 3 8 HN LINEN � - - � o 10-2 x 10 1 LT _ _ � L _ _ _Ij 10 2 x 10 1 NT x DN 16'-l" HNG 16'-1'' HNG H o I I o oNQ � (714 Ln ° ° ° ° 1 ° PRIMARY SUITE O 1 O PRIMARY SUITE I I 13'-9" x 13'-2'' 13'-9" x 13'-2" IL 11 LINEN PRIMARY SUI RIMARY SUIT — °`�°) 1 1 '-T x l l '-6" 12' 1" x 15'-4" 0-0 x L Ln r4 o o Lo Lo 0 0 0 0 DEEP SILL ° 2650FX 2650FX (9 -2020FX 2020FX DEEP SILL U D3050SH 3050SH 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3050SH 3050FX 3050FX 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT FOUR THIRD FLOOR 1/4" = 1 '-0'' . alp" wood ley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-39 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. N N r - I I I I I I I I I I L - - - - - J I I I I I I I I I I I 4:12 I I I I I I r I I 4:12 4:12 N N I Q v v I I I 4:12 4:12 I_ �I I I L 4:12 J 0 I I I I I I I I I I I I I C4 I N N I v _ L - - - - - - - - L - - - - - - - - J L - - - - - - - - - - - - - - = - - - - - - - - - J ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-40 architecturalrou group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - -ir - - - - - - - - - - - - - - - - - I II I II I II I II I II I II I II � II I I II II II I II II II I II II II II II II I II II II I II II I I II II II I II II II I II II II I II II II II II II I II II II I I II II II I I II II I I II II II I I II II II I I II II II I I II II II I I II II II I L II II II J II II I I II II II II II II I II II II I II II II I II II II I II II p I I II II II I I II II II I I II II II I I I I I I II I L - - - - - - - - J L - - - - - - - - - JI - - - - - - - - - - - - - - - J AREA: -V2458 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" wood ley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-41 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 85-1" 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR O 9 x _-----_ --________; 9 x 19 CLR 19 x 19 CLR 9 x -------- --- ---------- \ r - - - - - - - - - "1 r - - - - - - - - - l , .-----r--- - I ---r-- -- --- ----- r - - - - 7 r - - - - - - - -7 / \ r - - - - - - - '1 r - - - - - - - - - '1 LU �cp w 1 \ 1 1 / 1 1 1 1 1 1 1 i 1 1 \ 1 1 / 1 LLU �p 1 1 \\ 1 1 /� 1 1 `\ / 1 i� 1 I 1 � � 1 -BA1�'' 1 1 I I 1 -BAY ' 1 9-BAY I 1 1\ 1 1 1 I 1 1 1 r it I A` \ BAY' 1 1 1 GARAGIE ' ' G A,P\\A G►E ' 2 G/� AGE '1 \ 1�1/ 1 1 I 1 1 ��O 1 1 19 -1/520-1 1 1 1 1 E' I 1 1 19 -1c20-1 1 1 1 1 19 -1 x20-1 1 I A R `G I 1 1 ,�' \�� 1 1 1 I 19`=1" X 2T,2 I I II I TRASH II TRASH I I II 1 it 1� 1 1 1 � ` 1 1 1 r `` 1 � 1 ,/1 1�� 1 �I I L - - - JI / \ / \ / L - - - J 1 / 1 1 \ 1 1 1 1 1 1� 1 1 / 1 1 \ 1 r - - - �I /4 1\\ / \ I \ it - - - � I II A 1 1 1\ 1/ 1 1 \ IRECYCL ' 1 1 1 1 `� ''1 1 1 1`\ ,'' 1 1 1 1 ``\ ,' 1 / 1 1 `� RECYCLEI / I II ,� 1 1 1 1 `� ,� 1 1 1 1 `\ , 1 1 1 1 ,� 1 1 1 1 `� II 1 L - - - JI /� 11 11 �� ,� 11 11 `\ ,� 11 11 `� .� 11 11 �� IL — — — J r - - - ,I , r r , r r \ i r r r r Ir - - - � ICOMPO$T CIOMPOSTII \ L - - - L - ----- - - ------- ----- i - - ---7r- Tr-.� _ .� r - -Ir - - - 1r - - - 1 ° � � B I IIRECYCLEI 1 z I 1 11RECYCLEI 1 � ° W/H I TRASH 11 1CrOMPO8 W/H z i i TRASH i i CO MPOSTI 0 0 1 11 II I J I O � L - - - J L - - - J L - - - J L - - - J L - - - J L - - - J O n — — — r — — — n I iII W/D i I I I _ i W/D iI] u - - - J I II — — — I L — — — u- - - Ll O - - - - I - II L -� - J - - - - - - O - - - - - - "' SLEEP NG - - - - - - - - �i _ _ _ - _ _ _ _ - - - - SLEEPING 11 '-4' x 10'-0" - - - - - - - - I - - - - / _ _ - - - - 11 '- " x 10'-0" — I MULTI-GEN SUIT ULTI-GEN SUITE WORK SPACE. EDR OM L VING O UP 12' 0" x 131811 L _ _ _ _ 11 '- " x 11 '-4'' UP � LIVING 0 I CD 12'-1" x 7-8" r> UP O I I U P o `y) 12'-1" x 7'- o II o Ll V a 3050S H "' I I "' 3050S H b CD o I 1 0 oy rt RIEF, PORCH o 2650FX r n O PORCH IR�F II I 2650S H 11 � � Iu _ I_ J P R H PORCH II 3050 S H 3050 S H -Ili - - - - - - - - - - ll - - - - - - - - - - - 3050SH 3050S11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -— 26-0SH I I - 3050CH -JC14 J A/C A/C A/C A/C UNIT FOUR UNIT TWO UNIT THREE UNIT R FIRST FLOOR 1 /4'' = 1 '-0'' wood ley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A-42 group, inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - - - - - - - - - - - - I 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 3050SH 3050SH moor- L - - .(�4 `- - - - J L - - - - - - - - - J 00 00 i 00 _ _ KITCHEN - - - KITCHEN I KITCHEN KITCHEN o 7 —4— 0 In , n — — � I , r — — n , Lo o Dye/ o o IIRE� 1 FA-NTRT NIN ,�� l O D ° ° I DYV I PANIU PANTRY Io o I DYV o` ° ° II II I I ° ° � i � � 1EF11 ° ° �'` - - A 11 II p I - - � - - - - 1 11 I - - - - - - - - - - - NO L - — J - - - - o I 1 11 - - - - - - - - - - - - - L — — L O 1 - - - - I I I I II - - - - I CD O� I ° o I I REF II I O DYV CD I I I 1 O o - - - - IIREO 1 - - - - I o `o DINING " - '- J DINING "' = 15'-T x l l '-0" U P P NTR U P U P 15'-T x l l '-0'' _ ININ o 0 1 '-9'' x 13' 0 00 F ol ° o o L0 CD o DN DN GREAT R O DN rl DN G, KEAI 'ROO,M13-10" x 19'- '' REAT' ROU\A 17'-10" K 15-9" 17'-10" x 15-9" EAT ROOM 15-T x 13-4" o o - - - - - - - UP - - - - - - - 808OS G D 808OS G D 808OS G D FLEX/ - - - - SGD FLEX/ BALCONY o OFFICE BALCONY :] OFFICE L. o BALCONY 0 9'-1" x 7'-3" 1 1 '-7" x 7'-2" 7A7ONY9'-1" x 7'-3" o i 12'-1" x 7'-10" N N 12'-1" x 7'-10" 3010FX 3010FX 2040FX 2040FXx 5'-10" 3040FX 3040FX 2040FX I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT FOUR SECOND FLOOR 1/4" = 1 '-0'' • woodley architectural group.,05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A-43inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050SL 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 2O50FX 2050FX 2050SH 2O50SH r E(S) DNmum DN IF BEDR00103 -BEDROOM 2 171 3050FX DIN BEDROOM3 11 '-5" x 10'-1" 10'-1" x 10' 1" Lo BEDROOM 11 '-5" x 10'-1" CD LY1 1 '-9" x 2'-0" o I I o 0 (� ; Z - - ZI 0 0 w w IZ ZI L7� r- - - I = � I I _ ° BEDROO _ _ ° O Go. I I W I 1 '-0" x 10'-1" ° � 1 W � I ° ° I - I SFACKED __ F-, 7X- Q QOO r - 0 0 BEDR0010 2 I tiVQ K Eu� - 0 23'-8" H N G B E R O O 2 0 o _ - - -1 3 8 HN LI EN i- - - � _ o 10 2 x 10 1 � T � 10 2 x 10 1 x DN i 0 0 U- 16-1" HNG ° 16'-l" HNG LL o I I o Lo CN o wil I I _ _ _ Ll o I o PRIMARY SUITE O I O PRIMARY SUITE I I 13'-9" x 13'-2'' 13-9" x 13'-2" WN LINEN PRIMARY Sul RIMARY SUIT -0 1 1 '-7" x l l '-6" 12' 1" x 15'-4" C0 0 \,\ 9 o9 \ / o A- o °U-) 2j EIJ ° o DEEP SILL GQv 3010FX 3010FX 4020FX DEEP SILL 3040FX 3040FX 3050SH 3050SH 3050SH 3050SH 3050SH 3050FX 3050FX 3050SH 3050SH 3650SH UNIT FOUR UNIT TWO UNIT THREE UNIT FOUR THIRD FLOOR 1/4" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A-44 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. N N r - I I I I I I I I I I L - - - - - J I I I I I I I I I I I 4:12 ; I I 4:12 4:12 I I I I N_ N 4:12 4:12 4:12 I I I I I I I I I I 4:12 N 0 I 4:12 v D ROOF PLAN 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A-45 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - -ir - - - - - - - - - - - - - - - - - I II I II I II I II I II I II I II � II I II II II II II II I II II II I II II II I II II II II II II I II II I II II II I II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II I I II II II I II II I I II II I I II II II II II I I II II II I II II II I II II II I I II II II I II II II I I I I I I II I AREA: -V2266 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" wood ley architectural 05.22.24 BUILDING PLANS 4 - UNIT ROWTOWNS ADAPTIVE SPANISH A-46 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 104'-1 1" 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 9 x ---- ---------- ---------- 9 x CLR 9 x 19 CLR 9 x 19 CLR 9 x-------------------- ------------------- - — — — — — — — — — , r — — — — — — — — — — , , r — — — — — — — — — — , r — — — — — — — — — — , , \ r — — — — — — — — — — -r r — — — — — — — — — — , / \ r — — — — — — — — — — , r — — — — — — — — — — , / r — — — — — — — — — — , r — — — — — — — — — — w w 1 \ 1 1 / 1 1 `\ I 1 i' 1 1 \ 1 1 i 1 I 1 1 1 i 1 I 1 \ 1 1 / 1 LLU �Q I 1 ` 1 1 � 1 1 `\ 1 /' 1 I 1 �\ 1 /' 1 I 1 2—B AY'' 1 1 1 1 \`�—BAY 1/' I I `.�—BAY 1 1 '\�—BA Y ,'' I 1 1\ 1 1 1 \ / 1 � 1 I 1 1 I 1 I I 1 \ / 1 � GARAGE ;214AY 1 1 1 GARANOE 1 I 1 GARA0E 1 I 1 GARAGE I ' 19' 11'x\20'-1" \` G 1 1 19' 1"rnc 20'-1" 1 ' 19'-1"mac 20'-1" 1 I 1 19'-1/'x\20'-1" 1 1 1 -/ \ 1 1 1 ( I� Q 1 1 1 - / \ 1 1 1 1 , \ 1 1 I 1 1 , \ 1 1 ,, ,,��'' `` I 1 1 � ` 1 1 I 1 I / ` 1 I I 1 1 / \ 1 1 r11 I II 1 1 ,' `\ 1 1 1 1 ,/� `\ TRASH II / \ / \ / \ / \ I / \ II TRASH I 1 � 1 I 1 1 1 1 1 1, \ 1 I I 1 1, \ 1 1 I 1 I � I 1I I L - - - L - - - J r — _ — �I 1 / 1 1 \ 1 l i 1 1 \ 1 1 / 1 1` 1 1 / 1 1` 1 I 1 / 1 1 \ 1 Ir - - - -1 I II /.t' 1 1 \�\ /.t' 1 1 \�\ IRECYCL ,/' 1 1 1 1 `\\ ,/ 1 1 1 1 `\ / 1 1 1 1 I / 1 1 1 1 I ,' 1 1 1 1 `\ kCYCLEI ,� 1 1 1 1 `� I ,� 1 1 1 1 `\ I /� 1 1 1 1 `\ II I L — — — JI 11 11 \ / 11 11 \ 11 11 ` 11 11 ` I / 11 11 ` IL — _ — J r - - - nl /,' r r `\\ ,/ r r `\ /,' r r `\\ /,' r r ` 1COMPOI T ,' `\ COMPOSTI 1 11 \ � \ / \ I /' \` II 1 L - - - J ---------------\ \\� /' \`� /-- ---------------------\AIL ---- ---- ----------------- ----- ----- ---------------- r — — — -I r — — — I r — — — ° ° W/H 1 11RECYCLEI I z I I IIRECYCLEI I z I I I IRECYCLEI 1 W/H ° ° r=�N 0 Lm i TRASH COMPO8 W/H J i i TRASH i i bMPOST W/H J i i TRASH i i COMPOST0OL - - - J L - - - J L - - - JL - - - J L - - - J L - - - JIL - - - J L - - - J L - - - JW/pI 1 - - - ° I W/D 1I� u - - - J I II \ O 0 L — — — u 11 — — — - - - 1 i \ — a — \0/ - - - - - - - - - - - II I I I - - - - - - - - - - - - - - O L - - - - - 0 O - - - - -I - I I L -\ - J - - - - - - - - O "' SLEEP NG - - - - - - - - �i ' — _ _ _ _ _ _ _ _ - - - - SLEEPING co 11 '-4' x 10'-0" - - - - - - - - 1 - - - - / - _ - _ - - - - 11 '- " x 10'-0" - - - - - - I — — - - T. — I MULTI-GEN SUIT ULTI-GEN SUITE OR S ACE 3EDROOM' 3EDROOM L VING O UP 12' 0" x13' 8" _ _ _ _ 11 '- ' x11 '-4" _ _ _ _ 11 '- " x1l '-4" UP I-F- LIVIN ( 00 12'-1" x 7'-8" ('' UP O 1 UP O UP o 12'-1'' x 7'- " �O 11 co 00 o a 3050S H Q CD "' i i 3050S H b o O R j L CDLo n O II R1EF1 PORCH 2650SH o 2650FX 2650FXL PORCH IR5F 11 co II 1 I PORCH "' PORCH 3050FX 3050FX PORCH 3050FXpq 3050FX L -1 - L1 u - - J - - - - - - - - - - 3050SH 3050SH - - - - - - - - - - - - — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — SIN 2650SH 2650SH A/C A/C A/C A/C A/C UNIT FOUR UNIT TWO UNIT THREE UNIT THREE UNIT R FIRST FLOOR 1 /4'' = 1 '-0'' NOTE #1 : SCREENED MECHANICAL EQUIPMENT AT STREET-FACING SETBACKS • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-47 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — — — — — — — — — — — — I 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 2O40SH 2O40SH 3050SH 3050SH L - - - } � - - - J L - - I - - - - - _ _ _ J I r _ J L - - } 4 X - - - J L _ _ _ _ _ _ r _ J L - - - } � - � - - J L _ - - - - - - - - - - I - � J L 00 I I I 00 I 00 I 00 _ _ KITCHEN KITCHEN KITCHEN - - - KITCHEN _ _ I _ KITCHEN CD I Lo o D�'�V n - - , �A�1TR� ' O I ' D�' /V eA.NIRY I D�' N eANIRY PA�1TR"� r- - D� CD o UO0 II I I 0 I o o I o o I I I o 0 IIRE� I NIN II � / \ � I � / \ � - - - - I EFI- - - - I I _ - - - - - - - - - - - - 00 r -I — n r -� — n - - - - I I I - _ - - - - - - - - - - - - - - - - - - - o ° o I I II - - I II CD - - Lo o I - - - I ° o I IRP,F II IRP,F ii - - - I o F — — I Dy V o I II I I I rr CD I - - - - IIREFI I - - - - I o �' DINING 'u - ' DINING "' 15'-7" x l l '-0" up( PANTRY ININQ Ln U P PININQ U P ( up 15'-7" x l l '-0" U') — Lo o 1 '-9'' x 13' " 1 '-9" x 13' " o 0 T. 0 0 1 0 L 00 0-0 .0 0 — 0. 0 0 0 o o 0 o DN DN GOEAT ROOM DN DN DN GHLAIROom" 13'-1°" x R EAT' R 0 0�\A 17-10" K 15'-9'' 17'-10'' x 15-9" EAT ROOM EATROOM 15-T x 13'-4" 15'-T x 13'-4" CIO 0 0 o o co co - - - - - - - UP - - - - - - - 8080SG D 808OS G D 808OS G D FLEX/ - - - - 808°SGD 808OSGD FLEX/ BALCONY 0 OFFICE BALCONY OFFICE o BALCONY 0 9'-1" x7'-3' 11 '-Tx7'-2" BALCONY BALCONY 9'-1" x7-3" o 2040FX 2040FX 1 1 '-7" x 5'-10" 2040FX 2040FX 1 1 '-7" x 5'-10" 2650FX 2650FX 2040FX 2040FX 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT THREE UNIT FOUR SECOND FLOOR 1/4" = 1 '-0'' • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-48 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050SL 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 4050SL 2050SH 2O50FX 2050FX 2050SH 2O50SH DN ON Lj Lj BEDR00103 EDROC)M 2 3050FX DN DN B E R 0 0 3 Lo oT 11 '-5" x 10'-V 10'-1" x 10' 1" BEDROOM BEDROOM 11 '-5' x 10'-V0 1 1 '-9" x 2'-0" 1 1 '-9" x 2'-0" o I I o L= I oIIF-� I w w IZN7 ZI I � vi M ri mm im � I ° BEDIROO 0 I - - o 7o 0 00- I W I 1 -0 x 10-1 - - � - - � I W 1 ° o x\ I I SITACKEp SITACKEp I I `X' _ W/°__ I 0 W/°__ C — — — 7 C — — — QOO QOO o r - - - n ° 11111uy - - - � I I' L11rD BE DOO2 ISTACKEI o DR I D I ��Q _ ,_ 23'-8" HNG 23'-8" HNG I BE ROO 2 Lo o ,_ 3 8 H N ,_ o 10 2 x 10 1 _ _� LI EN LI EN _ 10 2 x 10 1 :\/x LZ� DN o o O 0 O 0 O 16'-1" HNG 16'-1" HNG o I �� I o Oolio olro o - - - ° ° i ° ° I 00 II � I I II PRIMARY SUITE I I 0 0 I I PRIMARY SUITE I I °�ol 000 Ll LINEN PRIMARY Sul �� RIMARY SUIT RIM RY SUIT�— o °) 1 1 '-T x 1 1 '-6" 12' 1" x 15'-4'' 12' 1" x 15-4" 0-0 o o LLo 0 ° 0 0 0 N DEEP SILL ° 2650FX 2650FX 2020FX 2020FX 2020FX 2020FX Goo DEEP SILL N 3050SH 3050SH 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3050SH 3050FX 3050FX 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT THREE UNIT FOUR THIRD FLOOR 1 /4'' = 1 '-0'' • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-49 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — n N N r — I I I I I I I I I I I I I � I 4:12 I I 4:12 4:12 I I I I r � I I I N N I I I 1 4:12 4:12 1 I� _I I I ` 4:12 J I 0 I I I I I I I I I I I I I N L - - - - - - - - J L - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - J ROOF PLAN 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-50 group.. inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - , - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - ir - - - - - - - - - - - - - - - - - I II I II II I I II I II II I I II I II II I I II � II II I I II II II II I I II II II II I I II II II II I I II II II II I I II II II II I I II II II II I I II II II I I II II II II I I II II II II I I II II II II I II II II II � II II II II I I II II II II I I II II II I I II II II II I I II II II II I I II II II II I I II II II II I I II II II II I L II II II II I II II II I II II II II I I II II II II I I II II II II I I II II II II I I II II0000II II I II II II II I I II II II II I I II II II II I I II II II II I I I I I I I I II I L - - - - - - - - - - - - - - - - J L - - - - - - - - J L - - - - - - - - AREA: -3084 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE CRAFTSMAN A-51 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 104'-1 1" 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 16080 GARAGE DOOR 9 x 9 x 19 CLR 9 x 19 CLR 9 X------------------ --_ ----------- ----- ----------- ---------��I 9 x 19 CLR �, / --------------------------------------- -------------------- r - - - - - - - - - - , r — — — — — — — — — — , , ----r-- -- --r---r— -- ---r---- \ r — — — — — — — — — — n r — — — — — — — — — — , / \ r - - - - - - - - - - n , r - - - - - - - - - - n r - - - - - - - - - - -7 , LU w 1 \\ 1 1 // 1 1 �� I 1 // I 1 \\ 1 1 // 1 1 �� I 1 /' I 1 \ 1 1 / 1 LLU �Q I 1 �\ 2 /� 1 I 1 ` 1`�-BAY 1 1 \\�-BAY ,'' I �1� GAR A/0 ; \ \BAY' 'II I G\ARAO\E � G\ARA07E � GA,RA'O,E I11 / I I 1 / 19' 1�'x\20'-1" 19'-1"rnc 20'-1" 19'-1"mac 20'-1" I 19'-1/'x\20'-1" I 1 -/ \ I 1 1 0ARAG� 1 I 1 , \ I I I 1 1 , \ 1 1 I 1 1 , � 1 1 I 19"=1" x 23`,2" I TRASH II 1 I�,' \1 I I 1 // \\ I 1 1 1 �/' \\\ �/' \\\ I�,/ II TRASH 1 1 1 I 1 1 , , 1 1 1 I, , 1 I 1 1, , 1 1 I 1 I I I I 1 /1 1� 1 1 1, `\1 1 1 ,I \` 1 1 ,1 `l 1 I 1 /4 1\\ 1 1 1 I r — — — �I 1 / 1 1 \ 1 1 7 t` 1 1 / 1 1\ 1 1 / 1 1\ 1 I 1 / 1 1 \ 1 Ir - - - � 1 II1/'I 1\\I .t' 1 1 \� .t' I 1 \� 1RECYCL ' 1 1 1 1 ` /'1 1 1 1\\ /' 1 1 1 1 \\ /' 1 1 1 1\\ j ,� 1 I 1 1 \ kCYCLEI I II ,/' 1 1 1 1 \`\ ,� 1 1 1 1 `, ,� 1 1 1 1 `\ ,� 1 1 1 1 `, I /� 1 1 1 1 \`\ II I L - - - JI /� 11 11 /� 11 11 `� // 11 11 `\ ,� 11 11 `� I / 11 11 \ IL — _ - J r - - - 7I , r r \ , r r , / r r I ICOMPC�T ,' `, /' \\ /' \\ /' `\ I ,' `, COMPOSTI \� // \\ I // \\ L - - - J ---------------\� \ / \ I / \ I ------ L - - - J \ ----- ----- ----------------- ----- ----- ----------------- ----------------------T --7r- Tr- r - - - 7 r - - - 7 r - - - 7 r - - - 7 r - - - 7 r - - - 7 ° 0 � W/H I I IRECYCLEI I z l I I IRECYCLEI I z l I I IRECYCLEI I W/H � �-� ° � �N 0Up U W/H 1 TRASH I I ICOMPO W/H J i i TRASH i i bMPOSTi W/H J i i TRASH i i bMPOS1i O L - - - J L - - - J L - - - J L - - - J L - - - J L - - - J I L - - - J L - - - J L - - - J O v \ I �lI W/D i I 1 - - - ° I W/D II� I I I II , O 0 I I Ll - - - J I I \ L - - - - - — — — — - - - - - O L - - - - - � O SLEEP NG - - - - - - - - �i _ _ _ ' - _ _ _ _ _ _ _ _ - - - - SLEEPING co 1 1 '-4' x 10'-0" - - - - - - - - 1 - - - - / - _ - _ - - - - 11 '- " x 10'-0" - - - - - - 1 — — - - - I MULTI-GEN SUIT ULTI-GEN SUITE OR S AC E3EDR00M3EDR00M L VING rn UP 12' 0" x 13' 8'f _ _ _ _ 11 '- '' x 11 '-4" _ _ _ _ 11 '- " x 11 '-4" UP rn LIVING 0 12'-1" x7'-8" r- ('' UP O 1 � UP O UP O co 12'-1" x7'- " 0 11 C00 o a 3050S H CD "' i i 3050S H b o O n — — � CD —cy) r — — n CD II R1EFI PORCH 2650SH o 2650FX 2650FX PORCH IR�F II � u — �' I I 1— JI P O R C H "' PORCH 3050 S H 3050 S H PORCH 3050 S H 3050 S H L —I — LI — — — — — — — — — — — — — — — — — — — — - L 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3O�n�H 2650SH 2650SH I - - - - - - - - - - 3.050SH , cv - - - - - - - - - - - - - J L - - - - - - - - - - - - - - J A/C A/C A/C A/C A/C UNIT FOUR UNIT TWO UNIT THREE UNIT THREE UNIT R FIRST FLOOR 1 /4'' = 1 '-0'' • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A-52 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - - - - - - - - - - - - I 3050SH 3050SH 3050SH 3050SH I 3050SH 2O40SH 2O40SH 2O40SH 2O40SH 3050SH 3050SH I L - - - } � - - - J L - - I - - - - - _ _ _ J I r _ J L - - - } 4 X - - - J L _ _ _ _ _ _ r _ J L - - - } - - - J L _ _ _ _ _ _ - I - - J L 00 I I I 00 , 0 0 I 00 I I I I I _ _ KITCHEN KITCHEN KITCHEN - - - KITCHEN I KITCHEN CD \ / I \ / r - - n \ / Ln o D�\w n - - , FA-NTR YO I I Dy V P-A.NI U Dy V P-A.NI U FA-N 7RY Dy V o 0 o II I I O I o o I o o I I II o 0 IIRE� I - - - - NINII I I � / \ � IIEFII °I _ - - - - - - - - - - - - II I I - - - - '-1" X 16'- I 00 r -� — n r -j - n - - - - I I II - 2 - - - - - - - - - - - - - - - - - - - ii o ° o I I II - - I II 0 - - Lo cy) o I - - - I ° o I IROF II IRUF i; - - - I o� F - - I L - -L Dye Y I I CD I I I I I I rr CD I - - - - IIREO I - - - - I o �' DINING 'u - I- � DINING 15'-7" x l l '-0" UP() P NTR ININ U P I N I NQ U P )up 15'-7" x l l '-0" ID1 Lr) I I —Lj Lr) o� 0 1 '-9'' x 13' 1 '-9" x 13' oM 0 777 ol 0 1 0 1 o 0 Lo Ln o� DN DN DN GREAT ROOM )DIN 0 DN GHLAIROOM 13'-10" x 19'- " _GREAT' ROO�\A 17-10" K 15'-9" 17'-10" 15'-9" R. EATROOM EATROOM 15-7" x 13'-4" 15'-T x 13'-4" 0 0 o o - - - - - - - UP - - - - - - - I 808OSGD 808OSGD 808OSGD , FLEX/ — — — — 808OSGD 808OSGD FLEX/ BALCONY o OFFICE BALCONY :] OFFICE o BALCONY o 9'-1" x 7'-3" 1 1 '-7" x 7'-2" BALCONY BALCONY9'-1" x 7'-311 o I i 12'-1" x T-10'' N N 12'-1'' x 7'-10" i 3010FX 3010FX 2040FX 2040FX 1 1 '-7" x 5'-10" 2040FX 2040FX 1 1 '-7" x 5'-10" , 3040FX 3040FX 2040FX 2040FX I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT THREE UNIT FOUR SECOND FLOOR 1/4" = 1 '-0'' • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A-53 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050SL 2050SH 2O50SH 2O50FX 2050FX 4050SL 2050SH 4050SL 2050SH 2O50FX 2050FX 2050SH 2O50SH :4 - - - - - - - - - -------- DN DIN Lj L=j BEE) ROO103 —BEDROOM 2 3050FX DN DN BEDROOtA3CIO 11 '-5" x 10'-1" 10'-1" x 10' 1" BEDROOM BEDROOM 11 '-5" x 10'-1" Lo CD 1 1 '-9" x 2'-O 1 1 '-9" x 2'-O L_Y L_Yj o I I o 0 ; Z - - - - Z ; 0 0 w w IZ zI UNI in I Inky ink I I ° BEDIROO -I MAU Go- I W I 1 -0 x 10-100 - - � GO � - - -4 I W 1 ° o SITACKEp SITACKEp I 1 . . 0 _ _ _ _ _ _ W/ W/ ---7 1w C — — — 7 Q0 . Qo O ° = CO ° r — — — n I UN I :ro 7 C - - - 7 STAC 0 BEE) ROOtvA 2 I D I �y�Q vmm �� K EI I 23'-8" HNG 23'-8" HNG I D 1 BEDROOM 2 0 o 3 8 HN _ o 10-2 x 10 1 _ _ J LI EN LI EN __ 10 2 x 10 1 NT x 777 DN i ° ° O 0 O 0 O 1 16'-l" HNG 16'-1" HNG 1 o I I o Oolio °lro o - - - ° ° i ° /N I II � I I II PRIMARY SUITE I I 0 0 I I PRIMARY SUITE I I 13'-9" x 13'-2" °�01 °�o� 13'-9" x 13'-2" LINEN PRIMARY Sul RIMARY SUIT —- I I X RIMAIRY SUIT .-- °�°) 1 1 '-T x 1 1 '-6" 1211 x 15'-4" 1211 x 15'-4" C�° o o Lo Lo 0 0 0 0 N DEEP SILL .0 3010FX 3010FX 4020FX 4020FX DEEP SILL N 3040FX 3040FX 3050SH 3050SH 3050SH 3050SH 3050SH 3050FX 3050FX 3050SH 3050SH 3050SH 3050SH 3050SH UNIT FOUR UNIT TWO UNIT THREE UNIT THREE UNIT FOUR THIRD FLOOR 1 /4'' = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A-54 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. N N r - I I I I I - - - - - J I I I I I I I I I I � I 4:12 I I I I I I N_ N 4:12 4:12 4:12 I I I I I I I I I I 4:12 I N 0 I 1 4:12 - 1 _ N _ _ _ _ _ � 1 ROOF PLAN 1/8" = 1 '-0" • woodley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A-55 group., inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ir — — — — — — — — — — — — — — — — — I II I II I II I II I I II I II I I II II II I I II II II I I II II II I I II II II I I II II II I II II II I I II II I II II II I I II II II I I II II II II II II II �� 1111111AII II II II II II II II II II II II II II II II II II II II II I I II II II I I II II I I I II II I I I II II II I I II II I I olII I II II II I I II II II I I II II II I I II II II I I - - — — — — — — — — - - - - - II I I I I I I I I II I AREA: -V2892 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" wood ley architectural 05.22.24 BUILDING PLANS 5 - UNIT ROWTOWNS ADAPTIVE SPANISH A-56 rou inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. _ _ ° ° ° ° ---------------------------------------� DN i i I ° ° I W/H I I \\ li W I i H DN / CD i i 10'-5'' H G oD oD �,S+i-+ III DI I k-n I SHELVES - - - - I IXi - - � I GRDJ RO N IRECYCDE I -�_ _ _ ,� I 10 I ° Io 1 L - - - I \\ /� I I I O O ° -9 ON M ' \BAY,/'' - - - ui - - -j I (-) I COMPOST I , I Q GARAGE < II o _ - , 0 I INEN o � _IRE F;,I KITCHEN i 20�a'' x20`�9� _ _ _ - - i i 0 C\I _ _ 00 PRIMARY SUI �P - - - /-71 x 11 '-9" I NIN (. —�BED DD Ln BALCONY I , \ F. ° 1 -0" x 10'-1" x I -9" x l l '- O fl o I 9'-0'' x 7'-0" I x V O O ° u'O --------------------------------------- PANTYLj d'p 2040SH 3050SH 3050SH 2O40SH 2650SH 2650SH 3050SH L - - - - - - - - - - - - - - - - - - - - - - J 3050SH 3050SH 3050SH 3050SH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT ONE 1/4" = 1 '-O LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 98 SQ. FT. GARAGE 476 SQ. FT. SECOND FLOOR 546 SQ. FT. BALCONY 63 SQ. FT. THIRD FLOOR 560 SQ. FT. TOTAL LIVING 1204 SQ. FT. TOTAL NON-LIVABLE 539 SQ. FT. woodley a rchitectural J p 05.22.24 UNIT ONE ADAPTIVE CRAFTSMAN A-57 rou Inc - PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050SL — — — — — — — — — — _ 3050SH 3050SH 3050SH 16080 GARAGE DOOR i 9 x CLR ---------- -- ------------ - - - - - - - - - - 1 — - - - - - - KITCHEN- 3050FXEDRO M 2 10'-1" x 10' 1'' =:r� NINq ° i'��7 L ' -1" x 16- 1 0 3 2 :��4Y 1 Ffod BEDIROO 1�REp , _ _ , 1 '-0" x 10'-1" PANTRY v v `\ / / O ' o , r — — — n 1 �RECYCLEI 1RECYCLE� ' I TRASH I i 1(tOMP05 I TRASH 11 ICOMP08 STACKEi[� W/H 11 I " O L - - - J L - - - J L - - - J L - - - J L - - - J L - - - J 3-8 H N II - - - ° O 0 - 0 )DIN I I I I O DIN , . i GREA�T ROOM ' - - - - - - II I 0 L 1I L I I LINEN UP � � \NORK S AQE 3EDR100M PRIMARY SUIT 8080S G D 11 12' 0" x 13' 8" 1 1 '- " x 14'-8" I � 1 1 '-7" x 1 1 '-6" UP UP BALCONY 0 ; ; i00 1 1 '-7" x 7-2" 11 co 2650FX 2650FX 2650FX 2650FX 2650SH 0 2650SH PORCH "' PORCH - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3050FX 3050FX 2650SH 2650SH 3050SH 2650SH 2650SH THIRD FLOOR SECOND FLOOR FIRST FLOOR A/C OPTIONAL BEDROOM 4 UNIT TWO LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 392 SQ. FT. GARAGE & PORCH 475 SQ. FT. SECOND FLOOR 761 SQ. FT. BALCONY 95 SQ. FT. THIRD FLOOR 744 SQ. FT. TOTAL LIVING 1897 SQ. FT. TOTAL NON-LIVABLE 570 SQ. FT. wood ley a rchitectural 05.22.24 UNIT TWO ADAPTIVE CRAFTSMAN A-58 rou Inc _m - J p- PA N - 1 2 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA Canalifornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050S L 2050S H 2040S H 2040S H 16080 GARAGE DOOR L _ _ _ } � � _ _ _ J 9x 19 CLR \, I I 1 1 1 KITCHEN ' DN BEDROOM 2, ' - I 1 1 '-9'' x 2'-0" i D� I eANIRY , I I k - - ,, 1 � 2-13AY�V// r — n 1 \ 1 I I 11 - - - - - - - - - REF GAIRAOE 19'-1420'-1" 1 1 - - I SiTAC K E p DININ U 0 VI✓/D 1 / \ I / \ 1 o r — — — -I r — — — -I r — — — n I r — — — -i r — — — -i r — — — z l 1 11RECYCLEI 1 z l 1 11RECYCLEI 1 W/H Z i i TRASH i i �OMPOV W/H Z i i TRASH I I COMPOST ° O7TT J I L - - - J L - - - J L - - - J J I L - - - J L - - - J _ J1 23'-8'' H N G LI EN —DN 0 I i 1 I O o _ o I I I I I 0 — 0.0 R. EAT DO M - - - - _ - - - - -_-_ _- - - - - - - 15'-7" x 13'-4'' I I ACCESSIBLE BATH 3EDROOM RIM RY SUIT '- - - - - _ _ _ _ 11 '- " x11 '-4'' 12' 1" x 15'-4'' 808OS G D U P N7. 00 CD BALCONY 2020FX 2020FX 2040FX 2040FX 1 1 '-7" x 5'-10" 2650FX 2040FX PORCH 3050FX 3050FX - - - - - - - - - - - - 3050SH 3050SH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT THREE 1/4" = 1 '-0" LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 403 SQ. FT. GARAGE & PORCH 455 SQ. FT. SECOND FLOOR 711 SQ. FT. BALCONY 77 SQ. FT. THIRD FLOOR 819 SQ. FT. TOTAL LIVING 1933 SQ. FT. TOTAL NON-LIVABLE 532 SQ. FT. wood ley architectural J p- 05.22.24 UNIT THREE ADAPTIVE CRAFTSMAN A-59 rou Inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 2050SH 2O50SH 2O50FX 2050FX 3050SH 3050SH 16080 GARAGE DOOR T - _ KITCHEN ' - - - - 1 0 BEDR0010 3 p O� rr - - , - �° w 11 -5 x10-1 O I � I o o II I I �� w (y) I D � I� II R E� I P-A-NTR7 1 \ - - - I \` /2—BAY// II I - - - - - - - - - - - - - - - - cIO lu _ _ � 1 o ° GAR A/ /GE cy) 0 191-1/11/5�201-1111 1 1 o _ _ I 0 I I LzLI I I TRASH II z 0 I liLo L - - - J 0 - - - - r - - - -1i cy) DINING IRECYCL ° I W I = 15'-7" x l l '-0'' UP I r -_ - � o i - - - il i ' I I I `r) ICOMPOI$T O I III' L - - - JIG -__ ____________�I 0 0 ° V) I oo-O 0 BEDROONA2 I D - 10'-2" x 10'-1„ L - - � I �II W/D L _ _ _ J o cn DN I I I u - _ - J O - I �jFE GKEAl -ROOM CD 17'-10'' < 15'-9" o — — — — 16'-1" HNG "' SLEEP NG o I Lo - - - - 0 1 1 '-4" x ° 0 I I 0 � MULTI-GEN SUIT PRIMARY SUITE I I � 13'-9" x 13'-2" will -_ -_ -_ -_ -_ -_ -_ 8080S G D FLEX/ L VING UP x ° x OFFICEr: 0 -0 12'-1" x7'-8" M0 BALCONY oa Ln � N 3050SH 0 12'-1" x 7'-10" o 9 -1 x 7-3 0 N Lo DEEP SILL °� oM 11 RIEFI PORCH r4lII I I 3050SH 3050SH u _ _ J 3050SH 3050SH 3050SH 3050SH A/C THIRD FLOOR SECOND FLOOR IRST FLOOR UNIT FOUR LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 478 SQ. FT. GARAGE & PORCH 506 SQ. FT. SECOND FLOOR 831 SQ. FT. BALCONY 94 SQ. FT. THIRD FLOOR 892 SQ. FT. TOTAL LIVING 2201 SQ. FT. TOTAL NON-LIVABLE 600 SQ. FT. wood ley architectural J p- 05.22.24 UNIT FOUR ADAPTIVE CRAFTSMAN A-60 rou Inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. O O O O O _ W_ lI� �I W-/-HDN ILL X DN o CD D ' 10-5 H SHELVES 0 Dew\ IG' RDJ - I E-E - \ ,\ ' 1;IIlIi ILL V) J _ _ _ _L _ E O LN � B A Y COMP06T ILL CD GARAGE oINEN 20'-J" x 20`-\9'' o IREFii KITCHEN � I I CDN _ o L PRIMARY SUI 3050SH 11 _0" x 11 -91 UPBEDIROO N I N CIO� BALCONY UI� 1 '-0x 10-1 0° -9x 11 - 0oX 09'-0'' x 7-0'' f PA O� CD IIIII i �p I 2040FX 2040FX - - - - - - - - - - - - - - - - - - - - 3050SH 3050SH 3050FX 3050FX I 3050FX L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 3050SH 3050SH 3050SH 3050SH ARCHED ARCHED A/C RCHED THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT ONE 1 /4'' = 1 '-0" LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 98 SQ. FT. GARAGE 476 SQ. FT. SECOND FLOOR 546 SQ. FT. BALCONY 63 SQ. FT. THIRD FLOOR 560 SQ. FT. TOTAL LIVING 1204 SQ. FT. TOTAL NON-LIVABLE 539 SQ. FT. wood ley a rchitectural 05.22.24 UNIT ONE ADAPTIVE SPANISH A-61rou Inc J p- PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA Canalifornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050SL - - - - - - - - _ 3050SH 3050SH 3050SH lh 16080 GARAGE DOOR t7 9 x 19 CLR KITCHEN- 3050FXEDRO M 2 7 1 r - __ I 10'-1" X10.1 " ::q; NINit ODL U-U'-1 x 16'- 0 1 1 � B I 1 6/ ARA/ Gt o I _ 1 Dy GV I 1�l'=1" x 23'`�" I O I1 I I , BEDIR006 11REIi 1 1 , _ _ J 1/ 1 1 .1 /'i I 1 1\ 1 '-0" x 10'-1" PANTRY '' / / O r - - - n I I IRECYCLEI I I I IRECYCLEI I I' o I TRASH I I IComID05 I TRASH I I 1(tompO8 STACKEII� W/H I I I I I I W/H I I I I I I II; L _ - - JL — — — JL — - - J L — — — JL — — — JL - - - J ' To 3-8 H N o o 0 0 DIN iX� DN GREAT ROO I L \ — J Q. o oUo — — — — I I LINEN UPWO R SPACE3EDR00M PRIMARY SUI 8080S G D ; 12' 0" x 13' 8" 11 '- " x 14'-8" 1 1 '-7" x 1 l '-6" UP I I UP BALCONY � " co 1 1 '-7" x 7'-2" � " o romooc) 3010FX 3010FX 3010FX 3010FX 2650SH 2650SH 3040FX 3040FX 3040FX 3040FX PORCH PORCH - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3050FX 3050FX 2650SH 2650SH 3050SH 2650SH 2650SH THIRD FLOOR SECOND FLOOR FIRST FLOOR A/C OPTIONAL BEDROOM 4 UNIT TWO 1/4'' LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 392 SQ. FT. GARAGE & PORCH 475 SQ. FT. SECOND FLOOR 761 SQ. FT. BALCONY 95 SQ. FT. THIRD FLOOR 744 SQ. FT. to If TOTAL LIVING 1897 SQ. FT. TOTAL NON-LIVABLE 570 SQ. FT. wood ley 05.22.24 UNIT TWO ADAPTIVE SPANISH A-62 architecturalrou group, Inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA Calif anornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 4050S L 2050S H 2040S H 2040S H 16080 GARAGE DOOR // 9x19CLR r _ _j L _ _D_ -A L- - - - - _ _ - ------ ----------r � Iloo I KITCHEN ' DN I BEDROOM 2, - - 1 1 '-9'' x 2'-0" I I DY V I RANIU k A r —� — n 2—BAY \// 1 I - - GA,RAO\E REF \ / I I - - -4 SITACKEp DININ UP /''' Irl '► \\\\ 0 w/D - / \ I \ I z i I IIRECYCLEI I z i I IIRECYCLEI I W/H Z i i TRASH i i COMPOV W/H z_ i TRASH i i cbMPOS1 L - - - J L - - - J L - - - J J I6j L - - 23'-8'' H N G - J L - - - J L - - - J LI EN - -° I fi O ° 0 0 - - 0IV\ II I �.� EAT R.00M - - - - _ - - - - -_- - - EE: - - -3EDR00M - - I I ACCESSIBLE BATH RIM RY SUIT - - - - _ _ _ _ _ 1 'L\ 1 - '' x 1l '-4" 1211 x 15'-4'' 808OSGD lJP o BALCONY 1 1 '-7" x 5'-10" 4020FX 2040FX 2040FX 2650FX 2040FX PORCH 3050 S H 3050 S H 3050SH 3050SH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT THREE 1/4'' = 1 '-0" LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 403 SQ. FT. GARAGE & PORCH 455 SQ. FT. SECOND FLOOR 711 SQ. FT. BALCONY 77 SQ. FT. THIRD FLOOR 819 SQ. FT. TOTAL LIVING 1933 SQ. FT. TOTAL NON-LIVABLE 532 SQ. FT. wood ley architectural 05.22.24 UNIT THREE ADAPTIVE SPANISH A-63 J p rou - Inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 2050SH 2O50SH 2O50FX 2050FX 3050SH 3050SH 16080 GARAGE DOOR I 9x KITCHEN - - - - , 0 Lr) BEDROOM3 - - fl� '1 \ 0 LU 11 -5 x10-1 o I DY\W I o 0O II I I PA-NTR7 �� I-__ I , `� I`-�� IIRE� I ,� - - A 1 1 1 - - - - - - - - - - - - II 1 1 - - - - 1 \� 12-BAY�l�/ 1 0 1u _ I- � - - - - p Z 1 o - - - - �� GAIR A'GIE 1 w I I TRASH I Iz OU-) I L o - - DINING I '� ► ' �, 1 - - -4 IRECYCL ° I W I = 15-7" x l l '-0'' up( I I p L - - - JI �' i -_ - � o i - - - il / Lj``' ICOMPOI T ° O 17-T J_ L - - - JIG ° (n00 �m � W/H V) I 0 BEDROONA 2 1 D 1 'T 10'-2' x 10'-1„ �i - - - L - - - J Lo I �II W/D CD I I 1 DN G, KEAlROO- MV'R 0 17'-10'' < 15-9" o — — — — "' SLEEP NG 16'-1" HNG - - - - o I 0 1 1 '-4'' x 17-0'' _ vm�_ = L. YJ V) ° o I 1 o I I MULTI-GEN SUIT PRIMARY SUITE I 1 - - - - - - - 8080S G D L VING FLEX/ � UP o x � � x OFFICEr: 12'-1" x7'-8" r- MBALCONY oa Ln � N 305 Lo 0S H oN \0/ I 12'-1'' x 7'-10" oN 9 -1 x 7-3 0 _ 1 DEEP SILL °� I 11 R1EF I PORCH CD II 1 3050S H 3050SH - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - 3050S H 3050SH 3050SH 3050S H - - - - - - - - - - THIRD FLOOR SECOND FLOOR IRST FLOOR UNIT FOUR 1 /4'' = 1 '-0'' LIVABLE SPACE NON-LIVABLE SPACE FIRST FLOOR 478 SQ. FT. GARAGE & PORCH 508 SQ. FT. SECOND FLOOR 831 SQ. FT. BALCONY 92 SQ. FT. THIRD FLOOR 892 SQ. FT. TOTAL LIVING 2201 SQ. FT. TOTAL NON-LIVABLE 600 SQ. FT. wood ley architectural 05.22.24 UNIT FOUR ADAPTIVE SPANISH A-64 group, Inc PA N = 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 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EkTV01f WINDOW-:kE'G 1} +a,rhik►�45..0.,.,f7 F+1 i•r.'d-110 DCr RIDR WINDOW RK73SED •.,F•e.��.-.s MW+-.--,,-�4.i ��•.4_. � _ iw r.laFn NTr�Fki rMrt,4,;.r,�i:` dip- thp Iw"IWAC III/.hY7,Fk 1W�4 �!Y ul!YW�ii_W[d..,i4rWMB��y�: °i fIJt 4�+�GWYrlii:ly4•:�H6,49LLC O1Q f• -1=-.�rnik11)aanr-...�-o .,hn ]' Y4VyIti WDWNdl -20STWCCQI— uanG�vi..FrlF da-mll raw-. A8uf '? I L. LAP49AI W;7W-Y-5Ak-2Id-3Z:DCD1,C.V sec=ie ber+��aix._rrt.e+�on ] I r, RECESSED WINDOW NO TRIM wood ley architectural 05.22.24 D ETAI LS A-65 rou inc J p- PA Nm 12 LEWIS MANAGEMENT COMPANY LMC-2201 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. LEWIS MANAGEMENT THE RETREAT I PA-N 12 RANCHO CUCAMONGA 5 - ROOF 4595 DARK CHARCOAL STUCCO 7658 GRAY CLOUDS STUCCO II 9165 GOSSAMER VEIL SIDING I TRIM AT SIDING 7674 PEPPERCORN PANELS I FASCIA I RAILING GARAGE DOOR 7008 ALABASTER ENTRY DOOR 6237 DARK NIGHT STONE POWDER CRAFT SPLIT r MODULAR ADAPTIVE CRAFTSMAN [ SCHEME 1 THE COLORS AND IMAGES ON THIS EXHIBIT ARE FOR REFERENCE ONLY, REFER TO ACTUAL SAMPLES AD PAINT COLOR FOR ACCURATE REPRESENTATION. LEWIS MANAGEMENT THE RETREAT I PA-N 12 RANCHO CUCAMONGA ROOF 4602 CONCORD BLEND x STUCCO 7506 LOGGIA STUCCO II 9168 ELEPHANT EAR SIDING I TRIM AT SIDING 9168 ELEPHANT EAR PANELS I FASCIA RAILING I GARAGE 7645 THUNDER GRAY ENTRY DOOR 2856 FAIRFAX BROWN STONE BISON CRAFT SPLIT MODULAR ADAPTIVE CRAFTSMAN SCHEME 2 THE COLORS AND IMAGES ON THIS EXHIBIT ARE FOR REFERENCE ONLY, REFER TO ACTUAL SAMPLES A D PAINT COLOR FOR ACCURATE REPRESENTATION. LEWIS MANAGEMENT THE RETREAT I PA-N12 RANCHO CUCAMONGA ROOF SMC8401 SAN MIGUEL BLEND STUCCO 7568 NEUTRAL GROUND STUCCO II 7513 SANDERLING SIDING TRIM FACIA GARAGE 6075 GARRET GRAY ENTRY DOOR 6076 TURKISH COFFEE ADAPTIVE SPANISH SCHEME 3 THE COLORS AND IMAGES ON THIS EXHIBIT ARE FOR REFERENCE ONLY, REFER TO ACTUAL SA PLES AND PAINT COLOR FOR ACCURATE REPRESENTATION. LEWIS MANAGEMENT THE RETREAT I PA-N 12 RANCHO CUCAMONGA t ROOF SHC8709 EL MORADO BLEND STUCCO 7008 ALABASTER STUCCO II 7543 AVENUE TAN SIDING TRIM FASCIA GARAGE 6103 TEA CHEST ENTRY DOOR 7069 IRON ORE ADAPTIVE SPANISH SCHEME 4 THE COLORS AND IMAGES ON THIS EXHIBIT ARE FOR REFERENCE ONLY, REFER TO ACTUAL SA PLES AND PAINT COLOR FOR ACCURATE REPRESENTATION. PRIVATE PATIOS FRAMED BY COMMUNITY CENTER COURTYARD WALLS (TYP.) COURTYARDS (SEE ENLARGEMENTS) CORNER OPEN SPACE ' W/ LOW DECORATIVE n — SEATWALL d SYNTHETIC TURF DOG RELIEF AREA LL i ' PLANTING LEGEND BOTANICALNAME COMMONNAME SIZE TREES .4 INTERNAL STREET TREES Y C I' Cassia leptophylla Gold Medallion Tree _ SECONDARY STREET TREES/PATIO TREES r Cercis canadensis'Forest Pansy' Forest Pansy Redbud Jll Chiralpa m,hkentensis`Pink Dawn' Chim1pa Ligustrumjaponicum Privet - Arb.'s'Marina' Snawberry Trae Juniperusvirginiana'Taylor Taylor Juniper [ r--idium hybrid'Desen Mau ' Hybrid Palo Verde -- -- - --- Knulrculeria panktJem Golden Rain Tree 1 , L.1'. raia bids'Nuchce' Crape Myrtle(White) N M Trislania fen./ Brisbane Box Lophostemon confertus C SHRUBS AEave attenuara F'oxtail Aga.. ■ At''Rooikappie' Little Red Riding Hood Aloe B% ® uxusmicrophylla japonica Japanese Boxwood i 1 V Carexdivnlsa Berkeley Sedge ,J .. Chnndrope l.mtermram Cape Rush Dianella revoluh'DR6000' Little Rev Flax Lily Dianella wiaa..ie.'Sil—Streak' Silver Streak Flax Lily GreAlle.'Superb' SuperbGrevillea HesperaloeparviRora Red Yucea Ligunrum jnponira.'Texanum. Wax Leaf Privet Lippia nodiflara'KurapW Kurapia - I L....dra x Lomlon'Li—Tub' Mar Rush _ Myoporuni p...ifollum N.C.N. Ole.e...paea'Montra'P.P.6266 Little 011ie Dwarf Oli,r - 1 1 Penniserum'Fairy Tails' Fairy Tails F...W.Grass ;. Podocarpus elongatus'Monmal' Icee Blue Yellm..W-it Rhaphlolepis indiea lndian Hawthorne L � Sated,ficoides'M...r Everest' Skysenper Seneef, Stipa renuissima Mexican Feather Grass ird a' y '�' Streliziareginae BL Paraise d l L. L MAIL BOX/ El D r L� DIRECTORY - N (2) TOTAL if I I-1 r CORNER OPEN SPACE W/LOW SEAT WALL d COMMUNITY PATIO FURNITURE G �I MASTER STREETSGAPE LANDSCAPE PER SEPARATE PLAN (TYP.) CONCRETE STEPS ` � I WHEN NEEDED 20 10' V- T RESORT 2, 1 12 CONCEPTUAL LANDSCAPE MASTER PLAN 5C� --- � s L 1 50LID 42" HT. PATIO WALL Y 'A a r;p. SYNTHETIC TURF AREA FOR TRASH DAY STAGING AREA ENHANCED PAVING W/ VARIABLE WIDTH TO - CREATE OPPORTUNITIES SYNTHETIC TURF FOR SEATING b LARGE POTS _ SEATING AREA W/ INTERNAL LOOP - FOCAL FIREPLACE 6 STREET TREES BE30 r 7 ACCENT SEATWALL CANOPY THEME TREE -l-AC(TYP.) PRIVATE PATIO BEHIND 42"Fir, r . STUCCO WALL PEDESTAL 1350 0 h t I � d id' 1d RESORT 2, N-12 ENLARGEMENT L2 _� A- �. fTTP 7 f� "• PATIO TREE ACTS AS — .. ...... + SEC.O DARY STREET COMBO PATIO WILL $'r:.'.% PR C�6E�BUILARN .r A A Pnna I'B• a-To 11' SECTION A-A �- (FO1Z 6'TO 18"VERTICAL RIELA710NSFiIPB S5� , PRIVATE PATIO<PUBLIC SIVE %LK 0. T -- - o To SCRIEN WALL PRIVATE PATIOS/BUILDING FRONTAGE(NORTH,WEST&EAST PERIMETER) SEC.ONOARY STREET - — - 7RJEE IN RAISED { , - PLANTERS ALSO SERVES AS OVAL PATIO TREE FOR PRIVATE PATIO f � { � V UU U � COh PATIO WALL - +iy RAISED STUCCO PLAN7ER " `RAISED RANTER PAnp ELEVATION i8" FB" 8-i6 TO' 1 secnvly B-e MOR 2A"TO A2'V9RTILAL RELAYION5NIP9 6EfY�EN _ - F PRIVATE PATIO!PUBLIC 8108VALK7 0 - A� �� - Q ELEVATION PRIVATE PATIOS/BUILDING FRONTAGE(SOUTHERN PERIMETER) ,a d 2d r r.lc RESORT 2, 1 V—I Z ENLARGEMENTr9cALE�; - i �a i air=�i=�i�i� ■i�=�i��_ - `1111111111 Awl =� =1 1=- : 1 Ivl 1 III' �l�\\-11�f�a_O� � � • CITY OF RANCHO CUCAMONGA W FOOTHILL BLVD W FOO TH11j, BLVD j Q ARROW ROUTE CONCEPTUAL PLAN a Q Q FOR Qt- I ST. g2)1 TRACT NO. 20688 FOR CONDOMINIUM PURPOSES 4TH ST SAN BERNARDINO AVE ON-0 ��. INLAN EMPIRE era �s VALLEY BLVD 10 FREEWAY VICINITY MAP N.T S. BA5/5 OF BEARING BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET \ w a W w w w W W W w W w BETWEEN CLEVELAND AVENUE AND MlLIKEN AVENUE BEING NORTH r 89 56'41" WEST r, REC REC REC REC REC THE RESORT PARKWAY C REC �REC EC il/Bl/CSTR&TIi�BE PUBLIC/PRIVATE RESPONSIBILITY � ,� PROPOSED PUBLIC FACILITIES: • CUCAMONGA VALLEY WA TER DISTRICT 21 PROPOSED PRI VA TE FACILITIES (HOA MAINTAINED EXISTING LAND USE mp — — — — PRI VA TE STORM DRAIN, SEWER,-71 AND WA TER WITHIN ALL ALLEYS VACANT • PRIVATE STREET LIGHTS, ALLEYS/STREETS, AND PARK PROPOSED LAND USE • PRI VA TE WQMP BMP'S RESIDENTIAL/SINGLE FAM/L Y/CONDO ADJACENT LAND USE S Q �• SjOP NOTIFICATIONS NORTH: VACANT CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A T LEAST SOUTH: VACANT EAST.- VACANT > 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: WEST' VACANT o o W W W W W W W W LJ '• A FW FW FW FW FW FW F FW U� SCHOOL DISTRICT - - - - - - - - - _ ELECTRICITY & GAS: CUCAMONGA SCHOOL DISTRICT '• A. ELECTRICITY SOUTHERN CALIFORNIA EDISON.......................(800) 655-4555 LEGAL DESCRIPTION B. RANCHO CUCAMONGA MUNICIPAL UTILI TY............................(909) 919-2612 LOT 7 OF TRACT NO. 20440, IN I I C. SOUTHERN CALIFORNIA GAS - RESIDENTIAL.......................(800) 427-2200 THE CITY OF RANCHO CUCAMONGA, �� ; I D. SOUTHERN CALIFORNIA GAS - COMMERCIAL......................(800) 427-2200 COUNTY OF SAN BERNARDINO, D H STA TE OF CAL/FORNIA, AS PER o o '• MAP FILED IN BOOK XXX, PAGES ' WA TER & SEWER XX THROUGH XX OF TRACT MAPS, � � � 17U D � � � E. CUCAMONGA VALLEY WATER DISTRICT CVWD IN THE OFFICE OF THE RECORDER W Q �, ( ).....................(909) 987-2591 OF SAID COUNTY. o I I W Q F. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT.............(818) 969-7911 GEOTECHNICAL ENGINEER o V o O G. METROPOLITAN WATER DISTRICT (MWD)...............................(909) 593-7474 L OR GEO TECHNICAL GROUP, INC ' '• 6121 QUAIL VALLEY COURTH RIVERSIDE, CA 92507 CABLE TV (951) 653-1760 F, a H. TIME WARNER ADELPHIA CABLE........................................... 888 892-2253 ' 1. CHARTER COMMUNICATIONS..................................................(866) 499-8030 w W W W w w W W J. FRONTIER COMMUNICATIONS..................................................(877) 908-1288 IMPER V/OU5 AREAS IFW FW FW FW FW FW FW FW - K. REFUSE BURRTEC DISPOSAL.................................................(909) 987-3717 EXISTING IMPERVIOUS AREA: 0 SF, 0 AC PROPOSED IMPERVIOUS AREA: 179,900 SF, 2.75 A C TOTAL AREA: 146,362 SF, 3.36 AC L ® ® I LEGEND • do S '' dal I TRACT BOUNDARY & EXISTING R/W - - EARTHWORK 3 EXISTING LOT LINE RAW CUT- 150 CY RAW FILL: 3329 CY ZE EXISTING EASEMENT NET IMPORT- 2579 CY OCOA �A - — —\T — — — \T — — — - � PROPOSED SLOPE � � 2:1 MAX PROPOSED RETAINING WALL ASSESSOR'S PARCEL NO. 1118-421-07 o — o — —— PROPOSED STORM DRAIN - o ° o n �� DEVELOPER/OWNER W w �'� W W 'Fu STREET .✓ w w ��0�w w 0 0 W- PROPOSED FIRE im PROPOSED EWA ER A TER W _ _ _ _ _ sneer ro� SC RANCHO DEVELOPMENT CROP. - - _ owc4mm m CITY ` PROPOSED SEWER s 1156 N. MOUNTAIN AVENUE s s s s s s s s s s UPLAND, CA 91786 REC REC EC REC REC PROPOSED SEWER LATERAL • ENGINEER 0 — — 0 0 PROPOSED AC PA VEMENT K&A ENGINEERING, INC pFESS/p — — 357 N. SHERIDAN STREET SUITE 117Fq�qlF CORONA, CA 92878 AM/R H. FALLAHI, P.E. w No. 55534 rn m PHONE.- (951) 279-1800 sT9T Civic- BENCHMARK FOF CA0 BENCHMARK NO. A88218 DESCRIBED BY METRO WATER DISTRICT SO. CALIFORNIA 1994 (JDG) CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND HAVEN AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 47H STREET, PROCEED EASTERLY ALONG 47H STREET TO MILLIKEV AVENUE, PROCEED NORTHERLY ALONG MILL/KEN AVE TO A. T.S.F. (METROLINK) ENTRACE, PROCEED TO PASSENGER BOARDING PLATFORM, 20 FEET (6.1 M) NORTH OF NORTH CURB OF PARKING LOT, 73 FEET (22.3 M) NORTHEAST OF POWER POLE NUMBER I377470E, 7 FEET (2.1 M) EAST OF THE WEST SIDE OF PLATFORM, SET 3-1/4 MWDSC BRASS DISK STAMPED OF Cl TY PLA TFORM, APPROXIMA TEL Y 10 FEET (3.0 M) HIGHER THAN THE PARKING DESCRIPTION OF REVISION DA TE APPROVED LOT SURFACE. REFERENCE MWD FB 2002 02 001. ELEVA TION: 1128.97' NA VD 88 CITY OF RANCHO CUCAMONGA TITLE SHEET CONCEPTUAL GRADING PLAN p O TRACT 20688 QRpFESS/ON,q AAANVVVV\AM F�\� H• Fq�� DESIGN 357 N. SHERIDAN STREET RECOMMENDED C ARA, ZH 1 SUITE 117 DIAL TWO WORKING � � ? z �� CORONA CALIFORNIA 92880 BEFORE ""� DAYS BEFORE 1 No. 55534 m YOU DIG YOU DIG SCALE I"-JO' DRAWN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4380 A RA ZH OF 3 A PUBLIC SERVICE BY TOLL FREE DIAL 811 0 30 60 90 120 sT9TF OF-CAL\F°��\P CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 21912024 FILE NO. Drawing: R.�325706�Prelimincry�Conceptucl Groding�TTM 20688 (LOT 7)�706 — PLO — COP — TTM 20688 — 01.dwg Layout: 24x36 L Soved: 21912024 9:25 AM Plotted: 21912024 11:20 AM By Zachary Horwood CITYOF RANCHO CUCAMONGA W FOOTHILL BLVD Q W FOO THILk BL VD ARROW ROUTE CONCEPTUAL PLAN is z o Q P FOR m Q 6TH ST. TRACT NO. 20688 1 FORCONDOMINIUM PURPOSES 4TH ST SAN BERNARD/NO AVE INLAN EMPIRE ��a �s VALLEY BLVD f0 FREEWAY � cr THE RESORT PARKWAY VICINITY MAP o - - - - - - - - - - FIA"SR T TOM Ica®TOME CUY N.T.S. RIW RE \ I�IlBI REC d REC TC 86.74 REC -REC EC29 � REC L o LEGEND - o r T 1•`r5 T T Op U T T _ � TRACT BOUNDARY & EX R/W o _N r� o ~ ,� • EXISTING LOT LINE 77M 20440 °� h 00 oo cn ao ad ad oo co oo EXISTING EASEMENT BUILDING LOT 7 B' B' 13' g � � � �` � � 87.21 �O � ^ � � � 29 ao � � � � � a � �` - SW PARKING DRIVE VE LANE _ _ 504.40 SO 03 27 W PROPOSED SLOPE --_ ___ 2:1 MAX _ TC -�T---�---- X PROP. FENCE ' C N N C ~ C N N C PROP. r ,�, C _ - F F -o 0 0 -o PROPOSED RETAINING WALL FINISHED � � - - - - - - - - E- - F F PROPOSED STORM DRAIN GRADE X PROP. 3' WALL "' �o e�� 3.009 3 83' F.F. c� ti - , o , ,� I- PROPOSED DOMESTIC WA TER w % pp C � � � N 75.12 /NV 06 a� PROPOSED FIRE WA TER FW EX. GROUND � _ 77 co AP= 89.8 PROPOSED SEWER s co P= 1089.3 d N d a 75.30 IN 129.83' � PROPOSED AC PAVEMENT c A A A A A A A PROPOSED CUT/FILL LINE C � ~ � � F Ex. 4" sw �1p I • � c oo ao � 75.34 INVI ' 1 ' 1 ' I �� ' 1 ' 1 ' I 76.13 /NV o�� 85.08'� 7730 /NV 77.67IINV I SECTION 'A-A' r C 76.77 /NV uu uu uu u u uu IL N.LS \I� N N N N N 2.65q I*Z� ' W W W W W W W �' FW W FW W FW FWCOFW-Lj (n FW BUILDING I� � � � � v \ � �- - � ~ � BUILDING 26 �o � - - �- ~ - 4.46' 13' 13' 18' rna� rna, � � � � - rn � Q co op �o 0o N N <t � o BUILDING • Q oo N R/W o o o - 0.60� 0.60� F F sx F.F. TTM 20440 Z c , PROP. ORII/EWAY LOT 7 Opp �` ti PROP. DRIVEWAY 13' 8' 8' 10' 45.46 U PROP. 4 PROP. 6" DRIVE LANE PARKING SW PROP. C 74.47 /NV o m ROLLED CURB CONC. HEADER 73.65 /NV oS a, 73.46 IN X FINISHED " o °p °� PROP. FENCE GRADE D C p SECTION 'GC C - 45.46' co o - N TS. � I F.F. � o - -0 45.46 PROP. 2.5' WALL ; o 45.46' I M 29 o ass ss� ---- W -74.23 o � O o ~ BUILDING BUILDING EX. GROUND ~ o0 0 °� o0 00 3.25' - � Qo pIrl 3.009 N °� � N °' o N I -o�, � 2, 3, EX. 4" sw op U 10.25 4.79' o o 3.25' 73.76 /NV o N cn \ _ad n II t� F.F. zx F.F. 10.25' coo 73.77 /NV 0`b� 74.05 /NV VWj DRIVEWAY SECTION 'E E' o -4.79 0 C - I � - - 71 2.00� - N.T S. �73.93 /NV � PROP.�ONC. PROP. 6" C&G 45.29' 45.29' SECT/ON �SIIN A A A A ^ N � A A A A A A 00 ' Jod'J CO 03 ~ 73.791/NV I I I I Ir I� 74 23 /NV 1 I I I I °O °O I I I I 1 I 1 I I I BUILDING I I 75.46 IN ` '� 76.22 IN 20' C N u u uN N u N R BUILDING BUILDING IW TTiV 20440 `�' 2.75' 3' LOT 7 "� o C - W w , , N J.SOq FW w FW W F ti w FW W FW b� Fti 2Z 13 8 7 8 10 �F� o o d eft DRIVE LANE PARKING LS SW Q1 co II II °o I oo c�n ^ N C op li m0.607. 1 0� op o0 vi of ao PROP. FENCE X I 3.50q 0.607. °o °o of o0 PROP. DRI VEWA Y PROP. DRI VEWA Y PROPFINISH. PROP. CONC. HEADER PROP. 3.5' WALL x GRADE ED F.F. n C ] ") I CURB 4 ROLLED � � r-� /N� n F7 � 4.43 IN / 4 75.63 /NV SECT/ON $P v � � � � 74.83 /N� � 1 jr�l N.rs ti I � 73.14 /NV 1 1 I I I I I I I I 1 ,I 0 104.92 BUILDING EX. GROUND 3.00q 4.79' _ BUILDING Ex. 4" SW-765 h o \ P= 1088.9 P= 1089.5 3.25 3.25' 7� 1Q 00 Co \ ' N �,� � \ � � � F.F. zx F.F. SECTION F-P Q PROP. DRIVEWAY N.T.S �cS r j U, PROP. DRI VEWA Y a N PROP. CONC. HEADER 71.43 /NV o0o v - - - - _ _ - _ _ PROP. 6" C&G � �', o <" C C °0 o CN N N C " C, "� SECTION K K' N.T.S. 1.679 504.40' NO 03'27"E �O �Z o L6 O � � Al {{ 1.67q o w w w w W 'B'STREET 1.67% °p L �A W TO W c� Cl Ty DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA TITLE SHEET CONCEPTUAL GRADING PLAN p O TRACT 20688 QROFESSI DESIGN 357 N. SHERIDAN STREET RECOMMENDED ARA, ZH suirE 117 DIAL TWO WORKING � � ? z � CORONA CALIFORNIA 92880 BEFORE ""� DAYS BEFORE 1 No. 55534 YOU DIG YOU DIG SCALE: 1"=20' � DRAWN TEL. (951) 279-1800 SHEET * * A RA ZH Engineering, Inc. FAX (951) 279-4380 OF 3 TOLL FREE DIAL 811 0 20 40 60 80 �T A PUBLIC SERVICE BY 9rFOFCAQFo CHECKED R.C.E. No. 55534 DRAWING N0. UNDERGROUND SERVICE ALERT GB DATE 21912024 FILE NO. Drawing: R.�325706�Preliminary�Conceptual Groding�TTIV 20688 (LOT 7)�706 - PLN - COP - T7M 20688 - 02.dwg Layout: 24x36 L Saved: 21912024 11:46 AM Plotted. 21912024 11:52 AM By. Zachary Harwood W FOOTHILL BLVD W F00THlL BLVD j Q ARROW ROUTE W W W W C) P Q 6TH ST. g 4TH ST SAN BERNARDINO AVE o�ro, CD INLANDEMPIRE era �s VALLEY BLVD -vv vv cw W W W W OO W 10 FREEWAY THE RESORT PARKWAY PGBI/CS71WTOMDWC47W70PEON VICINITY MAP _ _ �_ EC 29 i� REC REC p C REC REC - REC N.T.S. mac, - moo_ 0.947 o0 oo, c, N rn N r\ 05 of 00 No N I� 00cf) opLo 00 LL 00 '3 O O BUILDING L2 °o co 100 2 oo °� °� R/W 2 ' BUILDING 504.40 SO 03 27 W TTM 20440 N N C � ~ JC N N C C ��/� C �� LOT7 10.11' 4' o o - - F - F - - EX. RIGHT OF WA Y/- - F - - - F \ TRACT BOUNDARY BUILDING , 10 8 8 13 L) 3.82 2.Ooq \ �"'� SW PARKING DRIVE LANE 1 4.79' -� o \ >� F.F. 23 �80.01 /NV � N G \\ PROP . 3.5q F.F. � �� d FINISHED � = 10g0.52 FF- 2 rn �0 m [ P= 1089.8 P= 1090.5 0 4.79 - 45.46' - FF-- - GRADE - '- - ?� o rn � LJ v-; 'zil C�' lll� 79.57 INV:- PROP. 4" SW 'od, N- rn I �01 EX. GROUND PROP. DRI VEW,4 Y ' I I85.08' 77 30 /NV I 1 I ' I ' I I 1 I 1 ' moo' I I 1 I 1 C � � [ EX. 4" SW 76.13 /NV 77.67 /NV �0 78.66 /NV PROP. 6" c&G 76.77 /NV [� [� [J U U 12s.08 � PROP. 6" CONC. HEADER ' ' N N N N N I [ SECTION T-B' SECTION l'l W w w w w W W I� I o • Q W FW FW� "It (a)A\ -ca Lv FW-V (n FW FW FW hQs 10 lk2 �2R L' FW nj N.T.S. v [ I morn fir\ - a, c--) N: - - I" ^ -� h - - o ^ p o I of o0 of oS °0 °o O 0i O O ao ao �o ao rn ao rn rn _o 000-0 60q �, N D.60q 0.60q =rn o c�-� BUILDING �� 171 20 73 65 INV. N' o \ [7 43 6 /NV 73.65 /NV m 73 36 /NV 45.46' » » \ TTM 2044a R o BUILDING , BUILDING b\ o 45.46' \ Q LOT 7 `D - -o - 45.46 - o rn 10 8 7 8 13 o I `� - I � � � � 0 � � • o � SW LS PARKING DRIVE LANE 2.75 PROP. FINISHED F.F. 29 O g o coo o °j Q Z GRADE 2q 1 FF o �, o o [ o 79.57 /NV W Z o of 3.25' o o� o, `�! - 3.25 !a o F.F. - --- I� o 3.25' 73.76 /NV ^ o N o 0 3.25' ,; 4.79' - ---- - J • W >? - Wu II - °o J u p 10.25 PROP. DRl IiEWA Y QL 73.76 /N V I I� rn � � � � EX. 4" SW PROP. DRIVEWAY o N 1 W 74.05 /NV 74.05 /NV 4 79' 10.25' a, O �' o EX. GROUND [ [ 1 45.46 2:1 MAX PROP. CON C. HEADER try 2.009 2.009 • SLOPE PROP. 4" ROLLEDJwlIII 79.91 /NV I wil CURB � FL-cl) !�! 3.50q [ _ SECTION 'C-C' SECTION �J' /� 76.93 N.rs l 75.46 /NV N 76.22 /NV N N � oo I o0 N. T S �� p N /� -2.60q` [ �, Q N N o BUILDING cn cry N 00 p co p 00 ff ff q fs oioi � � poj � � 00 � � (7 II II C 1 C oo �o 00 00 o 00 0.60q o� rn °- I 13' 8' 8' 10' BUILDING 3.309 . DRIVE LANE PARKING SW , TTM 20440 LOT 7 20 75.63 /NV 76.83 INV N 43 /NV 74.83 /NV 76.03 INV / �p9� "� PR P. FENCE BUILDING o o [ °j o � PROP. 00 0 80.51 /NV A , FINISHED T J I GRADE 85.08' V = • O I PROP. 1.5' WALL X F.F. 3.25 3.25' � o � � [ 2q Lf) � � 4.79 • ___ -- -- ------ P= 1089.5 P- 1090.2 co co 'o J F.F. ?2� F.F. N o 3.50q 103.5' rn to I F^ �/� EX. GROUND EX. 4" SW PROP. DRIVEWAY N N. ' r j PROP. DRI VEWA; EX. RI GH T OF WA Y/ �' N N A N TRACT BOUNDARY / �h SECTION D-D PROP. CONC. HEADER o 0 0 0 PROP. 6" C&G A , v F ��0 N.T..S. 00 504.40 N 03 27 E , N 1.78q '� O 00 a; o; ---- rn oNi ti N rn SECTION X-K' � � �� ° W W W > ; W -W W W1Ig11=IIg1 W W��81Fz1181 w �9 B STREET 1.679 1.78q �� PUBW STREET TO BE D®IG17®TO 77lf - - - - - - - - - - OTY DESCRIPTION OF REVISION DA TE CI TY APPROVED CITY OF RANCHO CUC"ONGA TITLE SHEET CONCEPTUAL GRADING PLAN p O TRACT 20688 QROFESS/0Nq AIWVVWVVVV\ �c�F H' FA�� F� DESIGN 357 N. SHERIDAN STREET RECOMMENDED ARA, ZH 1 SUITE 117 DIAL TWO WORKING ? z CORONA, CALIFORNIA 92880 BEFORE O DAYS BEFORE w No. 55534 m YOU DIG YOU DIG SCALE. 1"=20' *s P* DRAWARA ZH Engineering, Inc. FA TEL. X (951) 279-4J80 00 SHEET OF 3 TOLL FREE DIAL 811 T CM\_ �� ' A PUBLIC SERVICE BY 0 20 40 60 80 TF OF CA1_\Fa� CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 21912024 FILE NO. Drawing: R.�325706�Preliminory�Conceptuol Groding�TTM 20688 (LOT 7)�706 - PLO - COP - TTM 20688 - 03.dwg Layout: 24x36 L Saved: 21912024 9:26 AM Plotted: 21912024 11:54 AM By Zachary Harwood W FOOTHILL BLVD W FOO H/4 BLVD IN THE CITY OF RANCHO CUCAMONCA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA ARROW ROUTE W oTEN TA T1 VE TRA CT MA P TRA CT MA P 20XXX 2 o Q BEING LOT 7 OF TRACT MAP 20440, AS SHOWN ON MAP BOOK ### PAGES ## THROUGH ## INCLUSIVE, OFFICIAL Cr = Y 3 RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA. SECTION 13, TOWNSHIP 1 SOUTH, RANGE 7 WEST, SAN s W BERNARDINO BASE MERIDIAN, FOR CONDOMINIUM PURPOSES _ - - - - _ 4TH sT SAN BERNARDINO A K & A ENCINEERINC6 INC JANUARY, 2023 > w V'STREET - W - w a`04�s r T T INLAN EMPIREJ �O VALLEY BLVD BENCHMARK EXISTING LAND USE NOTIFICATIONS I 10 FREEWAY BENCHMARK NO. ABS218 VACANT I • • CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST rH sr. DESCRIBED BY METRO WATER DISTRICT SO. CALIFORNIA 1994 (JDG) PROPOSED LAND U5E 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: - - - ; VICINITY MAP CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND HAVEN 6� N89 56 33 W 202.59 she AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 4TH STREET, RESIDENTIAL/SINGLE FA MIL Y/CONDO �� 1092 N.T.S. PROCEED EASTERLY ALONG 47H STREET TO MILLIKEN AVENUE, PROCEED ADJACENT LAND USE ELECTRICITY & GAS 0�1 '� NORTHERLY ALONG MILLIKEN AVE TO A. T.S.F. (METROLINK) ENTRACE, PROCEED TO PASSENGER BOARDING PLATFORM, 20 FEET (6.1 M) NORTH NORTH. VACANT A. ELECTRICITY SOUTHERN CALIFORNIA EDISON.......................(800) 655-4555 \A g� LOT J o- I OF NORTH CURB OF PARKING LOT, 73 FEET (22.3 M) NORTHEAST OF SOUTH.• VACANT EAST. VACANT B. RANCHO CUCAMONGA MUNICIPAL UTILITY............................(909) 919-2612 e q N o LEGEND POWER POLE NUMBER 1377470E, 7 FEET (2.1 M) EAST OF THE WEST WEST VACANT C. SOUTHERN CALIFORNIA GAS - RESIDENTIAL.......................(800) 427-2200 S10P o o SIDE OF PLATFORM, SET 3-114 MWDSC BRASS DISK STAMPED OF I V 2 I TRACT BOUNDARY - - PLA TFORM, APPROXIMA TEL Y 10 FEET (3.0 M) HIGHER THAN THE PARKING SCHOOL DISTRICT D. SOUTHERN CALIFORNIA GAS - COMMERCIAL......................(800) 427-2200 I Fw I EXISTING RIGHT-OF-WA Y - - LOT SURFACE. REFERENCE MWD FB 2002 02 001. ELEVA TION: 1128.97' NA VD 88 CUCAMONGA SCHOOL DISTRICT L 1 EXISTING LOT LINE PUBLIC/PR/VATS RESPONSIBILITY LEGAL DESCR/PT/ON WA TER & SEWER � I � i EXISTING EASEMENT - - - - - - - - - E. CUCAMONGA VALLEY WATER DISTRICT (CVWD).....................(909) 987-2591 1 LOT 7 OF TRACT NO. 20440, IN THE CITY OF RANCHO -\T 7 PROPOSED PUBLIC FACILITIES PERIMETER STREETS ONLY: • J � - A - 1 PROPOSED SLOPE _ _ _ 2_1 MAX ( ) CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF F. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT..............(818) 969-7911 N FW FW Fw CUCAMONGA VALLEY WATER DISTRICT CALIFORNIA, AS PER MAP FILED IN BOOK XXX, PAGES W W W W 1 PROPOSED RETAINING WALL XX THROUGH XX OF TRACT MAPS, IN THE OFFICE OF G. METROPOLITAN WATER DISTRICT (MWD)...............................(909) 593-7474 PROPOSED PRIVATE FACILITIES (HOA MAINTAINED IN-TRACTS THE RECORDER OF SAID COUNTY. I L11 L13 G� �o L3 PROPOSED STORM DRAIN - • PRIVATE STORM DRAIN, SEWER, AND WATER WITHIN ALL ALLEYS ,Q 9 • PRI VA TE STREET LIGHTS, ALLEYS/STREETS, AND 0.S./PARKS ASSESSOR'S PARCEL NO. CABLE TV I I �o 20'.0' 2� M I PROPOSED DOMESTIC WATER W • PRI VA TE WQMP BMP'S H. TIME WARNER/ADELPHIA CABLE............................................(888) 892-2253 PROPOSED FIRE WA TER FW 1118-421-01 U L CHARTER COMMUNI CA TIONS..................................................(866) 499-8080 1091 A o PROPOSED SEWER s J. FRONTIER COMMUNICATIONS.................................................(877) 908-1288 A '� PROPOSED MAILBOX 0 K. REFUSE BURRTEC DISPOSAL.................................................(909) 987-3717 I I I 3 CURVE TABLE CURVE TABLE 65.2' DEVELOPER/OWNER o "' SC RANCHO DEVELOPMENT CROP. NO. DEL TA RADIUS LENGTH TANGENT NO. DEL TA RADIUS LENGTH TANGENT W N CNN1156 N. MOUNTAIN A VENUE � UPLAND, CA 91786 Cl 89 5727" 20.00' 31,40' 19.99, C7 89 5633" 20.01' 31.40' 19.99' L L21 i I C2 92 4322" 19.96' 3230' 20.93' C8 89 5633" 5.00' 7.85' 4.99' I • I I I ENGINEER QROFESS/pN K&A ENGINEERING, INC �� N. Fq��l� 357 N. SHERIDAN STREET, SUITE 117 C3 90 00 00 5.00 7.85 5.00 C9 89 56 33 5.00 7.85 4.99' W CORONA, CA 92878 w No. 55534 m C4 95 26 28 5.05 8.40 5.55 C 10 89 56 33 5.00 7.85 4.99 o AMIR H. FALLAHI, P.E. C5 89 5633" 20.00' 31.40' 19.98, C11 90 00'00" 5.00' 7.85' 5.00' o �� j LOT J ° 3 PHONE.- (951) 279-1800 *s� Civic o 0 1090 W o 1 9TFOF CA \F�� o - - - - - - - - - C6 92 21 17" 20.03 32.29 20.87 C12 89 56 33 20.00 31.40 19.98 a, N89 5633"W 94.17' of N o N ; t-1 BA5/5 OF BEARING Q N moo 00 BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET LINE TABLE LINE TABLE C o N o 4 BETWEEN CLEVELAND AVENUE AND MILIKEN AVENUE BEING NORTH ~ LOT J o S89 5633 94.17' o LOT J 89 56'41" WEST NO. BEARING LENGTH NO. BEARING LENGTH O o - - z L 1 N89 5633"W 152.90' L I3 589 5633"E 54.19' �u 26'°' I EASEMENT NOTES N I a� L2 NO 03'27"E 26.00' L 14 SO 03'27"W 330.55' AAA VARIABLE WIDTH EASEMENT FOR INGRESS/EGRESS. L3 S89 5633"E 38.73' L 15 N89 5633"W 54.16' 1090 "D" "D" I BB A 29 FOOT WIDE EASEMENT FOR i OPEN SPACE AND RECREATION. L 4 NO 03'00"E 330.55' L 16 NO 03'27"E 116.69' W o I L5 N89 5633"W 38.67' L 17 S89 5633"E 60.22' I • I �9 L 19 65.2' 1 L6 NO 03'27"E 26.00' L 18 NO 03'27"E 20.00' - Nr77 L 7 S89 5633"E 245.84' L 19 N89 5633"W 60.21' G� W L 17 z L8 SO 03'28"W 26.00' L20 NO 03'27"E 116.92' I F L9 N89 56'33"W 41.96' L21 S89 5633"E 60.22' 0 L 10 SO 03'27"W 361.41' L22 NO 03'27"E 20.00' L 11 S89 5633"E 41.41' L23 N89 5633"W 60.21' L 12 SO 03'27"W 26.00' L24 NO 03'27"E 37.82' I I - - - - - - - - - I N N89 56'3 3"W 94.17' 005 N � O � N B N �Od, N 9 BUILDING o _ -S89 5633"E 94.17' - - o BUILDING 26 4.46' 13' 18, I � I • I I � I � I 13' 1 BUILDING 26' 1089 SCALE. 1"=30' BUILDING I BUILDING BUILDING 3q r F.F. 2' 3' 10.11' 4' 1 J 2q FF .79' ' 0 30 60 90 120 F.F. F.F. . Q a PROP. ORIVEWA Y 29' PROP. DRI VEWA Y DRI VEWA Y FF 3.5� F F A •20.O' o n PROP. 4" ROLLED CURB CONC HEADER SW I I �O H2O' cL0 1089 I PROP. CONC. PROP. 6 PROP. 4" " C&G PROP. DRIVEWAY SECTION 'A A HEADER PROP. 6" C&G N r.S SECTION 'B-B' PROP. 6" CONC HEADER L9 G� L 15 - N.T.S. SECTION �C- N.T.S A DESCRIPTION OF REVISION DATE ciTY N APPROVED FW W FW W -FW W FW W FW 1 � L7 T CITY OF RANCHO CUCAMONGA 0 I TITLE SHEET M I BUILDING 20 BUILDING OlS a 00 0 o TEN TA TI VE TRACT MAP BUILDING I 20' �s o TRA CT 20XXX 2.75' 3' BUILDING 1 � LOT 1 ��6 O F.F. 2q F.F. 3.25 3.25' FF 1081 F F 2% N89 5633"W 202.59' 1085 �5� �, APPROVED BY DA TE PROP. DRIVEWAY PROP. DRIVEWAY �- CITY ENGINEER R.C.E. NO. PROP. C. HEADER PROP. DRIVEWAY PROP. DRI VEWA Y PROP. 4" ROLLED PROP. CONC. HEADER I • o 0 0 0 • I DESIGN 357 N. SHERIDAN STREET RECOMMENDED CURB PROP. 6" C&G SUI TE 117 DIAL TWO WORKING SECTION 'D=D' � � J_ J_ � J AR, ZH �� CORONA, CALIFORNIA 92880 BEFORE DAYS BEFORE N T S SECTION 'EE' REc -REc Ec DRA WN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG N.TS o � s s s ZH Engineering, Inc. FAX (951) 279-4380 TOLL FREE DIAL 811 � OF I A PUBLIC SERVICE BY - 'C'STREET - 55534 DRAWING NO. CHECKED R.C.E. NO. UNDERGROUND SERVICE ALERT 'Rla W - w d w �'$'�' AR DATE 11212024 FILE NO. Drawing: R:�325706�Preliminary�Tentative Tract Map�LOT 7�706 - TTM20440 - LOT Zdwg Layout 24x36 L Saved: 11212024 6:02 PM Plotted: 11212024 6:05 PM By. Arturo Romero CITY OF RANCHO CUC"ONGA W FOOTHILL BL VD W FO0 THILI BL VD j Q ARROW ROUTE W Limp YT L Q� A N `T �� m � C) FOR � i z Q 6TH ST. g TRACT NO. 20688 4TH ST SAN BERNARDINO AVE \ THE RESORT PKWY /NLAN EMPIRE �s VALLEY BLVD 10 FREEWAY ti EX. RIGHT OF WA VICINITY MAP TRACT BOUNDARY N.T.S. \\A LEGEND t- R � - - I Drainage Area Boundary o a Drainage Sub Area Boundary m General Surface Flow Direction \ \ Pipe Flow Direction Drainage Sub Area Designation Sub Area Acreage n \ u �o Wgmp Maxwell or PSC \\\ U V Q 10' \ I � BMPs LEGEND: PROPOSED PRIMARY SETTLING CHAMBER AND 1 MAXWELL DRYWELL (80' r%r" BMP-A, 3 MAXWELL INFILTRATION WELLS \\ DMA A AND 2 PRIMARY SETTLING CHAMBERS -PROPOSED Qbmp SD PIPE TO�PSC AND MAXWELLS I 17 5 O THER PR OJEC T BMPs L IS T.• CATCH BASIN - MS4 STENCILING AND SIGNAGE ROPOSEDPRIMARYSETTLINCCHAMBER WITH CATCH BASIN INSERT FOR TRASH CAPTURE \ ND 2 MAXWELL DRYWELLS (80'DEEP) \ LANDSCAPE AND IRRIGATION SYSTEM 2 \ EX. RIGHT OF WAY/ TRACT BOUNDARY OPEN SPACE, REFUSE AREAS STREET TREES AND PARKWAY PROPOSED DIVERSION STRUCTURE FOR WQMP FLOWS - - - "B" STREET BMP LATITUDE & LONGITUDE O N 34.086519 W 117.562459 MdiWell°Plus DRAINAGE SYSTEM DETAILS AND SPECIFICATIONS rk O2 N 34.086519 W 117.562459 The Resort - Phase 2 15'MIN SEPARATION Rancho Cucamonga, CA 17 2 30"OsoLID 6 2 30"0SOLID 0 ITEM NUMBERS 1 7 1 $ 3 24 3 3 1. MANHOLE CONE-MODIFIED FLAT BOTTOM. 2. BOLTED RING 8 GRATE/COVER-DIAMETER&TYPED SHOWN. CLEAN CAST IRON WITH WORDING DRAINAGE NOTES w i�\j// - 111 ` \\ \ BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH �I : MORTAR. RIME ELEVATION 0 02EOF PLANS• t j> //\\/%\:;;% 5 /\\%\\ a0 O 3. STABILIZED BACKFILL-TWO SACK SLURRY MIX. z \\ ALL BUILDINGS WILL BE E UIPPED WI TH SUBTERRANEAN ROOF DRAINS THA T z Q ~ { 16 16 /\ 9 H 4. PRE CAST LINER-4000 PSI CONCRETE 48"ID.X 54"OD.CENTER IN HOLE AND ALIGN SECTIONS TO WILL CAPTURE AND CONVEY ALL ROOF RUNOFF TO THE UNDERGROUND 0.. / / ::: W 0_ MAXIMIZE BEARING SURFACE. `//; // 3 o STORM DRAIN SYSTEM. \\//\ '/'/ / / /'/'/ \/\\/ y w 5. INLET PIPEIOUTLET PIPE(BY OTHERS).SEE SEPARATE PLAN FOR INVERT ELEVATIONS. w 3 r/ / o m Q • ALL PATIOS, OPEN SPACE AREAS SIDE YARDS AND "PASEOS" WILL BE 10 M w 6. GRADED BASIN OR PAVING(BY OTHERS). > > a g EQUIPPED WITH AREA DRAINS THAT WILL CONVEY STORM WATER RUNOFF F \\/ a = 7. COMPACTED BASE MATERIAL,IF REQUIRED(BY OTHERS). 4 /,\ _ UNDERGROUND TO THE STORM DRAIN SYSTEM. /j\ ARY w \// � 8 CHAMBER ERRD DEPTH DEPTHS AS NEEES DED DITH TO NLET MAINTAINTA NEALL INLET N.PIPEEREASE PRIMARY LEVATIONS ABOVE p PE. \/, ;\\/,\ - = o \\, F ALL STREETS/ALLEYS WILL BE EQUIPPED WI TH STORM DRAIN CA TCH BASINS of .\.:: o \\i• /\/ .: i //\� �V�/� -;: '' � ?: %� 4 to O 9. NON-WOVEN GEOTEXTILE SLEEVE-MIRAFI 140 NL.MIN.6 FT 0.HELD APPROX.10 FEET OFF THE THAT WILL CON VEY STORM WA TER RUNOFF TO THE UNDERGROUND STORM o IX o /VAA/ V o BOTTOM OF EXCAVATION. /A 19 O �A/'� jA 19 �� 2F 70. PUREFLO®DEBRIS SHIELD-ROLLED 16 GA.STEEL X 24"LENGTH WITH VENTED ANTI-SIPHON AND DRAIN SYSTEM. O //VA// o o /V�� Z INTERNAL 0.265"MAX.SWO FLATTENED EXPANDED STEEL SCREEN X 12"LENGTH. FUSION BONDED • STORM WATER QUALITY FLOWS WILL BE DI VER TED THROUGH A 0 W EPDXY COATED. i\/% \\/i 11. MIN.6'0 DRILLED SHAFT. N = Bl-FURCA TION/DI VERSION STRUCTURE FROM THE STORM DRAIN MAINLINE INTO THE PROPOSED WQMP BMPs. STORM WA TER FLOWS EXCEEDING WA TER 14 \�\\ \ / \\� � 12. RISER PIPE-SCH.40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. QUALITY FLOWS WILL BYPASS THE Bl-FURCA TION/Dll/ERSION STRUCTURE 14 F 13. DRAINAGE PIPE-ADS HIGHWAY GRADE OR SCH.40 PVC WITH TRI-A COUPLER.SUSPEND PIPE \,\ W DURING BACKFILL OPERATIONS.DIAMETER AS NOTED. INTO THE 100-YEAR STORM DRAIN PUBLIC MAINLINE. ❑ Q 14. ROCK-WASHED,SIZED BETWEEN 3/8"AND 1-1/2". 0 15. FLOFAST0 DRAINAGE SCREEN-SCH.40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER \\j /\ ❑ ROW/FT.OVERALL LENGTH VARIES,UP TO 120"WITH TRI-B COUPLER. Lw- //\\ 16. ABSORBENT-HYDROPHOBIC PETROCHEMICAL SPONGE. MIN.128 OZ.CAPACITY. TYPICAL,2 PER DETAIL"A" //� //A 13 6"0 CHAMBER. w 17. FABRIC SEAL-U.V.RESISTANT GEOTEXTILE-TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION.GRATED ONLY. 23 \ �/ �A� //j\� 18. MIN.4'0 DRILLED SHAFT. X / 19. BASE SEAL-CONCRETE SLURRY. 20. 6 PERFORATIONS MINIMUM PER FOOT,2 ROWS MINIMUM- CITY DESCRIPTION OF REVISION DATE APPROVED 27 /iv/ �j 21. NOT USED. 22. DUAL INTAKE SCREEN-4"0 SCH.40 PVC 0.120"MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW!FT.48"OVERALL LENGTH WITH TRI-B COUPLER PER DETAIL.REFER TO"DETAIL A" CITY OF RANCHO CUCAMONCA SCALE' 1 30 �'��%vy 'j 2 I y/%y/% � ��/%i HEREON. CROSS-SECTION VIEW /j\ /�\\j 23. VENTED ANTI-SIPHON INTAKE WITH FLOW REGULATOR. 0 30 60 90 120 \/\\j \ 24. CONNECTOR PIPE-4"0 SCH.40 PVC. 4 %� j�/�� 27. 4"0 SCH.40PVC TEE. PRELIMINARY WQMP SITE AND 22 23 DRAINAGE PLAN p TRACT 20688 7 PLAN VIEW 14 /w/� 15 `�v� �' F�l� �F� DESIGN �/ 7 357 N. SHERIDAN STREET RECOMMENDED // //\ Manufactured and Installed by�Tie Z ARA, PY, ZH DIAL TWO WORKING ' '� �? SUITE 117 BEFORE "�� DAYS BEFORE 18 %v� / w No. 55534 m ° CORONA, CALIFORNIA 92880 i� / � DRA WN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG ��i � ii < roRRENr * * Engineering, Inc. FAX (951) 279-4380 TOLL FREE DIAL 811 RESOURCES sT CM\_ \� ARA, PY, ZH of 2 A PUBLIC SERVICE BY DETAIL: REVISED BY T QF CAS Q� CHECKED 55534 An evolution of McGuckin Drilling 9 PL-4-SS-CA RJA ��a��e]94�a,ao�.]99]�..a www.torrentresources.com F F R.c.E No. DRAWING NO. CA LJc.998]59,G42,G5],HAZ. q 4 u fi teroeo qea W,NM,WOFk c.UT. dM. CALIFORNIA 909-829-0740 UNDERGROUND SERVICE ALERT DRAWN ON: 09-28-22 REVISED DATE:05-31-23 SCALE: N.T.S U.S.Pftm No.4,M,3 --TreEe 1974,1M,2N ARIZONA 602-268-0785 (,B DATE 211212024 FILE NO. Drawing: R.�325706�Preliruinory�Woter Quality Management Plan�TTM 20688 (LOT 7)�706 - FXH - PWQMP - TTM 20688 - 001.dwg Layout 24x36 L Saved: 21 2024 9:32 AM Plotted: 211212024 1,10 PM By, Zachary Harwood OWNER MAINTENANCE RESPONSIBILITIES Form 4.1-1 Non-Structural Source Control BMPs PROPERTY OWNER OR HOA STAFF SHALL MAINTAIN ALL DRAINAGE FACILITIES AND BMPS FROM THE TIME THEY ARE CONSTRUCTED UNTIL PERPETUITY. Identifier Check One Name Describe BMP Implementation OR, N OT TH E NEW WATER FEATURE YOU ALL STORM DRAINS ARE TO BE MAINTAINED BY EITHER THE PROPERTY OWNER OR HOA STAFF /N ACCORDANCE WITH THE PROJECTS OPERATIONS AND MAINTENANCE DOCUMENTS AND MANUFACTURER RECOMMENDATIONS. Included Not if not applicable,state reason Applicable GENERAL MAINTENANCE NOTES.' Practical education materials will be provided to property owner and future HOA H A D IN MIND F O R YOUR P R O P E RTY? TORRENT Maintenance staffs covering various water quality issues that will need to be addressed 1) OTHER THAN ONGOING MA/NTENANCE, AFTER STORM EVENTS: INSPECT AREAS FOR EROSION AND PONDING, REPAIR ACCORDINGLY (SEE SCHEDULE /N MAINTENANCE FREQUENCY SECT/ON). N1 Education of Property Owners,Tenants ® ❑ on their specific site.These materials will include general practices that contribute to RESOURCES and Occupants on Stormwater BMPs the protection of storm water quality and BMP's that eliminate or reduce pollution.The 2) KEEP LANDSCAPE AREAS MAINTAINED ABOVE THE SOIL MEDIA (REPAIR AND MAINTAIN SIGN OF EROSION). developer will request these materials in writing at least 30 days prior to intended J) INSPECT ALL BMPS OR HIRE A SPEC/AL/ZED BMP INSPECT/ON COMPANY TO INSPECT AND CHECK ALL SYSTEMS FOR CLOGGING. distribution and will then be responsible for publication and distribution. Restrictions may be developed by property owner or HOA Staff.Pesticide applications GENERAL OPERATION AND MAINTENANCE ACTIVITIES N2 Activity Restrictions ® ❑ on all landscaped areas will be performed only by an applicator certified by the California Department of Pesticide Regulation.Vehicle washing will also be prohibited. OPERAT/ON AND MA/NTENANCE (0&M) ACT/V/T/ES ARE DESCRIBED BELOW. THE CATEGORIES OF 0&M ACT/V/T/ES ARE "ROUT/NE" AND "MAJOR," WHERE "ROUT/NE" REFERS TO ACTIWTY CONDUCTED ON A REGULAR SCHEDULE, ® ❑ According to the California Stormwater Quality Associations Stormwater Best AND "MAJOR" REFERS TO INFREQUENT ACTIVITIES TRIGGERED MAINLY BY NEED. EACH CATEGORY AND ITS RESPECTIVE ACTIVITIES ARE DESCRIBED /N THE FOLLOWING SECT/ON. N3 Landscape Management BMPs Management Practice Handbook,landscape planning is implemented to reduce groundwater and storm water contamination. ROUTINE OPERATION AND MAINTENANCE ACTI VI TIES N4 BMP Maintenance ® ❑ Specific BMP Maintenance per separate document. "SITE INSPECTION" THE STORM DRAIN INLETS WILL BE INSPECTED ON A REGULAR, SCHEDULED BASIS TO ENSURE THAT THE FACILITY IS OPERATING PROPERLY, TO RECORD OBSERVATIONS, AND TO INITIATE ANY ACTIONS THAT MAYBE Title 22 CCR Compliance N5 Not applicable. REQUIRED. WHILE THE FREQUENCY OF SITE INSPECTIONS MAY VARY DEPENDING ON THE SEASON, /T WILL TYPICALLY BE ON A MONTHLY BASIS. (How development will comply) � ��`�►� ■�_ - "TRASH & DEBRIS REMOVAL" ® ❑ The Developer shall comply will all Water Quality Ordinances of the City of Rancho N6 Local Water Quality Ordinances Cucamonga and the County of San Bernardino. —LITTER MAY BE PICKED UP AT ANY TIME DURING SITE VISITS FOR OTHER PURPOSES. REGULAR, SCHEDULED TRASH/DEBRIS REMOVAL WILL BE PERFORMED AT ALL SITES ON A QUARTERLY BASIS AND/OR AFTER STORM EVENTS THAT RESULT IN HEAVY TRASH ACCUMULATIONS. LANDSCAPE MAINTENANCE CONTRACTOR WILL BE REQUIRED TO COLLECT ALL GRASS CLIPPINGS AND LANDSCAPE DEBRIS AND DISPOSE OFFSITE. N7 Spill Contingency Plan ❑ ® Not applicable. "MINOR VEGETATION REMOVAL/THINNING" VEGETATION GROWTH WILL BE INSPECTED ANNUALLY AND REMOVED OR THINNED AS NECESSARY. VEGETATION AT INLETS AND OUTLETS WILL BE MANUALLY OR MECHANICALLY REMOVED IF VEGETATION IS FOUND TO BE CLOGGING OR OTHERWISE AFFECTING THE OPERATION OF THE FACILITY. ACCESS ROADS WILL REMAIN CLEAR OF VEGETATION AND OBSTRUCTIONS. SIGNIFICANT VEGETATION REMOVAL /S COVERED UNDER THE MAJOR Ns Underground Storage Tank Compliance ❑ ® No underground storage tank on the site. MAINTENANCE ACTIVITIES SECTION BELOW. Hazardous Materials Disclosure El Z"SNAG REMOVAL" N9 No hazardous materials in the site. THIS WORK TYPICALLY INCLUDES THE REMOVAL OF STICKS, DEAD BRANCHES, BRUSH, AND SMALL TREES THAT BLOCK WATER FLOW OR OTHERWISE INTERFERE WITH THE OPERATIONS. THIS WORK MAY BE PERFORMED AS Compliance NEEDED ON A QUARTERLY BASIS OR ON A REGULAR BASIS BY THE LANDSCAPE MAINTENANCE CONTRACTOR. r t . The Developer shall comply will all Fire Department Ordinances of the City of Rancho N10 Uniform Fire Code implementation ® ❑ p p Y p t1/ "MINOR SEDIMENT REMOVAL" Cucamonga and the County of San Bernardino. /T /S EXPECTED THA T THERE WILL BE A MINOR AMOUNT OF SEDIMENT DEPOSIT/ON A T POINTS WITHIN THE STORM DRAIN INLET, PR/MAR/L Y /N FOREBA Y(S) NEAR THE /NLET(S). WHEN SUCH DEPOSITS OBSTRUCT WA TER FLOW, ® ❑ Will be responsible by landscaper contractor assigned by property owner or HOA Staff. THE DEPOSITS WILL BE REMOVED. N11 Litter/Debris Control Program Litter/debris control a minimum of once every two weeks. MAJOR OPERA T/ON AND MA/NTENANCE ACTI W TIES N12 Employee Training ® ❑ All employees will be trained administered by property owner or HOA Staff at least once Pl in a year. OPERATION AND MAINTENANCE (0&M) REQUIREMENTS FOR ALL SOURCE CONTROL AND TREATMENT CONTROL BMPS SHALL BE IDENTIFIED WITHIN THE FINAL WQMP REPORT. THE 0&M SHALL INCLUDE THE FOLLOWING: —DESCRIPTION AND SCHEDULE N13 Housekeeping of Loading Docks ❑ ® Not applicable. TORRENT RESOURCES STORMWATER SOLUTIONS —INSPECTION & MONITORING REQUIREMENTS —IDENTIFICATION OF RESPONSIBLE PARTIES season and a mini® ❑ Catch basins will THE OWNER OF THE PROPERTY AND/OR HOA STAFF /S RESPONSIBLE FOR IMPLEMENTATION OF THE FINAL WQMP REPORT OR BMPS FOR THE PROJECT SITE. N14 Catch Basin Inspection Program inspectedaminimumofonceeverythreemonthsduringthedry The Need for Maintenance mum of once every two months during the rainy season. Parking lot and onsite streets sweeping and vacuuming will be done by landscape Like any other part of your infrastructure, drywells and other storm drain components need periodic maintenance Vacuum Sweeping of Private Streets and contractor assigned by the property owner or HOA Staff or by a specialized street to function at optimum levels. Over time, silt, sediment and debris build up in the system and reduce the drainage O&M MAINTENANCE/FREQUENCY MATRIX N15 parking Lots sweeping company contracted by the property owner or HOA Staff on a regular capability.This leads to water standing for periods of time longer than the state requirement. It also inconveniences frequency based on usage and field observation of waste accumulation.As minimum,all paved areas shall be swept before the rainy season starts. customers at retail locations and residential areas.With Arizona leading the nation in cases of West Nile Virus and other BEST MANAGEMENT INSPECTION FREQUENCY MAINTENANCE REPAIR PROGRAM PRACTICES (BMPs) N16 Other Non-structural Measures for Public ❑ ® Not applicable. diseases carried by mosquitoes, standing water is a particular concern.A lack of maintenance can eventually lead to Agency Projects costly repair to the system as well as the basins and parking lots in which they inhabit. Source Control BMPS N17 Comply with all other applicable NPDES ® ❑ Yes,if necessary 1. Education For Property Training and education Educational materials and training will be permits The Cleaning Process owner,tenants and occupants, program must be provided to Property owner,tenants and The process starts with a thorough inspection of the drywells and other storm drain components. If the systems need to Maintenance staffs, contracted provided within 6 months occupants, Maintenance staff members, and maintenance crews. of hire date and annually contracted maintenance crews if any, including Form 4.1-2 Structural Source Control BMPS be serviced,it is imperative they are cleaned by someone familiar with the interworking of a drywell and compliant with thereafter. Materials are education materials and restrictions to reduce Check One the strict regulations of the ADEQ. The highly qualified Torrent Resources team offers: included in the Project pollutants from reaching the storm drain Identifier Name Describe BMP Implementation OR, Final WQMP. system. Included NOt If not applicable,state reason • Certified Confined Space Entry Disposal at an Approved Facility To of Line Equipment• Licensed, Bonded and Insured y Applicable p y • p pp y • p 2.Activity Restriction Daily activity of Operation The project will establish the following policies S1 Provide storm drain system stencilling and signage ® ❑ Signs will be placed above storm drain inlets to warn the public of prohibitions prohibiting activities during operations: (CASQA New Development BMP Handbook SD-13) against waste disposal Drywell Restoration - Prohibit discharge of fertilizer, pesticide, or Design and construct outdoor material storage i If your property has a non-functioning drywell,Torrent Resources has a El ® animal waste to street or storm drain. S2 areas to reduce pollution introduction(CASQA Not applicable. solution. By adding a new drywell to your existing system,we effectively - Prohibit blowing or sweeping of debris (leaf New Development BMP Handbook SD-34) litter,grass clippings, litter, etc.) into street or Design and construct trash and waste storage ® ❑ e provided o a tenants,w e sore r garages. e Plus system (shown public trash enclosures and containment structures will be provided.Trash bins convert the single chamber drywell into a new state-of-the-art MaxWell° storm drain. 9 S3 areas to reduce pollution introduction(CASQA will be to tthich will be in their It will be the shown in the illustration to the left). New Development BMP Handbook SD-32) responsibility of the tenants to bring out all trash bins on trash collection day. - Prohibit discharge of paint or masonry waste Use efficient irrigation systems&landscape to street or storm d rain. Rain sensors will be incorporated into the onsite sprinkler system so that no design,water conservation,smart controllers,and The existing structure remains to receive water and trap additional debris - Prohibit vehicle washing, maintenance or S4 source control(Statewide Model Landscape ® ❑ unnecessary watering of landscaped areas occurs after storm events.Other repair on premises. Ordinance;CASQA New Development BMP drought tolerant plants will be implemented by the landscape architect to limit the EXISTING NEW while directing the treated flow to the new drywell.This retrofit makes the amount of water used throughout the site. 3. Common Area Landscape Quarterly, as seasonal The property owner/HOA personnel shall Handbook SD-12) entire system far superior to the original design. Management changes. direct maintenance staff to employ Finish grade of landscaped areas at a minimum of S5 1-2 inches below top of curb,sidewalk,or ® ❑ New landscaped areas will be constructed at a minimum of 1 inch below existing landscaping practices be consistent with the paved areas to reduce sediment runoff and erosion into the SD system. County of SB requirements for use of fertilizer, pavement Industry Leader pesticides,and Count ordinances for water Protect slopes and channels and provide energy As the Valley's#1 drywell contractor with over 65 000 systems installed Torrent Resources has defined drywell design, p y S6 dissipation(CASQA New Development BMP ® ❑ All slopes greater than 4:1 will be properly maintained and protected to avoid y y , y , y g , conservation. erosion and sediment runoff. installation, service and maintenance. Our drainage systems are specified b most Civil Engineers and Municipalities Handbook SD-10) g y p y g� p 4. Drainage Facility Inspection Inspect semiannually for Maintenance personnel shall remove in the Southwest.With the largest, state-of-the-art equipment in the market, experienced construction crews and and Maintenance beginning (October)and debris/sediments, if necessary, within the inlet S7 Covered dock areas(CASQA New Development ❑ ® Not applicable. BMP Handbook SD-31) professional field supervisors,we are your experts when it comes to drainage solutions. end of the wet season area. (April). Covered maintenance bays with spill containment S8 plans CASQA New Development BMP Handbook ❑ ® Not applicable. 5. M54 Stenciling and Signage As needed to clearly Replace or repaint as needed. P ( P depict signage. SD-31) SERVICE AND MAINTENANCE IS ONE EASY CALL OR CLICKAWAY 94 ) 6. Protect Slopes and Channels Inspect semiannually and Repair slopes as needed. S9 Vehicle wash areas with spill containment plans ❑ ® Not applicable. before and after storm (CASQA New Development BMP Handbook SD-33) events. Covered outdoor processing areas(CASQA New ❑ ® Not applicable. S10 Development BMP Handbook SD-36) TORRENT Torrent Resources Incorporated Treatment Control BMPS RESOURCES 1509 E. Elwood Street Phoenix Arizona 85040 Equipment wash areas with spill containment 7. Infiltration Drywells Inspect semiannually for Maintenance personnel shall inspect and S11 plans(CASQA New Development BMP Handbook ❑ ® Not applicable. beginning (October)and repair drywells as needed and remove Phone: 602-268-0785 • Fax: 602-268-0820 SD-33) end of the wet season debris/sediments as necessary. www.cleanmgdrywell.com (April). S12 Fueling areas(CASQA New Development BMP ❑ ® Not applicable. Handbook SD-30) 1 R00070465A • R00047067B-4 • ADWR 363 - + ' Hillside landscaping(CASQA New Development ❑ ® Not applicable. ' S13 ,, BMP Handbook SD-10) BI-ANNUAL MAINTENANCE SCHEDULE FOR BMPs ❑ ® Not applicable. S14 Wash water control for food preparation areas BMP TYPE.- BMP-1: PSC AND 1 DRYWELL BMP-2.' PSC AND 2 DRYWELLS S15 Community car wash racks(CASQA New ❑ ® Not applicable. Development BMP Handbook SD-33) DESCRIPTION OF REVISION DA TE ci rY MAINTENANCE RESPONSIBILITY' PROPERTY OWNER/H.O.A. STAFF PROPERTY OWNER/H.O.A. STAFF APPROVED INSPECTION DA TE.• OCTOBER 1ST OCTOBER 1ST CITY OF RANCHO CUCAMONGA FINDINGS.- PRELIMINARY WQMP SITE AND 7IF 3 ZACTIONS TAKEN. DRAINAGE PLAN A O 00 rZ ]30, INSPECTOR NA ME.- TRACT 20600 QRpFESS/ON INSPECTION DA TE.• APRIL 1ST APRIL 1ST �`�� H' F�<<<F� DESIGN J57 N. SHERIDAN STREET RECOMMENDED ARA PY, ZH SUITE 117 DIAL TWO WORKING � � 9y z Kb BEFOREO DAYS BffORE FINDINGS' No. 55534 MCORONA, CALIFORNIA 92880 YOU DIG YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4J80 ACTIONS TAKEN. s ARA, PY, ZH 2 OF 2 TOLL FREE DIAL 811 T9T civic CHECKED R.C.E. N0. A PUBLIC SERVICE BY INSPECTOR NAME.' OF-Cq��F� 55534 DRAWING N0. UNDERGROUND SERVICE ALERT GB DATE 211212024 FILE NO. Drawing: R.�325706�Prelimin cry�Woter Quality Management Plan�77M 20688 (L07 7)�706 — EXH — PWQMP — 77M 20688 — 002dwg Layout: 24x36 L Saved: 111512024 3:42 PM Plotted: 211212024 1:11 PM By, Zachary Harwood CITY OF RANCHO CUCAMONGA CUT AND FILL FOR TRACT NO. 20688 Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cu t Fi 11 Ne t 706 - ERTH PRELIM - LOT 7 1 . 00 1 . 00 14 015 7 Sq. Ft . 750 Cu . Yd. 3329 Cu . Yd. 25 79 Cu . Yd. <Fi 11> Totals 140157 Sq. Ft . 750 Cu . Yd. 3329 Cu . Yd. 2579 Cu . Yd. <Fill> I I REC -71 SURFACE ELEVATION TABLE —rTIF— UZ NO. COLOR RANGE BEG. RANGE END 2D AREA (SF) v510� AA AA AA AA AA AA AA AA AA AA AA AA AA AA � � C � QoS10P 1 ■ -4 -3 358 T7�:� F7�1 r C uu �u uu uuLu ULIW uu uu uu uu uu uu uu uu C C 2 -3 -2 1454 C I— 3 -2 -1 3948 b I— �o 4 -1 D 33185 5 D 1 63815 C --- - - C 6 1 2 34153 C C 7 ■ 2 3 1064 C � C 8 3 4 2180 I L E: E: C-E:j c 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 A 11 A A C UU UU UU UU UU UU UU UU UU UU C C) cD C nn nn nn nn nn nn nn nn nn nn nn nn nn nn J C C SCALE. 1"=30' dOIS ' � � vv vv vv vv vv vv vv vv vv vv vv vv vv vv C � dOIS ' Lx 0 30 60 90 120 I I 1092 ��6 I 708g I I -- DESCRIPTION OF REl/ISION DATE cirY J L APPROI/ED o REC o CITY OF RANCHO CUCAMONCA TITLE SHEET CUT & FILL MAP p O TRACT 20440 - LOT 7 QRpFESS/ONq AAAAAAAAAW �o\� N' Fq!! �F� DESIGN 357 N. SHERIDAN STREET RECOMMENDED �, , Y, ZH SUITE 117 DIAL TWO WORKING ARA P ? rn z CORONA CALIFORNIA 92880 BEFORE DAYS BEFORE Ld No. 55534 YOU DIG YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * ZH Engineering, Inc. FAX (951) 279-4380 1 TOLL FREE DIAL 811 sT Civic- �\P ARA, P Y, OF A PUBLIC SERVICE BY 9rFOF CA 1�F CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 111512024 FILE NO. Drawing: R:�325706�Preliminory�Loyout�C3D�Surfoces�706 — SRF— FS— T7M 20688.dwg Layout: 24x36 L Saved: 111512024 3:29 PM Plotted: 111512024 3:30 PM By. Zachary Harwood CITY OF RANCHO CUCAMONGA W FOOTHILL BLVD W FOO THILl BLVD Q ARROW ROUTE FIRE A CCE55 PLAN z Q O o FOR z 6TH ST. TRACT NO. 20688L-U FOR CONDOMINIUM PURPOSES 4TH ST. SAN BERNARD/NO AVE O41, ��. INLAN EMPIRE era �s VALLEY BLVD 10 FREEWAY VICINITY MAP N.T.S.S. � � I - - - - - - - - - - - - - - - - I I I I - - THE RESORT PARKWAY00,- - - - - 0 0 / ' 0 EX. RIGHT OF WA TRACT BOUNDARY 26 C � c � 26 c � C � lZrT-77 ET-E AA 1111 11 1111 1111 A 1111 1111 11AI A 1111 1111 11A 01 11 UU L�U U UU UU UU UU UU UU UU UU UU U UU Li N FIRE LANE FIRE LANE N �02 zm -T-rT C � 1 � C � I \26° z \\00\�§l C � C � I Rio AA 1111 11A 11A r llll �111 AAI 1111 A11 ��o; � C / R\\N C oe - / C � / � � n n n n n n n n n nn n n n n n n n n ��-7 nn C V V V V V/V V V V V V V V V V V V V V V V V V V V / 3 C 3 // EX RIGHT OF WAYS 26, 26 TRACT BOUNDARY SN I % I _7,611 I _ 'B' STREET � I 0 I LEGEND: PROPOSED ONSITE FIRE HYDRANT EXISTING OFFSITE FIRE HYDRANT 150-FOOT RADIUS O ❑ ❑❑ 0 DESCRIPTION OF REVISION DA TE Cl TY 120' APPROVED SCALE: 1"=30' N RANCHO CUCAM❑NGA FIRE COMMANDER 5400 CITY OF RANCHO CUCAMONGA 0 30 60 90 Ito ❑veraR Length 30,365ft TITLE SHEET ❑veraR Width 8,417f t ❑veraR Body Height 10,505f t FIRE ACCESS PLAN Min Body Ground Clearance 0,935f t D Max Track Width 8,417ft TRACT 20688 Lock-to-lock time 5,00s 26, Curb to Curb Turning Radius 27,610f t oQRpNESF/0 VvVV\AAW DESIGN J57 N. SHERIDAN STREET RECOMMENDED ARA ZH SUITE 117 DIAL TWO WORKING w � No. 55534 � m a BEFORE �� DAYS BEFORE CarFrame Overhang " CORONA CALIFORNIA 92880 YOU DIG YOU DIG TURNING RADIUS AND TURNAROUND DETAIL � DRAWN TEL. (951) 279-1800 SHEET XT.1 Car W h e e base * * Engineering, Inc. FAX (951) 279-4380 OF TOLL FREE DIAL 811 sTgr CM\- ��P ARA, ZH 9 1 A PUBLIC SERVICE BY FOF-C Al�F� CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 211212024 FILE NO. Drawing: R.�325706�Preliminory�Fire Access Plon�TlM 20688 (LOT 7)�706 — EXH — FIRE ACCESS— TIM 20688.dwg Layout: 24x36 L Saved.. 21912024 9:28 AM Plotted: 211212024 1,15 PM By. Zachary Harwood CITY OF RANCHO CUCAMONCA W FOOTHILL BLVD W FOO THILI BLVD Q ARROW ROUTE TRA5H L OCA TION P Q, R 1� FOR m Q 6TH ST. TRACT NO. 20688 FOR CONDOMINIUM PURPOSES 4TH ST. SAN BERNARD/NO AVE ONCIi . INLAN EMPIRE era s VALLEY BLVD 10 FREEWAY VICINITY MAP N.T.S. i 0 0 0 0 THE RESOR T PARKWAY I 0 0 0 0 i EX. RIGHT OF WAY/ TRACT BOUNDARY 26' � C � 26' FEE FEE c � C � A A A A A A A A A A 0/� A A A A A A A A A A A A A A A A � ' ' C c � C � L�L� L�L� l�L� l�l� l��I l� — C \ — — — — — — — — — ■ TRASH 20' _ I ARMS 3Q C I N N 131 p 2,nM W C c C c C C � BURRTEC TRASH COLLECTOR C C C A C �� ❑verall Length 32,000f t 20, =m W ❑veraR Width 10,330f t i C c C c Z C �� °� ❑verall BodyHeight 12,377f t v C C 20, C N Min Body GrundgClearance 1,066f t piii III ,i C p I Track Width 8,600f t qE6I � � ti� � � � � � � � � � � � � � a � � � � � � � � ��o C � I Lock-to-lock time, 4�OOs R Wall to Wall Turning Radius 42,000f t � UU UU UU UU UU UU UU UU UU UU � C TRASH DETAIL/LEGEND C 65 GALLON TRASH UNITS I I I II L � �o_ nn nn nn nn nn nn nn nn nn nn nn nn nn nn � VV vv VV VV vv VV VV VV vv VV VV VV VV VV E: 3 3 1 0.5' 1' 1' 0.5' Vzft EX. RIGHT OF WA 26' TRACT BOUNDARYY/ 26 N N 2' 2' 0 RECYCLING TRASH GREEN 'B' STREET 0 0 TOTAL COUNT OF 3-BIN UNITS IS 75. — — — 75 UNI TS ARE REQUIRED DESCRIPTION OF REVISION DA TE Cl TY APPROVED SCALE: 1"=30' CITY OF RANCHO CUCAMONCA TITLE SHEET 0 30 60 90 120 TRASH LOCATION PLAN p O TRACT 20688 QRpFESS/ONy Fo\ N. Fq� l DESIGN J57 N. SHERIDAN STREET RECOMMENDED , DIAL TWO WORKIN ARA, ZH suirE 117 G ? z CORONA CALIFORNIA 92880 BEFORE ""� DAYS BEFORE No. 55534 YOU DIG YOU DIG DRAWN TEL. (951) 279-1800 SHEET * * ARA, ZH Engineering, Inc. FAX (951) 279-4380 OF TOLL FREE DIAL 811 sTgr CM\_ P � 1 A PUBLIC SERVICE BY FOF CA0F CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 211212024 FILE NO. Drawing: R.1J257061Preliminory1Trosh Location PIonITTM 20688 (LOT 7)�706 — EXH— TLP — TTM 20688 — 3BIN.dwg Layout: 24x36 L Saved: 21912024 9:30 AM Plotted. 211212024 1:14 PM By Zachary Horwood f i rstc i rc l e 3187 Airway Avenue Building C Costa Mesa, CA 92626 949.681.0500 www.firstcircledesign.com beautiful and intelligent lighting design drawings,designs,specifications,and copies hereby furnished by first circle design,Inc.are sole and exclusive property of first Driveways circle design,inc.as an instrument of service. They are to be used T T T T in regard to this project and no other. They shall not be reproduced, PPA 3.1 �;� � i PPA �` '3 4 nor disclosed to others without written consent. first circle design, • • • PPA `MxA 1s • • Mx:Ai inc is responsible for visual aspects of the project only,and it is 2.8 Illuminance ( F C ) understood that all specifications relate solely to the appearance of 2.2 i.s ; i.1 i.1 i.6 _ 2.6 4.9 3.3 1.7 1.2 i.1 1.6 3.2 4.9 2.6 1.6 z 1.z i.6 2 4. 5the design and not to matters of safety and code compliance. 1.0 1.0 0.9 1.5 + 2.6 1-.2- - 0.8 0.8 ' Average = 1 . 04 1.6 2.3 2.4 0.9 1.8 1.7 oXHS1 MH: 3.5 2.3 T 2. zs1 Mx: b.zs Mx: 6.25 o + + bXd5�1 Maximum - 3 . 2 xH: oX 19 _ 2.f 1 �.... 6.zs`....-� 7 111 2.5 MH: 6.25 MH 6.25 MH' 6.25 °.7 6.25 MH: 6.25 A� 3 ooMHMI z PPA Minimum = 0 . 4 AA-0 1., oMH: s.zs 9 oPPH ° 5 3.25 Avg/Min Ratio 2 . 60 2.2 2-7MH"3 25 - 2 4 ©2023 first circle design,inc. 1. o MHH 3.25 - - 0.6 0.7 oMHH 3.25 Max/Min Ratio 8 . 00 1.3 1.7 1.3 1.7 o MH. =� 0�5 1 1 0.7 ? q 9 o XWM_ ❑XM o MHH " 9 oPPH FOR DESIGN INTENT ONLY o xMH' oMH' oXDSl oMH' oMH' M 2 6 oXDSl oXDSl "MH"1 oXD51 MH: 2 MH: 6.25 MH:XDS 6.25 MH: 6.25 MH: 6.25 MH: 6.25 MH: 6.25 MH: 6.25 MH: 6.25 MH: 6.25 10.7 Typ Pedestrian Walkway NOT FOR CONSTRUCTION 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 0.9 1.0 1.1 0.8 0.9 0.8 0.9 0.9 1.2 1.2 1.2 1.1 I0.9 1.0 0.8 0.7 - 0.9 0.6 0.7 0.6 0.7 o.5 0.4 0.5 0.e 1.1 1.7 +2.4 +2.3 1.s 1.0 0.7 0.6 0.7 1.0 1.6 2.8 I 3.z +2.1 1.3 1.3 1.2 All drawings must be reviewed and approved by a licensed 1.1 L- Illuminance ( Fc ) electrical engineer. All equipment must be installed by a licensed DH1 o%DH1 °XP_.2 0.7 0.4 o.s 0.5 0.6 0.8 .,.5 -- T electrician in accordance with all applicable local codes and the MH: 6.25 MH: 6.25 fAH. 6.25 0.7 1.3 2.4 5•TPPe 4.4 2.0 1.1 0.6 '' MH: 16 Average 1 . 53 z.2 MH: 16 10.8 1.0 1.3 1.1 0.9 1.8 2.6 National Electric Code. 1.3 0.5 1 6 1.9 2.4 1.8 0.5 0.6 _ Maximum = 3 . 3 o x;hl-u xosl °XD51 XDsI °MH: 6.25 4 0 o- °XDs1MH: 6.25 °NH: fi.25 1 s MH: 6.25 o xMMl RPA PPA V V 1.3 1.0 0.6 1.o%J51 M . MH. Minimum = 0 • 6 3.1 3.9 oImT1 2... xCS_ XCS: 9 H: 6.25 6.25° 9 1.3 0.9 1.1 Avg/Min Ratio 2 . 55 1.9 y C M - °xosl fi.25 Max/Min Ratio 5 . 50 C o. i.o i.1 i.o XDsI °MH: 6.25 �� 0.9 1.9 xl1 MH6.25 0 , REVISIONS k n pM'MMl �I °M" c 6.25° 1.5I 1.o 1 T K 1 5 NO. DATE DESCRIPTION 0. °XD51 _ XDSl °• ,i °XDSl °XDSl °XDsI oXGS' MH: fi.25 M 6 25 C O.b 1.1 MH: 6.25 MH: 6.25 MH: 6.25 MH: 6.25 1.2 1.2 Typ Resident Doors O.5 1.4 T 1.a °MH: 6.25 ° D51 + 1 °%151 oPPH oPPH -- H: 6.25 0. H. XD51 MH: 3.11 MH: 3.25+ 1 Mx: 6.zs 0.9 0.6 1.0 1.0 1.1 1.1 1.2 1.0 1.0 1.0 1.2 2.1 2.1 � � - T 0.7 oPPH + MH: 3.25 ° I I . I I I I I 1.4 1.4 1.0 �11 I l luminance ( Fc ) °XDsI °XDSl °XDsI °XDsI M °. 1.1 1,9 °xJsl MH: 6.25 MH: 6.25 MH: 6.zs MH: 6.25 --� - . 1•�= Average = 1 . 93 6.25 xosl ` � 2•5 MH: fi.25 H: 6.25 _ flHs 6.25+ M 0.9 1.5 1.1 1.1 -- o xMMl _ 1.8 1 - 0.9 1.3 1.1 1.2 _-- PPA 7 Maximum - 2 . 4 +4 4 4.4 oMDsl °MH: 6.25 xosl .� - °XDsI - PFF Minimum 1 . 6 �A H: 6.25 MH: 6.25+ oMD516.25 _ H: 6.25 4MFY: 15 x: 15 'XDsI 0.9 1.3 1.1 1.2 �raa M3.2 4.9 RPA 9. a M", fi.25 ----- �.; J:: - 2.z Avg/Min Ratio 1 . 21 R4A3 4.8 3.9 OXVIyL D �. b. 1 1 z °XDsI 1 1 1MD51 Max/Min Ratio = 1 . 50 x�� °MH: 9 ® 1.2 14H..5H$$ XD51 oMD51 MH: 6.25 HS 6.25b. 0.5 : 6.25 H: 6.25 , 6.25 '1.0 +1.3 0 9 MH: 5 1.7 1.9 2.1 1.8 oPPH 0.7 _ _-.- a PPH H: 3.25 b.5 O. 0.9 0.8 2.6 1.2 1.1 2.5 : 3.zs 0.9 MH. 3.25 0.7 1.2 0.5 0. 0.4 MH 0.8 1.2 Mx: 9 M2.2 0.7 0.7 3'05.9 'MH: 3.zs Qxosl XD51 MH 6.25 o x.,Ml o . MH MH: 6.25 3.25 ° 1.1 0.7 F C.nT 0. 0.4 0.6 0.9w 2 0.7 .7 - 2.3wMH: 3.2s 2.3 1.0 0.: l 0.9 2.1 C 0. 0.6 1.7 2.0 2.1 xosl .0 o XDsI oXD51 XMH 1 2.i °MH. 6. 5 XD51 °XDsI MH: 6.25 MH: 6.25 'XDsI MH; 6.25 W °• - ---_ MH: 6.25 MH: 6.25 MH: 6.25 1 ° 0. 1.3 .xwMl 'I.0 1.4 MH. 9 1.a 2.7 0. i.2 '1.2 *1.2 3.1 DATE: 10.31.2023 xlsl oxosr� °XDsI CHECKED: FCD 3.0 ' MH: 6.2 XDSl - MH: 6.25 H: 6.25 MH: 6.25 � 4.0 C o-X. 0. 1.2 1.1 1.2 - is �a T -- .RPA 1�5 - 3 9 PA C QMH. 1 4 1 -. }, DRAWN: FCD 4.6 xosl 0.9 1.5 1.1 1.2°xosl °XDsI XD51 " 6.25 .. ._.. ., °MH: 6.25 : 6.25 2.5 ° p DSl 3� MH: 6.25 °XDsI °XCS- °XCS- °XGsl r'M_F 2 1.7 MH: 6.25 MH: 6.21 MH: 6.25 MH; 1.21 MH: 1.21 J 1,2 2.0 3.0 0.8 0.9 1.41.11.21.1 1.2 1.1 1.9 1.50.9 1.1 2.8 1.8ocrH lu _ MH: 3.25 C N 0.9 0.7 1.0 1.0 1.1 1.0 1.1 1.0 1.1 1.3 2.6 2-PPH 1.1 1.1 xDsl MHH 1.25 MH: 1.25 MDsl oXwN_ 1 25 °'7 oXWMl 11 11 MH: 6.25 1.7 MH: 0.5 0.5 2.7 1.1 +.-1 2• 1.1 1.1 oxosl Dsl axes- °xes_ 1.2 1,21.9 0.5 I' Mx. 6-2$^ M�}: 6.25 MH: 6.25 MH: 6.25 oxDSl ° 6 t`yl 0.4 I I I MH: b.zs 0.7 1.9 0.5 0 MH ❑X'n'Ml '1 MH: i.o i.6 i.2 i.4 MH: 6.25 e ' oXD31 MH S ° 5 MH' 6 25 0 V y l �> _ o. 0.9 i.l i.z o.a i.1 2.z C `mil D51°Mx: 6.25 o xosl 2.6 o XDS1H MH: 6.25 1.2 + .1 1.°XDsI °MHS16.25 1.2 MH: fi.25 oXWM1 M ` •... 6.25 2 PROJECT TITLE 2.6 _ � ii 9 2.4 x °MHS°MHS'. 6.zs °MHS 6.z5 'XDsI °MHS-1 1.1 I1.2 f 'lIP MH. 6.zs 4.7 ,x P °XGSl oMDH516.25o.s o.5 i.b 1.6 +z.2 *2.6o=PH 1.0 1.2 °xl,l y .. RESORT + 0.6 0.4 + 2.3 oeex + + °MDslfi.zs Mx: 6.25 I MH�15 + MH 6 25 MHH 3.20.6 o M 3 25 MH 3 25 2.1 H 3 25 0.8 1.1 2 g -• AT EMPIRE LAKES 5.3 RPA 0.7 3.1 xDsl 0.6 0.6 MH 3.2b 9 0.9 2.a6,H 1.0 1.0 1.0 2.�_ICI ' xcsl %DH' 6.25 0.7 0.4 1.3 ° MH: 3.25 0.9 1.1 PHASE I I XD11 °MH: 6.25 H: 6.21 1.7 MHH 3.25 1.4 2.5°" 2.1 1.9 MH: 6.z5 Ilv 0 I. o MDs l 0.6 0.9 2.3MDs l°MHS 6.25 MH 6.25 6.25 °xDsl 1.1 PA N 1 H: 6.25 MH: 6.25 1.0 °XDsI 1'3 °XDsI Luminaire Schedule o M'MMl , + + 9 1.1 1.2 MH: 6.25 oXD31 _ / MH 6 251 I, -�- ' 1 0 9 MH: 6.25 Mx. 6 25 °xDs1 rill O 2.0 6.25 Description 0.8 0.9 DSl 1.1 1.1 M2.0 1:,L- I Symbol Qty Tag Lum . Watts Lum . Lumens LLF 1.2 °MH: 6.25 ,.�.1 1 �'.x;,: � o MDsl X°s l 1.0 1.3 0.9 1.1 22 PPA 37 . 1 4500 0 . 800 16 ' Pedestrian Pole - 45001m 730 Type II A PROJECT LOCATION: 6.25 H: 6.25 `I 11II 1.7 2.7 M oX"'l °MHS %I.SV 1 III MH: 9 MH _1.2 1.3 1.0 9 PPB - RANCHO CUCAMONGA CA DSI l l 4 37 . 1 4500 0 . 800 16 ' Roadway Pole 45001m 730 Type III A , XDsI XDsI °XDsI XDsI °MH: 6.25 II U !}.0 MH: 6.25 H: 6.25 MH: 6.25 H: 6.25 °M„M1g 1.4 i.3°M i.6 i.a i.8 i.s°Mi.a O 34 PPH 14 . 3 425 0 . 800 Pathway Bollard - LH- 10 5 8 3-W3 0 P15a. 1.1 RPA ,. 162 XDS1 7 728 863 0 800 Building Sconce - 546- 1LED9-35K- 16 5 III °XDsI °XDsI °XDsI - +� - 3 MH: 6.25 H: 6.25 MF�: 6.25 '0.8 1.1 1.6 2.6�PP8 2.a 1.6 1.1 PPH P � • • 1.2 0. 0.4 0.6 ---T 0.5 0.5 0.7 2.0 ;,�� 32 XWM1 6 . 7947 638 0 . 800 Wall Pack - WDGE1 LED PO 30K 90CRI VW PROJECT PHASE. 1.0 0.7 0.7 0.7 0.7 0. 0.4 0.6 0.8 1.3 2.1 3.2 2.7 1.6 1.0 0.7 0.6 0.6 0.8 1.2 2.2 3.0 2.4 1., - +.5'I,I 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.9 1.5 1.6 1.4 1.0 0.9 0.8 0.9 ¢.9 1.1 1.3 1.5 1.2 1.,- li'� . • , DESIGN DEVELOPMENT 1R}:DSl � 1 H i DSi= -ei(D51 oXD51 oXD51 MD516 25 e%DSlb�` DSl o MDsl MH 6.25 MH: -5 MH: MH: 6.25 MH' 6 25 MH: 6*35° : 6.25 1 6 25 6.25 oPPH °.9 :. H XWM1 / I 2,1 MH: 3.25 0.8 X Ml MH. 9 'i .XWM1 + + M 9 211 Abf G AVEZ MH: 9 1.0 0.7 �AHA�S ` SHEET TITLE 1.9 �. y� 1.7 2.0 1.3 � I MHH 3.a1.9 .8 MHH 3.25 i l .. 2.4 MHZ 3.5E aPPH l t/ MH: 3. 5 0.7 o xwmz 3.°fI" ° q- - SITE LIGHTING -®A�5.0 0.9 4�J PPAMH: MH is oMH: 3.25 PPA MH: F PHOTOMETRIC STUDY f'PA o xcs l o xosl.xosl oxosl 0.7 MH: 6.zs oxosl 2.5- �5 3..4 2.2\ - _ 1,7 NH: fi.25 o XD51 1 MH:H 5 2 2 °MH516.25 MH w 6.z35 o MH. 6.25 MH: 6.25• MH: 6.2 MH: 6.2� REFERENCE P LA N 1.4 2.2 2:5 1.o i.s i.7 0.9 0.9 0.9'91.0 1.8 2:9- 1.1 0.8 0. 2.1 1.4 1.0 1.0 1.9 2.2 4�RP 4.1 2.0 1.4 G 1.3 1.8' 3. 4.7 2.2 1.4 1.1 1.1 1.5 2.1 \ 2.6._. PPAY4P- 2.5 , PPA ^�� r „'.. PPA Mx: 15 - MH: 15 PPA ply' 1 � �1 - 3.7 ePn - -1 s, � v v • • MH: 15 Ill LT1 - 01 - 1 SCALE: 1" = 30' FCD JOB#: FCD-2258 FOR DESIGN INTENT REFERENCE ONLY NOT FOR CONSTRUCTION Project erica.com Project Project Resort II NERI Model code Date Fixture type: nerinOrtha PRELIMINARY NERI Project narI Modelcodet#:n Date Fixture type: nerinOrtha PRELIMINARv NERI Project narI Modelcodet#:n Date Fixture type: nerinOrtha PRELIMINARY-201 PPA Rev.A 2017 Rev.A 201 e Rev.A 201 N 1 USA DESCRIPTION: Light Antares encompasses design,visual comfort,performance and energy savings in a single street lighting system.Designed by award winning Makio Hasuike.Light Antares is equipped with an LIGHT ANTARES-size 1 LIGHT ANTARES-size 1 LIGHT FIXTURE OPEN LIGHT FIXTURE-TILTING JOINT LIGHT FIXTURE-BOTTOM VIEW LIGHT FIXTURE-UPPER VIEW adjustable inclination joint from 0°to 20°with steps of 51,that guarantess maximum flexibility of installation for tubes with diameters of 1"7/8 and 3".Optical package consists of more geometries for Luminaire satisfied every lig hting solution as roads and highways,parking lots and large areas,roundabouts,pedestrian and bicycle paths,pedestrian crossing.LED optics/multilayer lenses for high efficiency,upto LED Source-Performance range LED Source-Performance range Code MUAN1L211B2 45001m 3K / \ 141 Im/W.Very low LED's temperatures for a operative lite of over 100,000 hours(15 years).Easy maintenance thank a button for opening that does not require any type oftool. Name MUAN1L211B2Madeofcastaluminium,with t y I Measurem. / a IP66 protection rating,the screen is made of extra-clear transparent glass,4mm thick,I K08 mechanical resistance.Glass flush with the structure.The suggested height of installation from 13.5'to35.5'. - Code MUAN1L213K Name MUAN11_211132 PHOTOMETRIC VALUE _ PHOTOMETRIC VALUE LIGHT ANTARES-size 1 (340 mm) (340 mm) (608 mm) (608 mm) LM-79 test and reports are performed in �. LM-79 test and reports are performed in �`i`y'+ Luminaire Flux 4500.00 Im Luminaire Power 37.00 W Efficacy 121.62 Ini Efficiency 100.00% LED Source �13"3/8----1 13"3/8---1 23"15/16 23"15/16 accordance with IESNA standards. accordance with IESNA standards. Lamps Flux 4500.00 Im Maximum value 582.21 cd/kIm Position C=25.00 G=70.00 CG Sym.on planes 270-90 I T T � E � E The gamma angles diagram refer to the -J The gamma angles diagram refer to the EPA=0.833ft' o E E E Weight=23.15 lb(10.5 Kg o= o= vM flux of 2,500 Im. flux of 2,500 Im. 4 US ROAD STANDARDS \ \ %Lamp Im Uplight (761 mm)� {y 180° o V.Sh rt firstdrde C UL US � �29"15/16� - 1MH 20 % �° \\ (340 mm) (340 mm) (761 mm) 39.490 13"3/8 13"3/8 \ i Compliance: E� E� 9.5°O u� Short \1 UL Standard 1598 CSA C22.2 no.250.0-8 OPTIC NLG 17-Type IV Short OPTIC NLG 18-T e VS Ver Short OPTIC NLG 20-T e II Short OPTIC NLG 21-T a III Short OPTIC NLG 22-Type e III Medium OPTIC NLG 23-Crosswalk 20 YP Y -Type -Type YP 9.7 0 1 Caltrans Pending 2 25MH 21 Front view Backview Side view Gammaangles ,ar ,20° Gammaan les 1eo° 120° Gammaan angles ao° o° Gammaan angles eoo o° Gammaangles ,eoo 120° Gammaan angles 1eo° 120° 0 9 0. \ , g g g g $° 3187 Airway Avenue Building C To view { ode sample:MUAN1L183B302 p ,05 '"° s5° logo `, ,or- ,os° "°s ,os° ,05° ,05° 100` 100° 0 0� ! Mediu Costa Mesa, CA 92626 Connection Compliance Series � Optic system Colortemp. Lumen output Driverfunction� Voltage 90° 9s° ec° 90° eoo 9c° 1v oo° 90° 90° 9c° 90° 80° 80, 375MH % � ° 949.681.0500 www.firstcircledesign.com M=Suspended U=UL 1598 standard AN1L=Light Antares-size1 17=typelV 1=3000K BO-2,500 tm(') 02-1-10V+NCL •120-277V 3-4,000K B1 35001m 04-AmpDim+NCL 120V 75° 75° 75° a- ss° 20=type ll B2-4,5001m 06=DALI+NCL 208V 600 60` 21=type III 14=6 hours.aut.flux red.+NCL 240 V so° / - ss° sc° so° so° so° so° so° so° ss° so° so° Long 22=type 111 B4-7,5001m(2) 71=Manual dimmin 277V - 23=type IV short-crosswalk 30` 30` a eIII Type IV beautiful and intelligent lighting design SPECIFICATIONS: TECHNICAL DATA: CONFIGURATION TABLES: as° as° 45° u5° us° as° es° 4_° 45° = 45° a5° as° 0` 6MH o Construction: Electrical: Configuration tables of luminous fluxes. On demand features Back Front 1 PavementRoadlMH1.75MH 2.75MH -Frame composed with a body in die-cast Compliance:UL Standard 1598-CSA The efficacy(Im/W)on table refers to the -Painting:color of RAL range. aluminum with tiltingjoint sistem C22.2no.250.0. complete system. o° 15° aom ao° 15° o° 15° 30 30° s° o° 1s° aa° ao° 1s° c° ,e° aom C laoo o.o C 180.o o0 C I. o.o C 1ao.o ,_ C so.o 0o C ,eoo o.o upperfor compartment n entpol h st the powerThe RatedVolta power:120-277V 2(universal).56). 3,000 K-Colortemperature Note: Halfplanes o0 90.o Halfplanes 270.0 s0.0 Halfplanes 2700 90.0 Halfplanes oo Halfplanes 270.o so.o Halfplanes 00 90.o All drawings,designs,specifications,and copies hereby furnished upper compartment host the power -Rated power:from 22W to 56W. -NCL:constant flux control is standard supply unit and connection terminals. Frequency:50/60Hz. Code Im output Watt Im/W with all driver functions. by first Circle design,inc.are sole and exclusive property of first The lower compartment host the optical Power factor:>0.90(PFC). 1BO 2,500 22 114 ('):flux size available only with 3,000K. %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight circle design,inc.as an instrument of service. They are to be used system,composed with Led modules and Protection rating:IP66. 1131 3,500 31 113 (')flux size available onlywith 4,000K. 18o° 180° 180° 180° 180° 18o° Luminaire Classification System(LCS) Lenses,closed byflatscreen in tempered Operatingtemp.:-22°F+104°F(-30°C+40°C). 41.196 (j4*1 38.7/ 3s.aA 40.3i 42.oso in regard to this project and no other. They shall not be reproduced, glass fixed with four screws. -Osmoticvalveforpressurecompensation. 1B2 4,500 37 121 0.3°° 3° s.0° 9.5° 0.2 5 0 ° ° nor disclosed to others without written consent. first circle design, Materials: -Automaticdisconnectorattheopeningof 1B3 6,000 51 117 LCS Zone Lumens /Lamp /Lum inc.is res onsible for visual as ects of the ro ect onl ,and it is Die-cast aluminium(UNI EN 1706). the lid. p p p j YHot alvanizedsteel. Electronic driver with self-dia nostic 4,000K-Colortemperature FL 0°--30° 673.1Im 15.0% 15.0% g g . ° 7°° 3°° understood that all specifications relate solely to the appearance of POSTS Stainless steel screws. functions and monitoring of over Code Im output Watt Im/W too, too, too* too, ,00° too, moo too, too, too, too* too° Gasket in silicone. temperatures. s0° s0° s0° 9o, 9°• so, 90° s0° so, 90° e0° 9°° the design and not to matters of safety and code compliance. P 3B1 3,500 26 133 FM 30°--600 1772.3 Im 39.4% 39.4% Models -Extra-clear screen(4 mm-5/32"thickness). Estimated life:B10 at 100,000 hours. so* so' eoo so. ao• so, so* so, ao° so, ao° ao° Finish: Electronic sensor on led plate for the 3B2 4,500 32 141 Standard color is Super Durable textured control of over temperatures. 3B3 6,000 44 138 60° so° 60° so° 60° so° so* so° so° 60° 6o° so° FH 60°--800 897.6 Im 19.9% 19.9% Post:0001.209.501_C RAL9006.Information about paint steps Optical Features: 3B4 7,500 56 133 Lantern:ANTARES 1 used on this product in specific technical Light source:power[ads 30 30° 30° 30° 30° 30° 30° 30' 30° 30° 1. 30° FVH 80°--90° 12.51m 0.3% 0.3% Accessory:banner arms sheet. Lumen output: °° °° o° °° o° °° Hatch door Orl P Configuration Back Front Back Front Back Front Back Front Back Front Back Front MountinE: Color Scale:1:30 Cade Driver function the front -Head or lateral installation. -Chromatic Rendering Index:CRI>70. BL 0°--30° 323.41m 7.2% 7.2 Joint coupling for tubes with diameters Estimated life:100,000 hours(L85-Ta 25°C) 02 1-1 OV control+constant flux Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Dimensions 1'7/8 or 3". Protection rating:IP66. control(1 1OV+NCL) g P g P g P g P g P g P BM 30°--60° 530.81m 11.8/0 11.8/o LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum o ° Suitable for wet location. Optic NLG 17:type IV Short; 06 DALl control+constant flux FL 0°-30o 12.9% 12.9% FL O°-30o 12.4% 12.4% FL 0°-30o 15.8% 15.8% FL 0°-30o 15.0% 15.0% FL 0°-30o 13.7% 13.7% FL O°-30o 12.6% 12.6% ©2023 first circle design, inc. Total height:15'9" Notforuseindwellings. Optic NLG 18:type VS Very Short; control(DALI+NCL) FM 30°-60° 41.1% 41.1% FM 30°-60° 32.4% 32.4% FM 30°-60° 38.7% 38.7% FM 30°-60° 39.4% 39.4% FM 30°-60° 40.3% 40.3% FM 30°-60° 42.0% 42.0% Operation and maintenance: Optic NLG 20:type 11 Short; 06 DALl control flux BH 600--800 284.21m 6.3% 6.3% Light source height:15'--° FH 60°-80° 22.1% 22.1% FH 60°-80° 7.0% 7.0% FH 60°-80° 19.6% 19.6% FH 60°-80° 19.9% 19.9% FH 60°-80° 19.6% 19.6% FH 60°-80° 12.2% 12.2% Tool-less entry:no tools required for Optic NLG 21aype II Medium; control(DALI+NCL) Pole height:15'9" FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% opening the fixture.To access upper Optic NLG 22:type III Medium; 14 6 hours aut.flux reduction-30% BL 0°-30o 6.6% 6.6% BL O°-30o 12.1% 12.1% BL 0°-30o 7.1% 7.1% BL 0°-30o 7.2% 7.2% BL 0°-30° 7.4% Z4% BL O°-30o 8.8% 8.8% BVH 800--900 6.21m 0.1% 0.1% Bracket lenght from pole center to compartment,press the two clips located Optic NLG 23:crosswalk; lantern fixing point:3'8.25" on the lid then lift it.For more instructions -Refractivetensinacrylic. +constant flux control(6H NVL BM 30°-60° 12.2% 12.2% BM 30°-60° 30.4% 30.4% BM 30°-60° 11.6% 11.6% BM 30°-60° 11.8% 11.8% BM 30°-60° 12.5% 12.5% BM 30°-60° 18.3% 18.3% eferencetheinstructionmanual. Screen in flattem tempered lass:IK08. +NCL) BH 60°-80° 4.7% 4.7% BH 60°-80° 5.5% 5.5% BH 601-80° 6.8% 6.8% BH 60°-80° 6.3% 6.3% BH 60°-80° 6.0% 6.0% BH 60°-80° 5.8% 5.8% UL 90°--100° 0.0Im 0.0% 0.0% FOR DESIGN INTENT ONLY Page DrawingNumber US-00092 Rev H P glass: BVH 800-90° 0.2% 0.2% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1%Pa a number:1/3 The LED driver has a separate housing IES classification:k(II cut off. 71 Manual Dimming g UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% NOT FOR CONSTRUCTION compartment to allow easy wiring and Photobiologicalrigk(IEC TR 62778): UH 100°--180° 0.0 Im 0.0% 0.0 Limit distance of passage UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% replacement. p g Totals 100.0% 100.0% Totals 100.0% 100.05/ Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% -No maintenance is required,except a risk class 1 to risk class 2. Minimunhei htofinstallationl3'. BUG:B1UOG1 -TypelVShort BUG:B1UOGO-Type VS Very short BUG:B1UOG1 -TypellShort BUG.B1UOG1 -TypellMedium BUG:B1UOG1 -Type III Medium BUG:B1UOG21 -TypelVShort TOTALS 4500.0Im 100.0% 100.0% periodic cleaning of the screen from dust. g NERI North America Inc.-1835 NW 112th Avenue Suite 176 Miami•FL 33172•USA-T+1 786 315 4367-F+1 786 257 1336-E neri.us@neri.biz Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL 33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.257.1336 Type III Medium Asymmetrical All drawings must be reviewed and approved by a licensed Made in Italy2016 NERI S. .A.All Rights Reserved.The information in this document is subjectto change without notice. @ p g � g Made in Italy©2014 NERI S.p.A.All Rights Reserved.Theinformation in this document is subject to change without notice. Made in Italy©2014 NERI S.p.A.All Rights Reserved.The information in this document issubjectto change without notice. Made in Italy©2014 NERI S.p.A.All Rights Reserved.The information in this document issubjectto change without notice. electrical en ineer. Allequipment mustbeinstalledb alieensed Company shall reserve the right time and from time to time modify thes specifications or featu res or to discontinue the sale of an products. 9Y p y g y �' p yp Company shall reserve theri right time and from time to time to modi thes ecificationsorfeaturesortodiscontinuethesaleofan products. Company shall reserve theri htatan time and from time to time to modify thes specifications or features or to discontinue the sale of an products. Company shall reserve theri htatan time and from time to time to modify thes specifications or features or to discontinue the sale of an products. LITESTAR c0 TechSd www.oxytech.it Page P Y g Y �v P any p Y g Y fv p YP p Y g Y fv p YP () xv '� 9 electrician in accordance with all applicable local codes and the National Electric Code. Project merica.com Project merica.com Resort II NERI Project name�Modelcodet#:n Date Fixture type: nerinOrthaPRELIMINARY NERI Pojetnar-I:n Date Fixture type: nerinOrthaPRELIMINARY NERI Project narI Modelcodet#:n Date Fixture type: nerinOrthaPRELI -201 PPB Rev.A 2017 Rev.A 201 r Rev.A 201' MINARY NERI USA DESCRIPTION: Light Antares encompasses design,visual comfort,performance and energy savings in a single street lighting system.Designed by award winning Makio Hasuike.Light Antares is equipped with an LIGHT FIXTURE OPEN LIGHT FIXTURE-TILTING JOINT LIGHT FIXTURE-BOTTOM VIEW LIGHT FIXTURE-UPPER VIEW REVISIONS adjustable inclination joint from 0°to 20°with steps of 5°,that guarantess maximum flexibility of installation for tubes with diameters of 1"7/8 and 3".Optical package consists of more geometries for LIGHT ANTARES-size 1 LIGHT ANTARES-size 1 Luminaire satisfied every lig hting solution as roads and highways,parking lots and large areas,roundabouts,pedestrian and bicycle paths,pedestrian crossing.LED optics/multilayer lenses for high efficiency,upto LED Source-Performance range LED Source-Performance range Code MUAN1 L211 B2 45001m 3K 141Im/W.Ve lowLED'stem eraturesforao erativelifeofover100,000hours(I5 ears).Eas maintenance thank a buttonforo enin thatdoesnotre uireant eoftool.Madeofcastaluminium,with - Name MUAN1L211B2 NO. DATE DESCRIPTION Y P P Y Y P g q Y YP Measurem. a IP66 protection ratin the screen is of transparent lass 4mmthick IK08 mechanical resistance.Glass flush with the structure.The suggested height of installation from 13.5'to 35.5'. _ P g� P glass, � gg g tee Code MUAN1L213K PHOTOMETRIC VALUE - _ PHOTOMETRIC VALUE ' -1 - Name MUAN1L211B2 ___ ___ ___ LIGHT ANTARES-size 1 (340 mm) (340 mm) (608 mm) (608 mm) LM-79 test and reports are performed in LM-79 test and reports are performed in "T Luminaire Flux 4500.00 Im Luminaire Power 37.00 W Efficacy 121.62 Im/W Efficiency 100.00% �13"3/8� �13'3/8� �23"15/16� �23"15/16� accordance with IESNA standards. - accordance with IESNA standards. LED Source I - Lamps Flux 4500.00 Im Maximum value 582.21 cd/kIm Position C=25.00 G=70.00 CG Sym.on planes 270-90 EPA-0.833ft° o eT eT E� The gamma angles diagram refer to the �� The gamma angles diagram refer to the Er> Er> Em Weight=23.15 lb(10.5 Kg o= o= I- flux of 2,500 thin. 1" flux of 2,500 Lm. US ROAD STANDARDS %Lamp Im Uplight (761 meV. 29"15/1,3 9.4' 2C. % Short 1800 (340 mm) (340 mm) (761 mm) 39.4 io -TV N E_R All US 3/S� �13"3/8� �29"15/16� 1MH 20 Compliance: _ E3 E� 9.50° 20 ® Short UL Standard 1598 CSA C22.2 no.250.0-8 OPTIC NLG 17-Type IV Short OPTIC NLG 18-Type VS Very Short OPTIC NLG 20-Type II Short OPTIC NLG 21-Type III Short OPTIC NLG 22-Type III Medium OPTIC NLG 23-Crosswalk 9.7 0 Caltrans Pending 1 2 25MH p Front view Backview Side view Gammaangles ,eoo ,20° Gammaangles ,eoo 120° Gamma angles 1lv 120° Gamma angles ,eoo Gammaangles ,eoo ,20° Gammaangles 120° 8°° 0 /o �0 ° M. MODEL: Top view 100` 100° 0 0� Mediu rn code sample:MUAN1L183B302 105 105° 1o5° 05° 105° 1a5° ,05° 105° 105° 1o5° 105° i' "� 90` 90° Connection Compliance Series ` Optic system Colortemp. Lumen output Driver function ' voltage /0 90° 90° 9a° 90° so- 90° 90° 5;:. 90° BO° 9a° 80° 80, 800 3 75MH M=Suspended U=UL 1598 standard AN1L=Light Antares-size 1 17=type lV 1=3000K B0-2,500 tm(') 02=1-10V+NCL •120-277V 18=type V 3=4,000K = 04=AmpDim+NCL 120 V �s° - 75° - 75° 75° 75° 75° �s° 75° 75° 20--ty of 11 B2=4,5001m 06=DALI+NCL 208V 60° 60° 21-t ellle 111 B3-6,0001re 14=6 hours.aut.flux red.+NCL 240V 22=type 111 B4=7,500 tm(') 71=Manual dimming 277V so° ss° so° so° so° so° so° se° so° ss° so° so° Long 23=type IV short-crosswalk 10` 10` e e III Type I SPECIFICATIONS: TECHNICAL DATA: CONFIGURATION TABLES: d5° us° us° 45° �° 4s° 41° 45° us° us° 45° 0, 6MHMH o Construction: Electrical: Configuration tables of luminous fluxes. On demand features Back Front 1 PavementRoad1MH1.75MH 2.75MH -Frame composed with a body in die-cast -Compliance:UL Standard 1598-CSA The efficacy(Im/W)on table refers to the -Painting:color of RAL range. aluminum with tiltingjointsistem C22.2no.250.0. complete system. 15° o° s° aom ao° 15° o° 15° aom 30° 1s° o° 15° aom ao° 15° o° 15° .1 30° ,5° o° ,5° E C 'sob o.o C ,eo.o o0 C laoo 0o C 1ao.o C ,so.o oo C ,eoo o.o for mounting on poles.The openable -Voltage:120-277V(universal). P Note: Halfplanes 270.0 90.o Halfplanes os so.o Halfplanes oo sos Halfplanes 00 Halfplanes 270.o so.o Halfplanes 27ao so.o 3,000K-Colortem temperature upper compartment host the power -Rated power:from 22W to 56W. -NCL:constant flux control is standard r- supply unit and connection terminals. Frequency:50/6OHz. Code Im output Watt Im/W with all driver functions. The Lower compartment host the optical Power factor:>0.90(PFC). 1BO 2,500 22 114 ('):flux size available only with 3,000K. %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight system,composed with Led modules and Protection rating:IP66. 1131 3,500 31 113 (')flux size available onlywith 4,000K. 18o° 180, 180° 180° 180° 180° Luminaire Classification System(LCS) Lenses,closed byflat screen intempered Operatingtemp.:-22°F+104°F(-30°C+40°C). 41.1s6 3zA/ a8.7/ j4.*16 40.3i 42.oso DATE: 10.31.2023 glass fixed with four screws. Osmotic valve for pressure compensation. 1B2 4,500 37 121 ° ° 0 0Materials: Automaticdisconnectorattheopeningof 1B3 6,000 51 117LCS Zone Lumens /Lamp /Lum Die-castaluminium(UNI EN1706). the lid. o.s° CHECKED: FCD 4,000 K-Color temperature o 0 Hot galvanized steel -Electronic driver with self-diagnostic . ,° ° ° o.t FL 0°--30° 673.1 Im 15.0% 15.0 Stainless steel screws. functions and monitoring of over Code Im output Watt Im/W too, too, moo too, oo° too, too, too, too, too, too* too° FOM f =Gasket in silicone. temperatures. DRAWN: FCD kC Extra-clear screen(4 mm-5/32"thickness). Estimated life:1310 at 100,000 hours. 3B1 3,500 26 133 FM 30°--60° 1772.3 Im 39.4% 39.4 80° 80° 80° 80° 80° 80° 80° 80° 80° 80° 80° 80° Models Finish: Electronic sensor on led plate for the 3B2 4,500 32 141 Standard color is Super Durable textured control of over temperatures. 3B3 6,000 44 138 so° 60° 60° so° 60° 60° so° so° so° 60° so° so° FH 600 80° 897.61m 19.9% 19.9% RAL9006.Information about paint steps Optical Features: 3B4 7,500 56 133 Post:9108.801.201_C used on this product in specific technical Light source:power[ads 30 30° 30° 30° 300 30° 300 3o° 30° 30' 1. 30° FVH 80°--900 12.5 Im 0.3% 0.3% Lantern:ANTARES1 sheet. Lumen output:from 2,500to7,5001m Configuration of driver functions Back °° Front Back °° Front Back °° Front Back °° Front Back °` Front Back °° Front Scale:1:25 MountinE: Color temperature:3,000Kor4,000K Code Driver function Head or lateral installation. Chromatic Rendering Index:CRI>70. BL 00--30° 323.4 Im 7.2% 7.2% Joint coupling for tubes with diameters Estimated life:100,000 hours(L85-Ta 25°C) 02 1-1 OV control+constant flux Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Dimensions O V7/8or3". Protection rating:IP66. control(1-1 OV+NCL) LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum o 0 g P g P g P g P g P g P BM 30°--60° 530.8 Im 11.8/0 11.8/o Suitable for wet location. Optic NLG 17:type IV Short; 06 DALl control+constant flux FL 0°-30o 12.9% 12.9% FL O°-30o 12.4% 12.4% FL 0°-30o 15.8% 15.8% FL 0°-30o 15.0% 15.0% FL 0°-30o 13.7% 13.7% FL O°-30o 12.6% 12.6% Total height:15'11.75" Not for use in dwellings. Optic NLG 18:type VS Very Short; control(DALI+NCL) FM 30°-60° 41.1% 41.1% FM 30°-60° 32.4% 32.4% FM 30°-60° 38.7% 38.7% FM 30°-60° 39.4% 39.4% FM 30°-60° 40.3% 40.3% FM 30°-60° 42.0% 42.0% Light source height:15'9.5" Operation and maintenance: Optic NLG 20aype II Short; 06 DALI control+constant flux BH 60°--80° 284.21m 6.3% 6.3% FH 60°-80° 22.1% 22.1% FH 60°-80° 70% 7.0% FH 60°-80° 19.6% 19.6% FH 60°-80° 19.9% 19.9% FH 60°-80° 19.6% 19.6% FH 60°-80° 12.2% 12.2% Pole height:15'--" Tool-less entry:no tools required for Optic NLG 21:type 11 Medium; control(DALI+NCL) FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% Bracket lenght from pole center to opening the fixture.To access upper Optic NLG 22:type Ill Medium; 14 6 hours aut.flux reduction-30% BL 0°-30o 6.6% 6.6% BL O°-30o 12.1% 12.1% BL 0° 30° 71% 7.1% BL 0° 30° 7.2% 7.2% BL 0° 30° 7.4% 7.4% BL 0° 30° 8.8% 8.8% BVH 800--900 6.21m 0.1% 0.1% compartment,pressthetwo For sruction Optic NLG etensicrosswalk; +constant flux control(6H NVL BM 30°-60° 12.2% 12.2% BM 30°-60° 30.4% 30.4% BM 30°-60° 11.6% 11.6% BM 30°-60° 11.8% 11.8% BM 30°-60° 12.5% 12.5% BM 30°-60° 18.3% 18.3% lantern fixing point:-- on the lid then lift it.For more instructions -Refractive lens in acrylic. Drawing Number US-10046 reference the instruction manual. -Screen in flat tempered glass:IK08. +NCL) BH 60°-80° 4.7% 4.7% BH 60°-80° 5.5% 5.5% BH 60°-80° 6.8% 6.8% BH 60°-80° 6.3% 6.3% BH 60°-80o 6.0% 6.0% BH 60°-80° 5.8% 5.8% UL 90°--100° 0.0Im 0.0% 0.0% IES classification:Fulloutoff. 71 Manual Dimming BVH 80°-90° 0.2% 0.2% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% RevA 380 mm �t -3 j The LED driver has a separate housing UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% compartment to allow easy wiring and PhotobioLogical risk(I EC/TR 62778): UH 100°--180° 0.0 Im 0.0% 0.0 Limit distance of passage UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% replacement. p g Totals 100.0% 100.0% Totals 100.0% 100.05/ Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% PROJECT TITLE: -periodic maintenance is required,except a risk class 1 to risk class 2. Minimunheightofinstallation13'. BUG:B1U0G1 -TypelVShort BUG:B1UOG0-Type VS Very short BUG:B1UOG1 -TypellShort BUG:B1UOG1 -TypellMedium BUG:B1UOG1 -TypelllMedium BUG:B1UOG21 -TypelVShort TOTALS 4500.0Im 100.0% 100.0% periodic cleaning of the screen from dust. NERI North America Inc.-1835 NW 112th Avenue Suite 176 Miami•FL 33172•USA-T-1 786 315 4367-F+1 786 257 1336-E neri.us@ned.biz Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL 33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.2571336 Type Ill Medium Asymmetrical Made in Italy @ 2016 NERI S.p.A.All Rights Reserved.The information in this document is subjectto change without notice. c c c Company shall reserve the right time and from timeto time to modi thes specifications or features orto discontinue the sale of an products. Made in Italy02014NERIS.p.A.AIIRightsReserved.Theinformation in this document is subject to change without notice. Made inItaly02014NERIS.p.A.AllRightsReserved.Theinformationinthisdocumentissubjecttochangewithoutnotice. Made inItaly02014NERIS.p.A.AllRightsReserved.Theinformationinthisdocumentissubjecttochangewithoutnotice. RESORT p y g y fv p yp Company shall reserve the right at any time and from time to time to modifythe specifications orfeatures or to discontinue the sale of any products. Company shall reserve the right at anytime and from time to time to modify the specifications or features or to discontinue the sate of any products. Company shall reserve the right at anytime and from time to time to modify the specifications or features or to discontinue the sate of any products. LITESTAR (c)OxyTechSri www.oxytech.it Pagel AT EMPIRE LAKES PHASE II PA N 12 PROJECT LOCATION: RANCHO CUCAMONGA, CA PROJECT PHASE: DESIGN DEVELOPMENT NER SHEET TITLE: LIGHTING CUTSHEETS LT1 -01 -2 SCALE: 1" = 30' FCD JOB#: FCD-2258 FOR DESIGN INTENT REFERENCE ONLY NOT FOR CONSTRUCTION U L H-10 5 8 3 L�G Resort 11 U L H-10 5 8 3 LiGMA/1 Resort 11 Lightsoft Mini 1 Cylindrical Bollard L141i PPH Lightsoft Mini 1 Cylindrical Bollard LIGHTING USA XDS1 Bravo Project: Indirect light-emitting bollard range. ' • • • Location: L m Smooth and sharp devised bollard family with Less than 0.1%copper content-Marine Grade 6060 extruded wonderful soft controlled lighting options. � &LM6 Aluminum High Pressure die casting provides excellent Catalog Number MODEL 0 mechanical Strength,clean detailed product lines and The innovative reflector technology of the Lightsoft bollard excellent neat dissipation. guarantees a high degree of efficiency and optimal visual FI Prenaint comfort.Lightsoft has been developed to have excellent Example:546-2LED14-BRZ-35K-24" S step izingad anteing sphateas well process zinc controlled downward li ht rovldin wldes acin ratios.It = = I deoxidizing and etching as well as a zinc and nickel phosphate 9 P 9 P 9 .* process before product painting. has three light shield accessories with different light Memory Retentive-Silicon Gasket distributions.The Lightsoft is available in a cylindrical or Providedempertur injection molded"fitfor con gaskets long squThe re Lightsoft design with two different with a uns. ique ORDERING EXAMPLE II ULH - 10583 - 14W -W30 - 02 - 120�277V - Options Maintains temperature memory retentive eat overyeats. The Lightsoft Bollard Comes standard with d Ur11gUe Maintains the gaskets exact profile and seal over years of use and compression. waterproof internal driver housing compartment that is • Simple rectilinear wet location wall sconce _ Thermal management situated at the top of the pole to stop water and dust from 1 y entering the electrical components.This fixture is supplied • Highly efficient fixture provides years of trouble free operation LM6 Aluminum is used for its excellent mechanical strength 9 P PP and thermal dissipation properties in low and high ambient completely wired with powercord and waterproof gland from ' ' �• temperatures.The superior thermal heat sink design by • Solid top restricts upward light pollution.Bottom lens standard Ligman used in conjunction with the driver,controls thermals the driver enclosure to the base of the bollard ensuring quick below critical temperature ll as p censure maximum trouble-free installation.Custom bollard heights are available, ® • Available in a variety of lengths f i r S t C i r C I e •: - luminous flux output,to well as providing long LED service life 7 • • • COLOR and ensuring lessthan 10%lumen depreciation at 50,000 please specify. hours. Color temperature 2700K,3000K,3500K and 4000K. • Standard 0-10V dimming driver.120-277V MVOLT •• s�rce suppression Custom wattages can be provided to suit customer and Title 4w coe w17-z7ooK 01-BLACK RAL 9011 lzo/z77v • Listed and approved for wet locations Standard 10kv surge suppressor provided with all fixtures. 24 requirements.(Specify total Watts perflxture) 447 Lumens W30-3000 1 02-DARK GREY RAL 7043 I_ Other-Specify • Meets all ADA requirements Dimensions aO-Rating All Ligman fixtures can be manufactured using a special W35-3500K 03-WHITE RAL 9003 �[ BO-U3-GO 9 9 P • Manufactured in the USA 3187 Airwa Avenue Buildin C. 1I pre-treatment and coating process that ensures the fixture W40-4000K 04-METALLIC SILVER RAL 9006 Width Height Death Y g 4,6" All Ligman products gothrough an extensive finishing process can be installed in natatoriums as well as environments with 05-MATTE SILVER RAL 9006 4" that Ind Udesfettling to improvetadherence. hi g 06-LIGMAN BRONZE h concentrations of chlorine or salt and still maintain the 5 6" 16" 4" Costa Mesa, CA 92626 pain year warranty.For this natatorium rated process please MC O Paint Simplistic in design,this luminaire will not overpower the space 949.681.0500 www.firsteireledesi(yn.eom UV Stabilized 4.9Milthick powder coat paint and baked at 200 specify NAT In OPYIOns. 07-CUSTOM RAL 6" 24" 4" www.firstcircledesign.com C.This process ensures that Ligman products can while providing an exceptional amount of light.The ability to Wl withstand harsh environments.Rated for use in natatoriums. INSPIRED BY NATURE FINISHES H 6" 36" 4" qqM customize this length,at a reasonable price,makes this fixture Inspired by Nature Finishes DDITIONAL OPTIONS SW01-OAK FINISH perfect for entrances or lobbies. 39.3" The Inspired by nature Finishing is a unique system of •• decorative powder coating.Our metal decoration process can asily transform the appearance of metal or aluminum product S W02-WALNUT FINISH Natatorium Rated into awood grain finish. NAT- SW03-PINE FINISH beautiful and intelligent lighting design This patented technology enables the simulation ofmod HGT-Custom Bollard Height[Specify HGT=XX"] 4"-i P 9Y grain, OF-DOUGLAS FIR FINISH I� and even marble or granite finish through the use of decorative DIM-0-10v Dimming _W_ BI.6" powder coating. CW-CHERRY WOOD FINISH THERE IS ANADDITIONAL _ COST FOR THESE FINISHES 2 3° The wood grain finish is so realistic that it's almost NW-NATIONAL WALNUT FINISH undistinguishable from real wood,even from a close visual 0.4" inspection. The system of coating permeates the entire SU01-CONCRETE FINISH thickness of the coat and as a result,the coating cannot be SU02-SOFTSCAPE FINISH ) A 4"octagonal junction box should be used for installation All drawings,designs,specifications,and copies hereby furnished removed by normal rubbing,chipping,or scratching. • - SU03-STONE FINISH MC=Mounting Center,located at tenter of fixture Unless noted otherwise by first circle design,inc.are sole and exclusive property of first The[Dating Oroce After pre-treatment the prepared pans are powder coated with SU04-CORTEN FINISH I�a specially formulated polyurethane powder.This powder Ordering;Information/Options circle design,inc.as an instrument of service. They are to be used provides protection against wear, abrasion, impact and d coratio corrosion nd acts as the relief base color for the finalized metal Model Length watts Finishes Options Length in regard to this project and no other. They shall not be reproduced, The component is then wrapped with a sheet of non-porous 546 16" 1LED9 1100 Lumens MVOLT WHT White Bc Bottom Metal Cover 724" 24 nor disclosed to others without written consent. first circle design, film with the selected decoration pattern printed on it using special hightemperature inks. inc.is responsible for visual aspects of the project only,and it is This printed film transfer is vacuum-sealed to the surface fora 1LED14 1550 Lumens BLK Black PC Photo Cell understood that all specifications relate solely to the appearance of ompletethermo prnt and then transferred in[oacus[omized1LED19 2000 Lumens SAL Silver 30K 3000 Kelvin Tem erature over The oven transforms the ink into different forms within P - - the paint layer before it becomes solid.Finally,the film is the design and not to matters of safety and code compliance. removed,and a vivid timber look on aluminum remains. 24" 2LED9 2200 Lumens MVOLT BRZ Bronze 35K 3500 Kelvin Temperature Wood grain coating can create beautiful wood-looking products of any sort. There are over 300 combinations of designs 2LED14 3100 Lumens BA Brushed Aluminum 40K 4000 Kelvin Temperature currently in use. Wood grains can be made with different colors,designs,etc. 2LED19 4600 Lumens IEM Integral Emergency Pack Our powder coatings are certified for indoor and outdoor r� applications and are backed by a comprehensive warranty. �i II 36" 2LED14 3100 Lumens MVOLT These coatings rise to the highest conceivable standard of performance excellence and design innovation. y; 2LED19 4600 Lumens Added Benefits �I •Resistance to salt-acid room,accelerated aging •• •Boiling water,lime and condensed water resistant _Anti-Graffiti,Anti-Slip,Anti-Microbial,Anti-Scratch ©2023 first circle design, Inc. •Superdurable toxic)istant) _ More Custom Finishes Available Upon Request •TGIC free(non-toxic) -• p q Hardware consult factory for pricing and lead times Provided Hardware is Marine grade 316 Stainless steel. Anti Seize Screw Holes Tapped holes og are infused with a special anti seize compound ., 0 MEN MEN MEN designed to prevent seizure of threaded connections,due to electrolysis from heat,corrosive atmospheres and moisture. Crustal Clear Low Iron Glass Lens Oak Cherry Beech Carbon FOR DESIGN INTENT ONLY Provided with tempnenglass tinge.stntcrystal dearlow iron M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ glass ensuring no green glass tinge. NOT FOR CONSTRUCTION Optics 8 LED Precise optic design provides exceptional light control and Walnut Chestnut Bamboo Galvanized precise distribution of light.LED CRI>80 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ PHONE:509.924.0243 www.indessa.com LumenB10at5,000h hours Life r WET All drawings must be reviewed and approved b a licensed L80/B10 achieve hoftheiriomeans that lux)at least 90%of the Example:Inspired by Nature Finish L6rAT10N 9 pp Y ",rre,. °. [a0onsw ino0 uc°n�.r a,PSI'"omD�tina�croieee80%of theimosginal I.LED"flua) tea° e"IS R°°'=„Ce Pine Mahogany Birch Steel EF�I/) Indessa Lighting reserves the right to make design revisions without prior notice. electrical engineer. All equipment must be installed by a licensed e us pd. electrician in accordance with all applicable local codes and the National Electric Code. WDGE1 LED Catalog • • To see complete photometric reports or download.ies files for this product,visit the Lithonia Lighting WDGE LED homepage. • . Number • Tested in accordance with IESNA LM-79 and LM-80 standards. Architectural Wall Sconce Lumen Output Notes LEGEND Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown, 3 M H within the tolerances allowed by Lighting Facts.Contact factory for performance data on any configurations not shown here. 0.25 fc TITLE A 7�1,,gA REVISIONS 20 II :1 I III :1 II :I �I 'III :I I III :1 0.5 fc H 1.0 fc � - NO. DATE DESCRIPTION l T Fe abl.y o.rn�.s over the pc�P osee aL'r Fa. .e e,t �_�,s. ,. VF 1,120 112 0 0 0 1 1,161 1 116 0 0 1 0 1 1,194 119 0 0 0 1,227 123 0 0 0 1,235 123 0 0 0 3.0fc 1 M H Resort II Introduction P1 10W VW 1,122 112 0 0 0 1,163 116 0 0 0 1,196 120 0 0 0 1,229 123 0 0 0 1,237 124 0 0 0 --- --- --- XWM1 The WDGE LED family is designed to meet AN OF 1,806 120 1 0 0 1,872 125 1 0 0 1,925 128 1 0 0 1,978 132 1 0 0 1,992 133 1 0 0 MH=Bft - specifier's every wall-mounted lighting need in P2 15w Grid=6ftx8ft VW 1,809 120 1 0 0 1,876 125 1 0 0 1,929 128 1 0 0 1,982 132 1 0 0 1,996 133 1 0 0 WDGE1 LED P2 40K BOCRI VW WDGE1 LED P2 40K 80CRI VF D2 a widely accepted shape that blends with any E4WH-4W Emergency Battery Backup PBBW-Surface-Mounted Back Box Specifications architecture.The clean rectilinear design comes Use when there is no junction box available. Depth(D1): 5.5" in four sizes with lumen packages ranging from D=8" D-1.75" P 1,200 to 25,000 lumens,providing true site-wide H-8 H=s" Depth(D2): 1.s° H solution. Electrical Load Lumen Multiplier for 90CRI Lumen Output in Emergency W=g" Height: 8" Mode(4000K,80 CRI) . - . - • . . W=9" WDGE1 delivers up to 2,000 lumens with a soft, Width: 9" non- ixelated light source,creating a visually I I: I 2A 0.94s p g g y ®® I I r Emergency Battery Backup Weight: VF 646 (without options) 9 Ibs comfortable environment.The compact size of PI 10W 0.082 0.049 0.043 0.038 OK 0.867 E4WH VW 646 The emergency battery backup is integral to the luminaire-no external housing required!This design provides reliable emergency operation while W ZD1- WDGE1,with its integrated emergency battery 13W 0.046 35K 0.845 maintaining the aesthetics of the product.All emergency battery backup configurations include an independent secondary driver with an integral relay to backup option,makes it an ideal over-the-door immediately detect loss of normal power and automatically energize the luminaire.The emergency battery will power the luminaire for a minimum duration 15W 0.132 0.081 0.072 0.064 -- 40K 0.885 wall-mounted lighting solution. Pz of 90 minutes(maximum duration of three hours)from the time normal power is lost and maintain a minimum of 60 of the light output at the end of 18W -- -- -- 1 0.056 SOK 1 0.898 1 90minutes. 919.71 Applicable codes:NFPA 70/NEC-section 700.16,NFPA 101 Life Safety Code Section 7.9 The example below shows illuminance of 1 fc average and 0.1 fc minimum in emergency mode with E4WH and VF distribution. Lumens 4111 1' 1' Lumen Ambient Temperature(LAT)Multipliers Projected LED Lumen Maintenance AWS-3/8inch Architectural Wall Spacer WDGEI LED 4W -- -- 1,200 2,000 -- -- -- -- Use these factors to determine relative lumen output for average ambient Data references the extrapolated performance projections for the platforms noted in a 25°C temperatures from 0-40°C(32-104°F). ambient,based on 10,000 hours of LED testing(tested per IESNA LM-80-08 and projected per ® D=0.38" WDGE2LED 10W 18W Standalone/nLight 1,200 2,000 3,000 4,500 6,000 IESNATM-21-11). 15' To calculate LLF,use the lumen maintenance factor that corresponds to the desired number of 1.0 fc avg. H=4.4" WDGE3 LED 15W 18W Standalone/nLight 7,500 8,500 10,000 12,000 operating hours below.For other lumen maintenance values,contact factory. 0°C 32°F 1.03 o.t fc W=7.5" WDGE4LED Standalone/nLight 12,000 16,000 18,000 20,000 22,000 25,000 r r 0 25,000 50,000 100,000 10°C 50°F 1.02 r 1.0 >0.96 >0.95 >0.91 20°C 68°F 1.01 z6' • EXAMPLE:WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD Grid=10k x 10k " 25°C 77°F 1.00 6 30°C 8 °F 0.99 C F 0.9 WDGE1 LED xx 40K 80CRI VF MVOLT E4WH FEATURES&SPECIFICATIONS Distribution 0 DATE: 10.31.2023 INTENDED USE INSTALLATION WDGEI LED Pl 27K 2700K 80CRI VF Usual comfort forward throw MVOLT Shinged included Common architectural look,with clean rectilinear shape,of the WDGE LED was designed to A universal mounting plate with integral mounting support arms allows the fixture to CHECKED: FCD P2 lvw Usual comfort wide 3472 SRM Surface mounting bracket blend with any type of construction,whether it be tilt-up,frame or brick.Applications include hinge down for easy access while making wiring connections.The 3/8"Architectural Wall commercial offices,warehouses,hospitals,schools,malls,restaurants,and other commercial Spacer(AWS)can be used to create a floating appearance or to accommodate small 35K 3500K ICW Indirect Canopy/Ceiling Washer bracket(dry/damp locations only), buildings. PO Dual Switching(DS)Option imperfections in the wall surface.The ICW option can be used to mount the luminaire 40K 4000K P inverted for indirect lighting In dry and dam locations.Design can withstand u to a 1.5 G DRAWN: FCD Shipped separately CONSTRUCTION 9 N Y P 9 P The dual switching option offers operational redundancy that certain codes require.With this option the luminaire comes integrated with two drivers and The single-piece die-cast aluminum housing integrates seconds heat sinks to optimize vibration load rating per ANSI C136.31. 50K7 SOOOK9 9 secondary P AWS 3/8inch Architectural walls spacer p two light engines.These work completely independent to each other so that a failure of any individual component does not cause the whole luminaire to thermal transfer from the internal light engine heat sinks and promote long life.The driver LISTINGS PBBW Surface-mounted back box(top,left,right conduit entry)Usewhen go dark.This option is typically used with a back generator or inverter providing emergency power. is mounted in direct contact with the casting for a low operating temperature and long life. CSA certified to U.S.and Canadian standards.Luminaire is IP66 rated.PIR options are there is nojunction box available. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out rated for wet location.Rated for-40°C minimum ambient.DesignLights Consortiuml(DLC) Applicable codes:NFPA 70/NEC-section 700.16,NFPA 101 Life Safety Code Section 7.9 moisture and dust,providing an IP66 rating for the luminaire. Premium qualified product and DLC qualified product.Not all versions of this product may FINISH be DLC Premium qualified or DLC qualified.Please check the DLC Qualified Products List Exterior painted parts are protected by a zinc-infused Super Durable TGIC thermoset at www.designlights.org/QPL to confirm which versions are qualified.International Dark- powder coat finish that provides superior resistance to corrosion and weathering.A tightly Sky Association(IDA)Fixture Seal of Approval(FSA)is available for all products on this controlled multi-stage process ensures a 3 mils thickness for a finish that can withstand page utilizing 2700K and 3000K color temperature only and SRM mounting only. extreme climate changes without cracking or peeling.Standard Super Durable colors BUY AMERICAN ACT E4WH' Emergency battery backup,Certified In CA Title 20 MAEDBS(4W,0°C min) DDBXD Dark bronze DDBTXD Textured dark bronze include dark bronze,black,natural aluminum,sandstone and white.Available in textured Product with the BAA option is assembled in the USA and meets the Buy American)government PEI Photocell,Button Type DBLXD Black DBLBXD Textured black and non-textured finishes. procurement requirements under FAR,DFARS and DOT regulations. DS Dual switching(comes with 2 drivers and 2 light engines,see page 3 for details) DNAXD Natural aluminum DNATXD Textured natural aluminum OPTICS Please refer to www.acuitybrands.com/buy-americanfor additional information. DMG 0-10V dimming wires pulled outside fixture(for use with an external control,ordered separately) DWHXD White DWHGXD Textured white Well crafted reflector optics allow the light engine to be recessed within the luminaire, WARRANTY providing visual comfort,superior distribution,uniformity,and spacing in wall-mount 5-year limited warranty.This is the only warranty provided and no other statements in BCE Bottom conduit entry for back box(PBBW).Total of4 entry points. DSSXD Sandstone DSSTXD Textured sandstone applications.The WDGE LED has zero uplight and qualifies as a Nighttime Friendly- this specification sheet create any warranty of any kind.All other express and implied BAA BuyAmerica(n)Act Compliant product,meaning it is consistent with the LEEDO and Green GlobesT"'criteria for warranties are disclaimed.Complete warranty terms located at: eliminating wasteful uptight. w-.acuitybrands.com/support/warranty/terms-and-conditions Accessories NOTES ELECTRICAL orderedandshi 1 50K not available in 90CRI. 4 PE not available with DS. Note:Actual performance may differ as a result of end-user environment and application. ppedseParatey. Light engine consists of LEDs mounted to metal-core circuit boards to All values are designor typical values,measured under laboratory conditions at 25°C. WDGEAWS DDBXD WDGE3/8inch Architectural Walls Spacer(s eci finish) 2 347V not available with 5 Not qualified for DLC.Not maximize heat dissipation and promote long life(up to L91 /moire hours at with bu The tyP ry P P fY E4WH,DS or PE. available with E4WH. Specifications subject to change without notice. PROJECT TITLE. WD6EIPBBW DDBXD U WDGE1 surface-mounted back box(specify finish) 3 E4WH not available with electronic driverhas, power factor of minimum Ca QO%.Luminairecomeswithbuiltin PE or D5. 6kV surge protection,which meets a minimum Category Clow exposure(per ANSI/IEEE C62.41.2).Fixture ships standard with 0-10v dimmable driver. L/THON/A COMMERCIAL OUTDOOR One Lithonia Way• Conyers,Georgia 30012• Phone:1-800-705-SERV(7378)• www.lithonia.com WDGE1 LED B 2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 L/THON/A COMMERCIAL OUTDOOR One Lithonia Way• Conyers,Georgia 30012 • Phone:1-800-705-SERV(7378) • www.lithonia.com WDGE1 LED L/THON/A One Lithonia Way• Conyers,Georgia 30012 • Phone:1-800-705-SERV(7378) • www.lithonia.com WDGE1 LED L/THON/A One Lithonia Way• Conyers,Georgia 30012• Phone:1-800-705-SERV(7378) • www.lithonia.com WDGE1 LED L/GHT/NG yg vf. 11 COMMERCIAL OUTDOOR '. COMMERCIAL OUTDOOR RESORT L/GHT/NG ©2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 L/GHT/NG ©2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 L/GHT/NG ©2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 AT EMPIRE LAKES PHASE II PA N 12 PROJECT LOCATION: RANCHO CUCAMONGA, CA PROJECT PHASE: DESIGN DEVELOPMENT SHEET TITLE: LIGHTING CUTSHEETS LT1 -01 -3 SCALE: 1" = 301 FCD JOB#: FCD-2258 FOR DESIGN INTENT REFERENCE ONLY NOT FOR CONSTRUCTION BENCHMARK CITY OF RANCHO CUCAMONGA wFwwu8LioI I WFOONIII&W BENCHMARK NO.AB8218 DESCRIBED BY METRO WATER DISTRICT S CALIFORNIA 1994 (JOG) DETAILED SITE PLAN ARROW ROVTE CUCAMONGA, FROM THE INTERSECTION OF INN TERSTATESTATE 1 10 AND HAVEN AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 4TH STREET o p PROCEED EASTERLY ALONG 47H STREET TO MILLIKEN AVENUE,PROCEED o i NORTHERLY ALONG MILLIKEN AVE TO A.TSF. (METROLINK) ENTRACE, FOR I 3 PROCEED TO PASSENGER BOARDING PLATFORM,20 FEET(6.1 M)NORTH TRACT NO. 20688 61H si. OF NORTH CURB OF PARKING LOT 73 FEET(22.3 M)NORTHEAST OF W POWER POLE NUMBER 1377470E, 7 FEET(21 M)EAST OF THE WEST FOR CONDOMINIUM PURPOSES <w sc =' saN ecaNaaoao air SIDE OF PLATFORM, SET 3-1/4 MWDSC BRASS DISK STAMPED OF H 1. FLA7FORM,APPROXIMATELY 10 FEET(3.0 M)HIGHER THAN THE PARKING INcaN cWplee a�°s O LOT SURFACE.REFERENCE MWD FB 2002 02 007. VALL ELEVATION 1128.97'NA VD 88 10 FREEWAY PUBLIC/PRIVATE RESPONSIBILITY 1 PROPOSED PUBLIC FACILITIES VICINITY MAP CUCAMONGA VALLEY WATER DISTRICT N.T.S. PROPOSED PRIVATE FACILITIES(HOA MAINTAINED): LOT SUMMARY • PRIVA IE STORM DRAIN,SEWER,AND WATER WITHIN ALL ACREAGE SUMMARY ALLEYS • PRIVATE STREET LIGHTS ALLEY5/57REET5 AND PARK GROSS ACREAGE: 3.18 AC • PRIVATE WOMP BMP'S GROSS PARK ACREAGE: - NOT/F/CATIONS Mixed Use Overlay Zone NET PARK ACREAGe - CONRACTOR SHALL N077FY THE FOLLOWING U77LI77ES OR AGENCIES AT LEAST p Circle from ROW NET ACREAGE 3.18 AC 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION Blue Circle Designates Potential Live/Work Units PROPOSED UNITS 75 ELECTRICITY&GAS UNIT 1 14 A.ELECTRICITY SOUTHERN CALIFORNIA EDISON......................(800)655-4555 GARAGE PARKING 28 B.RANCHO CUCAMONGA MUNICIPAL UTILITY............................(909)919-2612 DRIVEWAY PARKING: - C.SOUTHERN CALIFORNIA GAS-RESIDEN77AL.......................(800)427-2200 _W UNIT 2 17 o w��-w D.SOUTHERN CALIFORNIA GAS-COMMERCIAL GARAGE PARKING 34 .....................(800J 427-2200 \�w® ._ � 7Hf RESORT PARKWAY Z�,✓ ivrcmnro•�onu,®.o DRIVEWAY PARKING: 2 WATER&SEWER `RFc aec acC arc sec �'� R11c -arc eec o Fr. UNIT 3 21 E.F. CUCAMONGA VALLEY WATER MUNICIPAL WCTERDISRICL...........(909 969 7911 `If w -----_-- ---- -- _-------- --------------------- - r_ 1---- - GARAGE PARKING 42 LLEY SAN ( ) ( ) DRIVEWAY PARKING 2 G MEROPOLITANAWATER DISTRICT(A40 CVWD 909 593 7474 ' ' ' s UNIT 4 23 .................. ; -- Ali GARAGE PARKING 46 CABLE TV / ijr GGn I� _ DRIVEWA Y PARKING: - H.TIME WARNER/ADELPHIA CABLE.__...__...__..........__...__....(888)892-2253 J,A, 1� c Ir - TOTAL UNITS 75 I. CHARTER COMMUNICATIONS...................................._............(866)499-80801, p ,1 A p 1, 1, 1, p p1, p 1, App }II II �II 11 11 II II II II II II II II IIII I0 A II C �Op \\ DENSITY., 23 DU/AC FRONTIER COMMUNICA77ONS.................................................(877)908-1288 C 11 I 1 I ' 1 ' 1' 1 ' 1 I 1 ' 1 I 1 11I 1 ' 1 11 11' / 1I1 11I1 11/ 1 / 1I1 11/ 1 K REFUSE BURRTEC DISPOSAC..............................................._(909)987-3717 u u L u u u u u u u uu u u u u u u u u u u u u u C • ' PARKING SUMMARY,PER CITY OF DEVELOPMENT CODE DOTING LAND USE C w w Fw w wFww w w Flo: RA 1764.050-1 RANCHO CUCAMONGA VACANT IL� REQUIRED(2/DU) 150 PROPOSED LAND USE C - = i REQUIRED VSITOR(1/5 DUs) 5 RESIDENTIAL/SINGLE FAMILY/CONDO & it ' III�� J REQUIRED TOTAL 165 ADA CENT LAND USE C C C o PROVIDED GARAGE: 150 NORTH: VACANT 4 SOUTH: VACANT - PROVIDED DRIVEWAY.. i EAST VACANT PROVIDED ON-STREET.. 39 WEST. VACANT SCHOOL DISTRICT 6 .,. A i 1 PROVIDED ON SITE. 0 A ♦ 4 A _ __ a gg to PROVIDED T07AL: 193 CUCAMONGA SCHOOL DISTRICT C R e T , n C J L n 9 A 7 n n , n LOT COVERAGE LEGAL DESCRIPTION IELL TOTAL BUILDING COVERAGE=64,78z62 SF LOT 7 OF TRACT NO 20440, IN THE CITY OF RANCHO A p n, 1 TOTAL PRIVATE PA AO COVERAGE= 11,366.90 SF CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF - I1 11 n A A A A A A A A j A A A A A A A A C _ TOTAL BUILDING+PA7/O=76,15A52 SF CALIFORNIA, AS PER MAP FILED IN BOOK XXX, PAGES XX II II II II II II II 11 11 II II II II II /1 /I TOTAL SITE=138,605.61 SF THROUGH XX OF TRACT MAPS,IN THE OFFICE OF THE RECORDER D u u w u u TOTAL LOT COVERAGE=0.55 OF SAID COUNTY. J ASSESSOR'S PARCEL NO. c w vw w w w w " - LEGEND 1118-421-01 , �`g - - EXIS77NG RIGHT-OF-war/ _ - - a r. TRACT BOUNDARY DEVELOPER/OWNER n n n n 777 777 7777 n n �I 11 n n n n n n n n n n , EXISTING EASLOTEMENT MEN LINE SC RANCHO DEVELOPMENT CROP. � � w S I I 1, C � , � � - EXISTING EASEMENT ----- 1156 N.MOUNTAIN AVENUE C SI V V V V V V V V V V v v v v V V V V V V I� �� PROPOSED SLOPE -�� -�2:1 MAX UPLAND, CA 91786 Y C I� ENGINEER pgoFESSI0N9 — PROPOSED RETAINING WALL K&A ENGINEERING,INC PROPOSED STORM DRAIN — 357 N.SHERIDAN STREET,SUITE 117 CORONA, CA 92878l ` PROPOSED DOMESTIC WATER W No.55534 / AMIR H FALLAHI,P.T. PHONE(951)279-1800 6.111 PROPOSED FIRE WATER EW 0 _mixed use overlay zoee PROPOSED SEWER s 200.37ft o PROPOSED AC PA VEUENT BASIS OF BEARING ® ® w w w w w w $STREET w w w BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET - - - - - _- - - - - -- - - - _ _ ADA POT ■---------- BETWEEN CLEVELAND AVENUE AND MILIKEN AVENUE BEING NORTH s s �) s s s s _ s s s ADA UNIT 8936'41"WEST ecc aEc �cc arc Rac I - � PROPOSED MAILBOX I II-Q_II �- PROPOSED UNIT COUNT DESCRIPTION OF REVISION DATE CIIV APPROVED CITY OF RANCHO CUCAMONGA TITLE SHEET DETAILED SITE PLAN ��T TRACT 20688 Qµ0FE5SIpNq DIAL 1W0 WORKING F4<,e"c DESIGN 1 5U�'SHERIDAN STREET RECOMMENDED BEFORE "" DAY$BEFORE Q No.55534 z ARA,PY,ZH CORONA,CALIFORNIA 92880 YOU DIG YOU DIG SCALE DRAWN TEL(951)279-1800 SHEET +t * En EAY 1)279-4380 i 3 ARA,PY,ZH 0 30 60 90 120 9r a� CHECKED Rcc ND. TOLL FREE DIAL 811 sr fO A PUBLIC SERVICE FCAt\FO v �� 55534 DRAWING NO VICE BY UNDERGROUND SERVICE ALERT GB DATE FILE N0. q:x lunwVrvmx••a,•.r1o.Lw.e sire Ia,M x Ror)lx-RN-eev-m iaae-I a t m x L s•,.ax Z441 xu M vlwL.a 1)4/mr x 4 vu ex Any ems C/TY OF RANCHO CUC MONGA W FOOTHILL BLVD W FOO TH/U BLVD Q ARROW ROUTE LINE OF 51GHT EXHIBIT Q z o FOR m Q S 6TH T TRACT NO. 20688 FORCONDOMINIUM PURPOSES 47H Sr SAN BERNARDINO AVE vV I � :7z_ INLAN EMPIRE ��O s VALLEY BLVD I o V o I I V I I 10 FREEWAY I I 01 J L J VICINITY MAP J dOIS dOIS N.T.S. ' / I LEGEND EXISTING RIGHT-OF-WAY/ ° o �; — — _ TRACT BOUNDARY i, - - - - - - - - - - - - - - - - - - 7 LINE-OF-SITE — — — — — — — — — 1 ID 1 1 J 0 _ c� r, THE RESORT PARKWAY _ _ _ _ _ I NOTE.' _ PUBLIC STREET TO BE DEDICATED TO THE OTY ` r � **LOCAL STREET LINE-OF-SIGHT SHOULD NOT APPLY TO 20' WIDE I/ • • • 6T==�—OL—=A PR/VA TE ALLEYS AS THESE INTERIOR PR/VA TE ALLEYS ARE NOT O j EX. RIGHT OF ND WAY/ HEA V/L Y TRANS/FED AND SHOULD NOT EXCEED LOCAL STREET ----- --- TRAcreouNDARY DESIGN SPEEDS. ADDITIONALLY, THE SPECIFIC PLAN ALLOWED FOR ° - - p L X — /� O-FOOT SETBACK FROM BUILDING FACE TO BACK OF CURB AT HFI4 rc: ALLEY/PRIVATE DR/VE-AISLE INTERSECTION PER THE RESORT SPECIFIC PLAN PA 1B FIGURE 9.15. 0 A A A A A A A A A A A A A A A A A A A A A A A A A A AA � I C � S10P C C nn nL r&inn nn L�1� nL1 nn L�L� nn nn LL nn 8' I C � A C 1 20 C � CAI C � C � C D C C CILJIL I_ C � I E:V Up LLIE: I C ��a o A A A A A A A A AA AA a AA AA AA A A C � • nn nn nn L�L� nuo n 8' L �a ` I ' J I nn nn nn nn nn nn nn nn nn nn nn nn nn nn 1 I c � I VV VV VV VV VV VV VV VV VV VV VV VV VV VV I C � dOIS i C � dOIS o 1 3 EX I I • EX. RIGHT OF WAY/ / - F).Jr4 TR i CT BOUNDA i 6 5, \ 1 4,1 - - - 7 EGRESS LOS - 014:L I 'B'STREET -- l oo EGRESS L OS ��- — — PU MSTREEr TO m — ' 100 o - - 200' - - ��200'- - r - DmIG,FTO THE 200' - - - 200' -Ll - — — — — — —O O O - - ' — SCALE.- 1"=30' I 0 30 60 90 120 I � I �I I I I I I ' DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA I LINE OF SIGHT EXHIBIT p 0 TRACT 20688 o o0 ESS/g/V DIAL TWO WORKING �� " F4<<9ti�Z DESIGN ', �57�1��ERIDAN STREET RECOMMENDED rTl ARA, PY, ZH CORONA, CALIFORNIA 92880 BEFORE DAYS BEFORE No. 55534 DRA WN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG * * En,' 1) 279-4380 TOLL FREE DIAL 811 sT9TFOFCA�F �\P CHECKEDPY, ZH OF 55534 DRAWING N0. 'A PUBLIC SERVICE BY R.C.E. No. UNDERGROUND SERVICE ALERT GB DATE FILE NO. Drawing: R:t'325706tExhibit�Line of Sight�TTM 20688 — LOT 7�706— EXTI — TTM 20688— LINE OF SIGNTdwg Layout: 24x36 L Saved. 21114112024 3:19 PM Plotted: 21/14/2024 3.19 PM By. Arturo Romero DESIGN REVIEW COMMENTS September 17, 2024 7:00 p.m. Bond Mendez, CPD, Associate Planner 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. Site Characteristics and Background: The project site is part of a 160-acre property that was formerly developed with the privately owned and operated Empire Lakes Golf Course and within the Empire Lakes Specific Plan (the "Specific Plan"). The golf course was closed in mid-2016 following City Council approval to develop a new mixed-use, transit-oriented Development (The Resort) regulated by two separate specific plans, Resort South Specific Plan and Resort North Specific Plan. The Resort North Specific Plan is located north of 6th Street and south of the BNSF/Metrolink right of way and has been rough graded with a combined area of approximately 91 acres of land. The subject project site has an area of approximately 3.4 acres of land with the Resort North Specific Plan and is Parcel 1 of Tract 20440. Land Uses: The existing Land Use, General Plan, and Zoning Designations for, the project site and the surrounding properties are as follows: Land Use General Plan Zoning Site Vacant Land City Center Village Neighborhood (Planning Area N14 North Vacant Land City Center Village Neighborhood (Planning Area N15 South Condominiums Urban The Resort Specific Plan (Planning Area 1A) Neighborhood East Apartments City Center Center 2 CE2 West Vacant Land City Center Village Neighborhood (Planning Areas N12 and N13) Project Overview: The project is for the development of 84 for sale multi-family townhouse units. The Resort North Specific Plan is divided into nineteen (19) planning areas broken into 4 Placetypes. The project site is within the planning area N-14 and the Village Neighborhood (VN) Placetype. The site is also partially within the Mixed-Use Overlay along the 6th Street alignment. The specific plan provides flexibility in location of the non-residential land uses as long as the target square footage of non-residential land use is met. Architecture, Building Plotting, and Site Layout: The Specific Plan encourages the use of multiple architectural design themes throughout the Specific Plan area. The Specific Plan provides standard characteristics that should be incorporated into the architecture to ensure that the proposed design is consistent with the selected design theme. The applicant has chosen two architectural design themes: Prairie and Contemporary. Design elements include tile roofs, cement siding and panels, stone veneer, and stucco to reinforce the specific architectural style. DRC COMMENTS DR DRC2023-00331 — LEWIS MANAGEMENT CORP September 17, 2024 Page 2 The materials are carried to each elevation to emphasize the chosen architectural theme and building articulation. In turn, each architectural theme is distributed throughout the plan area to create a varied street scene. T - WN Prairie r■ y i, y 1 ti. Contemporary DRC COMMENTS DR DRC2023-00331 — LEWIS MANAGEMENT CORP September 17, 2024 Page 3 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 BUILDING 13 BUILDING i rs>Rur h L n A� ° KM I I I it r � ' r , r BUILDING B .- BUILDING 7 BUILDING fi BUILDING S BUILDING BIJ VG3 BUILDING Architectural Theme Distribution The Specific Plan has a stated goal that building massing and design should reinforce the pedestrian scale of the adjacent street. The proposed three-story buildings are all below 40 feet in height and are of a size and scale that does not overwhelm the adjacent public streets, pedestrian pathways, or paseos. The building massing includes extensive wall and roof plane articulation, creating visual interest to each building elevation. The front entrances to the individual units and the second story balconies face either the public street or a paseo, helping to activate the adjacent public spaces and providing an extra level of security (i.e., eyes on the street). The project consists of 58 two-bedroom units and 26 three-bedroom units that range in size from 1,153 to 1,701 square feet and are within 5, 6, 7, 8 and 9-unit buildings with optional flex ground floor spaces that can be used as a bedroom, home office or workspace. Each unit includes a private balcony with the minimum required depth of 5 feet. The units are generally plotted with the front entrances either facing a public street or a paseo interior to the project. Trash collection will take place in individual trash bins in fixed locations throughout the project site. UNIT SUMMARY Residential Unit Type Unit Size SF - Net Number of Units 2 Bedroom 1,153 to 1,553 SF 58 3 Bedroom 1,689 to 1,701 SF 26 Total Number of Units 84 Consistent with the requirements of the Specific Plan, the project will be an "open community." All streets within the interior of the project will be private and maintained by a homeowner's association. These streets, however, will be open to the public. Access into the project will be provided by private street connections from one adjacent streets (Street B) and from non-gated pedestrian access points. Landscaping features, including enhanced paving, planters, trees, bike racks and benches. or bollards, may improve pedestrian safety and use. Decorative paving is provided at each of the main pedestrian crossings throughout the project site. DRC COMMENTS DR DRC2023-00331 — LEWIS MANAGEMENT CORP September 17, 2024 Page 4 Compliance with Development Standards: The project was designed in compliance with Resort North Specific Plan for projects within the Village Neighborhood (VN) Placetype and shown in the following table: COMPLIANCE TABLE Development Standard Required Proposed Complies Residential Density 16 to 28 DU/AC 25 DU/AC YES Street Setback 0 to 10 Feet 10 Feet or Less YES Building Separation Across 26 Feet Minimum 31 Feet or greater YES Drive Aisles Interior/Rear Yard Setback 10 Feet 10 Feet or Greater YES Building Height 70 Feet Maximum Less than 40 Feet YES Open Space 150 SF/Unit Minimum 578 SF/Unit YES Parking: Section 9.3.5 (Parking Requirements) of the Specific Plan states that residential development with a density of 30 units/acre or less are required to provide parking consistent with the requirements described in Table 17.64.050-1 of the Development Code. The project has a proposed density of 25 dwelling units per acre and is made up of 84 units. The project is required to provide 168 resident parking spaces and 17 guest parking spaces, for a total of 185 overall parking spaces. The project provides 185 resident parking spaces. The Specific Plan allows for street parking spaces to be counted towards required parking spaces. The following table summarizes the required and provided parking spaces: PARKING ANALYSIS Number Square Parking Ratio Required of Units Footage Parking Multi-family Unit 58 N/A 2 Per Unit 116 (Two Bedrooms) (2 in Garage or Carport) Multi-family Unit 26 N/A 2 Per Unit 52 (Three Bedroom) (2 in Garage or Carport) Guest parking 84 N/A 1 Per 5 Units 17 DRC COMMENTS DR DRC2023-00331 — LEWIS MANAGEMENT CORP September 17, 2024 Page 5 Total Garage Parking Required (Covered) 168 Total Garage Parking Provided (Covered) 168 Street Parking Spaces 17 Total Parking Spaces Required 185 Total Parking Spaces Provided 185 Open Space and Recreational Amenities: Individual projects within the Specific Plan area are required to provide 150 square feet of a combination of private and common open space area per unit. The project provides private decks along with common seating and recreation areas that when averaged across the project total approximately 578 square feet per unit. Common open space areas include the community park and passive lawn areas totaling approximately 44,950 square feet. In addition to the project-specific open space amenities, the larger Specific Plan area will include common recreation facilities including pools/spas, fitness centers, parks, walking paths, and common gathering areas that are designed to meet the recreational amenity requirements that are generally required of multi-family projects within the City. These common recreational facilities areas are generally designed to be within close proximity to each of the residential developments throughout the larger project site. I rr n ti 1 t 63 Landscape Plan Walls/Fences: Onsite walls include street facing 36-inch-tall patio walls/fences along Street B, 6- foot-high fences around the park, and a combination freestanding/retaining wall along a portion of the north property line due to onsite grades. A stairway is provided along the north property line creating a link in the larger pedestrian network that will connect the project site to the larger Resort North Specific Plan area. DRC COMMENTS DR DRC2023-00331 — LEWIS MANAGEMENT CORP September 17, 2024 Page 6 Staff Recommendation: The project complies with the intent and development requirements of the Resort North Specific Plan and the Village Neighborhood (VN) Placetype. The buildings are placed close to the street, creating an urban street scene consistent with the standards set forth in the Specific Plan, pedestrian connections are provided throughout the project. Open space areas are dispersed throughout the project area and low-walled patios are provided along the adjacent streets. The buildings are well designed and varied in architecture including carrying materials to each elevation creating a varied street scene. 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: ❑x 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. El Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Bond Mendez, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Principal Planner Exhibit A— Project Plans r 4 T H E RES 0 RTP 4 IL eA ■ r IF Ar BMW 1 { n r PA N14 RANCHO CUCAMONGA., CALIFORNIA SHEET INDEX A-27 5-UNIT SECOND FLOOR PLAN I CONTEMPORARY A-64 9-UNIT ROOF PLAN ADAPTIVE PRAIRIE LEWIS MANAGEMENT GROUP A-28 5-UNIT THIRD FLOOR PLAN I CONTEMPORARY A-65 9-UNIT POTENTIAL SOLAR ADAPTIVE PRAIRIE 1 156 N. Mountain Avenue A-29 5-UNIT ROOF PLAN I CONTEMPORARY A-66 9-UNIT FIRST FLOOR PLAN CONTEMPORARY Upland, CA 91786 SITE UTILIZATION MAP A-30 5-UNIT POTENTIAL SOLAR CONTEMPORARY A-67 9-UNIT SECOND FLOOR PLAN I CONTEMPORARYLewis Tim.McGinnis@lewismc.com CONCEETUAL MASTER PLAN A-31 6-UNIT FIRST FLOOR PLAN ADAPTIVE PRAIRIE A-68 9-UNIT THIRD FLOOR PLAN I CONTEMPORARY (909) 946-7525 Direct SITE SUMMARY & PLOTTING A-32 6-UNIT SECOND FLOOR PLAN I ADAPTIVE PRAIRIE A-69 9-UNIT ROOF PLAN I CONTEMPORARY DETAILED SITE PLAN A-33 6-UNIT THIRD FLOOR PLAN I ADAPTIVE PRAIRIE A-70 9-UNIT POTENTIAL SOLAR CONTEMPORARY Of ' ' DETAILED SITE PLAN A-34 6-UNIT ROOF PLAN I ADAPTIVE PRAIRIE A-71 UNIT 1 ADPATIVE PRAIRIE DETAILED SITE PLAN A-35 6-UNIT POTENTIAL SOLAR ADAPTIVE PRAIRIE A-72 UNIT 2 ADAPTIVE PRAIRIE K&A ENGINEERING INC. DETAILED SITE PLAN A-36 6-UNIT FIRST FLOOR PLAN CONTEMPORARY A-73 UNIT 3 ADAPTIVE PRAIRIE _ 357 N Sheridan St # 117 A-37 6-UNIT SECOND FLOOR PLAN I CONTEMPORARY A-74 UNIT 3X ADAPTIVE PRAIRIE Corona, CA 92878 A-1 5-UNIT ELEVATION ADAPTIVE PRAIRIE A-38 6-UNIT THIRD FLOOR PLAN I CONTEMPORARY A-75 UNIT 1 CONTEMPORARY Phone: 951 .279. 1800 A-2 5-UNIT ELEVATIONS I ADAPTIVE PRAIRIE A-39 6-UNIT ROOF PLAN I CONTEMPORARY A-76 UNIT 2 CONTEMPORARY A-3 5-UNIT ELEVATION CONTEMPORARY A-40 6-UNIT POTENTIAL SOLAR CONTEMPORARY A-77 UNIT 3 CONTEMPORARY A-4 5-UNIT ELEVATIONS CONTEMPORARY A-41 7-UNIT FIRST FLOOR PLAN ADAPTIVE PRAIRIE A-78 UNIT 3X CONTEMPORARY A-5 6-UNIT ELEVATION ADAPTIVE PRAIRIE A-42 7-UNIT SECOND FLOOR PLAN I ADAPTIVE PRAIRIE A-79 DETAILS A-6 6-UNIT ELEVATIONS ADAPTIVE PRAIRIE A-43 7-UNIT THIRD FLOOR PLAN I ADAPTIVE PRAIRIE A-7 6-UNIT ELEVATION CONTEMPORARY A-44 7-UNIT ROOF PLAN I ADAPTIVE PRAIRIE COLOR SCHEMES SITESCAPES, INC A-8 6-UNIT ELEVATIONS CONTEMPORARY A-45 7-UNIT POTENTIAL SOLAR ADAPTIVE PRAIRIE 3190 AIRPORT LOOP DRIVE, SUITE B-2 A-9 7-UNIT ELEVATION ADAPTIVE PRAIRIE A-46 7-UNIT FIRST FLOOR PLAN CONTEMPORARY L- 1 CONCEPTUAL LANDSCAPE MASTER PLAN COSTA MESA, CA 92626 A-10 7-UNIT ELEVATIONS ADAPTIVE PRAIRIE A-47 7-UNIT SECOND FLOOR PLAN I CONTEMPORARY L-2 WALL & FENCE PLAN Phone: 949.644.9370 A-1 1 7-UNIT ELEVATION CONTEMPORARY A-48 7-UNIT THIRD FLOOR PLAN I CONTEMPORARY L-3 ENLARGEMENT PLAN - A-12 7-UNIT ELEVATIONS CONTEMPORARY A-49 7-UNIT ROOF PLAN I CONTEMPORARY L-4 SECTIONS A-13 8-UNIT ELEVATION ADAPTIVE PRAIRIE A-50 7-UNIT POTENTIAL SOLAR CONTEMPORARY PRELIMINARY LANDSCAPE PLAN N 14 & N 15 1+ A-14 8-UNIT ELEVATIONS ADAPTIVE PRAIRIE A-51 8-UNIT FIRST FLOOR PLAN ADAPTIVE PRAIRIE PEDESTRIAN CONNECTION ENLARGEMENTS A-15 8-UNIT ELEVATION CONTEMPORARY A-52 8-UNIT SECOND FLOOR PLAN I ADAPTIVE PRAIRIE CONCEPTUAL GRADING PLAN A-16 8-UNIT ELEVATIONS CONTEMPORARY A-53 8-UNIT THIRD FLOOR PLAN I ADAPTIVE PRAIRIE CONCEPTUAL GRADING PLAN �•� WOODLEY ARCHITECTURAL GROUP A-17 9-UNIT ELEVATION ADAPTIVE PRAIRIE A-54 8-UNIT ROOF PLAN I ADAPTIVE PRAIRIE TENTATIVE TRACT MAP 2943 PULLMAN STREET, SUITE A A-18 9-UNIT ELEVATIONS ADAPTIVE PRAIRIE A-55 8-UNIT POTENTIAL SOLAR I ADAPTIVE PRAIRIE PRELIM. WQMP SITE & DRAINAGE PLAN SANTA ANA, CA 92705 A-19 9-UNIT ELEVATION CONTEMPORARY A-56 8-UNIT FIRST FLOOR PLAN I CONTEMPORARY PRELIM. WQMP SITE & DRAINAGE PLAN Phone: 949.553.8919 A-20 9-UNIT ELEVATIONS CONTEMPORARY A-57 8-UNIT SECOND FLOOR PLAN I CONTEMPORARY CUT & FILL MAP woodley A-21 5-UNIT FIRST FLOOR PLAN ADAPTIVE PRAIRIE A-58 8-UNIT THIRD FLOOR PLAN CONTEMPORARY FIRE ACCESS PLAN archit�Ctural group,inc. A-22 5-UNIT SECOND FLOOR PLAN I ADAPTIVE PRAIRIE A-59 8-UNIT ROOF PLAN I CONTEMPORARY TRASH LOCATION PLAN A A-23 5-UNIT THIRD FLOOR PLAN I ADAPTIVE PRAIRIE A-60 8-UNIT POTENTIAL SOLAR CONTEMPORARY SITE LIGHTING PHOTOMETRIC STUDY A-24 5-UNIT ROOF PLAN I ADAPTIVE PRAIRIE A-61 9-UNIT FIRST FLOOR PLAN ADAPTIVE PRAIRIE LIGHTING CUTSHEETS A-25 5-UNIT POTENTIAL SOLAR ADAPTIVE PRAIRIE A-62 9-UNIT SECOND FLOOR PLAN I ADAPTIVE PRAIRIE LIGHTING CUTSHEETS Exhibit AA-26 5-UNIT FIRST FLOOR PLAN CONTEMPORARY A-63 9-UNIT THIRD FLOOR PLAN I ADAPTIVE PRAIRIE C/TY OF RANCHO CUCA MONGA W FO0THILL BL VD W FOO TH/U BL VD j Q ARROW ROUTE 51 TE U TIL IZ TION o Z Q FOR TRACT NO. 20440 - LOT 1 J Q 6TH ST I , T - 73 APN: 209-272-24 4rH sr. �SITE SAN BERNARDINO AVE � OWNER: FAIRWAY I N �. F STREET AREA = 5. 19 A C. BUSINESS CEN TER a INLAN EMPIRE LO �s VALLEY BLVD LAND USE. INDUSTRIAL I I 10 FREEWAY RIC W o W W W W oil — — — _ , I� �I VICINITY MAP — - — -—— - — _ — — — — L_'Zq7K__ N.T.S. .� �� "E" STREET IAREA = I - = ' I I I AREA = 1. 74 C. ; 11I I D 0.81 A C. s� - w s - W W o PN: 209-411- 18 I� ,I _ "�� STREET OWNER. CAB0T I V-CA L APN. 20 272 26 9 _ _ _ _ I OWNER. CUCAMONGA RAND USE.- INDUSTRIAL _ DEVELOPER/OWNER �iII COUNTY WA TER DIS TRI C T ♦ AREA = 6.30 A C. I - RF/ _ _ _ SC RANCHO DEVELOPMENT CROP. LAND USE. INDUSTRIAL ' ♦ I W W \ 1156 N. MOUNTAIN AVENUE UPLAND, CA 91786 �� JVT r DRJ�ILFR GOL-3--i �J UROr CONTACT PERSON: BEN CENDEJAS - - - - - - - - - ��(JOTJj�J 7J��JJj�J � r��IJFJRr� ��11�r�� , �, '/ GENERAL NOTES • I ,- i I .0 I /2 , / \ EXISTING ZONING: EMPIRE LAKES S.P. - u ♦ I I I I I PROPOSED ZONING: IASP SUBAREA 18 THE RESORT S.P. P.A. 1 B ♦ I I / I I I I FAREA = 4. 93 _ p EXISTING LAND USE. VACANT - FORMER GOLF COURSE r w I w r_ _ \Nv PROPOSED LAND USE. MEDIUM DENSITY RESIDENTIAL Q I D I LEGEND g - -TRACT BOUNDARY CQ 600 EXISTING RIGHT OF-WAY - - APN: 209-411-30 I QIAREA = 3.24 A C. a7I EXISTING LOT LINE OWNER: EMPIRE LAKES LLC I�Q I I LAND USE: INDUSTRIAL D pC AREA = J. AC. p 1 1 A A A EXISTING EASEMENT A A A A PROPOSED SLOPE �� 2:1 MAX p Q PROPOSED RETAINING WALL a - I I I 1 I I I w I o4 � � PROPOSED STORM DRAIN A A A PROPOSED DOMESTIC WATER W w � p w 4 o PROPOSED FIRE WA TER FW \ V V V V j APN: 209-272- 17 - PROPOSED SEWER s \ _ o V V VV APN: 209 272-25 OWNER. EMPIRE LAKES LLC ROfECT BOUNDARY / � boo-FOOTRADIus - - - - - - - - - OWNER: 6 TH & CLEVELAND LLC * - - I o LAND USE:MFR / LAND USE. INDUSTRIAL 7 APN: 209-411-29 OW I ER. W W A=3.36 AC. / /�EMPIRE LAKES LLC LA MD - - - 84 PROP. TO WNHOMES _ r� � USE. INDUSTRIAL \ C STREET 25 DU/AC 5 \ 6 A REA = 0. 75 A C. AREA = 0. 79 A C. o0 0 0 D� Q V V V I PROJECT BOUNDARY AREA 4 ' I 1. 17 AC. I / I AREA = 1.51 A C I A A AA A ' D / 3 _ A RE14 2.54 A C. APN: 209-41 -28WNER. 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OWNER. lNL FAIRWAY VIE OWNER: �N1/LLIKEN LLCI C/TY OF RANCHO CUCAMONGA _ LAND USE. SF LLC ANDS. COMME CI L \ LAND USE: MFR � � - - - - - - - - - - SITE UTILIZATION MAP p 0 \ TRACT 20440 - LOT 1 ��`�� N Fglly F�� DESIGN 357 N. SHERIDAN STREET RECOMMENDED z ARA, PY, ZH DIAL TWOW RKING _ 1 CORONA,7CALIFORNIA 92880 BEFORE DAYS BEFORE W N o. 55534 m ° YOU DIG YOU DIG \ * * DRA WN TEL. (951) 279-1800 SHEET TOLL FREE DIAL 811 � I / Engineering, Inc. FAX (951) 279-4380 \ sT CIV\\ �P ARA, PY, ZH 1 OF 1 A PUBLIC SERVICE BY _ i - - - - J I 9TFOFCA�� CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT , , - - � ' GB DATE IIJ12024 FILE NO. Drawing: R.�325706�Preliminory�Site Utilization Map�TTM 20440 LOT 1�706 — EXH — SITE UTILIZATION MAP — LOT Ldwg Layout 24x36 L Saved: 11312024 10:52 AM Plotted: 11,312024 10.53 AM By: Arturo Romero W FOOTHILL 8LVD I W FOG&14 8LVD CITY OF RANCHO CUC4MONGA ARROW ROUTE CONCEPTUAL P Z", FOR TRACT 20440 & 5U6SEQUENT CONDOMINIUM TRACTS I< 6TH ST. Lu 47H S7 SAN BERNARDINO AVE �C 5� ` ` 1 INLAN EMPIRE `s VALLEY L VAI CA JAYr r J A/LF9 GOLF r-JJR �r � . ,61 ,oFl�AY I /JJ�� r��/�_pJRJ r� 1 Al K—E, 3 _VICINITY MAP APN: 209-401-06 � I I � N.T.S. OWNER: GP T 7TH STREET � � � � � � � DEVELOPER/OWNER _IAPME LAND USE. INDUSTRIAL ; I-LI 7.l.� �- # � 11 RANCHO MOUNTDE AIN AVENUE CROP. 1156 N. MOUNTAIN AVENUE AREA = 17. 44 AC- 1 /AND I_E -• VACANT UPLAND, A 91786 BEN CENDEJAS FUTURE LAND USE- MIXED U5E OVERLAY/ MIXED USE GENERAL NOTES EXISTING ZONING.• EMPIRE LAKES S.P. OD U5E• VACANT 13 APN: 209-272-24 PROPOSED ZONING: IASP SUBAREA 18 - THE RESORT S.P. P.A. 1B OWNER: FAIRWA Y • � EXISTING LAND USE- VACANT - FORMER GOLF COURSE FUTURE LAND U5E RECREATION AREA = 5. 14 ACC BUSINESS CEN TER PROPOSED LAND USE: MEDIUM-HIGH DENSITY RESIDENTIAL fift Alm- — —_ — — _ . _ — �- _ -- — — LAND USE. INDUSTRIAL ; i o REC- !7'FC - - R�Cf o �C � �EC �. � � ° TTH TREET =LAND USE VACANT �, — ,: — LEGEND � I TRACT BOUNDARY EXISTING R W _ .ram � - f M - -- _ - '— r FUTURE LAND U5E• / / - - PUBLIC FACILITY I r � EXISTING LOT LINE j�J} •� � �� EXISTING EASEMENT — — — — — — — — — (RECREA T/Or �! PROPOSED RETAINING WALL AREA = 1. 75 A C. AREA = 0. 79 A C. _ _ _ _ _ _ � �� STREET PARKING � I Q _ _ �- _ _ �- `�, LOTS 1 / 7 / 12 i = - - o o H5TR - — — - STREET 5/DE PARKING PN: 209 411 18 _ L-- �WNER: CABO T I V—CA LL APN: 209-272-26 _ _ _ _ _ _ - 1 . � dd dd d� dd �d d� dd fl �b d�PAA dd d d 0 �� d Q� '• BAND USE: INDUSTRIAL OWNER: CUCAMONGA — _ LOT 1 (N14) 11 SPACES y COUNTY WAFER DISTRICT AREA = 6.26 AC ! l ., s. RF EPH YR .� STREET — Pp pP o o �p r r LOT 7 (N12) 40 SPACES LAND USE: INDUSTRIAL � , i — — _ _ � � �v � LOT 12 (N15) 36 SPACES 1 1 LV � ! LLI • 1 v LOT 12 6N15) p, - - - - - - - - - � LAND USE V ANT �� 2 o 4 • Q TTI Yrf 20�� 0 -111110 — FUTURE LAND U5E . _ f a AREA = 4.89 AC. CORE LIVING/MIXED _ A4 AA 4A ° LJ4 USE OVERLAY LOT 7 (N12) o I _ . i _ TTM 206881 p 00 lb C AREA — 3.21 AC. AREA = 3. 78 AC. mom I r I � r APN: 209-411-30 OWNER: EMPIRE LAKES LLC � ' - - LAND USE. INDUSTRIAL - 4 yy f I I I I ID Ce LOT T (N14)11 TTM 206871 APN: 209-272- 17 APN: 209-272-25 - AREA = 3.36 AC �� OWNER: EMPIRE LAKES LLC OWNER: 6 TH & CLEVELAND LLC o — . — o p LAND USE:MFR LAND USE. INDUSTRIAL _ efr APN: 209—411-29 O.W. ER.• 1 0 1�VONDERL UST WAY ` + EMPIRE LAKES LLC LAID 1 _ USE.- INDUSTRIAL a �r. : a ® �' '-� IJAI lmli -6 1 I: 11 ILA, � D AREA = 0. 75 A C. AREA = 0. 79 A C. 4 SCALE.- 1"=100' 1 [ l LAND USE• VACANT AREA = I I I '°° 2°° 300 400 1. 16 AC. FUTURE LAND USE- 3 = - nil 1 a, 2- - g - - - --_ I i CORE LIVING/MIXED AREA = 1. 78 A C ---- AREA = 1.29 A C. III j APN: 209—411-25 b WNER. I USE OVERLA Y I I I EMPIRE LAKES LLC SAND ' ' ' I ��r CITY USE INDUSTRIAL + DESCRIPTION OF REl/ISION DATE APPROVED - - ;; I -- _ AREA — a gM — CITY OF RANCHO CUCONGA - -- wa � I I 0.59 A C. . � a � ma• � a c • CONCEPTUAL MASTER PLAN mff -- -- -- --=-_- +� =1- --- aaw SUBSEQUENT CONDOMINIUM TRACTS 6 TH _ STREET _ N� __-_-- --------------T- ---_ -__ - ROF E5510 I— -- _ � FRC �� DE RECOMMENDED - - -- - -- -- - -- =ti, - -, _-= --=-,=�- _ _ z �s -- ---._..__ — Cys RIDAN STREET DIAL 1WGW�DRILWG -- -- __- �_----_�- - - __ - - ---_- -- -- -- -- __----_----__ �+ y- --- ==1----= -—- __-- - __ - -- -- ��, �� ti� DESIGN 357N SHE _ __ `D ARA, PY, ZH SUITE 117 BEFORE ]}� ffQJ� __ `4 + I _ APN: 210-691-94 ' ,APN 210-082- J4 � No. 55534 � h � i CORONA, CALIFORNIA 92880 I A YOU DIG YQ11 DIG ` APN' 210- 102-10 .,I APN. 210 102 1 I L DRAWN TEL. (951) 279-1800 SHEET OWNER: EMPIRE LAKES I OWNER: RESORT OWNER: EMPIRE LAKES LLC 0WNER: INL FAIRWAY VIEW * � CIVIG ` ARA, PY, ZH £ngwarinq Mc. FAX (951) 279-4380 1 OF 1 TOLL FREE DIAL 811 { MASTER CORP. { LAND USE. SFR I LLC JFrpL�Fd� A PUBLIC SERVICE BY I I HOLDING CO. LLC UNDERGROUND SERVICE ALERT 1 1 , { CHECKED Rc.E N0.-55534 DRAWING N0. LAND USE. INDUSTRIAL I 1 ; + I LAND USE: SFR I LAND USE. MFR GB pA�_3/27/2024 FILE NO. 1 Drowrng: R.•\3257061Exhi6if SConceptuol Moshe Plcn 1706 — EYE CONCEPTUAL MASTER PLAN dwg Loywt: 24x36 L Scued. 312712024 10.-04 AM Plotted- 3127/2024 10.07 AV 3r Zocfrory Hm Wood Building Unit Plan Elevation Color Lot The Resort - Planning Area 1B Number Number Number Style Scheme Coverage Sub-Planning Area N-14 1 1 3x Prairie 2 N/A Lot 1 of Tract 20440 1 2 1 Prairie 2 N/A Design Review Checklist Summary Table 1 3 2 Prairie 2 N/A September 21, 2023 1 4 1 Prairie 2 N/A 1 5 2 Prairie 2 N/A 1 6 1 Prairie 2 N/A 1 7 3 Prairie 2 N/A Tandem Resident Guest Total 2 8 3 Spanish 4 N/A 2 9 2 Spanish 4 N/A Garage Parking Parking Parking 2 10 1 Spanish 4 N/A Plan # Units % Mix Unit Sq Ft Bedrooms Bathrooms Spaces Required Required Required 2 11 2 Spanish 4 N/A Plan 1 33 39% 11153 2 2.5 2 66 7 73 2 12 1 Spanish 4 N/A Plan 2 25 30% 1,553 2 2.5 2 50 5 55 2 13 3 Spanish 4 N/A Plan 3 18 21% 1,689 3 2.5 2 36 4 40 3 14 3X Prairie 1 N/A3 15 1 Prairie 1 N/A Plan 3X 8 10% 11701 3 2.5 2 16 2 18 3 16 2 Prairie 1 N/A Total 84 100% 120,884 194 168 168 17 185 3 17 1 Prairie 1 N/A Parking Spaces Provided 185 3 18 2 Prairie 1 N/A 3 19 1 Prairie 1 N/A 5— UNITBUILDING Guest Parking Ratio 1 : 5 3 20 3 Prairie 1 N/A 4 21 3 Spanish 4 N/A Building Elevation Color Color 4 22 1 Spanish 4 N/A Number # of Units Style Scheme Scheme Repeats 4 23 2 Spanish 4 N/A 6— UNIT BUILDING 1 7 Prairie 2 1 4 4 24 1 Spanish 4 N/A 4 25 2 Spanish 4 N/A 2 6 Spanish 4 2 3 4 26 3 Spanish 4 N/A 3 7 Prairie 1 3 3 5 27 3X Prairie 2 N/A 5 28 1 Prairie 2 N/A 7- U N ITBU ILDING 4 6 Spanish 4 4 3 5 29 2 Prairie 2 N/A 5 5 Prairie 2 ITotal 13 5 30 1 Prairie 2 N/A 6 5 Spanish 3 5 31 3 Prairie 2 N/A 7 5 Prairie 1 6 32 3X Spanish 3 N/A 8-UNIT BUILDING 8 8 Spanish 3 6 33 1 Spanish 3 N/A p 6 34 2 Spanish 3 N/A 9 9 Prairie 1 6 35 1 Spanish 3 N/A 10 7 Prairie 2 6 36 3 Spanish 3 N/A 9— UNIT BUILDING 11 5 Spanish 4 7 37 3 Prairie 1 N/A 7 38 1 Prairie 1 N/A 12 6 Prairie 1 7 39 2 Prairie 1 N/A 13 8 Spanish 3 7 40 1 Prairie 1 N/A Total 84 7 41 3X Prairie 1 N/A 8 42 3 Spanish 3 N/A 8 43 1 Spanish 3 N/A BUILDING 9 BUILDING 10 BUILDING 1 1 BUILDING 12 BUILDING 13 BUILDING 1 8 44 2 Spanish 3 N/A 8 45 1 Spanish 3 N/A 8 46 2 Spanish 3 N/A 8 47 1 Spanish 3 N/A V STREET 8 48 2 Spanish 3 N/A 8 49 3 Spanish 3 N/A PROPOSED 9 50 3X Prairie 1 N/A PROPOSED PROPOSED PROPOSED RET WALL REr WAU es'�Irotx3 T REF WA1.1. PET, WALL ra r�' 9'55'w _ _ 9 51 1 Prairie 1 N/A 9 52 2 Prairie 1 N/A 745 �s- 'l� s' 9 53 1 Prairie 1 N/A 9 54 2 Prairie 1 N/A A �lnAf 1 N/A P 1 xeox 1rro�v AILED 9 56 2 Prairie 1 N/A LLIDLI 9 57 1 Prairie 1 N/A 6�. � } 1 1 � L� L� L� ��a 5 1 1 A A A 1 I � �� 1� � II �1 I� � , � � 9 58 3 Prairie 1 N/A PROP- BF � 10 59 3X Prairie 2 N/A L� L� L� L L.� L L� L� LL L. L L -- L L LI L! I 1 1 — o � 10 60 1 Prairie 2 N/A _W MMhM RiXtM w t f o , Fiv FW riv w—�, FV oP 4- 10 61 2 Prairie 2 N/A 1 w - PRE. 4 C ` ; PROP. STORA� GRAIN + - '�' ill, WTR 5?P � n � 10 62 1 Prairie 2 N/A 1 'k' AUE � ' , Prairie 2 N/A r WTR o ALLEY A 1 �� 1 , N/A 1 R s r — °' �' - 1 s" CUR ` _ 10 65 3 Prairie 2 N/A r i. 1 Ix ,6 FH4 FFTI .79' R2 } 11 66 3X Spanish 4 N/A 1 ` Y V V Y Y _ i ! ! ! 11 67 1 Spanish 4 N/A r � � _ lir CS - CURY S ' ro ; 11 68 2 Spanish 4 N/A 1 1V V V - V V V Y I .U5' x�' � ' � � 1 � 11 69 1 Spanish 4 N/A _ 5' 1 26'. 1 PROtlP ec a 1 PRC 1 1 11 70 3 Spanish 4 N/A 12 71 3 Prairie 1 N/A 014 AC 1 12 72 2 Prairie 1 N/A Ills, 12 73 1 Prairie 1 N/A r- r-- 1 1 _ 12 74 2 Prairie 1 N/A o - --" � - - _ � � � � � � � � A � I - 12 75 1 Prairie 1 N/A 12 -- -M i � M ! ■,. W W M W L ! M M M M L r 12 76 3 Prairie 1 N/A FJTIJR R4' 13 77 3 Spanish 3 N/A 1 12 13 78 2 Spanish 3 N/A 13 79 1 Spanish 3 N/A 13 80 2 Spanish 3 N/A 13 81 1 Spanish 3 N/A BUILDING 8 13 82 2 Spanish 3 N/A 13 83 1 Spanish 3 N/A BUILDING 7 BUILDING 6 BUILDING 5 13 84 3 Spanish 3 N/A BUILDING 4 BUILDING 3 BUILDING 2 CITY OF RANCHO CUCAMONGA W FOOTHILL BLVD W FOO THILI BL VD j Q ARROW ROUTE W DETAILED Q Q o Q FOR i z Q 6TH ST. g TRACT NO. 20687 LIA FORCONDOMINIUM PURPOSES 4TH ST SITE SAN BERNARDINO AVE INLAN EMPIRE era �s VALLEY BLVD 10 FREEWAY BENCHMARK EXISTING LAND USE NOTIFICATIONS BUILDING BUILDING BENCHMARK NO. A 88218 VACANT CON IRA C TOR SHA LL NO T/FY THE FOLL O WING U T/L/TIES OR A GENC/ES A T LEA S T 26' 16.25' BUILDING 24' BUILDING BUILDING 26' DESCRIBED BY METRO WATER DISTRICT S0. CALIFORNIA 1994 (JOG) 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: BUDDING VICINITY MAP 9.75' CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND HAVEN PROPOSED LAND USE /�' 13' 13' 4.25' 8' 3.25' 12' 12 3.25' lN 13' 13' N.T.S. AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 47H STREET, 2q F.F. PROCEED EASTERLY ALONG 4TH STREET TO MILLIKEN AVENUE, PROCEED RESIDENT/AL/SINGLE FAMILY DETACHED/CONDO ELECTRICITY & GAS: FF 2Z MIN 2� F.F.IN FF 29 r LOT SUMMARY 2q F.F. F.F. NORTHERLY ALONG MILLIKEN AVE TO A. T.S.F. (METROLINK) ENTRACE, A. ELECTRICITY SOUTHERN CALIFORNIA EDISON.......................(800) 655-4555 PROCEED TO PASSENGER BOARDING PLATFORM, 20 FEET (6.1 M) NORTH PROP. 6" CURB ACREAGE SUMMARY OF NORTH CURB OF PARKING LOT, 73 FEET (22.3 M) NORTHEAST OF ADJACENT LAND USE B. RANCHO CUCAMONGA MUNICIPAL UTILITY............................(909) 919-2612 4 Ow PROP. CONC. PROP. 6" C&G 4" Dw PROP. CONC. 4" DW ROLLED 4CURB POWER POLE NUMBER 1377470E, 7 FEET (2.1 M) EAST OF THE WEST NORTH: VACANT HEADER GROSS ACREAGE. 3.36 AC HEADER PROP. 4" SIDE OF PLATFORM, SET 3-1/4 MWDSC BRASS DISK STAMPED OF SOUTH: MUL TI-FAMIL Y RESIDENTIAL C. SOUTHERN CALIFORNIA GAS - RESIDENTIAL.......................(800) 427-2200 , , SECTION $M' ROLLED CURB SEC7M GC' SECTION AA N Ts. GROSS PARK ACREAGE 0.14 AC EAST.' APARTMENT COMPLEXN. NT.s PLA TFORM, APPROX/MA TEL Y 10 FEET (3.0 M) HIGHER THAN THE PARKING D. SOUTHERN CALIFORNIACAL/PORN/A GAS - COMMERCIAL......................(800) 427-2200 NET PARK ACREAGE: 0.14 AC LOT SURFACE. REFERENCE MWD FS 2002 02 001. WEST VACANT ELEVA TION: 1128.97' NA VD 88 NET ACREAGE.• 3.22 AC SCHOOL DISTRICT WATER & SEWER 26' E. CUCAMONGA VALLEY WATER DISTRICT (CVWD).....................(909) 987-2591 BUILDING 26 BUILDING BUILDING PROPOSED UNITS BA51S OF BEARING CUCAMONGA SCHOOL DISTRICT 18.5' 13' � 13' BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET F. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT..............(818) 969-7911 3.25' 13' 13' S.o1' UNIT 1 25 BETWEEN CLEVE-LAND AVENUE AND MIL/KEN AVENUE BEING NORTH MIN. BUILDING 5.5' r 89 56'41" WEST LEGAL DESCRIPTION G. METROPOLITAN TAN WA TER DISTRICT (MWD)...............................(909) 593-7474 BUILDING % GARAGE PARKING 50 2% F.F. F. F.F. LOT I OF TRACT NO. 20440, IN THE CITY OF RANCHO F.F. FF ORIVEW4 Y PARKING: STA TE OF PUBLIC/PRIVATE RESPONSIBILITY CALIFORNIA, AS COUNTY MAP F FILED IN SAN EBOOKDI XX X, PAGES XX CABLE TV 77 4" Dw PROP. 4" SW PROP. CONC. UNIT 2 33 H. TIME WARNER/ADELPH/A CABLE............................................(888) 892-2253 4" Ow PROP. 4" PROP. CONC. PROP. 4" PROP. 6" c&G HEADER GARAGE PARKING 66 THROUGH XX OF TRACT MAPS, IN THE OFFICE OF THE RECORDER ROLLED CURB HEADER S�' PROPOSED PUBLIC FACILITIES.- OF SAID COUNTY. 1. CHARTER COMMUNICATIONS..................................................(866) 499-8080 SECTION SE' SECTION 'F-P DRIVEWAY PARKING CUCAMONGA VALLEY WATER DISTRICT SECWON 'DD' N. J. FRONT/ER COMMUNICA TIONS..................................................(877) 908-1288 N.rs Nrs UNIT 3 18 PROPOSED PR/VA TE FACILITIES (HOA MAINTA/NED� ASSESSOR'S PARCEL NO. GARAGE PARKING 36 • PRIVATE STORM DRAIN, SEWER, AND WATER WITHIN ALL 7118-421-01 K. REFUSE BURRTEC DISPOSAL.................................................(909) 987-3717 ALLEYS R/W R/w DRIVEWAY PARKING: - • PR/VA TS STREET LIGHTS, ALLEYS/STREETS, AND PARK DEVELOPER/OWNER IMPER VIOUS AREAS 54 0'-10' LANDSCAPE R/w 58' R/W UNIT 3X S • PR/VA TE WQMP BMP'S 20' 21' 13' AND/OR 0'-10' LANDSCAPE 0'-10' LANDSCAPE SC RANCHO DEVELOPMENT CROP. EXISTING IMPERVIOUS AREA: 0 SF, 0 AC I BLDG. SETBACK AND/OR 21' 21' AND/OR GARAGE PARKING 16 20' 7' 13' 13' 8' 7' 6' BLDG. SETBACK BLDG. SETBACK 1156 N. MOUNTAIN AVENUE PROPOSED IMPERVIOUS AREA: 119,900 SF, 2.75 AC a' 8' 13' 13' 8' 8' DRIVEWAY PARKING - PEDESTRIAL i L/A DRIVE DRIVE PRLL. L/A SW i EASEMENT NOTES UPLAND, CA 91786 TOTAL AREA: 746,362 SF, 3.36 AC TRAIL AISLE AISLE PARKING LOT 1 LOT7 i SW PRLL. DRIVE DRIVE PRLL. SW i LOT 1 PARKING AISLE AISLE PARKING TOTAL UNI IS 84 AN EXISTING EASEMENT FOR DRAINAGE AND INCIDENTAL LOT 16 PURPOSES, IN FAVOR OF JEFFERSON AT EMPIRE LAKES, L.P., A ENGINEER eROFEss/oN� �� ?q r J y 2� DELAWARE L/M/TED PARTNERSHIP, RECORDED NOVEMBER 2q e`�) H. FA�I �F i� r-----______---__T�i r ---��-_______ -------- DENSITY.• 26.1 DUTAC K&A ENGINEERING, INC � � � � r---- ---- 9 c; . ------__ -� ` J 2000, AS INSTRUMENT NO. 2000-424213, OF OFFICIAL RECORDS 357 N. SHERIDAN STREET SUITE 117 ? -- `\` Ex. sw Ex. sw `-- - EX. SW w No. 55534 m ____ EX. C&G EX. C&G AN EXISTING EASEMENT FOR DRAINAGE AND STORM DRAIN CORONA, CA 92878 EX. c&G EX. c&G PURPOSES, IN FAVOR OF EMPIRE LAKES HOLDING COMPANY, AM/R H. FALLAHI, P.E. * * 'B'STREET 'B'STREET PARKING SUMMARY, PER CITY OF DEVELOPMENT CODE 2 L.L.C., A DELAWARE LIMITED LIABILITY COMPANY, AS SHOWN ON PHONE. (951) 279-1800 s� clv\� �P SOUTH of C" STREET NORTH OF C" STREET RANCHO CUCAMONGA TABLE 17.64.050-1 TRACT MAP NO. 20440. I ' 9TFOF CAS-\F I REQUIRED (2/DU) 168 AN EXISTING EASEMENT FOR CHANNELING WA TER DRAINAGE AND li I I TANDEM TOWNS ASSOCIATED TED SILT AND DEBRIS, AND INCIDENTAL PURPOSES IN I �I �� - III REQUIRED VISITOR (115 DUs) 17 FAVOR OF THE CITY OF RANCHO CUCAMONGA, RECORDED I FEBRUARY 28, 7995, AS INSTRUMENT NO. 1995-060620, OF I -� _ � W OPEN SPACE SUMMARY REQUIRED TOTAL 185 'I II ti i " Total Required Open Space 150 SF/u nit 12,600 SF PROV/DED GARAGE. 168 OFFICIAL RECORDS. TO BE ABANDONED HEREON. I II - -- Total Provided Open Space 578 SF/u n it 48,515 SF I II 4� rR1]�`T 0,1,10 p p Il II r ` ` V PROVIDED DRI VEWA Y.• 0 I Private Open Space 3,565 SF �� u l Jr r — I IIII v I I I Common Open Space 44,950 SF PROVIDED ON-STREET.• 11 �I I II � � � PROVIDED ON-SITE.- 6 \�� J�{ — --� I � PROVIDED TOTAL: 185 r r- TRACT 20414,10 LEGEND II� III III III l J r l fi T R.11 T 04,1,10 0T fi l 0T / TRACT BOUNDARY — o II III III v — EXISTING RIGHT OF-WA Y .I �l1 III III - - - - EXISTING LOT LINE � lRom ■r mmlm I I I j III III IIII p l �I II 4� I t c� % c� R �� c W W W W EXISTING EASEMENT STREET SR s REC s REC s PROPOSED SLOPE 2:1 MAX T T r r r -- -� - - - � - - - - I I p I I I 219.24' Noo3'27'E PROPOSED RETAINING WALL 428.85 NO'03'27 E 12.11' W ___ — — — PROPOSED STORM DRAIN - s PROPOSED DOMESTIC WA TER W - � I _ A _ aasooa� a a a 2 I a a � � � PROPOSED F/RE WA TER FW 1 u a a a A A a I PROPOSED SEWER S i oo = aaasa �_ �� I IIII W III I % I Fw W Fw Fw w w PROPOSED A C PA VEMEN I II I I IIII ALLEY "A 00 � ALLEY A � ADA POI • � � � � � � � � � � • �I III � III U I �al �: II III II � �p - -� .. _ �� _ LINE OF SIGHT �� III; � N I a I� I r� ] T 2b— 0 r � , f VVV00 � _ � i � 1 Q � 0 � : . V -I _ I � . .. : � I �Jr 12 � ADA UN/I O �� I II III I I �� III I I VU E I -_ �, I PROPOSED MAILBOX D Q 11 I � r 00 N 00 I )' »B» »B» PARK - C — V I� 1 1 0.14 A 00 l _--- GUEST PARKING SPACES 12 I '�� - _ 3 � �� i �I 4ti III I I _ nll I l .� 1 I III III II II I �I �' IIII III I I I 715.44 N43107 E .I IIII w III � � � � � � � � — 'I IIII III ' III ` I I�h 1 Am N� IIII III III Y, m Z --— II III III ; m _ ———_ ___- 1 DESCRIPTION OF REVISION DA TE Cl Ty �j IIII III III I � � � � � � � � � � � � � � � �� a 11 APPROVED ' 3 l s � II ll I Il ° l/ �oo��s, I CITY OF RANCHO CUCAMONGA hi SCALE.- 1"=50' III III / x - - - III III N ll I Il TITLE SHEET 0 50 100 150 200 III III I / I \� \III III 3 x �]PJ�J. 209-27— l/ II I III I I ; e I r I I DETAILED SITE PLAN Q Q ill ii 3 I m �Pr]hJc/r� J,I fi,I - I I i x I �� \ TRACT 20687 j7'A rl M-11F 14547 f7 11 a I \� \ ll I Il � � I rk � X -- F. �iL�. ///JJ-J6 I II ll l l ll I ` o ll 119 x% x � , DESIGN RECOMMENDED N 357 N SHERIDAN STREET DIAL TWO WORKING ll I Il j , p �x I — A I I I D / a SUITE 117 ' III III x ,' \\ ARA, P Y, ZH CORONA CALIFORNIA 92880 BEFORE O DAYS BEFORE ll I Il ° I I I I \ ' YOU DIG YOU DIG III III III I I X / -� \ DRAWN TEL. (951) 279-1800 SHEET III III III I�,4-1J I I�I I 1Z %%// \ \ \ ARA, PY, ZH Engineering, Inc. FAX (951) 279-4380 , OF 4 TOLL FREE DIAL 811 A PUBLIC SERVICE BY CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 3/1412024 FILE NO. Drawing: R.�325706�Preliminary�Detailed Site Plan�1TM 20687(LOT 1(�706 — PLN — DSP — TTM 20687— 001.dwg Layout: 24x36 L Saved: 311412024 10:02 AM Plotted: 311412024 10:03 AM By. Arturo Romero W FOOTHILL BL VD W F00 LHIL 8L VD j Q -Z ARROW ROUTE W 22 22' a Q P Q 6TH ST. g O o��y ST J� � SAN BERNARDINO AVE INLAN EMPIRE era �s VALLEY BLVD o > » 10 FREEWAY } PROPOSED RET. WALL 428. 85 NO 0,3 27 E VICINITY MAP I ( I � � o a , � LEGEND ^ TRACT BOUNDARY — '�A - - � � � � � � � � � � � � � � � � � � 16.6' 13' 13' EXISTING RIGHT OF—WAY ,.16.3 EXISTING LOT LINE EXISTING EASEMENT — — — — — — — — 26' PROPOSED SLOPE __�L-___L 2:1 MAX _ A A PROPOSED RETAINING WALL _ _ r II I1 II I1 II I1 II � I •�,, _ - __ _ � I � PROPOSED STORM DRAIN Z E Z L, Ile _ _ ■' I I 3.2' g 26' I ,,16.3' i I 1 ❑ I I ❑ 11 11 ❑ 11 I 1 I 1 PROPOSED DOMESTIC WA TER w PROP. W.M. & ' I __ ❑ ❑ ❑ BF PROPOSED FIRE WA TER FW 177 U1:11:11:1 - — ——_I——� - _❑ ❑ I I I I ❑ I I I I ❑ I I PROPOSED SEWER s R VEN TOR I ❑ ❑ - _ ❑ L— L_ ❑ L_ L� PROPOSED AC PA VEMENT I ' I nn — � 11 A A ---� � � � ADA POT PR�P. ELEC. 18.5 TRANSFORM 11 11 11 11 l l �\ 11 LINE OF SIGHT - - - - - - - - - --- ❑❑❑ ' l l l l I I I I I I l l \ I I �� 1 ADA UNIT O Fw Fw PROPOSED MAILBOX LJ Q IZ GUEST PARKING SPACES 12 ILJ --- -- 1 I R 1 w w w w w W w w w I ^ ^ Q FW F FW F FW FW FW FW F FW FW F ' I — — PROP. 4" W 1 ___ ❑❑❑ � � I N DOLLED CURB N � 1 ALLEY "A"17 ^ W ^ l l <o '� I 1 ' I O J I ' 0 00 1 J. 71 PROP. 6 CONIC. I I I I I I \ "� ' ; --- ❑❑❑ r 12.3' I I I I I I I I H DER I I I I I I --- ME:i I ❑ I I ❑ I 10 ❑ I I ❑ I I ❑ I I ❑ ❑ I I ❑ I I ❑ I I ❑ I I ❑ I I ❑ I I ❑ I I 18.5 I V V V V V V V V ' ❑❑❑ ' ' 3.3' 10 13' 1 13.6' ' I _ 5' 26' I: I � � — — � — � I ,1 26 ^ cl` o PROP. ELEC. -- ---- --- ----- __ � TRANSFORMER ''I —— Cl TY DESCRIPTION OF REVISION DATE APPROVED P�-�--- --___ -- - - ►_ CITY OF RANCHO CUC"ONCA � v = o --- ----- - - - - o o -- - - TITLE SHEET ' -- DETAILED SITE PLAN O TRACT 20687 DESIGN J57 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING ARA, a SUI TE 117 BEFORE O DAYS BEFORE PY, ZH CORONA, CALIFORNIA 92880 YOU DIG YOU DIG SCALE: I"=IO' DRAWN TEL. (951) 279-1800 SHEET TOLL FREE DIAL 811 ARA, PY, ZH Engineering, Inc. FAX (951) 279-4380 2 4 OF A PUBLIC SERVICE BY R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT o 10 20 30 4o CHECKED GB DATE J11412024 FILE NO. airy �Zhr rielir^n�,7Detailed Site P'arl TM 20687(LOT i(',706 — P/N' — DSO — TTM 20687— 002 dwg payout: 24x36 L Sa ued: 3�74�2024 9:51 AM Plotted: 3/1412024 70:03 AM By Arturo Romero W FOOTHILL BL VD W F00 LHIL BL VD 22 22' Q ARROW ROUTE W O 00 O O O 00 U W Z ON—STREET PARKING Q z 6TH ST. g PROPOSED PROPOSED RESERVED FOR OTHER ` PLANNING AREAS ' o ' �� 4TH ST SITE � SAN BERNARDINO AVE RET. WALL RET WALL 112. 11 N2 29 55 W ��. INLAN EMPIRE Lp s VALLEY BLVD R ♦ 10 FREEWAY ------------------ -------- ----------- , ------- ---------- ------------ ---------------------- ------------------, - ---------- 13' 13' VICINITY MAP i O i i O i i i O i i i i i O i i i i i � N.T.S. 15 ' 47.4 ` 26' LEGEND \ ♦\ TRACT BOUNDARY EXISTING RIGHT OF-WAY - - C� VF PRO . W.M. EXISTING LOT LINE 19 BF PR VEN TQR . v m EXISTING EASEMENT — — — — — — — — A II A A ll II II II II II II _ l l o PROPOSED SLOPE �L l k I i Cp PROPOSED RETAINING WALL PRO . 00P ❑ ❑ -r 1 ❑ I I ❑ I I ❑ I I ♦ l l ❑ ❑ l l ❑ l l ❑ l l ❑ l l ❑ l l 24.4 M DRY ELL� ❑ ❑ I I I I ❑ I I ❑ I I ` I I ❑ l l ❑ 1 I I I ❑ 1 1 ❑ I I ; PROPOSED STORM DRAIN w _FW_ PROPOSED DOMESTIC WA TER L— �- ❑ ❑ L— L— ❑ L— L— ♦ L— L—El 1:1 ❑ L— L— ❑ L— L— ,: PROPOSED FIRE WA TER FW PRO FIRE A A A A A A A A A A PROPOSED SEWER s BF P EI/EN�ioN I I I I I I I I j l l l l l l l l l l l l PROPOSED AC PAVEMENT 1 l l l l I I l l l l l l l l l l l l OP. ELEc. ADA POT • - - - - - - - - - - • ocoA T ANSFORMER ° LINE OF SIGHT - - - - � - - - - ADA UN/r =� , ♦ PROPOSED MAILBOX ID Q [I LJ 12.3 ' rri - - - - ,r� I I E I 1 71 r 177 Tir-1 1 71 11 11 _ �� GUEST PARKING SPACES 12 O o Q� 1 w N w w w w w w w w w w w w w w w FW FW FW FW F FW FW FW FW FW FW FW FW FW W ; FW FW FW 1 1 PROP. 4" - O DOM. WTR „ PROP. , R v ALLEY A 1 O W STORM PROP. 8 � DRAIN _FIRE WTR 1 Z W PROP. v, a - - ! = �' OD 00w 00 m O) p� �O �O Op 1 00 PRO 1 6„ FK 1 ❑❑❑ TM] IF7 _ — J — � � — � — ° 1 - - - - - - - ❑❑❑ ❑❑❑ 77 1 — 28. 7' _ _ _ ❑❑❑ PROP. ♦ � — - c — -1 24' — — 1 6 CUR ♦ — — — — 1 � — � — ❑❑❑ [UT 1 — J.3' '12' 12' ❑ — ♦ — — — — — PROP. 6" CONC. HEADEl S 1 p♦ _ _ _ 1 PARK J.3' 0.14 AC — — — O — ❑❑❑ 1 SCALE: I"-10' f c - - - - c � � � v � _ - - 1 ❑❑❑ , 1 0 10 20 30 40 ❑❑❑ —� —� L — _ - _� — 10 1 — _ i ❑❑❑ 1 1 , — — Cl TY ` 1`" 72 DESCRIPTION OF REVISION DATE APPROVED FUTURE RAW CITY OF RANCHO CUCAMONGA 1 TITLE SHEET c, — — —————— ---�--- -- � `° - � DETAILED SITE PLAN - ---_�--- �_-- �_ ---- --- - - - - - - - - -- - --------- N 5 _ __ TRACT 20687 DESIGN 357 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING �r O ---��--- --_ SUI TE 117 �r-�fi"r l ,� � � � —�___� ARA, PY, ZH � BEFORE O DAYS BEFORE W _ CORONA, CALIFORNIA 92880 YOU DIG YOU DIGfi��rr� JV,11,P 14,164,17 ❑ _ DRA WN TEL. (951) 279-1800 SHEET ❑ ❑ PY, ZH Engineering, Inc. FAX (951) 279-4380 ,3 OF 4 TOLL FREE DIAL 811 �.1/l.J. �//JJ�Jfi ARA, A PUBLIC SERVICE BY v O CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE J11412024 FILE NO. airy u. .52706 eI no1.0De,ciled Site P'ar1 TM 20687(LOT i(',706 — P/N — DSO — TTM 20687— 003dwg payout: 24x36 L Soved: 31/412024 9:46 AM Plotted: 311412024 10:04 AM By. Arturo Romero W FOOTHILL BLVD W F00THlL BLVD j ON-STREET PARKING ARROW ROUTE W PROPOSED RESERVED FOR OTHER 219. 24 ' NO°OJ'27"E PLANNING AREAS RET. WALL z P — /�/ VV — a — —————-- - - - - - - - - - - - - - - - - - - - - - a --� � 6TH ST. g ---- - - N N I I �97F SAN BERNARDINO AVE � 4TH ST ! ------------- ,,� r------------------------ 471ir I I I I I 1 I 13' 13' I I /NLAN EMPIRE era �s VALLEY BLVD F7II 10 FREEWAY — — 45.2 16. 7' 26' �3.2' — —_ — —_ VICINITY MAP N.T.S. FU URE , ❑❑❑ LEGEND Rlw II II II II II II II II I POP. LEc. I I I I I I I I I I I I I I I I � � 1 TRANSF RMER ❑❑❑ 10 TRACT BOUNDARY - - 1 _ _ EXISTING RIGHT OF—WAY AROP. FIRE l l ❑ l l l l ❑ l l l l ❑ l l l l EXISTING LOT LINE EXISTING EASEMENT BF+ El/ENT�oN I I ❑ I I ❑ I I I I ❑ 1 I I I ❑ 1 I ❑ I I � � ;, � _ _- _ _ F DCDA ❑ ❑ ❑ ❑ ❑ ; ��,, I v PROPOSED SLOPE �L——— 2:1 MAX _ 22.2� Q ❑ PROPOSED RETAINING WALL PROPOSED STORM DRAIN PROPOSED DOMESTIC WA TER W PROP. 6" �° ROP. \ELEc. l l l l l l l l l l l l I I � � � PROPOSED FIRE WA TER FW FH R,�NSFQRMER I I I I I I I I I I I I I I r'O, PROPOSED SEWER s � I ❑❑❑ PROPOSED AC PA VEMENT � — — ADA POT IE: icy — — — — — � — LINE OF SIGHT — — — — — — — — — ADA UNIT O 1 ❑ PROPOSED MAILBOX D Q IZ FW FW FW FW FW FW FW PROP. c4 FW FW FW FW GUEST PARKING SPACES 12 1 ' ROLLED N URB N , ALLEY "A" 10, — — — W � ❑❑❑ 1 3.2' I PROP. 1 - - -6" FRB Jew 1 � 3.3 oo � - - - - - - - - - �' I ❑❑❑ a � la � 1° 10' Fool] 12 12 PROP. 6„ _ oo 1 — — _ — _ - - � - - - - - - - - - 16.2' !/ 0 1 — I , ❑❑❑ LK 10 I : ❑ � _ I C� F 1 C - - - � c —_ - - � �- - - - - - - 1 � IL 26' El 1 — — 1 ❑❑❑ — � — � SCALE: 1"=10' _ _ I 1 zE g — — — ' ' ' ' 0 10 20 30 40 16.2 13 13 3.3 C C I ❑ I — — I 1 I-= 10 Tf --- ---- --- Cl TY - - ❑❑❑ - C = — — DESCRIPTION OF REVISION DATE APPROVED ' j F-1 t H — — _ CITY OF RANCHO CUC"ONGA U TUBE 1 I — — — — 1 10' TITLE SHEET R/W ��- — _ �12' 12 3.3 . — — — — -- DETAILED SITE PLAN am WE MM 'M win am am TRACT 20687 1 DESIGN 357 N. SHERIDAN STREET RECOMMENDED --- _ _ 1 l�--- — �--- ` - Q \dam _ _``. a DIAL TWO WORKING - _ ———— — L sUI TE 117 , ARA, PY, ZH BEFORE O DAYS BffORE p� __ ——`—— ! CORONA, CALIFORNIA 92880 YOU DIG YOU DIG ————— —— --- -__ ! DRA WN TEL. (951) 279-1800 SHEET ARA, PY, ZH Engineering, Inc. FAX (951) 279-4380 4 OF 4 --- ___ ��--- O TOLL FREE DIAL 811 ------ — ----- c::: --- -- __ A PUBLIC SERVICE BY — --- — ------------ - - �� i• � ! 55534 DRAWING NO. UNDERGROUND SERVICE ALERT — � � CHECKED B 3 14/2024 R.C.E. N0. SEE ABOVE RIGHT DATE / FILE NO. airy u. �Z h r �elir,n�,7Detailed Site P'ar TM 20687(LOT i(�706 — PLN — DSO — TTM 20687— 004.dwg payout: 24x36 L So ved: 311412024 9:46 AM Plotted: 311412024 10:05 AM By. Arturo Romero 1 2 4 1 x 4 l - i I I I - } F r - - 4 -- •mot � + 4 Few�7y�y a - 11111 • * ,tab...�T ' +7�} - 0 = -tr - _ - -ter f.11 - L r .- y,,,.. -tr-� 2.3 -- Orr _ 40 - ,�''• r — _ ter` ,�.._ MATERIAL NOTES 1 .CONCETE ROOF TILE 2. STUCCO 3. CEMENTITI US SIDING 4, CEMENTITIUS PANELS . METAL POST . METAL RAILING . STONE VENEER 8. ENT ' DOOR WITH GLASS INSERT 01 41 8' SCALE: 1 /4" = 1 ' wood ley 05.22.24 _ architectural 5 UNIT ADAPTIVE PRAIRIE A- 1 Jro u - Inc LMC-2301 Colorado 8 dr. suite BPAN - 14 LEWIS MANAGEMENT CORP . littleton, co 80120 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. AL L SL qp 'fit 1 ,,� � ,► .a.,�� "��* ,''+ �� ,* � 46 jp mill r �► iP . t •� r i, r Y s � Ali to "Mal k WIMEW • �. � � V'a'. J 49 44, -a .ti t _ -_ • •• \. � . !- a, K �. • �'".41f 1'f 11r _� �y„ _ 'Y^, �. 1 .Ifs '�1• .. .,e.. F,.' ' < 3 - r y ,i V- i - W, Of -�Aw ,�-' _ ;. .. s .. - - . •ter. �. A - •- :� .. -s:^ - »� +f •� �•�'- •�l� . i- a . 4 � •• • • "••k�+YI. � •- � w`_ � � .a + ■-. I d r, r[� .. . ., • -`it •.. r. .. •- 'fir ��•, _ . • •. .._ R. - rx �. I it jr- r re - - t a - ,,,•r f ., � . ,. - �� 3 - - �'�~'Vr.: a■- .t;'•' lt,. _ .� .., r..+C ' v4.. _ --51 • '�f Sl met Ifil -» t, t • v - - - -- '� tiA• '� - '.- ` :i �'. •: s. - "��,�`Jt, •�! �1. y' • •. _ ;lL„ 1-y •11, .. TIM 41'c `. �♦ 5E! 40 'AAW - � 4 . - '.�rY' - .~�� _ -a.� ..�j`S• x _,.,mac..- — ...,.. . _ -- . - a�r .rr•tiFIrN,ra�� ,a. � yam. - - L' _ -i - �Y � - �- .,. 7M�•'►w i'• _ate �`3 a - Tto ,'T' 'yam'}�111• � � { +- � r• As "�•, �+,•-•�` • � - ,t,. ��;•!,� •..� � .. ] � vet � � r .a. w *4� - � BUILDING HT, h # I- = FASCIA HT- = I Ball m MHU n _ cxo lit eN A to sa 22 T,O. S1 Aft REAR ELEVATION 1 8"- I r_0rr I -� - , I Ef 9 I i D_ ], I I I LEFT SIDE ELEVATION RIGHT SIDE ELEVATION I-0'r 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley 05.22.24 _ architectural 5 UNIT ADAPTIVE PRAIRIE A-2 rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 1 � r - - s-q AI IML — 1 M — ��- — 2 LF r # •V 'r . y}- �[ - ..'1 I I - - Y ��.+ "i Y f f _ }µ _+ / # _fir rig•' �y .", . MATERIAL NOTES 1 . CONCRETE ROOF TILE 2. STUCCO . CEMENTITIOUS SIDING 4. METAL AWNING 5. METAL RAILING . ENTRY DOOR WITH GLASS INSERT wooly c05.22.24 architectural 5- UNIT BUILDING CONTE PORAR A_ groupinc LEWISMANAGEMENT Colorado / 71 southpc�ric dr. sultePA - N14Iiittleton, co 80120 1 303 683.7231 RANCHO U �IA �V �4, CALIFORNIA calffornfia 1l 4 puiir�nan st. suite A Santa anc, ca 92705 f 949 553,8919 these draw ngs are:ntancled for desgn development and pra'im'nary studies orwy and are no,to m usca tar any o•her purpase.such as lingo polling or fna:rang near:ng- copyright WCKNIeY Arch'toc•tno-Group.WK.lew ClnoWngsmW not be used or dog-ared W,nour M egnassods f-ren paI of WaadayArcWaclurc:Grow rya. �Ull DI ' HT. FASCIA HT I - I t i I t i 01 CN 2a 70 22 21 24 T.{i. SIAll REAR ELEVATION NOTE' AW N I N G AT BUILDING 6 AT PU BLIC FIGHT-CIF-I AY I I I I I I 1 I i I I 1 I � LEFT SIEGE ELEVATION RIGHT SIEGE ELEVATION 1 ri_ 1 r_Ord 1 ftr_ I !_ rr woodley 05.22.24 ' architectural 5- UNITUILDING CONTEM ORAR A4 groupinc PA - N14LEWISMANAGEMENT Colorado / 71 southparl� cis. spit e Iiittletan, co 801 01 303 683.7231 RI-� U4I�� CALIFORNIAcalifornta 1l ?4 rn pul� an st. suite A Santa ana, ca 92705 / 49 5 .8919 t#,eae*awngs are intantled for dosgn tlewolopmsini aml pra:Wnary studies orgy and ara nol to tie usod for onv whor pupose.such as lind plo,iirkg or fnoi ang neerng. copyright Waao"Arch'tGch"Group.me 'wise chmirgscruy not toe usedar&0 coredwlhoutthe expressed w0renpnrmn' on of WmdayArcWer-+uai Group,k5c. 1 2 r - - 4- ILL TTL �.k '., --- — -- -- -- -- I{ 11 m L I I ai LE a ci w11i �T y h ` _.. ___. 1< �• 1< -F ai To Na } 4. rt Fi.. � I ry '._ 1 _ - i • __I'll � ��' , �I. + I _-_, r - � -� Wo 4- s� �r�# _� ri 7 � � ^ �� - r a _ �' F � Pi~ � „`--iL ' e •— _*�,y- '� L - { — � _ 1 MATERIAL NOTES 1 . CONCRETE ROOF TILE 2. STUCCO I CEME TITIOUS SIDING 4. CEMENTITIOUS PANELS 5. METAL POST . METAL RAILING . STONE VENEER 8. ENTRY DOOR WITH GLASS INSERT 0' 4' 8' 40 SCALE: 1 /4" = 1 ' wood ley 05.22.24 _ architectural 6 UNIT ADAPTIVE PRAIRIE A-5 rou Inc J p- PA N - 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. J.� BUILDIN FAT. y TT + 1 1ry�7- I .. '�Ij 4�Iwai-.-II��„w��i.��r��.� i ,I �ri. � � I.0 I�� '.I I F I 'L ••J ' FASCIA HT I I 1_I + + c 7 I 75. 74 23 77 21 2D - T.O. SLAB REAR ELEVATION 1 8"= 1 r_0,r I 7 r # L 4 t .1,.1 tom'., a i1 k 4 , I — I I f I I _ L_ — 5 i , I — -r ' r LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 1 /8 1 , -0„ 1 /8 1 -0„ 0' 8' 161 40. SCALE: 1 /811 = 11 woodley 05.22.24 _ _ architectural 6 UNIT ADAPTIVE PRAIRIE A 6 rou Inc C p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 1 3 7tTYT1 k1f7': � � i 4"r — f4 �`f' � '�'f f* " # #1"� - 4 "tf ? Y'' � * ?. r t# t1' s1 �. 17 f# L .! .� - � k`: }�—�• i � .1 �� Y : 4 ��.f ' - V . 4 � .6 ' � i..� IL � '�•+F•i ' � 1`' 0 .�'•�`•6 ' -11� _fl k �� } �� i 4 61 -- - - - - - - - - - - 2 # Pr 5 y RLIL >' .i - - ' ' t �I ': Ll r � I i r N1xa� PF MATERIAL NOTES 1 . CONCRETE ROOF TILE 2. STUCCO 3. CEMENTITIOUS SIEVING 4. METAL AWNING 5. METAL RAILING . ENTRY DOOR WITH GLASS INSERT oo Iear 05.22.24 architectural 6- UNITUILEING CONTE PO A A-7groupinc PA - 1414 LEWIS MANAGEMENT Colorado // 71 sou#hporlc dr. suite B I littl eta n, co 80120 / 303 683.7231 R�41�IH U �IA �V �4, CALIFORNIAaiii�ornia // �4 rr� pul� an st. suite A santa ana, cc 9270 / 949 553,8219 these draw"ngs are intanded for desgn development and praliminary studies orgy and are no'to M usad for arty o•her puFpase.such as lino plo+ling or fna:engineering- copAlght Waal Arch:tecud Group.kw-These drawrgsaw not be used ordtoLcatedwtwmrr Irm spremedv&ren pam'scion of Woodaryw[ti oclura:Gram rye. BUILDING HT. �. + Li � itI+�r4 � 1�1 r fJi}Jt�.4v � ,� T ►� 4 Tyl # F ' rt +Lr�h`#`H' k �ra'y { , 1 4 G Fi * f FASCIA ITTiL - - 1 C\l s 2a �u T.O- SLAB 006. REAR ELEVATION _ I r_ Fr NOTE: AWNING AT BUILDING 4 AT PUBLIC RIGHT-OF-WAY — ; — f is I him i LEFT SIDE ELEVATION IGHT SIDE ELE ATIO 1 w0O l y 05.22.24 _ - architectural 6- UNIT BUILDING CONTEMPORARY A 8 groupinc Colorado / 71 sou#hparl� dr. suite B PA - N14 LEWIS MANAGEMENT I littleton, co 80120 / 303 6817231 RANCHO kJ4 � CALIFORNIA California // 94 pullr-r,an Sir suite A Santa ana, as 92705 1 949 5518919 • muse*awngs are ir+taryd9d For Gasgn devoiopmmn'and prfl,;m'nary studies orgy and aro nol to be usod for ory o+hbrpurpose.such as liar plo,+;rg or fnai errg'ne r;ng. conright WooawN Arch4echxd Coup.h_wwm duWrgsmcw not be usador&0p cotedwihoutthe epreasodw&h2npnrrn'sslan of WoodcyArcHkeetura.Group,kyr_ i e ��• � 4 + i. �¢I}��! `y '� 1.i t - �. * a .? 'n i :w: ■t* ' i�Atso t ' ' ■, ■�Y�� ' ■ F ��-- r F '�lw' ■k5x tAr ` Mg #. jr-P .. ..k Awwi aim � P � - _ 'all Id L 11 I N__j � a i in OL a I _ __ Fw_ . p...im, ■i�l�I�■■� �rl■i `■•.1�1�■�Y�14YF^i>!■� - I"t�L■� ■■■■■■1�ti!■II '■}i�'>•w.�i ' # f � il!!�Y itr��■iJ�rl■i•�I I Y ��,� ��I . � �{ *� -It�#!� i i_ �1� '- - - i ■i■��i■_i�■■i■ iiri■��■. _ ��L'aw �is�l ,rr��■�,��u�l MLI A �It EL. W.— • • fr�li�i�■■� �r.rY�u �■I�Hi �Jl�i� il��■iI��LI�-�i; , I< �IL� ��a�ie � ■I�, � r *i ill r■� or■rr�> i■I Kart � 11: i ■I��■� .�Mi�i I■ �IL� �Lii! i� ■I s u f■��i�ll•� �■�■ fi��n■ �� ■r� ■i�w��■�;n n•u�� i■ �� rr�� i_ yiri: n . sv�:Ii *om "�Mnnlw�ii� w�ii ��i i�i �i�i ii sie� �ii� = `� � ' ' 'S ■L■■■■■l��■��■ +q�.� � I5!■�� •�'Y ■.rr - �5rr�. A�■� _�.-.� �.�_�f.l: _ � „ AM�- �._•_� w��i irinir' _ -'r 1 - � I • • BUILDING HT, Lj AIn in — `;• A -1 7 . _ L - — I A bj 115 . A.. CIA 11 �7 I 26 25 74 za r2 , 20 T. , SLAB REAR ELEVATION 1 8l 1= 1 1-01, �� k�� I "�F�{� -�•#.-_x_ � fib:�e �, -��=� # iw i } I 1 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 1 /8t,= 1 f_Ofp 1 /811,= 1 p_011, 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley 05.22.24 _ A— ] a rchitectural 7 UNIT ADAPTIVE PRAIRIE 0 rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. ,agg.mP��"_.;; �� Fl !" 1F1� "`: 'd - MEIN _ IiiiiM +►�iw +wol�w . , . �A. iE a@ elm IL iniiiisil M_ I 4 - I. :4 - Y* MP Lai I I 4 '� 1 - � � - ,r �'.i �1■�f■Lill 1 .�v�� i i�w1A� I �■f { - +i1 J�f - • .r r - _ r .rt Y.- F.O. Ai J L ■ i 1 ■ 41 • 41 * , BUILDING} I :T. `Y FASCIA HT. 0 - CO C? si ?s 24 23 22 21 20 T.O. SLAB T REAR ELEVATION 1 rr' 1 r_ r1 /T T . Ad I � N i LEFT SIDE ELEVATION RIGHT SIDE ELEVATION i rr' 1 r—Orr, 1 /8 / IF= 1 1— 0 wooly architectural 05.22.24 UNIT BUILDING CONTEMPORARY A 12 yiuup , inc colorado // 731 southparlc dr. suits B PA - N14LEWISMANAGEMENT I Iittl ton. c o 80120 / 303 6817231 callfornia J/ 2V4 pullman st. suite A RANCHO CUCAMONGA, CALIFORNIA � Santa ana, ca 92705 / 947 5Wl T thew draw ngs are;nrandod for des'gn duvolopmom and pra;m'nary studies on'y and am no•to be uFad for airy o•Mr ptiripsse.such as IUw palling or fnal enq neaeng- copAlght Waadek Frch'kc"cp Croup.hx-rho dravngs nwJ not bra usod or&PLrateed%rihout am onmsed sxihen pa mr nr on or wcodery Areweoura'Gror.p YSe. _ 1..�si..��.- �� •��_ � ��-y.yF- H��r,.q �. .�� ti --+..K��- ram �� r•y��_ r�' ��.��+.-a.yF- ��r�.q _a-,�...-,�� _�.,�� - �� .�i._�.� _ Lee Ad �.,-5Effiffival ��{ � �Jill �� w � � �� i all ,ter � �� INN i . � I Wi - - i� 'on _ � :� �r■ �� w■ rr� r �� 'u ■ t �Nraa�■ w�e �r� �r air ~� n r■ � ■� a �■iariire Nr �■�■1■�n s: a wrnr■ � I +�iwmrr �s �� n■� �� `= Y � _�.ri-_ � ■�y �: :� � ��■iiw:F:�ilr■ `a�i�ii��i�i�a�" � �� :�i�[�■� 'E�e;� I~�� = ��■� � :��e��•;� eaa■�a�r�i• ilil■rE■•i��i�ra� a��! f�■�■�iit■�E��:� — 4 ffi J I Iminim . I a :Fll1. �� Lai ;_ W-1� i I � 1 K-j I -- -- � — I � 1l- Y1YI■1�I) I � _- __ ..- I�.'F�w�l�� -�' +��!*��. +1111 F�� f' -�" .+T�R.l�G� � II` J� I' [ _ A all mI� •■1l1�. �.�1 it i ■� �Y��. ► i � �5�1�'-_ - --_- - � - '■iL �` F L� R�r�i {l F�.1�� ` a�■e�■a■�� ■■�.a�l�w■ r: ��e■.! air��l �.� # ��w■eaia�—�eu�� I s■a��e■w:■:e[�� •■�■��I ■�i,� �e:�■��. i�■�r� ■■ww,■■i�■I■Y wi�1M■ ill w��l al b■�a��l�; yy _ >R��■■[��I�� ■■I■��I ■■��I�.a w. • #i�i■f i�■��;�■Y�� li�■!■ �e� ;�I if-1•�J�el ■a w '■�■■w�[JYlf' ■�i■OIL■Ar�lIaew■■e■■ ■r: �..� �.■.� s■Y�■ e[�elo. ��eJ yam! ■tee■� e�1 T� 5 } ■��e■i�el { ■wuol�■l��■rr•sF�■i. ■I�1■U ■•11 Y�■fl �� ■��■■��I� I■I T '" �.+. ■»�■■��I�r.r■■ � ■■I■�la■■�i��■•i■ e•G a,u� �!!s �■[r•■ � I �■I�f■!■ ■itll 3■GI � ■l�l■i3■��I� !■I � ... �'! I + �I��■■��I�f, � �, ■��■��■■�Y��■■��■■ -• � 'it�f. �nJ� �■■� ��i�■ �I�1■L■ �Jla�■[I �� -- -- M;�1■�i��l�■I �, ; ' Ma��f■I�iNi� �� , `4i1� ■��l■■ - -- - - eYrr��si■F. ■�MM ^11, . %.9 •' , lr��l�■' ., ■I�� [�r■ �.. IF 0 1 ■ : as 111111 11414 ♦ ■ ♦ BUILDING HT, 4�0 . "I ri .. •I 's i - r i i FASCIA HT. gag Elm a 3 p .3 1 1 I pp 27 14 �5 ad 23 72 71 20 q T.O. SLAB REAR ELEVATION 1 47 ]iWpww I71 r T'I t + 1 r4 I i JL_ — -- I y I I — _ 1- — LEFT SIDE ELEATIO1 FIGHT SIDE ELEVATION 1 8„_ 1 , -0„ 1 8„= 1 °-0 0' 8' 161 40. SCALE: 1 /811 = 1 ' woodley 05.22.24 _ A- ] architectural 8 UNIT ADAPTIVE PRAIRIE 4 rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 1 2 3 r - , - t { , � ' t ITT 11 rJ6 1 t , x 11 fl tr��l .� , 'ILIrr. I � rat rI �I t,F.; r rr r�rr��If trt + r�L rr- -rr It �r�� rr �r--r*1 �� rr � r rr r� �t � r -�,r r� r�� r��► �rriI� _t � r� rr L # � - 6 # tot # 1` 1T .# ' #' D' , l i # ' F- + # �` }�.i #' , iiiiii 1 ++ 1 1 - F F - } i s t r r t � . f f r � t t r r r�r T t r r tr rr I -�. tr El L4 L -A p 4: - I,1 1 4 p IF IF d r +F`'i I .y i0 21 I 1 23 24 5 26 27 #ice+ ; LJ MENI MATERIAL NOTES 1 . CONCRETE ROOF TILE 2. STUCCO 3. CEMENTITIOUS SIDING 4. METAL ALINING 5. METAL RAILING . ENTRY DOOR WITH GLASS INSERT oo Iear 05.22.24 architectural 8- UNIT BUILDING CONTE PORARY A- 15 groupinc colorado // 71 sou#hparlc dr. suite B PA - N14LEWIS MANAGEMENT I littl eta n, co 80120 111303 83.72 1 R�41�1H UJII4I � CALIFORNIAcaiii�ornia // �4 pulllan st. suite A santa ana, cc 9270 / 949 553,8219 these clruWngs are intended for I:j1I devo,opmont and pro:Wnary studies orgy and<xe no'to m usfld for arty Inter puFpase.such as lino polling or fna:engineering- cop Right Woa'iey Arc!Ktech"►d Group.trre-These drawings aw not 6e used or dupiLcared without itm spremed YNif'en perm'ssion of woodev ArclVectLw Grflr.p.wc. BUILDING HT. .s,r,•-� t Imo+ «++1--w .#+T�-w, k.f <<+ +. �«-�+-ly k. #r+��+y. wr=il-, r �.-r1J-• �.� i«r�f,�' 1:. lZ 41 FASCIA HT. N - ;T 22. 26 25 24 23 22 11 � 7r' T.0, SLAB REAR ELEVATION 1 r1= 1 r_ rr JN. LJ I I - T s l I I I i - - -- - LEFT SIDE ELEVATION RIGHT SIDE ELEVATION r_ rr woo l y 05.22.24 �{ architectural 8- UNIT UILDING CONTEMPORAR A- 16 yiuup i c i LEWISMANAGEMENT Colorado / 71 sauthparl� dr. suit e P ► - ILittleton, co 80120 I 303 683.7231 RFC U41� CALIFORNIAcalifornta 1l �4 pullrnan st. suite A Santa anc, ca 92705 / 949 553,8919 these*awngs are intanded for dos.gn tlewolopment aml pra';rn'naly studies only and mm nol to be used for orry othpor pupose.such as lind plo,iirg or fnol arlgineerng. copyright WoodmN Arch'tGch"Group.me I)aw dea ngstrcy not be usodor dr.pl+earej Wlhaut the exprevmdw6rrenpnrm!ssion of weoaor,arclrlectura'QoLv wc. s 0 IMP Igo 3v fl-1; Avg ^;?r�t' i'�r�,'�.`■_��s �� _ .�_n� '�_ � � � �� _atx .�„!A�■_xr!I� -� - •. _, I L - -- �Ir� a �}?FI _ F r:• m IN 4 s:4 0, a !!0 LX v �r �{ ul� m- -- _ WF10W - - - � . .�i■�� µ.me ■ S - 1 •� r•- ■ Wpm } ■—��L�1�1S4�i I I� �}�I�� ■ 'aL�SI ■ Fi` ' ■�■ � �a• I■■LL ■■ ■� �r■� �E Rli■ IMF■■t ■I� ire I } tlsLAi ■� �. ■��■■#I�ti'� ■11� I�N�i ■■� �i� ■�iai r■ �� ■■� �� al■i _i' �f��■■t ■Dail �� RI�1■i all ;� I��ww■IY� I� ■1�■■I ■■�■� �i■i ��■�� i��■■s a■■■�■I��il, ��r■� ■� � �i��■i i■�■I� ai i ■ I�A�I�� E I��■I ■■�*■ 11■■I�f■� psi.■ il�■■#�■r�■Mr# ■I�■■■ ■� ■ ilk■■■I�*�■Ir�� bra■ I i ■■� Ir�■1�■■I ■� ■� �i■� �■I■a ■ �■■ =:Ir.�■11 ■I�I�■ ■I ■ rl��■� NOS=■�� ,,I• I�I�ww■IwFww 1�Iwlw� M ■■1 ■■ww�■■w■ �■■w■ �■I■■ ■��■■ �■I�rli� ■I�f■r 11 ■ ■��1■t Ir-1l ■li I�:■ I�I■ww■Imo ! 1�w! ■1�!■i ■■��Maw■ ■■� ��Mina WE ■� 111 w 0I:�� — ��■■ _ — III � �I� � -- �I�1■� i ' ■I� ■rl� �. ��, V NC T 1� 1I�ItI1 wllwl Iwww��I•a; — rl s�■■■■ww■�■■■■■�� '��': ��A■I mil, '■ 1� - - - ■�■■ww�■:�■�� .�_. , ■ ��w��■�� EMIL- I • • • • WIM BUILDING HT, & r yt r. - �� # - �i� :� FASCIA HT. Ta Ellil pp ph O. 73 20 - I T.O. SLAB REAR ELEVATION 1 J fP- I r_()rf 41 t _ I 5 i I - Y LEFT SIEGE ELEVATION RIGHT SIDE ELEVATION 1 /8„_ 1 , -0„ 1 /8�,= 1 _0 p, 0' 8' 16' 40. SCALE: 1 /8" = 1 ' woodley 05.22.24 _ architectural 9 UNIT ADAPTIVE PRAIRIE A 18 rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. +�,�i� J� �� _��r :�.�ti- �r.•��. —�+t+��. �.�ar .�ti- ��.�-•_ �+t.+.��"�irt+�s� �� ;7:y_ r.• .ter _�.«rtirf- � •�� —�+.�—� � '��rr�� .�K _ �� P�,��- �r■.•�.. .— ,-+�—� III � ■ +f i1i1 r } ; i I1 r 1` 7i r L � �'� � f. r r r �� i'i r '�� Q� `"4-� 'pT !�s I �' i' r # y ■ i 1T T ,T I i t a i ,� f , 4 iT ■ .4 Yra .c ice _ ` 11i `; - 15R - �i wl. - all AIN m4m, 9E ,:' ti S i 4 1 I 0 Ftfs an-1 013apPW arim is w*Vogl,w+rw. , W:'W.Mi 9.012-0Dso'amp I lapp9wrar a-is t # e to �d�+irt x :c rc� ..prat 04 atI iII cuo. d&mk Iwa ■"m a u�� c+ x � � �I.� nvA &&w0jsm s 1�1f4'M�' � ■ice - - M OMEN- U. 1 i i al i a--] IN . .Emil im_ is Oki FS ME MENNEN OL LN I I III �~ , i �. I ,..I■ � i I' 1' .{Ik�r 41�l� I Opp Fle— A ■ 1 ■ 1 1 #. BUII.f]IN HT, 1w *ni�..:.4 .. �.0 F.-� •r � . o .t.T# �'yR �##T-di .1, _�M,.« �. .4p�+-�-� �.h*+ y h V.r-.ice- �n � -r'+.. .,r e+J� . :y#ra--�� n 4��:��+-+ ` ru FASCIA H- � o0 T C7 —. --.B — — T,O, SLAP REAR ELEVATION rr_ I r_ rl 'lr •Y5 i � a i l LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 1 ri' 1 i_ rr, 1 f tr_ I P- rr ' 00 l y 05.22.24 architectural 9- UNIT BUILDING CONTEMPORARY A 20 groupinc LEIIIII� ILIA ►� EII EPVT Colorado / 71 southpar dr. suits e PA - N13 I IMIetan, co 80T 20 / 303 683.7231 RI-� U41� CALIFORNIAcalifornta Il 4 puiirr�an st. suite A Santa ana, ca 92705 / 949 553,8919 these*aw ngs are intanded for dos gn tlewolopmsini aml pm:Wnoly studies orgy and am nol to be used for onV oihpor pupose.such as lind plo,iing or fnol ang neerng. cop Mght Waao"Arch'tGch"Group.me 7K,sa deawrgs mom not be usod or dt.pl+ccrhna Wlh"the exprevmd w6r m pnr n' on of wocHiov Araileclurd Grow he. 74'-6" r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , I II II II II I I II II II cy? II I O I II II II co II I co I II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR r - - - - - - - - - - 1 r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - 1 11 12 l x 19 6 i 1 13'-7" x 20'-1" I 11 12 l x 19 6 1 1 13'-7" x 19'-7" 1 1 1 -7 x 1 -7 1 „ 3080 1 1 - - 1 1 - - 1 1 3080 METERS 11 METERS 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 I 1 I 1 I 1 1 2-BAY TANDEM 2-BAY TANDEM2-BAY1 2-BAY TANDEM 2-BAY TANDEM I1GA AGE OARA�'GE. GARAGETANDEM 6ARA,,'GE GAR'1 GE / 3080 I 1 1 1 I 1 3080 METERS 1 I I 1 1 1 1 I 1 1 METERS 1 I 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 11 Y Y Y v Y A/C A/C NOTE #2: POTENTIAL LOCATION OF I 11'-6" x 19'-6" I r - - - - - - - - - r 1 13'-7" x 19'-0" I r - - - - - - - - - r 11 13'-0" x 19'-6" A/C UNITS. TBD BY BUILDER WHETHER 1 I r - - - , 1 I I 1 1 I 1 1 1 r - - - UNITS ARE SIDE OR STREET-FACING. 1 1 I 1 1 10-7 x 19 6 I 1 TRASH 1 1 1 1 10-7 x 19 6 1 TRASH I I I 1 1 1 1 I TRASH I 1 I I I 1 1 1 1 I I I TRASH I 1 I A/C I 1 1 I 1 1 L _ _ _ , 1 1 1 1 L _ _ _ , I I 1 I A/C bo 1 1 L - - - J 1 1 1 1 1 1 L - - - J 1 1 1 1 r - - - � I I 1 1 I I r - - - - 1 1 I I 1 I I RECYCLE I 1 1 1 1 I RECYCLE I I I 1 I 1 1 I RECYCLE I 1 1 I I 1 1 1 1 I I I RECYCLE I 1 1 1 I L - - - J 1 1 L - - - J 1 1 1 1 1 1 r - - - - 1 1 1 1 r - - - I 1 1 1 1 r - - - - 1 I I I 1 1 r - - - -I 1 I I I r - - - I 1 1 1 I I I 1 1 ICOMPOSTI 1 I 1 1 I I 1 1 ICOMPOSTI I I 1 1 ICOMPOSTI 1 1 I I 1 1 1 I I I ICOMPOSTI 1 1 1 1 I I 1 I L _ - - J 1 1 i TRASH i 1 1 L - - - J I I 1 I I 1 L _ _ - J 1 I 1 I L — _ _ J 1 1 1 1 ri— — — — — 1 1 1 1 r I I 1 1 I I I 1 1 1 1 I I 1 1 1 1 r'—IIRECYC[E 1 I I I I 1 1 1 1 Ir 1 1 IL — 1 I 1 I 11 L - - - J 1 1 I I I 1 1 1 1 I I 1 1 1 1 IrT- 1 1 I I I 1 1 1 1 Ir - - - - 1 1 1 1 ILL - - - 1 1 HJ —', 1 1 I I ICOMPOSTI � 1 1 - - - - H r 1 1 I I 11 11 I 1 1 11 11- - - 1 1 1 11 1 11 " I I I 11 v I v I — - - - jI - - — — JI 11 11 - - - - a1 W/H - - - - a1 FLEX I FLEX FLEX 5'- " x 6'-4" i i E U P 6' 0" x 6'-4" C U P E i i 5'-6" x b-4" 2. 0 I I II II — UP — 11 I xi II — - - - - - II - - - - - II IX �oI co co 00 1No o� oM UNooll, o� UP o� 10 I NOTE #1 : SCREENED i 3016FX �p 2016FX �p 3016FX MECHANICAL EQUIPMENT - - - 1 AT STREET-FACING SETBACKS L - - - - - - - - - - - - - - - - - J - L - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - J UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X FIRST FLOOR 1/4" = 1 '-0'' • woodley a rchitectural BUILDING PLANS 5 - UNIT ADAPTIVE PRAIRIE A-21 rou inc 05.22.24 g p, PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — — — — — — — — — — — i r — — — — — — — — — — — — — — — — — — — — i 2040SH 2O40SH 3050SH 3050SH 3050SH 2O40SH 2O40SH J L ___ 1 r __ _ J L _ 0-O _ J L - 0 0 ; BALCONY BALCONY ; o 0 KITCHEN '2' " x6'-°" ' 2' " x6'- KITCHEN I � 1 �080SGO3050SH 608OS G D 3050SH 1 I 1 V D\�O I I I 0 GR �AT ROOM L— A LO - - - - - - - - IRIEF 3 - - - - - - - - - J 0 - II I I '-7x - u J r —r — R E ATOm REAT M II � R F II NTRY q II 12'-1' x 1 1 '- '' 12'-l' x 1 l '- - L I I I I PANTY 1 I I I � � �I I00 1 LO I ILO I � I CD 1 �I ININCJ I [PIl'NINQ UP UP -1" x 14' - Q 0 D W� 1 -1" x 14' N1 �yy i I I 10 b� I I 01 1 00 0 / \�' I 001 ININ ° ° ININ 1 1 ° ° 1 '-6" x 13'-91, '-6" x 13'-9'' ; I r r — n I I I I II I I I I I 11 = -°- 1 -1R E FLi KITCHEN _°_ __ 10 - - _ _ -10 P 1N RY ii 0 Ln 01 01 IM DN — — - - 1 1 II — 1 MI (� J J `�— ; - - - - ; U- NTRY IL - DN= �j NTRY I - - — — n — - - n DN I II 1 I — - - II I I I I GR T 00M. II 1 I II � I I I — — II 1 I _ _ II I — — G EATR 1 1 -7" x 16'-7" _ _ _ _ 11REF� I ININQ11REF1 1 LL - -I- J _ _ _ LL - -1- J 1 1 '-7" x - - - - DN i -1" x 11 ' - - - - DN i - - - - 1 - - - - - - - - - - 00 00 _ - 0 T00 00 � UP 1 UP 1 � o I I I UP 1 I I 1 808OS G D , i 608OS G D \ QYW I o o I ° I DYW I o o I ° I , \ I ° ° I 8080SGD I ° I BALCONY BALCONY OPEN TO OPEN TO BALCONY 9'-2" x 6'-9" BELOW I 10'-1" x 6'-6" C 0 BELOW o 0 17-0" x 6'-2" I I - - - - - - - - - - - - - - - -L - -2040SH - - - _ _ _ _ _ _ _ _ _ _ _ 2040SH - - - - - - - - - - - - - - - - - - - - - - - - - - - J 3050FX 3050FX 3050FX 3050FX 3026FX 3026FX 3026FX 3026FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X SECOND FLOOR 1 /4'' = 1 '-0'' i wood ley 05.22.24 _ a rchitectural BUILDING PLANS 5 UNIT ADAPTIVE PRAIRIE A-22 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH C3 7U DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH o o 2 C) 4- BEDROO/0 2 BEDROOM 2 ° " 9'-9" x lo'-o" RIM RY SUI T PRIMARY SUITE RIM RY SUIT 9'-9" x 10'-0" " 12' 1" x 12'-0'' 13'-T x 12'-0'' 12' 1" x 12'-0" zr of v N 0 0 0 CD L BEDROOM3 BEDROO 3 Lo 10'-2'' x 10'-1" 10'-2'' x 10'-1" o O o ° 0 0 o t- - - - n ° ° p 1 oSITACKEID 1� v -\x� ADCKE1I S�ACKE -� A-It, �V/D I � - - W/ - - - - O ICE " ° DN o 6' 5'-0 DN o CD LINE LINEN 0 0 0 Cal in - - - � In - - - - " DN �ACKEO o LINEN DN ��/D TACKEOI/D i i DN ° )) U - - - � � o \ \0/ Q0 . Q0 . LINEN 0 o o 0 o 04 PRIMARY SUITE PRIMARYSUITE 15'-1' x 12'-0" —BEDROOM 16'-7" x 12-0" EDFI)OOM11 '-6" x 10'-6" EDR. 00M 'd 1 0' T x 10'-0'' 10' 7'' x 10'-0" 0 0 3050SH 3050SH 3050SH F 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X THIRD FLOOR 1/4'' = 1 '-0'' . 40- wood ley 05.22.24 _ a rchitectural BUILDING PLANS 5 UNIT ADAPTIVE PRAIRIE A-23 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA Vcalifornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � I 4:12 4:12 I I I I I I I I I I I I I I I I 1 4:12 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 4:12 1 I I rl 11 11 11 11 11 11 11 11 11 I 4:12 4:12 1 I - - - - - - - - - - - qqwpl - - - - - - - - - - - - - - - - - - - - - - - I ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ a rchitectural BUILDING PLANS 5 UNIT ADAPTIVE PRAIRIE A-24 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. I II u u u I I u u II u I I u u II u I I II II II II I I p II II p I I u u II u I I q u II p I I q II II p p u II it I p II II II I I p II II II I u II I II II / I I II II / I II II I I II II / II II I II II / I II II I I II II I I p II I �I II I 1177 p I I II II I I I II II II �I I I II II II II I II II II I I II II II II I. I II II II �I I r II II II II F I I II II II II I I II II II II I I II II II / II I I I I II II II II I I I I II II II II I I �I II II II II I� AREA: -2478 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" wood ley 05.22.24 _ architectural BUILDING PLANS 5 UNIT ADAPTIVE PRAIRIE A-25 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 74'-6" r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , I II II II II I I II II II cy? II I O I II II II co II I co I II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR r - - - - - - - - - - r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - 3080 11 13-7" x 19'-7" 11 12'-1" x 19'-6" 11 13'-7" x 20'-1" II 12'-1" x 19'-6'' 11 13-7" x 19'-7" 3080 METERS 11 � II � 11 � 11 � 11 � METERS 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 I 1 I I I 1 1 2—BAY TANDEM2—BAY2—BAY TAILDEM2—BAY2 BAY TANDEM1 TANDEM IIGA AGE OARA�'GE. 6IAR�'GE GAR'��GE// 1 � TANDEM GARAGE 3080 1 1 1 1 1 1 3080 METERS 1 1 1 1 I 1 1 1 METERS 1 I 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 11 Y Y Y v Y A/C - - - - - - - - - A/C r - - - - - - - - - - , _ _ _ r - - - - - - - - - - , _ _ _ r - , NOTE #2: POTENTIAL LOCATION OF I I — — — - - - - - - r - 1 13'-7" x 19'-0" I - - - - - - - - - r - - 11 13 0 x 19 6 A/C UNITS. TBD BY BUILDER WHETHER 1 1 1 '-6" x 1 9'-6" I r - - - , r I_ " I_ " 7 1 1 1 I r I_ " I_ " ' 1 I r -1 I " " 1 1 I I 11 10 7 X 19 6 / I TRASH I 1 1 II 10 7 x 19 6 I TRASH I I I I 1 UNITS ARE SIDE OR STREET-FACING. A/C 1 1 I TRASH I 1 I I I 1 1 1 1 I I I TRASH I 1 I A/C 1 1 I I 1 1 L - - - J 1 1 1 1 L — — — J I I 1 1 C7 r - - - , 1 1 r - - - , L - - - J -' r - - - -I 1 1 rIN Lr) 1 1 I 1 1 I I RECYCLE I 1 1 1 1 I RECYCLE I I I 1 I 1 1 I RECYCLE I 1 1 I I I 1 1 1 I I I RECYCLE I 1 1 1 I L - - - J 1 1 L - - - J A/C 1 1 I I 1 1 r - - - - 1 1 1 1 r - - - I I I 1 1 1 1 r - - - � 1 I 1 1 1 1 r - - - -1 1 I 1 I r - - - I 1 1 1 I I I 1 1 ICOMPOSTI 1 I 1 1 I I 1 1 ICOMPOSTI I I 1 1 ICOMPOSTI 1 1 I I 1 1 TRASH 1 I I I ICOMPOSTI 1 1 1 1 I I I I L - - - J 1 1 i i 1 I L - - _ J I 1 1 I I 1 L — _ — J 1 I 1 I L — _ _ J 1 1 ri— — — — — 1 1 1 1 r 1 I IL — _ _ 1 1 1 I I I 1 1 I I I 1 1 1 1 I I 1 1 1 1 r'—IIRECYC[E 1 I I I I 1 1 1 1 lr — / 1 1 1 I IL 1 1 IL — 1 I 1 I 11 L - - - J 1 1 I I I 1 1 1 1 11 1 1 1 1 1 r -r 1 1 I I I 1 1 1 1 Ir — — — — 1 1 1 1 ILL - - - 1 HJ —', 1 1 I I ICOMPOSTI � 1 1 - - - - H r IIT- 11 1 1 1 11 1 I- - - I 1 1 11 1 11 " I I 1 11 v I v I - - - - jI - - - - jI 11 11 - - - - a1 W/H - - - - a1 FLEX 11 �`' ' FLEX II `�' ' II FLEX I I I 1 5'- " x 6'-4" i i E UP bl 011 x bl-411 i i r UP E 5'-6" x 6.4" _[ UP _ II II o = 0 0Lo Q UP CD UP coo 00 00 o 0 C14 �j Tm NOTE #1 : SCREENED6L - - - - - - - - - - - _3_050_SH_ _ _ _ _ _ _ _ _30_5_0S_H_ _ _ _ _ _ _ _ _ _ 3050SH I cN MECHANICAL EQUIPMENT 1 N 3026FX 1 I - - - - - - - - - - - - - - - - - - - - - - - — J AT STREET-FACING SETBACKS - A - L - - - - — — I A/C A/C L - - - - - - - — J A/C UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X FIRST FLOOR 1/4" = 1 '-0" • woodley 05.22.24 _ a rchitectural BUILDING PLANS 5 UNIT CONTEMPORARY A-26 rou inc C p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — — — — — — — — — — — i r — — — — — — — — — — — — — — — — — — — — i 2040SH 2O40SH 3050SH 3050SH 3050SH 2O40SH 2O40SH J L ___ 1 r __ _ J L _ O-O _ J L - 0 0 ; BALCONY BALCONY ; o 0 KITCHEN '2' " x6'-°" ' 2' " x6'- KITCHEN I � 1 �080SGO3050SH 608OS G D 3050SH 1 I 1 V D\�O I I I 0 _ EGR �AT ROOM L — jLO - - - - - - - - — IRIEF 3 - - - - - - - - - J 0 - II I I '- x - u J r —r — R E ATOm REAT M II � R F II NTRY q II 12'-1' x 1 1 '- '' 12'-l' x 1 l '- - L I I I I PANTY 1 I I I � � �I I00 1 LO I ILO I � I CD 1 �I ININCJ I [PlININQ UP UP -1" x 14' - Q 0 D W� 1 -1" x 14' N1 �yy i I I 10 b� I I 01 1 00 0 / \�' I 001 I1;4- ° 1 NtI ININ ° ° ININ 1 1 00 1 '-6" x 13'-91, '-6" x 13'-9'' ; I I 1 o I I r r — n I I I I II I I I I I 11 = 1 1REFn KITCHEN __ 10 — — _ _ —10 P 1N RY ii 0 Ln 01 01 IM DN — — - - 1 1 II — 1 MI (� J J `�— ; — — — — ; U— NTRY IL — DN= �j NTRY I - - — — n — - - F! DN I II 1 I — - - II I I I I GR T 00M. II 1 I II � I I I — — II 1 I _ _ II I — — G EATR 1 1 -7" x 16'-7" _ _ _ _ 11REF� I ININQ11REF1 1 LL - -I- J _ _ _ LL - -1- J 1 1 '-7" x - - - - DN i -1" x 11 ' - - - - DN i - - - - 1 - - - - - - - - - - 00 00 _ - 0 00 00 Lr) UP 1 UP 1 o I I I UP 1 I I 6080SGD D II \ I I 8080SGD808OSGD 0 DI[Ea- poi BALCONY -0 BALCONY OPEN TO II Ll OPEN TO BALCONY 1 10'-1" x 6'-6" BELOW - x 6- BELOW C 0 G 0 17-0'' x 6'-2'' 1 I I I I 2040S H 2040S H J 3050 X 3050FX 3050FX 3050FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X SECOND FLOOR 1 /4'' = 1 '-0'' i wood ley 05.22.24 _ a rchitectural BUILDING PLANS 5 UNIT CONTEMPORARY A-27 rou inc .9 1 J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 77DEEP SILL7 3050SH 3050SH 3050SH DEEP SILL 3050SH (10 CIO 1 0 F-11 i] BE ROO 2 BEDROOM2 ° 0 " 9'-91, 10'-0" RIM�NRY SUI T PRIMARY SUITE. RIM R Y S UIT 9'-9" x 10'-0" " 12' 1" x 17-0" 13'-T x 12'-0" 12' 1" x 17-0" -0 _7Z_ 1NIPWM - -1 11 °� °0 0 0 ° —l II 0 I I 0L II O I oo CD BEDROONA3 BEDROO 3 CD Lo 10'-2'' x 10'-1" 10'-2'' x 10'-1" o I I I I 0 0 o r - - - n ° ° o r - - ten ° ° - - - n SITACKE� O ADCKEI ' O SJACKE i -� �V/D I �"• L - - - U I W/ - - r - - D ICE " ° 0 DN 0 D N ° 6' " 5'-0" � � ° Q LINE LINEN o 0 0 " n - - - � n - - - -1 CV DN �TACKEO o L INEN DN "rACKEO 11 /D i �/D i DN o ° I II 0 0 FT Q0 . Q0 . LINEN LINEN ° ° o ° o L() (9) Lf) o o PRIMARY SUITE PRIMARY SUITE 15-1' x 12'-0" E D R O M 16'-7" x 12-0'' EDROOM 'i- 11 '-6" x 10'-6" EDRLOOM 1 0' 7" x 1 0'-0" 10 T x 10'-0" 12 = I I00 o I 0 o I I I 3050S H 3050S H , - - - - - - - - - - - 3050SH 3050S H - - - - - - - - - - - 2050S H , 3050SH 3050SH L - - - - - - - - - - - - - - - - - - J 3050SH 3050SH 3050SH 3050SH L - - - - - - - - - - - - - - - - J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X THIRD FLOOR 1/4" = 1 '-0'' • woodley 05.22.24 _ architectural BUILDING PLANS 5 UNIT CONTEMPORARY A-28 rou inc J p- PA N - 14 1EWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ I 4 N N D 1 N N ► I I I I I I I I I I I I I I I I I 4:12 1/2:12 1/2:12 N N Q V � 1/2:12 1/2:12 v � 4:12 I I o � 1/2:12 1/2:12 N C14 C14CV CN ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ a rchitectural BUILDING PLANS 5 UNIT CONTEMPORARY A-29 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I II II II II I II II II II I II II II II I � II II II II I II II II II I I II II II II I I II II II II II II II II II II II II II II II II II 4 II II II 4 II 4 II II II II II II II II II II II II II II II II II II h II II II II II II II II II II II II II II II II I II II II 4 I II II II II II II II II II II II II II II II II II II II II II II II II AREA: -2200 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" wood ley 05.22.24 _ _ architectural BUILDING PLANS 5 UNIT CONTEMPORARY A 30 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 88'-10" r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — ,r — — — — — — — — — — — — — — — — — — — — — — — — — , I II II II II II I I II II II II C? II I O I II II II II II I or) I II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOORJ, 8080 GARAGE DOOR r - - - - - - - - - - 7 r — — — — — - - - - - 7 r - - - - - - - - - - -I r — — — — — — - - - - 7 r - - - - - - - - - - 7 r — — — — — - - - - - 7 1 13'-7" x 19'-7" 1 1 1 1 1 I 13'-7" x 19'-7" 1 1 1 13'-7" x 20'-1" I I 13'-7" x 20'-1" 3080 1 1 1 12-1 x 19 -6 I 1 1 1 12-1 x 19 -6 1 1 I I 1 3080 METERS 11 � II METERS 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 I 1 1 I 1 1 I I I 1 1 1 1 2-BAY TANDEM 2-BAY TAILDEM2-BAY2 BAY TANDEM1 2-BAY 1 2-BAY IIGA AGE O\ARA�/GE. 6IAR�'GE GAR'��GE/1 � TANDEM GARAGE TANDEM GARAGE 3080 I i 1 1 1 I 3080 METERS I 1 1 1 I 1 1 I 1 1 METERS 1 I 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 II 11 11 11 11 11 11 11 11 v v v v v v A/C A/C r — — — — — — — — — — 7 r — — — — — — — — — — 7 r — — — — — — — — — — 7 r — — — — — — — — — — 7 1 11 '_6" x 19'-6" r - - - - - - - - - r - - - , 1 r - - - - - i II 13'-7" x 19'-0" 1 1 1 1 r _ _ _ _1 I I 1 13-7 x 19 -0 I r - - - , 1 11 '-6" x 19'-6" I 1 I I 1 11 10'-7" x 1 9'-6" I 1 TRASH 1 1 1 II 10-7 x 19-6 1 TRASH I I I I I I I NOTE #2: POTENTIAL LOCATION OF 1 1 I TRASH I I I I I 1 I 1 1 I I 1 I I TRASH I 1 1 A/C UNITS. TBD BY BUILDER WHETHER A/C r = _ - 1 1 1 1 1 1 I � 1 1 r = = = , 1 1 1 I L - - - J 1 1 1 1 1 1 1 L - - - J 1 1 A = °_° UNITS ARE SIDE OR STREET-FACING. 1 1 r - - - , I I 1 1 I I 1 I r - - - , 1 1 I I 1 1 I RECYCLE I 1 1 1 1 I RECYCLE I 1 I I I 1 I I RECYCLE I 1 1 I I 1 I 1 1 I I 1 1 I RECYCLE I 1 1 1 I L - - - J 1 1 L _ _ _ J 1 1 1 1 1 1 r - - - , 1 1 1 1 r - - - , 1 1 1 1 1 1 r - - - , 1 I 1 1 1 1 r - - - , 1 I I 1 1 1 r - - - , r - - - , 1 1 A/C 1 I I I 1 1 ICOMPOSTI 1 I ICOMPOSTI 1 1 1 1 I 1 ICOMPOSTI I I I I I I 11 1 I I I I II i TRASH i 11 I - - - I II i TRASH i ICOMPOSTI II 1 I L - - - J I I I I L - - - J I 1 1 1 L - - - J L - - - J I 1 1 1 ri- - - - - 1 1 1 1 r - - - , 1 1 1 1 r - - - , - - - - -i, 1 1 1 I II - I I 1 1 1 1 I 1 I I I I I 1 1 r'-IIRECY'L� r r- -rRECY'cm rI I 1 1 1 1 Ir - / I 1 I I I � 4- - - - 1 1 1 1 I � 4- - - - 1 I IL - 1 I 1 I II L - - - J 1 1 1 1 II L - - - J 1 1 I I 1 1 1 1 1 r r--- I 1 1 1 I r T--- I I 1 1 1 I Ir - - - - 1 1 1 1 ILL - - - 1 1 1 / - - - - - 1 1 IL - - - 1 1 1ICOMPOSTIII , I 1 II MP T a IFT- 1 1 1 1 I Irr 11 1 11 v I 11 v II I 11 v II v I v I v - - - - j1 - - - - jI FLEX II �`' ' FLEX 11 RFLEX II II FLEX 5'- x 6'-4" i i / U P 6' 0„ x 6'-4„ i I 6' 0„ x 6'-4„ i i U P I I 5'-6" x b-4" 1 I II E II E II E E II I II II — UP II — UP II 1 x1 II — - - - - II - - - - - II II Ix �1 0 0 0 o I� o00 co 00 00 I UP UP o �o NOTE #1 : SCREENED MECHANICAL ��cP� �Ocp� 1 EQUIPMENT AT STREET-FACING 1 3016FX 2016FX - - f2! 6FX _ - 3016FX 1 SETBACKS I I _� I - - - - - j - I -' U - - - - - - - - - - - - - - - - - J A/C A/C A/C q/C A/C A/C UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE FIRST FLOOR 1/4" = 1 '-0" • woodley 05.22.24 _ _ architectural BUILDING PLANS 6 UNIT ADAPTIVE PRAIRIE A 31 rou inc C p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman st. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - - - - - - - - - - - i r - - - - - - - - - - - - - - - - - - - - 2040SH 2O40SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 7JK _ J L - - - 1 r - - - J L - l..l-O - J L - 0 0 ; BALCONY BALCONY o0 TCHEN 1 12'-1" x6'-°" 12'-1" x6'- KITCHEN I 1 I I 080S G 305 S H 608OSGD 305 S H IIII I °� � °° °° 11 1 - GREAT ROOM GREAT ROOM °° °° �°�' � CD - - - - - - - - - II RIEF1 0 o IR F 11 - - - - - - - - - oD II 11 13-7 x 15 - 13-7 x 15- 1 II u � REAT M R EATDM NTRY 12'-l' x 11 '- 12'-l' x 11 '- PANT I I I I I I I I I I IV) I I pl fF QNINn1 I qNINQ UP UP '-1" x14' - Q � p �% � I Q � p �j � I -1" x14'- N1 o � I y� I I o t o � o \�' I o \�' I o f 7 ININGININ ° I I I I '-6" x 13'-9" '-6" x 13'-9" ' I I � r -r — n I r -r - n IREN KITCHEN ° 1 IRER KITCHEN ' I L - _ L - - L - L 10 _ _ - - - I rr - - - _ I rr - - - - - - - o OI I o PAN RY I i _ _ _ Pq,N RY 1 i _ _ _ o I 1� DN _ - O_ J I ir - 9 O- 7 I 11 - - DN i - - - O - - - Ir - -- - - - - - - U NTRY I _ DN- ; U ANTRY I L I - - - - rr - n - - - n , - - - - - - - I - - - II I I - - - I ' S- R ::)l\T ROOM - - - II I I - - - _ - - = EATR 0 M ' I 1 -7" x 16-7„ - - - - IuREF � PININq - - - ° ° 1uREFI_ J PININ - - - - - - - 11 '_7" x 16'- I - - - - DN i '-1" x 11 ' - - - - pN i '-Vx 11 - - - - - - - - L_ _J - - - - - - O O O o op op oCD up(, UP i UP UP Lr) I I 1 I 608OSGD I 608OSGD 808OS G D I I D o o I ° � DYW � o o I I ° y BALCONY OPEN TO BALCONY OPEN TO BALCONY BALCONY I 9'-2" x 6'-9" 9'-2" x 6'-9" I 10'-1" x 6'-6" E- TOD BELOW ° o BELOW ° o o ° 10'-1" x 6'-6" I I - - - - -Ll - - - - - - - - - - - 2040SH 2O40SH - - - - - - - - - - - - - - - -s J - -2040SH - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - 2040SH- - 3050FX 3050FX 3050FX 3050FX 3026FX 3026FX 3026FX 3026FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE SECOND FLOOR 1/4" = 1 '-0" • woodley 05.22.246 - UNITarchitecturalrouJ p- BUILDINGPLANS inc PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH 3050SH � 771--1 2 f-�5BEDROOM2r=7777 r BEDROOM 2 ° " 9'-9" x 10'-o" RIMARY SUIT PRIMARY SUITE RIM RY SUI T PRIMARY SUITE 9'-9" x 10'-0".0 " 12' 1" x 12'-0" 13'-T x 12'-0" 12' 1" x 12'-0" 13'-T x 12'-0" ntL AINN V ra/l It Nr tvR IN tv nvi I n 0 0 0 ° II � II � O II O II � BEDROOtO3 BEDROO 3 Lo 0 10'-2" x 10'-1" 10'-2'' x 10'-1" o I//-�7(7^�(()/,�,I I//�l�J^(()/•�,I o I'' Ji I "�/' "�/" 0 0 0 ° r — — — n ° ° o r — — — n STACKE 9TACKEI � 9TACKEi SrACKE, Ir -�I \x/ �/D � ; O \X/ / ; .I./D I / \ L — — — U / \ L — — — U I W/� OFf ICE ; ; D ICE ; ; ° rn O D N o 6' 5' D N o 6' 5' D N D Ncoo O CD LINE LINEN o 0 I 0 N n — — — n — — — N 5 DN aI/D TACKEO o LINEN DN �TACKEO o LINEN Ijj,,// I /D � II I " - - - J I II II 0 0 LINEN LINEN Q. .0 0 0 o O O Q. 0 o °^ Q Qo - C) CN o � � o PRIMARY SUITE PRIMARY SUITE 15'-1' x 12'-0" 3EDROOMz. EDRO M 15'-1" x 2'-0" ED OOM 1 1 '-6' x 10'-6" ED OOM 1 1 '-6" x 10'-6" 10' T x 10'-0" L—N 10' 7" x 10'-0" 0 CD o o 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE THIRD FLOOR 1/4" = 1 '-0'' • woodley 05.22.24 _ _ architectural BUILDING PLANS 6 UNIT ADAPTIVE PRAIRIE A 33 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 4:12 4:12 I I I I I I I I I I I I I I I I 4:12 I I I I I I I I I I I I I I a aCq 04 ► 4i I I I I I I I I I I I I I I I I 4:12 qqwppl I. I I rl 11 II II II II II II II II I 4:12 4:12 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ A-34a rchitectural BUILDING PLANS 6 UNIT ADAPTIVE PRAIRIE rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,r - - - - - - - - - - - I II II II II II I I II II II II II I I II II II II II I I � II II II II II I I II II II II II I I II II II � II II / I I II II II II II I I II II II II II / I � II II II II II � q II II II II I p II II II II I I II II II II II I II II II I II II II / I I II II II I I II II II / I I II II II I I II II II I I II II II I I II II II I I I I II II II I I II II II I I II II II 1 I II II II I rr rr I II II p I II II p I I II II II I II II II p II I I II II II p II I II II II II II II II II II II II II II II II rl II II II II II h I I II II II II II I I I I II II II II II I I I I II II II II II I I I I II II II II II I I I I II II II II II I I �I II II II II II I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AREA: -3047 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" wood ley 05.22.24 _ _ architectural BUILDING PLANS 6 UNIT ADAPTIVE PRAIRIE A 35 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 88'-10" r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r - - - - - - - - - - - - - - - - - - - - - - - ,r - - - - - - - - - - - - - - - - - - - - - - - - - , I II II II II II I I II II II �'? II II I O I II II II �y) II II I I II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR r - - - - - - - - - - 7 r - - - - - - - - - - 7 r - - - - - - - - - - -I r - - - - - - - - - - 7 r - - - - - - - - - - 7 r - - - - - - - - - - 7 3080 11 13-7" x 19'-7" �, 12'-1'' x 19'-6" II 13'-7" x 20'-1" II 12'-1" x 19'-6'' 1, 13-7" x 20'-1" 11 13-7' x 19'-7" 3080 METERS 11 � 11 I 11 � 11 1 II � 11 � METERS 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 I I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 2-BAY TANDEM 2-BAY TAILDEM2-BAY2 BAY TANDEM1 2-BAY 1 2-BAY TANDEM IIGA AGE O\ARA�/GE. 6,AR�'GE GAR'��GE/� TANDEM GARAGE TANDEM GARAGE 3080 I i 1 1 I 3080 METERS I 1 I 1 I 1 1 I 1 I METERS 1 I I 1 1 1 1 I 1 I 1 1 1 I 1 I 1 1 I I 1 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 11 II 11 11 11 11 11 II 11 II 11 11 v v v v v v A/C A/C r - - - - - - - - - - 7 r - - - - - - - - - - 7 r - - - - - - - - - - 7 r - - - - - - - - - - 7 1 II I r - - i - - - i 11 13'-7' x 19'-0" ; r - - -I II I I. i - - - 1 11 13'-7" x 19'-0" ; r - - - , 11 l l '-6" x 19'-6" 11 1 1 -6 x 19 -6 i i - - - i 1 10'-7" x 19'-6" I TRASH I 1 I I 10-7 X 19 -6 I I TRASH I 1 I I I 1 1 1 I I 1 NOTE #2: POTENTIAL LOCATION OF 1 I I TRASH I I I 1 I I I 1 I I TRASH I 1 I A/C I 1 I I II _ _ _ ; I , 11 r _ _ _ n 1 ' I I 1 ' A/C A/C UNITS.UNITS ARE SIDE D BY OR STREET-FACING.D ER 1 1 L - - - J 1 I I I I 1 I I I 1 I L - - - J I 1 _ I 1 1 r - - - -i 1 1 1 1 r - - - -i 1 1 1 I I I 1 I I RECYCLE I 1 I 1 1 I RECYCLE I I I I I I I I - 1 I I RECYCLE I 1 I I I 1 I I 1 I I I 1 I RECYCLE I 1 1 r - - - -I 1 I I I 1 I r - - - , r 1 I I I 1 1 ICOMPOSTI 1 I ICOMPOSTI 1 1 I I 1 1 ICOMPOSTI I I I I I I 11 I I I 1 I 11 i TRASH i 11 I - - - I II i TRASH i ICOMPOSTI 11 1 I L — — - J 1 I I I L — — - J I 1 1 I L — — — J L — — — J 1 1 1 1 ri— — — — — 1 1 1 1 r - - - , 1 1 1 1 r - - - , — — — — — i, 1 1 1 I I I 1 I 1 1 rl—rRECYrL- r 1 1 n—IIRECYcm rI I 1 1 1 1 Ir — / I 1 1 I 1 � 4- - - - 1 1 1 1 11 4- — 11 _ — 1 I 1 I IL — 1 I 1 I 11 L — — — J 1 1 1 1 11 L — — - J JI 1 1 1 1 I I 1 1 I 1 1 r r--- I 1 1 I 1 r 7---- 11 1 1 1 I Ir — — — — 1 I 1 1 ILL — — — I 1 1 / IL L — — — - - — — - 1 1 1 1 1 1 1 1 � - - - - , 1 1 11 ICOMPOSTI , 1 1 11 ICOMPOSTI a 1Ir - - - I 1 1 1 I 1rr - - - 11 1 II II 11- - - 1 11 II 11- - - 11 v I 11 r I1 I II v II v I v I v - - - - j1 - - - - jI FLEX FLEX FLEX ; ; FLEX 5'- " x 6'-4" I I U P 6' OII x 6'-4„ I I E 6' 0'' x 6'-4" I I E U P I I 51-6" x 6-4"' II EFA II II II II II _ Up II _ up II � — 00 II 00 )01 cooUP UP o Lr) (D-- 0 NOTE #1 : SCREENED MECHANICAL o � � 0 EQUIPMENT AT STREET-FACING - - - - - - - - - - - _30_5_ - - 3050SH 305- - SETBACKS 3026FX - - - - - - - - - ` - � 1 3026FX N A/C A/C - - - - - - - - A/C A/C A/C UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE FIRST FLOOR 1/4" = 1 '-0" • woodley architectural BUILDING PLANS 6 - UNIT CONTEMPORARY rou inc 05.22.24 g p, PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman st. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - - - - - - - - - - - i r - - - - - - - - - - - - - - - - - - - - 2040SH 2O40SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH - J L - O-Q - J L - - - 1 r - - - J - J L - 0 0 ; BALCONY BALCONY 9 ; o 0 K ITCHEN I 1 12'-1" x6'-°" 12'-1" x6'- KITCHEN I L: I I 1 080S G 305 S H 608OSGD 305 S H I I °� � °° °° -Lo GREAT ROQM - .GREAT ROOM °° °° �°�' � CD J-) - - - - - - - - - II R�EFI o2 1R F �� - - - - - - - - - II I I 13-7 x 15 - 13-7 x 15- 1 11 u j L — — u BEAT M ("' REA . M NTRY 12'-1' x 11 '- 12'-1' x 11 '- PANT I I I I I I I I I I I0 I I pl ILo I I E. LoI I0 I I 0I QNINn1 1 [� NIN (q UP UP -1" x14' - Q � p �% � I Q � p �j � 1 -1" x14'- N1 o �+, � I �1, y� I o t o W o 0 0�' I W o 0 \�' I o f I "T o I 1910. 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LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH I 3050SH 30I 5I0 SH 0 305II0II SH 0 O 3050SH 3050SH 050SH 0° 30I5 II0III SH , 3050SH DEEP SILL DEEP SILL CD 0r=7777r .,p-= BEDROOM2 BEDROOM2 0 7171 0 f_�5) 9'-9" x 10'-o" RIMARY SUIT PRIMARY SUITE RIM RY SUIT PRIMARY SUITE 9'-9" x 10'-0" o " .0 12' 1 x 12-0" 13'-T x 12'-0" 1211 x 12'-0" 13'-T x 12'-0" 0 o BEDROONA3 BEDROO 3 " _ CD 1 Lo I lJ;10 =oLn-- x 10-1 10x 10-1 Q5 I'li 11 1 ec- 0 0 ° ° Lr o r — — — n r — — — n TACKE ; / 9TACKE Sr� STACKE� kFN /X\ /p X �//p �ACKE MEZ .I./D I \ L — — — L I W/ D ICE D ICE 0 nt: 1 0 coo DN o 6' 5 DN O 6' 5 DN DN =Q LINE INEN CD O � IIII f 7 DI 0 0 N n - - - � N pNCr—��T/D o LINEN pN �TACKE[ o LINEN I I �►�//D I I /D I I I I " - - - J I II II 0 0 LINEN LINEN 0 0 0 o O O o 0 0 0 o ° 0 Q 0 ° 0 o � � o PRIMARY SUITE PRIMARY SUITE 15-1' x 12'-0" BEDIR00Mz. EDRO M 15'-1" x 2'-0" ED OOM 1 1 '-6' x 10'-6" EDR)LOOM 1 1 '-6" x 10'-6" I 10' 7" x 10'-0" 10' 7" x 10'-0" L yj I I = = I I044 L 0 CD NI NI Fs I I 3050S H 3050S H I _ _ _ _ _ _ 41 _ _ _ _ _ 3050SH 3050SH _ _ _ _ _ _ _ _ _ _ _ 3050S H 3050S H , 3050SH 3050SH I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I 3050SH 3050SH 3050SH 3050SH L - - - - - - - - - - - - - - - - - - J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE THIRD FLOOR 1/4" = 1 '-0'' • woodley 05.22.24 _ _ architectural BUILDING PLANS 6 UNIT CONTEMPORARY A 38 rou inc J p- PA N - 14 1EWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. _ _ _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ 7/C'4 NDN N I I I I I I I I I I I I I I I I 4:12 � a 1/2:12 1/2:12 1 � � D 1/2:12 1/2:12 � v 4:12 I I /2:12 1/2:1 CN CV N CV N CV C\I N C\I CV ' ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ _ a rchitectural BUILDING PLANS 6 UNIT CONTEMPORARY A 39 rou inc C p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,r - - - - - - - - - - - I II I I II I II II II II II I I II II II II II I I II II II II II � I � II II II II II � I II II II II II / I I II II II II II � I I II II II II II II II II II II II II II II II II II II II II II II II II II II � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II p rr II II II or v- - - - - - - - II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II — — — — — — — — — — — — — — — — — — — — — — — — — —II— — AREA: -2771 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" wood ley 05.22.24 _ architectural BUILDING PLANS 6 UNIT CONTEMPORARY A-40 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 101 '-8" r - - - - - - - - - - - - - - - - - - - - � r - - - - - - - - - - - - - - - - - - - - � r - - - - - - - - - - - - - - - - - r — — — — — — — — — — — — — — — — — — — — — — — — — -1 r — — — — — — — — — — — — — — — — — — — — — — — I r — — — — — — — — — — — — — — — — — — — — — — — I r — — — — — — — — — — — — — — — — — — — — — — — — — I II II II II II II I I II II II II II c� II I O I I I I I I I I I I I cY) I II II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR - - - - - - - - - - - - - - - - - - - - 1 13'-7" x 19'-7" 1 1 �� 1 13'-7" x 20'-1" I 1 I 1 13'-7" x 20'-1" 1 � � �� 1 1 13'-7" x 19'-7" 1 3080 1 1 1 12-1 x 19 -6 1 1 I 1 12-1 x 19-6 1 1 I 1 12-1 x 19 -6 1 1 1 METERS 11 � 11 II METERS 3080 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 2-BAY TANDEM 2-BAY TANDEM1 2-BAY 2-BAY TANDEM � 2-BAY 2-BAY TANDEM 2-BAY TANDEM �IGA AGE OARA�/GE. TANDEM6,ARAGETANDEMOAR�/GE GAR'��GE/l � GARAGE GARAGE 3080 1 1 I 1 3080 METERS 1 1 1 1 1 1 1 1 1 I 1 1 1 I METERS 1 1 1 I 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 v v v v v v v A/C A/C r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - 1 1 — — — — — — — — — r — — — 1 r - - - - - — — — — — r — — — � 1 1 r — — — - 1 1 11 '-6" x 19'-6" I r - - - -, 1 I 1 13-7 x 19 0 I I 1 1 13-7 x 19 0 I r - - - - - - - - - 1 1 r - - - , 13'-0" x 19'-6" 1 I I 1 11 10'-7" x 1 9'-6" 1 TRASH 1 1 1 11 1 0'-7" x 1 9'-6" 1 TRASH 1 1 1 11 10'-7" x 1 9'-6" 1 TRASH I I I 11 NOTE LOCATION POTENTIAL 1 I I TRASH I 1 I I I 1 I 1 I I I 1 I 1 1 I I I TRASH I 1 I LOCATION OF A/C UNITS. 1 1 1 1 1 I I I I 1 q/C TBD BY BUILDER WHETHER A/C L - - - J L - - - J L - - - J 1 1 00 L - - - J r - - - 1 II , 1 1 r - - - -I 11 1 1 1 r - - - I 1 1 _ 1 1 r _ _ _ - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � _ _ _ -I 1 1 �; UNITS ARE SIDE OR 1 I I I 11 I RECYCLE I 1 , 11 I RECYCLE I 1 I 11 I RECYCLE I I I 1 1 � STREET-FACING. 1 1 I RECYCLE I I I 1 1 I I 1 1 I I I RECYCLE I 1 1 1 I L — _ - J 1 1 L - - - J 1 I L - - - J 1 1 I I 1 I r - - - -I 1 1 1 I r - - - � 1 1 1 I r - - - I I I 1 1 I I 1 1 r - - - -i 1 I I I 1 1 r - - - -I 1 I I I r - - - -1 1 1 I I 1 1 ICOMPOSTI 1 I 1 1 I I 1 1 1 1 ICOMPOSTI I 1 1 1 ICOMPOSTI I I ICOMPOSTI 1 I 1 1 I TRASH I 1 I I I 1 I I TRASH I 1 1 I I ICOMPOSTI 1 1 1 I I 1 I I L - - - J 1 1 1 1 1 I L - - - J 1 I I I 1 I L - - - J I I 1 1 1 1 L - - - J 1 I 1 I L - - - J 1 1 1 1 L - - - J 1 I L - - - J I 1 1 I ri- - - - - 1 I 1 1 r - - - -i 1 1 1 1 r A/C 1 I I I — 1 1 1 I I I 1 I 1 1 I I 1 1 I I I 1 I 1 1 I I 1 I 1 1 r'—17ECY'CL-E 1 I 1 1 r'—IIZECYCLT 1 1 I I I 1 1 1 1 Ir — / 1 1 1 I 114- - - - 1 1 1 1 11 1 I IL — 1 I I I 11 L - - - J 1 1 1 1 11 L - - - J 1 I I I I 1 1 1 I 1I 1 1 1 I IrT- 1 1 1 1 1rT— 1 1 Ir - - - - 1 1 1 1 ILL - - - ILL - - - 1 I I ICOMPOSTI 1 1 1 1 ' 1 1 1 1 1 1 ICOMPOSTI — — — _ fi r - - J 1 1 lEr - - - I 1 1 1 I 1Er — IYI 1 1 1 Ivl I 1 1 Ivl 1 ;- Iv1 1 11 I 1 11 1 11 I v I v I v - - — — JI - - - - jI - - - - a1 W/H - - - - � 1 W/H - - - - -11 FLEX FLEX FLEX FLEX, 5'- ' x 6'-4" ; ; E U P 6' 0„ x64' ii /E6' 0" x6 4' i i C U P E ii5�-6x6 -4 11 — UP 11 —C UP 11 ; x1 II — - - - - - II - - - - - II - - - — — II IX �1 0 0 0 0 LL 00 00 00 � I� 01 UP UP o� UP Io NOTE #1 : SCREENED r�i � � IMVJ iM MECHANICAL EQUIPMENT 1 3016FX 2016FX - - 2016FX - - 3016FX AT STREET-FACING SETBACKS - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ A/C A/C A/C A/C A/C UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X FIRST FLOOR • woodley 05.22.24 _ architectural BUILDING PLANS 7 UNIT ADAPTIVE PRAIRIE A-41 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r — — — — — — — — — — — — — — — — — — — — I r — — — — — — — — — — — — — — — — — — — — 7 r — — — — — — — — — — — — — — — — — — — — 2040SH 2O40SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH O ; BALCONY_ BALCONY BALCONY_ 00 KITCHEN KITCHEN 12'-1" x 6'-0" 12'-1" x 6'-0" 12'-1" x 6'-0" I 080S G D 3050SH 080S G D 305 S H 5080S G D 3050SH I I N D� �� I N CD GR �AT RGR �AT ROOM ° ° �� CD - - - - - - - - - CD REF 1, ,_ I - - - - - - - - - II I I 13-7 x 15 - 13 7 x 15- u_ r —r — n R E A M REAT m REATOM I ' NTRY I R�F II 12'-1' x 1 1 '- " 12'-1' x 11 '- " 12'-1' x 1 1 '- " L - L I I I I PANTY I I I INp I I pl f-ANINnI I NIN UP UP UP -1" x 14' Q O p _w i Q O D �V ; -1" x 14'- N I o � I I � I I o to �� I O ! `,, I of DININ ININ INING I I I ° ° I '-6" x 13'-9" i ; '-6" x 13'-9'' ; ; '-6" x 13'-9" r -r — n I r -r — n I I I I I II I I I II I I I I I II I I II I ° i iREFii KITCHEN ° ;RE4 KITCHEN ° I� - - - - - - - - PIN RY rr - -- - - - - P ' N RY rr - -- - - - - - - O of to II _ � _ _ II - -- - - C) C-) DN - - - 7 I I I - - I I I - 7 ° c„)I N U NTRY I L _ DN_ _ i U NTRY IL - DN NTRY I - - - - rt- -, - - - rt - - , - - - rt - - � DN ' GR ::�\T D I _ _ _ II I I _ _ _ II GREATROU 1 -7" x 16'-7" - - - - IIREF' IPININQ - - - Ill EF�_ � PININ - - - IuREF � - - - - _ - - - - " - �-J - - 11 -7 x l7 - - - - DN I -1 x 11 - - - - DN I -1 x 11 - - - - DN I - - - - I 00 o0 00 - - `D Op 00 Op 0 "' UP UP o UP I I I I I I )UP I I I chh 6080SGD 6080SGD ; 808OS G D i I jD�NJ o o I ° � DYW o o I ° � DY oL-O I ; o ° ° ° i ° ° I E. i 8080SGD BALCONY OPEN TO BALCONY OPEN TO BALCONY OPEN TO I C- LLL I 9'-2" x 6'-9" 9'-2" x 6'-9" BALCONY 10'-1" x 6-6" ° O BELOW ° O BELOW ° O BELOW ; 17'-0" x 6-2" I I - - - - - - - - - - - - - - - - 2040SH 2O40SH - - - - - - - - - - - - - - - - - - - - - - - - - - - 2040SH rl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3050FX 3050FX 3050FX 3050FX 3050FX 3050FX 3026FX 3026FX 3026FX 3026FX 3026FX 3026FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X SECOND FLOOR • woodley 05.22.24 _ architectural BUILDING PLANS 7 UNIT ADAPTIVE PRAIRIE A-42 rou inc � A J p- P A N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH o o 2 BEDROOM 2 BEDROONA 2 ° " 9'-9" x 10'-o" RIMARY SUI T PRIMARY SUITE RIM RY SUI T PRIMARY SUITE RIMARY SUIT 9'-9" x I0'-0" " 12' 1" x 12'-0" 13'-T x 12'-0" 12' 1" x 12'-0" 13'-T x 12'-0" 12' 1" x 12'-0" .0 1 1 1 - I - I I - I --- 00 00 K H M H M M M H 4 o IV 0 0 ° O I 00 ° II � II N BEDROONA3 BEDROO 3 Lo oT 10'-2'' x 10'-1" \ 10'-2" x 10'-1" o FN O 0 O 0 O Lo 0 0 ° r — — — n ° ° o r — — — n ° ° o � JUA� S�TACKEb 0 9TACKEi � sTACKEi StACKE, r\ / [/7x /D 0 X �N/D\ L — — — Ll — — LJ I W/ O ICE ; ; D ICE ° O DN o - J. 6' 5'-011 DN o 6' 5'-0' DN o O o LINE INEN CD 0 0 " n — — — n — — — -1 n — — — " DN aI/D TACKED o LINEN DN )�TACKE� o LINEN DN ,�TACKEO II I V/D i /D i DN )J° ° U — — — J LI — — — J U — — — J II O O Q0 . Q0 . LINEN LINEN ° ° Qo CD CN o � rL2 � o PRIMA Y SUITE PRIMARYSUITE 15'-1' x 12'-0" E D R OOM E D R O Mz. 16'-T x 12-0" ED OOM 1 1 '-6'' x 10'-6" ED OOM 1 1 '-6" x 10'-6" EDR)k00M CD 10' 7" x 10'-0" 10' 7" x 10'-0" 10' 7" x 10'-0" o o 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH _ _ _ _ _ _ _ _ _ 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X THIRD FLOOR 1/4" = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 7 UNIT ADAPTIVE PRAIRIE A-43 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - 0 - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - 1 1 4:12 4:12 4:12 1 I I I I I I I I I I I I I I I I I 0 I 4:12 I I I I I I I I I I I I I I a a4 4 � 4i I I I I I I I I I I I I I I I I 4:12 I I rl F, 11 11 11 11 11 11 11 11 11 4:12 4:12 4:12 11 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - 1 ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 7 UNIT ADAPTIVE PRAIRIE A-44 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. II II II II II II I I u u u II a II I I II II II II II II I I II II II II II II I I u II u u u p I I p II II II II p I ' q II II II II p ' q II II II II ,I q II II II II ,I II II II II ' II II II II ' ' II II II II ' � II II II II ' II II II II ' ' II II II II I ' II II II II I ' q II q II I I II II I, II I I I, II I, II I I II I, II I, II I I � I� II II II II �I I II II II II II � I II II II II II II I. 00, � II II II II II �I r II II II II II II F I I II II II II II II I I - - - - - - - - - - - - I I II II II II II II I I I I II II II II II II I I 'I II II II II II II I I 'I II II II II II II I I �I II II II II II .... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AREA: -3465 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" wood ley 05.22.24 _ architectural BUILDING PLANS 7 UNIT ADAPTIVE PRAIRIE A-45 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 10 '-8" r - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - - - , I II II II II II II I I II II II II II c� II I O I II II II II II cy) II I cy) I II II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR r 8080 GARAGE DOOR 8080 GARAGE DOOR r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - , r r - - - - - - - - - - , r - - - - - - - - - - , 3080 1 1 12-1" x 19'-6" I 11 13� 1 1 i 1 1 12-1" x 19'-6" I 1 13'-7" x 19'-7" , 3080 113'-7" x 19'-7" ' I i -7 x 20-1 12'-1" x 19'-6"1 1 1 1 13'-7" x 20'-1 ' " ' , � 1 1 METERS METERS 1 1 1 1 1 I I I 1 I 1 1 I 1 2-BAY TANDEM 2-BAY TANDEM1 2-BAY 2-BAY TANDEM � 2-BAY 2-BAY TANDEM2-BAY O TANDEM O\AR� I GE /GA AGE AR�GE TANDEM GARAGE AR�GE TANDEM GARAGEGE GARI 1 3080 I I 1 I 1 1 1 I 1 I 3080 METERS 1 I I 1 1 1 I I I 1 I METERS 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 11 11 11 11 11 11 11 11 11 I� 11 v v v Y Y v A/C A/C r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - , r - - - - - - - - - - , 1 - - - - - - r 1 13'-7' x 19'-0" 1 - - - - - - - - - r 1 13'-7" x 19'-0" I - - - r 1 1 NOTE #2: POTENTIAL 1 1 1 '-6" x 19'-6" 1 r - - - , r - ,_ �, r - , I I I , r /7 1 1 r - - - , 13'-0" x 19'_6'' I , 1 I 1, 10 7 x 19 -6 1 TRASH i 11 11 10'-7" x 19'-6" 1 TRASH I 1 , 1k 10'-7" x 19'-6" 1 TRASH I I I 11 i LOCATION OF A/C UNITS. 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LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA VCalifornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - - - - - - - - - - - i r - - - - - - - - - - - - - - - - - - - - i r - - - - - - - - - - - - - - - - - - - - � 2040SH 2O40SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 001 BALCONY BALCONY_ BALCONY 00 12'-1" x 6'-0" 12'-1" x 6'-0" 12'-1" x 6'-0" KITCHEN KITCHEN 080SG D 305 SH 6080SG D 3050SH ±080SG D 305 SH I I CIO _ _ I DA �I IIi o k_ GREAT ROOM R AT ROQm oCD CD - - - - - - - - - - - - - - - - - - oREF 13'-7x 15 - 13'-7x 15 _ u _ _ _ r —I- ("37 � � II R E ATOm R E ATOm REATOm I R F NTRY I ii r _ 12-1 xll - 12 -1 xll - 12-1 xll - L _ _ L I I I I PANTY I I I I J I I J I Io I I of ILo I I LI I� I N I N I I IN I N '-1" x 14' -', UP Q O �'' I UP Q O i UP t o D W i i DjVV I I -1" x 14'- o f to O _ _ I O I of Ll ININGININ INING I � I ° ° I '-6" x 13'-9'' i i '-6'' x 13'-9'' i i -6" x 13'-91, r -r - n I r -r - n G d I 1 ° I IREFii KITCHEN ° 1 IREFii KITCHEN ° t o - PIN RY rr - - - - PIN RY rr - - - - po 0l (9 I� 7j I I - - - '4` 11 Lo - - - C:) I(y) DN - - - 7 I II - 7 I II - 7 �I Ln U NTRY I � _ QI� _ ) U ANTRY I MD�L ) U ANTRYFFF i - - - - n- - , - - - n - - , rl - - , DN R T DJDN G EA Rb'-7" - - - - ��REFI - - - uREFI_ J ININ ��REFI - - - -u _ _I_ � u _ _I_ � I - - - - i '-1" x 11 ' - - - - DN I '-1" x 11 1 1 '-7' x 17'- I - - - - I - - - - DN I - - - - I L 0 OQ 00 00 "' UP UP o � UP I I I I I I U P c� I - I 608OSGD 608OSGD 808OS G D I \ , I \ I DY i o o I ° D��(� o o I ° D��V o o o ° \ ° ° 1 / \ ° ° i / ° ° I 8080S G D BALCONY OPEN TO BALCONY OPEN TO BALCONY OPEN TO I 10'-1" x 6'-6" BELOW 9'-2" x 6'-9" BELOW 9'-2" x 6'-9" BELOW BALCONY I I I I - - - - - - - - - - - - - - - - - - - 2040SH 2O40SH - 2040SH _ _ _ _ _ _ _ 3050 X 3050FX 3050FX 3050FX 3050 X 3050FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X SECOND FLOOR 1/4'' = 1 '-0" • wood ley 05.22.24 _ architectural BUILDING PLANS 7 UNIT CONTEMPORARY A-47 rou inc C p- i PA N = 14 LEWIS MANAGEMENT CORP . LM C-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA Calif anornia // 2943 pullman St. suite Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 2 CD 0 CD ILBE RDO 2 BE ROO 2 CD ° Nt " 9'-9'' x10'-0'' RIM RY SUI T PRIMARY SUITE RIM RY SUI T PRIMARY SUITE RIM RY SUI T 9'-9" x10'-0'' " 12' 1" x 12'-0" 13'—T x 12'-0'' 1211" x 12'-0" 13'-7'' x 12'-0'' 12' 1 ' x 12'-0" 0. o ° ° o0 ff -L o� r— o o ° O I 0 0 ° Lo I 000 � II I Ll IJ O II O II O JI C)1 LoBEDROOtO3 BEDROO 3CD CD 1 10Lo I '-2'' x 10'-1" 10'-2" x 10'-1" � I I I I L_ _J o O ° 1 0 0 ° r — — — n ° ° o r — — — n ° ° o I�WM 1 S�TACKE�D � gTACKEI sTACKEv SrACKE, -� El i \�/D � 0 X �/D ��d/D L - - - LI L - - - W/ I I I II II OFf ICE ; ; OffICE ° ODN o 6' 5,-0'' I I DN o 6' '' 5�-0„ I I DN o O = II II = m - 0 LINE I I I I LINEN o 0 0 C'l n — — — -1 n — — — n — — — N DN ti /D ACKEO o LINEN DN VID ACKEOFFF o LINEN DN El ACKE II I Iqj��//D I DN — — — J — — — J U — — — J -0 IIlz�O O � � LINEN LINEN LINEN ° ° _ QOO QOOIEEE _ o o o � � o PRIMARY SUITE PRIMARY SUITE EDRO MBEDROOM 16'-7" x 12-0"15'-1' xl2'-o" ED OOM ED OOM ED OOM I 1 1 '-6' x 10'-6" 1 1 '-6" x 10'-6'' I 10' 7'' x 10'-0'' 10' 7 I x 10'-0'' 10' T x 10'-0'' I = = I Ip o N I I I 3050S H 3050S H , _ _ _ _ _ _ _ _ _ _ _ 3050SH 3050SH _ _ _ _ _ _ _ _ _ _ _ 3050SH 3050SH _ _ _ _ _ _ _ _ _ _ _ 2050S H , 3050S H 3050S H L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ J UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X THIRD FLOOR do /\Aod ley _ A-48 ura05.22.24arc �tect.BUILDING PLANS 7 UNIT CONTEMPORARYroU inc - - J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. _ _ _ _ _ _ _ _ _ _ _ IIIIIIIII _ _ _ _ _ _ _ _ _ _ _ 0 (V D _ _ _ _ _ _ _ _ _ _ _ 4 NN NN D _ _ _ _ _ _ _ _ _ _ _ 4:12N 1/2:12 IIIIIIII 1/2:12 / 4i 1/2:12 1/2:12 4:12 I I /2:12 1/2:1 N N aN N N N N N � N N N N N ' ROOF PLAN 1 /8" = 1 '-0" wood ley 05.22.24 _ A-49a rchitectural BUILDING PLANS 7 UNIT CONTEMPORARY rou inc C p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I II II II II II II , I � II II II II II II ' � I II II II II II II I I II II II II II II I � II II II II II II � � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II q II II II II II II II II II II II II II II II �I II II II II II �I II II II II II �I II II II II II �I II II II II II �I I II II II II II �I II II II II II �I II II II II II �I II II II II II �I II II II II II �I II II II II II �I AREA: -3199 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" • wood ley 05.22.24 architectural BUILDING PLANS 7 - UNIT CONTEMPORARY A-50 rou inc J p- � PA N = 14 LEWIS M7kNAGEME N T CORP . LM C-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 1 16-0" r - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - ,r - - - - - - - - - - - - - - - - - - - - - - - - - , I II II II II II II II I I II II II II II II �? 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TBD Y BUILDER lFr - - - I 1 1 I I Irr - - - I 1 I 1 1 1rr - - - - - 11 1 1 1 � 1--- WHETHER UNITS ARE 11 1 1 1 II 11- - - 1 11 11 11- - - 1 1 1 II 1 � - - II SIDE OR " " I I I I I " I I I 11 I I " " I " I " STREET-FA ING. - - - - jI - - - - jI (W/H FLEX 11 �`' ' LEX 11 �`/ ' FLEX 11 �`/ ' LEX II 11 FLEX I I I I II II I 5'- ' x 6 4' 11 U P 6' 0„ x 6'-4„ I I 6' 0„ x 6'-4" I I 6' 0„ x 6'-4" 11 U P I I 5'-6„ x b -4" I II E II E II E II E E 11 I 1 II — II — UP 11 — UP 11 — UP 11 1: I x1 II - - - - II - - - - - 11 - - - - - II 11 Ix U_ o 0 0 0 o I U_ o� UP UP 00 UP 00 00 �o I l'p� p� l'p� 3016FX p 2016FX p 2016FX p 2016FX 3016FX - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - � I 4 NOTE #l : SCREENED MECHANICAL A/C ,q/C A/C A/C A/C A/C A/C A/C EQUIPMENT AT STREET-FACING SETBACKS UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE FIRST FLOOR 1/4'' = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 8 UNIT ADAPTIVE PRAIRIE A-51 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. r - - - - - - - - - - - - - - - - - - - - I r - - - - - - - - - - - - - - - - - - - - 7 r - - - - - - - - - - - - - - - - - - - - 2040SH 2O40SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH 0 0 ; BALCONY BALCONY BALCONY 9 1 o 0 12'-1 x 6'-0" 12'-1 x 6-0" 12'-1 x 6-0"KITCHEN ; KITCHEN 1 080S G D 305 S H �080SG� 305 S H 080S G 305 S H I I \ / \ / °��' ' ° " - '- ' R AT R00M GR �AT ROOM GREAT R00m ' -' - ' ° ' °\'�' ' CD �_ ° ° - - II I I I I II - - ° ° - �� o 11 RIEFI IR F II � II I I 13'-7" x 15'- " 13'-7" x 15'- " 13'-7" x 15'- " I � II � u _ _ J R EAT M REAT M REAT M NTRY 12'-1' x 1 PANT I I I I I I I I I I I� I I I �01 I � I I I _ LOI I0 P-o I N I N I I IINNING� ; J '-1" x 14' UP QO ,� i UP QO ,� ; UP Q0 �� ; -1" x 14'- " °y I I °1� I I ° I I o / \ / \ / \ 7 to C - - � I 0 - - � I C - - � I of 1Ll� o I o ININ ININ0 ININ ° I I I I I -6" x 13'-9" I ; '-6" x 13'-9" I ; '-6" x 13'-9" I I I I I I I I I I I I I r -r - n I r -r - n I r -r - n I I I II I I I II I I I I I I I I I II I I II I I II I REFii KITCHEN ° ;REFii KITCHEN ° EFI' KITCHEN 10 _ _ - - — I rr — - - _ I rr — - - — I rr - -- - - - - - - OI I o PAN RY I i _ _ _ PAN RY I i _ _ _ PAN RY I i _ __ _ _ ) I ICD (y) DN - - - 7 I II - 7 I II - 7 I II - - pN c'') I �_ Ir - -- - - I 1r - -- - - - - - - I - - - - V; U NTRY IL _ DN _ j ANTRY I L - DN _ ; U NTRY IL - - - - rr - 1 — - - rr — — n — - - rr — - 1 — - - - - - - I * R EAT R ( 0)) R T 00M 6'_7„ IRF _ - "IF IF 11 _7 _ PININ _ PINI PINI - - - 1I- - - - - - - - DN i -1" x 11 - - - - pN i -1" x 11 ' - - - - pN ; -1" x 11 ' - - - - - - - - L_ - - - - - - - - - - - - - - - - O OLZI O 0 O O 0 � 00 00 CD UP I UP I UP I UP UP Ll I I I I I I I I I I 1 608OSGD 1 608OSGD 1 608OSGD ; 808OS G D \ / I \ / 1 \ / 1 I I t °DY! o 0 1 ° I t o o I ° I t To . 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LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH 3050SH 2 2 BEDROOM2 BEDROOPA2 ° " 9'-9" x 10'-o" RIMARY SUI T PRIMARY SUITE RIM RY SUIT PRIMARY SUITE RIM RY SUI T PRIMARY SUITE 9'-9" x ,0'-0".0 " 12' 1" x 12'-0" 13'-T x 12'-0" 12' 1" x 12'-0" 13'-7" x 12'-0" 12' 1" x 12'-0" 13'-T x 12'-0" 00 .0 11 rail IP 1v R 7V O O o I O O ° \0/ I O O ° 0 II II II O II O II O II BEDROOtO3 BEDROO 3 CD NT 10'-2" x 10'-1" 10'-2'' x 10'-1I Q51 " o 0 0 0 0 0 0 o 0 0 0 0 ° ° ° ° o r STACKE STACKE CKE I T. 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LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 4:12 4:12 4:12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1lllllfthh I 4:12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4:12 I � I I I rl 11 II II 11 11 II II 11 11 I� 4:12 4:12 4:12 1I - - - - - - - - - - - � - 0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 8 UNIT ADAPTIVE PRAIRIE A-54 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tr - - - - - - - - - - - II II II II II II II I I II II II II II II II I I II II II II II II II I I II II II II II II II I I II II II II II II II I I II II II II II � II II I I II II II II II II II I I II II II II II II II I � II II II II II II II � p II II II II II II I p II II II II II II I I II II II II II II II I II II II II II II II II II II I II II II II II � I I II II II II II I I II II II II II I I II II II II II I I II II II II II I I I I II II II II II I I II II II II II I I II II II II II I II II q II II q II 1177 II II I II II II II II I I II II II II II I II II II II II II II I II II II II II II II II II II II II II II I II II II II II II II I I II II II II II II II r� II II II II II II II F i I I II II II II II II II I I I I II II II II II II II I I I I II II II II II II II I I I I II II II II II II II I I I I II II II II II II II I I �I II II II II II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AREA: -4034 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-0" wood ley 05.22.24 _ architectural BUILDING PLANS 8 UNIT ADAPTIVE PRAIRIE A-55 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 1 16-0'' r — — — — — — — — — — — — — — — — — — — — i r — — — — — — — — — — — — — — — — — — — — i r — — — — — — — — — — — — — — — — — I II II II II II II II I I II II II II II �? II II I O I II II II II II CID II II I co I II II II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR zl r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - 1 13'-7" x 19'-7" 1 II 12'-1" x 19'-6" 1 13'-7" x 20'-1" 1 II 12'-1" x 19'-6" 1 13'-7" x 20'-1" 1 II 12'-1" x 19'-6" 1 13'-7" x 20'-1" I I 13'-7" x 19'-7" 1 3080 1 1 1 1 1 1 1 1 1 1 3080 METERS 11 � II � II � II � II � II � II � II � METERS 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I I 1 1 I 1 1 I 1 1 2-BAY TANDEMTANDEM2-BAY 2-BAY TANDEM 2-BAY TALDEM 2-BAY TANDE M2-BY2-BAY 2-BAY IGA AGE 6\ARA�/GE 6,ARA,,/'GE 6,AR��GE AR' GEI 3080 TANDEM GARAGETANDEM GARAGE TANDEM GARAGE 3080 METERS 1 1 I I I , 1 1 1 1 I I I I 1 I METERS 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 I I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 1 I I 1 1 1 1 11 11 11 II 11 11 11 11 11 II 11 II 11 II 11 11 " " " " " " " " A/C A/C r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - 1 r — — — 1 I — — — — — — — — — r — — — 1 1 r — — — 1 I 1 1 1 1 1 '-6" x 19'-6" I r - - ,- „ - „ 1 1 1 13-7 x 19 0 1 r - „ ,- „ 1 I I 13-7 x 19 -0 1 r - - - - - _ - 1 I I 13-7 x 19 -0 I r - - - , 1 1 1 -6 x 19 -6 I 1 I I I II 10 7 x 19 6 1 TRASH 1 1 1 II 10 7 X 19 6 1 TRASH 1 1 1 II 10 7 x 19 6 1 TRASH I 1 1 I I 1 1 q/C 1 I I TRASH I 1 I I I 1 1 1 1 I I 1 I 1 1 I I 1 I I TRASH I 1 1 q/C L - - - J L - - - J L - - - J II 1 L - - - r - - -1 1 r - - - � 1 1 1 1 r - - - I 1 1 I 1 r - - - � 1 1 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 I L - - - J 1 1 r - - - � I I I 1 I I I I I I I 1 r - - - -i 1 I 1 I I 1 1 1 I RECYCLE I 1 1 1 1 I RECYCLE I 1 I 1 1 I RECYCLE I 1 1 1 1 ' I I Lo 1 1 I RECYCLE I I 1 I I I 1 I 1 I I I 1 I 1 I I 1 I I RECYCLE I 1 1 1 I L — _ — J 1 1 L - - - J I I L - - - J q/C 1 1 I I I 1 r - - 1 1 I 1 r - - r 1 1 I 1 - - 1 1 I I 1 1 - - - � 1 1 I I 1 1 r - - - -I 1 I I I 1 1 r - - - -i 1 I I I 1 1 r - - - � r - - - � 1 1 1 1 I I 1 1 ICOMPOSTI 1 I 1 1 I I I I 1 1 ICOMPOSTI 1 1 1 1 ICOMPOSTI ICOMPOSTI I I 1 1 I TRASH I 1 I I I I I I TRASH I 1 1 I I 1 1 I TRASH I ICOMPOSTI 1 1 1 1 I I 1 1 L — _ _ J 1 1 I I 1 1 L _ _ _ J 1 I I I 1 I L _ _ _ J 1 1 I I I I 1 1 I I L — — — J I I 1 I L — — - J I 1 1 1 L — — - J I I 1 I L — — — J L — — — J 1 1 q/C 1 1 ri— — — — — 1 1 1 1 r - - 1 1 1 1 r - - 1 1 1 1 r 1 1 I I I 1 1 1 r'—rRECY'LT r 1 1 r'—IIRECYCLT I 1 1 1 r'—I REcYcLT rI I 1 1 1 1 Ir — 4- - - - 4- - - - 4- - - - 1 1 IL — I I 1 I II L — — — J 1 1 1 1 II L — — — J I I 1 I II L — — — J 1 1 I I --- IrT— rT -- I --- I 1 I 1 1 r T- 1 1 1 1 1 1 1 1 II 1 1 1 1 Ir — — — — I I I I ILL — — — ILL - - - 1II ICOMPOSTI I 1 1 1 I I 1 I II — — — - - - 11 1 I 1 1 1 1 I I ICOMPOSTI , I 1 1 1 I I ICOMPOSTI — 4 I 1 1 1rr - - - I 1 1 I I Irr - - - I 1 I 11 1 � r - - - 1I 11 NOTE #2: 11 1 II 1 I I POTENTIAL 11- — — I III_ _ _ I II " I1 I 11 " II I 11 " II " LOCATION OF I " I " I " - - - - -I, - - - - -I, - - - - -I, A/C UNITS. BD — _ _ — JI _ - - - J1 — _ _ — JI BY BUILDER 11 11 11 WHETHER UNITS ARE SIDE O - - - - - - STREET-FACING. FLEX ; 1 �`' ' LEX ; I �`/ ' FLEX. LEX ; ; ; ; F L EX 5'- ' x 6'-4" I I U P 6' 0„ x 6'-4„ I I 6' 0„ x 6'-4" I I 6' 0„ x 6'-4„ I I U P 1: I I 5,-6„ x 6 .4„ II E II E II E II E II II _ 11 — UP II — UP II — UP — II - - - - - II - - - - - II II 00 CD UP UP UP o 0 o �0� �0I WRY � �0� o 3050SH 3050SH 3050SH 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N 3026FX 1 N 1 3026FX 1 N 3026FX CN NOTE #1 : SCREENED L - MECHANICAL A/C q/C _ _ _ _ _ _ _ _ _ A/C A/C A/C A/C EQUIPMENT AT STREET-FACING SETBACKS UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE FIRST FLOOR 1/4'' = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 8 UNIT COMTEM PO RARY A-56 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. f — — — — — — — — — — — — — — — — — — — — I f — — — — — — — — — — — — — — — — — — — — 7 f — — — — — — — — — — — — — — — — — — — — 2040SH 2O40SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2O40SH 2O40SH L - 0 0 ; BALCONY BALCONY BALCONY o 0 12'-1 x 6-0" 12'-1 x 6-0" 12'-1 x 6-0"KITCHEN KITCHEN 080S G D 305 S H 080S G 305 S H 080S G 305 S H I I \ / CD k� ' ' I - °� ' 11 - II RAT ROOM o II IGR AT ROOM GREAT ROOM II ° \\ / o- - - - - REF ' R - - - - - II I I - x5 - - x5- 13-7 x 15 - I F II � u _ _ 64— L _ _Ll REAT M R EAT M REAT M f- NTRY 12'-1' x 11 '- " 12'-l' x 11 '- " 12'-1' x 11 '- " PANT I I I I I I I I I � � I I� I I I CIO C) I � I� QNINQI I I N IN J '-1" x 14' �� UP Q O � , UP Q O UP Q 0 V) °y_ I I °j� I I ° I I o / \ / \ / \ to o - - � I o - - � I o - - � I of I� o I 191. 1 I N IN ININ ININ I II I -6" x 13'-9" I ; -6" x 13'-911 I ; '-6" x 13'-911 I I I I I I I I I I I I I r -r — n I r -r — n I r -r - n I I I II I I I II I I I I I I I I I II I I II I I II I REFii KITCHEN ° ;REFii KITCHEN ° EF�� KITCHEN L - _ 11 - - L - - 11 10 _ _ - - — I rr — rr - -- - - — I rr - -- - - - - - - OI to P/�N RY li _ _ _ PAN RY Ii Pq,N RY li DI co DN - - - 7 I II - 7 I II - 7 I II - - pN co �_ _j Ir - -- - - �_ � Ir - -- - - �_ I � Ir - -- - - - - - - I - - - - _; U NTRY I L _ DN _ j ANTRY IL _ DN _ ; U NTRY I L _ DN _ I rr - - n rr — - n rrII I I - - - II I I - - - II I I - - - R T 00 - - _ ° II I _ - - = EAR° ° II I I _ _ _ _ _ I _ _6'-7" EF� � IN IN - - - IuREF�_ � ININ - - - IuREF�_ � IN I N - - - - - - - 1 1 '_7- - - DN i '-1" x 11 ' - - - - pN i '-Vx 11 ' - - - - pN - - - - L_ - - - - - - - - - - - - - - - - O O O oL4 O OLj O 0 � 00 00 O UP I UP I UP I UP UP I I I 608OSGD I 608OSGD I 608OSGD ; 808OS G D \ / I \ / I \ / I I t I I ° °o o Ao oDY 0 D� o o .o °I ° BALCONY 0 BALCONY BALCONY ° 11 BALCONY BALCONY OPEN TO OPEN TO OPEN TO I 9'-2" x 6-9" 9'-2" x 6-9" 9'-2" x 6-9" I 10'-1" x 6-6" ° O BELOW ° O BELOW ° O BELOW ° O � ° 10'-1" x 6-6" I I I I I 2040SH 2O40SH 2O40SH 2O40SH 2040SH - J 3050 X 3050FX 3050FX 3050FX 3050 X 3050FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE SECOND FLOOR 1/4" = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 8 UNIT CONTEMPORARY A-57 rou inc J p- PA N - 14 1EWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH 3050SH o o 71 27 BEDROOM2 BEDROOPA2 ° CD " 9'-9" x 10'-0" RIM RY SUI T PRIMARY SUITE RIM RY SUIT PRIMARY SUITE RIM RY SUIT PRIMARY SUITE 9'-9" x 10'-0" " 12' 1" x 12'-0" 13'-T x 12'-0" 12' 1" x 12'-0" 13'-7" x 12'-0" 12' 1" x 17-0" 13'-7" x 12'-0" -0 00 Do. oT °To °p !00 °0 °0 f— 0 0 ° O I o o ° O I o 0 ° O I — I � II � II � II I IJ O II O II O II JI 1 Lo BEDROONA3 BEDROO 3 o01 T 10'-2'' x 10'-1" 10'-2" x 10'-1" 14 I 0 00 I I L_ O 0 O 0 O 0 _J o 0 0 0 0 o LITA ° ° o r — — — n ° 0 9TACKE gTACKE rS�TACKE'D VID OI O i 1' StACKE - - - - II II II D ICE ; ; D ICE ; ; D ICE O DN o 6' 5-0'' I I DN o 6' 5-0"' I I DN o 6' S,_0 I I DN DN O = II II II = o LINEN I I I I I I INEN CD 0 0 NI I F a DN ITACKEO DN "TACKLINEN LINEN �/D LINEN DN a-l-rACKE I/D I I I II II o 0 QOO Q0 . LINEN LINEN LINEN Qo Qo 0 Q0 . ° ° _ o o 04 o � � � o PRIMARY SUITE PRIMARY SUITE f— 15-1' x 12'-0" -BEDROOM EDRO M3EDROOMz. 15'-1" x 2'_0" EDR)LOOM 1 1 '-6" x 10'-6" EDF?koom 1 1 '-6" x 10'-6" EDROOM 1 1 '-6" x 10'-6" ; I 10' 7" x 10'-0" 10' 7" x 10'-0" 10' 7" x 10'-0" L 4yj I = 21 CD to of I I 3050S H 3050S H , - - - - - - - - - - - 3050SH 3050SH - - - - - - - - - - - 3050SH 3050SH - - - - - - - - - - - 3050SH 3050SH , 3050SH 3050SH L — — — — — — — — — — — — — — — — — — J 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH L - - - - - - - - - - - - - - - - - - J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT THREE THIRD FLOOR 1/4" = 1 '-0" • woodley 05.22.24 _ architectural BUILDING PLANS 8 UNIT CONTEMPORARY A-58 rou inc J p- PA N = 114 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. _ _ _ _ _ _ _ _ _ TC4. N _ _ _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _CN D a CN N D 4 (V CN ' I I I I I I I I I I I I I I I I 4:12 a � 1/2:12 1/2:12 N N Q V � 1/2:12 1/2:12 a � 4:12 I I /2:12 1/2:1 N N N N N N CV N N N N N C4 ' ROOF PLAN 1/8" = 1 '-0" • woodley 05.22.24 _ a rchitectural BUILDING PLANS 8 UNIT CONTEMPORARY A-59 rou inc C p- PA N = 114 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tr - - - - - - - - - - - I II I I II I I II II II II II II II I I II II II II II II II I I II II II II II II II I � II II II II II II II � I II II II II II II II I I II II II II II II II I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II q II q II q rr _� 00, II 77II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II 4 I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AREA: -3770 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1/8" = 1 '-T wood ley 05.22.24 _ _ architectural BUILDING PLANS 8 UNIT CONTEMPORARY A 60 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 128'-10" r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — — — — — — , I II II II II II II II II I I II II II II II II II r� II I (D I II II II II II II II cy) II I co I II II II II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR C=3 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR r — — — — — — — — — — r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — r — — — — — — — — — — , r — — — — — — — — — — r — — — — — — — — — — , r — — — — — — — — — — 3080 12 1 x196 1 1 13'-7" x 19'-7" I I I I 13'-7" x 20'-1 12 1 xl96" I 1 1 1 13'-7" x 20'-1 12 1 xl96" I 1 I I 13'-7" x 20'-1 121x196" I 1 I 1 13'-7" x 19'-7" 1 l 1 1 I 1 l 1 l 1 1 1 I 1 l 1 1 1 3080 METERS II � lI � Il � ll � II � II � 11 � 11 � II � METERS 1 1 I I 1 1 1 1 1 I l I 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 I 1 1 1 I 1 1 l I 1 1 I I 1 1 2-BAY TANDEM2-BAY TANDEM 2-BAY TAMDEM 2-BAY TALDEM 2-BAY 2-BAY TAMDEM 2-BAY TANDEMk I2-BY 2-BAY \ GA AGE 6\ARA,,GE 6,ARA,,/`GE OAR�'GE 6,AR��GE GAR GE / 3080 TANDEM GARAGETANDEM GARAGE TANDEM GARAGE 3080 METERS 1 1 I I 1 1 1 1 l I I 1 l I I 1 METERS 1 1 1 I 1 1 1 I 1 1 I I 1 I 1 1 1 I 1 1 I I 1 1 I I 1 1 1 I 1 1 1 I 1 1 1 1 l 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 l 1 1 1 1 1 l l 1 1 l l 1 1 1 1 1 1 l l 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 11 II 11 II 11 11 11 II 11 11 11 11 II 11 11 11 II 11 " " " " IF If " " " A/C r — — — — — — — — — — r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — C 1 1 - - - - - - - - - r - - - -i 1 � �� _ �� I r - - - - - - - - - - � r - - - � 1 � �� I r - - - - - - - - - - � r - - - � 1 � �� I r - - - - - - - - - - � r — — — � 1 � �� I 1 11 '-6" x 19'-6" 1 r - - 1 1 l 13-7 x 19 0 1 I ,, 1 1 1 l 13-7 x 19 -0 I 1 ,, 1 1 1 l 13-7 x 19 -0 1 I 1 1 1 r - - - , 13-0 x 19 -6 I 1 1 I I Il 1 0'-7" x 1 9'-6" 1 1 TRASH 1 1 1 I 10-7 x 19 -6 1 1 TRASH 1 1 I l 10-7 x 19 -6 1 1 TRASH 1 1 1 I 10-7 x 19 -6 I 1 TRASH I I 1 1 I 1 I I TRASH I 1 1 1 I 1 1 1 1 1 I 1 I I I I I 1 1 1 I I I I TRASH I I I 1 1 L - - - J 1 1 L - - - J 1 1 L - - - J 1 1 L - - - J I I 1 1 /C I I 1 1 r - - - , 1 1 r - - - , 1 1 r - - - , 1 1 r - - - , /�/C 00 1 1 L - - - J 1 1 I I 1 1 1 I 1 1 1 1 1 1 L - - - J r - - - � I I I I I I I I r - - - - II I I ll I RECYCLE I II II I RECYCLE 1 lI 11 1 RECYCLE I II II I RECYCLE I I I II I RECYCLE I I I I I I I I I I RECYCLE I 1 1 1 1 L - - - J 1 1 1 1 L - - - J 1 1 1 I L — — - J 1 1 1 1 L - - - J 1 1 1 1 I I 1 1 r - - - I 1 I l 1 r - - - -I 1 1 I 1 r — — — � 1 I l 1 r - - - -I I I 1 1 I I 1 I r - - 1 I I I 1 I r - - 1 1 I I 1 I r - - 1 I 1 1 r - - 1 1 A/C 1 1 I I 1 1 ICOMPOSTI 1 1 1 I ICOMPOSTI I I ICOMPOSTI I I ICOMPOSTI 1 I I I 1 1 1 I I TRASH I 1 1 I I 1 1 ICOMPOSTI I I I 1 1 1 I I I TRASH I 1 I I I l 1 I TRASH I 1 1 I I ICOMPOSTI I I 1 I 1 I l 1 L - - - J 1 1 I I l 1 L J 1 I I I 1 I L - - - J 1 1 I I 1 1 L - - - J I I 1 I I I L — _ _ J I I I I L — — - J I I l 1 L — — - J 1 I I I L - - - J I I L — — - J I 1 1 1 ri— — — — — I I 1 1 r - - - -i 1 1 1 1 r - - - -i 1 1 1 1 r - - - -i A/C 1 1 I I 1 I 1 1 r'—I-RFcmLE I I 1 1 r'—17ECY'CL-EE l I 1 1 r'-1-2ECYCL-EE 1 1 I I I 1 1 1 I Ir — / l 1 1 I I � 4- - - - 1 I I 1 I � 4- - - - I I 1 I I � _I__ 1 1 IL — 1 1 1 1 II L — — - J 1 1 1 1 II L — — - J I I 1 1 II L — — - J 1 I I I I 1 I 1 1 IrT--- IrT--- IrT--- 1 1 IF - - - - II 1 II I II 1 II I II I II I II 1 � j_—I, II 1 ILL _ _ — ILL - - - ILL _ _ — '/C I 1 1 _ - - _ , 1 1 1 1 I I ICOMPOSTI , I 1 1 I I I ICOMPOSTI , 1 1 1 1 I I ICOMPOSTI , I 1 H 1 I NOTE #2: IrT- - - - I 1 I 1 I Irr - - - I I I 1 I IrT- - - - I 11 11 POTENTIAL LOCATION OF " I Ili " I I I III IF 1 I I Ili " I I I IIi " A/C UNITS. TBD I " I ► I " I - - - - -I, - - - - -I, - - - - -I, - - - - —I, BY BUILDER jI jI jI - - - _ jI WHETHER UNITS W/H ARE SIDE O STREET-FACT G. W�/�I W[/�I W/�I W[/�I F EX ; ; FLEX ; IFLEX ; ; FLEX i 1 1 i FLEX 5- „ x 6 4' I I E U P 6' 0„ x 6 4' 1 1 E 6' 0" x 6 4' I I E 6' 0" x 6'-4" I I E U P E 1 1 5,_6„ x 6.4" I II II II II II 1 II II — UP IFFII — UP II — UP II I XI II — - - — — — 11 — — — — — II - - - - - 11 - - - - - — II IX I `L `o 00 0000 0000 00 1`o oI o0 UP o0 UP CD UP o0 UP oM Io r�1 �O� �O� �O� O� 1 co 3p16FX 2016FX 2016FX 2016FX 3016FX NOTE #1 : SCREENED - - - .14- - - - - - - L - ECI'+AN�Cf�L - - - - - - - J I I L - - - - - - - - --4 - - - - - - -I 1 L - - - - - - - - - - - - - - - J L - - - - - EQUIPMENT AT A/C q/C A/C q/C A/C q/C A/C A/C A/C STREET-FACING SETBACKS UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X FIRST FLOOR 1/4" = 1 '-0" • .40, woodley 05.22.24 _ _ architectural BUILDING PLANS 9 UNIT ADAPTIVE PRAIRIE A 61 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 2040SH 2O40SH r 3050SH 3050SH 3050SH r 3050SH 3050SH 3050SH r 3050SH 3050SH 3050SH r 2040SH 2O40SH Ar- J L - O-Q - J L _ _ _ 1 r _ __ - 0 0 II I II BALCONY BALCONY BALCONY BALCONY PT III o 0o l0 6'-0" 6-0"KITCHEN 12'-1 x 6 -0" 12'-1 x 12'-1" x 12'-1 x 6-0" KITCHEN 1 608OSGD 305SH 080SG 305 SH �080SGD 305 S H 080SGD 305 SH o o E� I I GR �AT ROOM GREAT RM GR �ATR - - -A N I CD NLn CD - - - - - - - - - ii - - - - - - - - - — (9 Ll rIIIII1 m_ LL R'EFJ II 13'-7" x 1''5I- " I 13'-7" x '1'5I- " I 13'-7" x 1''5I- " rIL --� -- n M T REA MBEATM R�FNTRY ' LIII 12-1' x 1 1 - " 12'-1 x 1 1 - 12'-1 1 l '- " 12'-1 x 1 1 - " PANTRY p NIN C I � L 0 C ININnUP UP UP '-1" x 14' -1" x14'- _ IIIIIII ItIIIIItIIIIIL N -Q�IIII " ' �-� II " ' Dj\W� III IIII " ' Dyo\W� IIIII --- - x 17'- �Mo�ci CD CD o o C o O ININININI ININ ININ '-6" x 13'-9" '-6" x 13'-9" '-6" x 13'-9" '-6" x 13'-9" r — n r -r n r — n ° RER KITCHEN ° 1 IREN KITCHEN 1 IREN KITCHEN 10 rr rr rr 0_anj JI o A A o DN NTRY I DN IL I _ DN NTRYU n , n DN L II I Q0 . 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LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. 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LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - 1 1 4:12 4:12 4:12 4:12 1 I 1 I 1 I I I I I I I I I I I I I 0 I 4:12 I I CN I I I I I I I I I I I I aCN ' � 4i I I I I I I I I I I I I I I I I 4:12 I I rl li II II II II II II 11 11 11 4:12 4:12 4:12 4:12 11 - - - - - - - - - - - - - - - - - - - - - "IlIvIll", - - - - - - - - - - "RWPP- - - - - - - - - - - " - - - - - - - - - - - - - I ROOF PLAN 1/8" = 1 '-0'' • woodley 05.22.24 _ A-64a rchitectural BUILDING PLANS 9 UNIT ADAPTIVE PRAIRIE rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA VCalifornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING, COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. I II u u u u u u II I I II II II II II II II II I I II II II II II II II II I I u u II u u II u / II I I II II II II II II II II I I p II II II II II II / II ' ' p II II II II II II „ ' ' q II II II II II II „ ' q II II II II II II ,I I p II II II II II II ,, I I q II II II II II II ,, � II II II II II II ' II II II II II II ' ' II II II II II II 000 ' II II II II II II ' ' II II II II II II0000 ' ' II II II II II II ' I I II II II II II II � II II II II II II I � II II II II II II � I II II II II II II II �I II II II II II II II I I II II II II II II II II I. I II II II II II II II �I r II II II II II II II II �I II II II II II II II II I� �I II II II II II II II ,I I� �I II II II II II II II ,I I� �I II II II II II II II ,I I� �I II II II II II II II II I� �I II II II II II II II II I� AREA: -4452 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" wood ley 05.22.24 _ _ architectural BUILDING PLANS 9 UNIT ADAPTIVE PRAIRIE A 65 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 128'-10" r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — , I II II II II II II II II I I II II II II II II II II I O I II II II II II II II C II I ce) I II II II II II II II II I 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR 8080 GARAGE DOOR - - - - - - - - - - - - - - - - - - - - 1 12'-1" x 19'-6" I 1 I 12'-1" x 19'-6" 1 1 1 1 12'-l" x l 9'-6" 1 1 " I 1 12'-1" x 19'-6" I 13'-7" x l 9'-7" 3080 I �, 13'-7" x 19'-7" I 1 I , 13-7 x 20-1 I 1 I , 13-7 x 20-1 1 i 1 , 13-7 x 20-1 I 1 � 1 1 3080 METERS � 1, � 11 � 1, � 11 � �, � 11 � 1, � 11 � METERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2-BAY TANDEM 2-BAY TALIDEM 2-BAY TALIDEM 2-BAY TALIDEM2-BAY2 BAY TANDEM � 2-BAY 1 2-BAY 1 2-BAY TANDEM GA�AGE. ,AR�'GE ,AR�'GE ,AR��GE 6,ARA/GE GAR' GE1 TANDEM GARAGE TAN DEM GARAGE TAN DEM GARAGE1 3080 1 I 1 1 1 1 1 I 1 1 1 I 3080 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 I I 1 METERS k I 1 1 , 1 1 I , , 1 1 , , 1 I , I METERS )7 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 1/ 11 11 11 11 11 11 11 11 Y Y Y " Y Y Y " Y A/C r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — , r — — — — — — — — — — C , 1 I — — — — — — — — — r — — — - 1 1 — — — — — — — — — r — — — 1 1 1 r — — — � 1 1 _ _ _ r — — — n 1 1 1 11'-6" x 19'-6" I r - - - , r — �_ �_ „ 13-7 x 19 0 I r — �_ „ ,_ �� 13-7 x 19 -0 1 r - - - _ - - - _ - - , I I , 13-7 x 19 -0 I r - - -, �� „ - � I I r - - - , , 13'-0" x 19'-6" 1 1 1 I I 1, 107 x 19 6 I TRASH I 1 1 11 10 7 X 19 6 I TRASH I 1 1 11 10 7 X 19 6 I TRASH I 1 1 11 10-7 X 19 -6 I TRASH I I I 1 1 1 I I TRASH I 1 I I I 1 1 , I I I 1 I , I I I 1 1 , I I I I TRASH I 1 I L - - - J 1 1 , / L - - - J 1 1 , 1 L - - - J 1 1 , 1 L - - - J I I 1 1 A/C ('7 L - - - J r - - - n 1 1 N 1 1 I I 1 1 I RECYCLE I 1 I 1 1 I RECYCLE I 1 1 1 1 I RECYCLE I 1 I 1 1 I RECYCLE I I I 1 1 I RECYCLE I I I I I I I I I I RECYCLE I 1 1 1 1 L - - - J 1 1 1 I L - - - J 1 I 1 1 L - - - J 1 1 1 I L - - - J 1 I I I , 1 r - - - _ 1 I , 1 r - - - - 1 1 , I r - - - -i 1 I , 1 IF, I I , 1 A/C 1 1 r - 1 / I I 1 1 r - - - -i 1 1 I I 1 1 r - - - -i 1 I I I 1 1 r - - - -i 1 1 I I r = = = _ 1 1 1 1 I I 1 1 ICOMPOSTI 1 I ICOMPOSTI 1 I I I I I 1 1 ICOMPOSTI I I 1 1 ICOMPOSTI I I 1 1 ICOMPOSTI I I 1 1 1 I I TRASH I 1 I I I 1 I I TRASH I 1 1 I I 1 I I TRASH I 1 I I I ICOMPOSTI 1 1 1 1 I I , I L - - - J 1 1 I I , 1 L - - - J 1 I I I , I L - - - J 1 1 I I , 1 L - - - J I I 1 I I I L - - - J 1 1 1 I L - - - J I 1 1 I L - - - J I I 1 I L - - - J I I L - - - J I 1 ri— — — — — 1 I 1 1 r - - - _1 1 1 1 1 r - - - _1 1 1 1 1 r - - - _1 I I 1 I I I I 1 1 1 1 I I 1 1 1 1 r'—IIZECYCL� 1 1 1 1 r'—IIZELYCLE 1 1 1 1 r'—II�ELYCLE 1 I I I I 1 1 4- 1 1 1 I I � 4- - - - 1 1 1 1 11 1 I IL — 1 1 1 I II L — — - J 1 1 1 1 II L - - - J 1 I 1 I II L — — - J 1 1 I I I 1 1 LF 1 1 1 1 1 1 1 1 1 I I I 1 1 Ir — — — — 1 1 , 1 ILL - - - , 1 1 1 ILL - - - , 1 1 1 ILL - - - , 1 F � —I, 1 1 I- - - - - 1 1 1 1 I I ICOMPOSTI 1 I , 1 I I ICOMPOSTI 1 1 , 1 I I ICOMPOSTI 1 I - - - - r NOTE #2: 11 I 11 1 11 I — — I 1, 1, 1, 11 POTENTIAL " I 11 " 11 I 11 " I I I 11 " 11 I 11 " LOCATION OF I Y I Y I Y I Y - - - - -I, - - - - -1, - - - - -I, - - - - -1, A/C UNITS. T D — — _ _ jI _ _ — — jI — — _ _ JI — - - _ JI BY BUILDER - - - - � I W/H - - - - � I W/H - - - - � I WHETHER UNITS ARE SIDE OR - - - - - - - - STREET-FACT G. W[/ I W[/ I W/ I �l/ I F EX 11 LEX 11FLEX IIFLEX II 11 FLEX II I II I I 5'- " x 6 4' 11 E U P 6' 0" x 6'-4" 11 E 6' 0" x 6 4' i i E 6' 0" x 6'-4" i i E U P E i i 5'-6" x 6-4" II II — UP II — UP II — UP II CD 0 CD CD 0 CD UP 0 UP CD UPcy) co UP 0 CD co o o Nrliv �0 �0 ��0 oN -3050SH 3050SH_ _ _ _ _ _ _ _ _ _ 3050SH_ _ _ _ _ _ _ _ _ _ 3050SH_ _ _ _ _ _ _ _ _ _ 3050S H I c� N 3026FX I I 3026FX I N 3026FX F - - - - - - - - - - - - - - - - - - - - - - - - J NOTE #1 : SCREENED I - MECHANICAL A/C L _ _ _ _ _ _ _ _ _ _ _ _ _ J J EQUIPMENT AT A/C �I` _ J L _ _ _ _A/C A/C A/C q/C �I` A/C A/C L _ _ _ _ _ - - - - - STREET-FACING SETBACKS UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X FIRST FLOOR 1/4" = 1 '-0" • .� woodley 05.22.24 architectural BUILDING PLANS 9 - UNIT CONTEMPORARY A-66 rou inc J p- PA N = 114 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 2040SH 2O40SH r , 3050SH 3050SH 3050SH r 3050SH 3050SH 3050SH r , 3050SH 3050SH 3050SH r 2040SH 2O40SH - J L - O-Q - J L _ _ _ , r _ __J L 0 0 BALCONY_ BALCONY_ BALCONY_ BALCONY 00 12'-1 x 6 -0" 12'-1 x 6-0" 12'-1 x 6-0'' 12'-1 x 6-0"KITCHEN KITCHEN 1 608OSG D 3050SH 608OSG D 3050SH 080SG 3050SH 080SGD 305 SH I IIIuI __ __ IJI II� o o If Q: /` ° ROOM ° ° / o RAT CD - - - - - - - - - R iEF 5 ''- " x - " '- x5- " '- " x5- r— t I M REABEATM REA REAM m IRII F NTRY P 12-1 x11 - 12-1 xl 12-1 xll - IiIt 47 12'-V xll - L- L I I I I PANTY I I I I mp I I I CD ILo I I I U)I ICD I I I CI I N I N 1 I I NINO_ 1LA '-1" x 14' ,� UP 1 � �'' I UP I � �'' I UP I � �'' I UP -1" x 14'- " 1 J J I N q Dj W I I q D �V I I q D �V I I I o / \\ I I / \\ 1 / \\ I I O 10 � 0 - - � I � O - - � I � O - - � I OI ININ ININ ININ ININ I I I I ° ° I '-6" x 13'-9" i ; -6" x 13'-9" i ; '-6" x 13'-9" i ; -6" x 13'-9" I I I I I I I ° I 1L4 Lz� r —r —n I r —r— n I r —r n I I I I I I I I II I I I II I I I I I II I I II I I II I ° I iREFII KITCHEN ° iREFII KITCHEN ° iREFII KITCHEN ° to - - - - - - P ' N RY rr - -- - - - - PIN RY rr — - - - P ' N RY rr — 01 I � L A II - -- - - �` 1 � — - - A` 1 � — - - 01 I � DN J 1 - - - - - D — J Ir - -- - - -Q J— J _ Ir — - - — J Ir — NTRY I L _ DN _ ; U NTRY I L _ DN _ ; U NTRY I L _ DN _ ; U /ANTRY I - - - - rt - - � - - - rr - -I - - - rr - � - - - rr -� DN ; I QOO I I I QOO I I I QOO I I I � QOO I I R T D - - - - II ; I — — — II i I — — — II i I — — — II i I I II I II �I I II I II I I I 1 x 1 — - - IIREr I — - - IIREFI I — - - IIRE� I - - - - EATR 1 7 67 ININ - _ _ u _ �_ J ININ u_ -I_ J - - - u _ -I_J 1 - - - - DN I '-1" x 11 ' - - - - pN ' -1" x 11 ' - DN I -1" x 11 ' - - - - DN 11 '-7' x 17'- " I - - - - I I I I - - - - I - - - - - - - - - - - - - - - - - - 00Ll 00 00 00 - - TOp Op Op Op UP up() UP o Li UP I I I 1 I I I I )UP I I I I I cff�� 1 8080SGD 608OSGD 1 608OSGD 1 608OSGD 1 � I I I 1 DW I 8080S G Doo °01 BALCONY OPEN TO BALCONY OPEN TO BALCONY OPEN TO BALCONY OPEN TO I 1 10'-1" x 6'-6'' BELOW 9'-2'' x 6'-9" BELOW 9'-2" x 6'-9" BELOW 9'-2" x 6'-9" BELOW BALCONY ° O ° O ° O ° O 17,_0„ x 6'-2" I I I I L - - - - - - - - - - - - - - - - - - - - J 2040SH 2O40SH 2O40SH - - J 2040SH _ _ _ _ _ _ _ _ 3050 X 3050FX 3050FX 3050FX 3050 X 3050FX 3050 X 3050FX UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X SECOND FLOOR • wood ley 05.22.24 _ _ architectural BUILDING PLANS 9 UNIT CONTEMPORARY A 67 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 3050SH 3050SH DEEP SILL 3050SH 2 77- BEDROONA2 BEDROONA2 ° 0 N 9'-9" x 10'-0" RIM�IkRY SUIT PRIMARY SUITE RIM RY SUI T PRIMARY SUITE RIM RY SUI T PRIMARY SUITE RIM RY SUIT 9'-9" x 10'-0" N 12' 1" x 12'-0" 13'-7" x 12'-0" 12' 1" x 12'-0'' 13'-T x 12'-0" 12' 1" x 12'-0" 13'-7" x 12'-0" 12' 1" x 12'-0" C CR H M H M H M u #T 1 9 9 (9 9 (9 R H M H M H M H § r— o 0 o O I[IMUNM IV V rail I r Nr 14 1v 311 In R W o 0 o O I o 0 o O 1 � II II II I 1J 0 II O II 0 0 II 0 J1 BEDROOM3 BEDROONA3 01 10'-2" x 10'-1" 10'-2" x 10'-1" 1 I I I I L_ O 0 O 0 O o 0 0 -1 � u Amu § 0 0 ° r — — — n ° ° o r — — — n ° ° o r — — — n 9TACKE STACKEflffi 9TACKE r r — SDI{TACKEID O \X, qV/D i i O \x, �(V/D i 0 \X, �(V/D i; O S ACKE 1 •I•/D I / \ L — — — LJ / \ L — — — LJ / \ L — — — LJ I W/� II II II o ICE ; ; D ICE ; ; D ICE ; ; ° 0 DN o 6' 5,-0„ I I DN o 6' 5,-0„ I I DN o 6' *, 5'-0„ I I DN a O = II II II = QLINE I I I I I I INEN CD 0 0 N n — — — n — — — n — — — n — — — N DN $ ,TACKEO o LINEN DN LIT ACKE[ o LINEN DN �VD ACKEO o LINEN DN I1 /D i /D i i �fAD KE DN ° J Ll — — _ J — — — J -o II \0/ O Q LINEN LINEN LINEN Q0 . o o CD � � � o PRIMARY SUITE PRIMARYSUITE 15'-1' x 12'-0" EDRO M EDRO M EDRO M 16'-Tx 12-0" EDROOM 1 1 '-6" x 10' EDROOM 1 1 '-6'' x 10'-6" E D O D M 11 '-6" x 10'-6" ED OOM 10' 7" x 10'-0" 10 T x 10'-0" 10' T x 10'-0" 10' 7" x 10'-0" Lq I = = 1 10 01 N N I I 3050SH 3050SH , _ _ _ _ _ _ _ _ _ _ _ 3050SH 3050SH - - - - - - - - - - - 3050SH 3050SH - - - - - - - - - - - 3050SH 3050SH - - - - - - - - - - - 2050S H , 3050SH 3050SH - - - - - - - - - - - - - - - - - - J 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH ` — — — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — J UNIT THREE UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT TWO UNIT ONE UNIT THREE-X THIRD FLOOR 1/4" = 1 '-0" i wood ley 05.22.24 _ A-68architectural BUILDING PLANS 9 UNIT CONTEMPORARY rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ N N _ _ _ _ _ _ _ _ _ _ _ O:C4:7: _ _ _ _ _ _ _ _ _ _ _N N ' NN , I I I I I I I I I I I I I I 4:12 o � 1/2:12 1/2:12 a � � D 1/2:12 1/2:12 a � 4:12 I I /2:12 1/2:1 N N N 404 N N 4C14 N N � N N ROOF PLAN 1/8" = 1 '-0" wood ley 05.22.24 _ _ a rchitectural BUILDING PLANS 9 UNIT CONTEMPORARY A 69 rou inc J p- PA N = 114 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA Calif anornia // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 00, I I I II II II II II II II II I II II II II II II II II I II II II II II II II II � II II II II II II II II I II II II II II II II II I II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 4 II II II II II 4 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II rr II II q II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II I II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II AREA: -4197 SQ. FT. ROOF PLAN W/ POTENTIAL SOLAR 1 /8" = 1 '-0" • wood ley 05.22.24 _ architectural BUILDING PLANS 9 UNIT CONTEMPORARY A-70 rou inc J p- PAN = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 6 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH r — — — — — — — — — — — — — — — — — — — — - DEEPSILL r — — — — — — — — — — — — — — — — — — — — , I I I I BALCONY 8080 GARAGE DOOR 12'-1" x 6-0" 080SGD 305 SH i i RIM RY SUIT 1 12'-1" x19'-6" I 1 I 1211" x 12'-0" 1 1 1 1 1 1 1 I B E AT M 2-BAY TANDEM 12'-1' x 1 1 '- " 6ARAGE I 1 1 1 1 lMvllv�- 0° _ ° 1 I 0 1 1 1 1 1 1 1 1 1 I UP 1 1 11 00 11 0 INING° 11 1 0'-7" x 1 9'-6'' 1 TRASH I O '-6" x 13-9" 1 I 1 1 L r — — � 1 1 I I 1 1 I RECYCLE I 1 I I I 1 I L — _ — J 1 1 r — _ — � 0 1 1 I I ICOMPOSTI — 1 I I I _ 1 I L - - - J Q 7 1 1 J— J in — — U /NTRY 11 I DNV CKEO 1 I I R J II I I 1 1 II I I 1 1 Qo II I I 1 1 IuR E FI_ 1 1 LINEN 1 I D N i I 11 I I 11 I I � OO - - - - JI oc I II I I I E D D O M DYE ;EF1 I i � ° I 10' 7" x 10'-0" - - - - - OPEN TO BELOW UP �O I I L — — — — — — — — — — — — — — — — — — J 3050SH 3050SH 3050FX 3050FX 3026FX 3026FX A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT ONE 1/4'' = 1 '-0" PLATE HEIGHTS: UNIT ONE FIRST FLOOR - 9' FIRST FLOOR 1 19 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 458 SQ. FT. LTHIRD FLOOR - 9' THIRD FLOOR 570 SQ. FT. TOTAL LIVING 1147 SQ. FT. do wo o dley 05.22.24 architect u raUNIT ONE ADAPTIVE PRAIRIE A 71 Jrou - N = 14 Inc MC2301 Colorado / 731 southpark dr. suite BPA LEWIS MANAGEMENT CORP . Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH I I I I I I ' 8080 GARAGE DOOR ' PRIMARY SUITE 11 13'-7'' x20'-1" 13'-T x 12'-0'' - GREAT ROOlm 1 1 13'-T x 15- 1 1 1 I 1 1 1 i 1 2-BAY TANDEM GARAGE c!) (2:) 0 1 1 � 1 1 II 1 1 1 II 1 1 I 1 1 1 1 1 1 I I 1 1 Q O O p1yW� O O I r — — — — — — — — — — , 13'-T x 19'-0" 9TACKE `x� �/D i I I 1 1 L _ _ - u I I 1 1 r —r- — n I 1 1 I I I I II 1 1 O ICE ; ; I JREFLi KITCHEN r - - 6' 5-0'' 1 1 D N PAN RY i TRASH Ir — IL - DN p LINEN 1 1 r'-17ECYCLT - - 1 1 11 L _ _ _ J 1 1 Irr--- - ILL - - - PININ _ _ _ 1 1 I I ICOMPOSTI 1 1 lrr - '-1" x 11 ' �--- 0 - - - ° " I1 ° UP FLE W/H W/H E D R O M 608OS G D - 6' 0" x 6'-4'' 11 E I I , E 1 1 '-6" x 10'-6" o 11 I —BALCONY �P �P o o 9'-2'' x 6-9" o ° _ I' o 2016FX 3016FX 3050SH 3050SH - - - - - - - - - - - - - � - - - - - - - - - - - - 2040S H A/c VISITABLE POWDER BATH 0 THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT TWO 1 /4'' = 1 '-0" PLATE HEIGHTS: UNIT TWO FIRST FLOOR - 9' FIRST FLOOR 154 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 685 SQ. FT. THIRD FLOOR - 9' THIRD FLOOR 714 SQ. FT. TOTAL LIVING 1553 SQ. FT. wood ley 05.22.24A-72a rchitectural UNIT TWO ADAPTIVE PRAIRIE rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 2O40SH 2O40SH r - - - - - - - - - - - - - - - - - - - - - - - - - , I I (^� I I I I J L - O- - J L ° I @ O O I I I I 8080 GARAGE DOOR I CIOC) ° KITCHEN CD BEDROO 2 I - - - - - 04 1 i 13'-7" x 19'-T 1 9'-9'' x 10'-0" R _ _ 3080 I II I I METERS 1 I 11Lo -� �� REEF 1 1 1 1 I 1 1 2-BAY TANDEM 1 - NTRY IIIGA�AGE 1 3080 1 1 1 METERS '� I Ip 1 1 ILo 1 1 CD BEDROOM3 '1 10'-2" x 10'-1" ININCJ I '-1" x 14' 1 1 I N 11 10 ' I o A/C '1 1 1 '-6" x 19'-6" i r - - - r - - - , 1 1 1 I I STACKE� I 1 I I TRASH 1 IIV/D I 1 '1 1 L - - - j t j r__- 3 1 1 1 I I 1 1 I I RECYCLE I I I = DN 10 ICOMPOSTI o LINE i o DN - - 1 I - - - - k 1 ri- - - - - CN 1 1 11 II 1 1 1 1L - GR :-:)\T ROOM - - '1 II 16'-7" - - - - I L- Y O Q UP I PRIMARY SUITE 1 F EX I I I - , 15'-1' x 12'-0" ; 808OS G D 1 5'- " x 6'-4" I i I 11 I 1 11 E uP I E uP LE BALCONY " C ; 00 0 o I Lo 10'-1" x 6'-6" o f o I o I O CD 1 °CN 1 I I I 3016FX ; 3016FX LO - - - - - - - - - - - - - - - - - - - - - - - - I I 3050SH 3050SH 3050SH 2O40SH L - - - - - - - - - - - - - - - - - J VISITABLE POWDER BATH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT THREE 1/4" = 1 '-0" PLATE HEIGHTS: UNIT THREE FIRST FLOOR - 9' FIRST FLOOR 156 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 738 SQ. FT. LTHIRD FLOOR - 9' THIRD FLOOR 795 SQ. FT. TOTAL LIVING 1689 SQ. FT. woodley 05.22.24 architectural UNIT THREE ADAPTIVE PRAIRIE A 73 rou Inc C p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 2O40SH 2O40SH r - - - - - - - - - - - - - - - - - - - - - - - - - o ' 0 0 I 8080 GARAGE DOOR KITCHEN BEDROOM 2 ° 't I r — — — — — - - - - - , `14 13-7" x 19'-7" I 9'-9" x 1 0'-0" I o 0 1 \ / I '1 1 3080 METERS D�S/V N o 1 1 ' — - -� � 1 1 ° I CD 1 1 1 1 r —F n1 1 ' 2-BAY TANDEM I R�F I L - L -i GARAGE /' 1 1 3080 PANTY I 1 1 1 METERS CDLo 1 1 BEDROO 3 0 '� 1 1 10'-2'' x 10'-1" [P] NIN ( 1 1 I 1 1 -1" x 14'- 1 1 I 11 01 o I A/C II 13'-0" x 19'-6" I I S ACKE, - ° ° j I TRASH I '1 I Ir W/ I L - - - J`---' I i - - - i 1 1 I RECYCLE I ' 1 1 1 0 L - - - -j 1 1 O NI I I 1 1 01 ICOMPOSTI 1 1 � 1 I INEN CD ° �� L _ _ _ J 1 1 o I 1 1 N I I I I 1 1 DN ° DN I I I I 1 I ------ G R EAT R _ _ _ — -4 1 1 _ - - = 11 '-7" x 17'- " Y - - - - O O N O UP PRIMARY SUITE ImFLEX 16'-7" x 12-0'' '- " " r - ' Up i i 5 6 x 6-4 i Up I I 8ososGD E , , ; E I I IX I I BALCONY � `� 60 I I� I CD O �p O 1Lo ° I 0 17'-0" x 6'-2'' I m I(y' `y) 3016FX I 3016FX - - - - - - - - - - - - - - - - - - - - - - - - - - - � � i I 3050SH 3050SH 3050SH L - - - - - - - - - - - - - - - - - - - - - - - - - - J VISITABLE POWDER BATH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT THREE - X 1/4" = 1 '-0" PLATE HEIGHTS: UNIT THREE - X FIRST FLOOR - 9' FIRST FLOOR 171 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 735 SQ. FT. LTHIRD FLOOR - 9' THIRD FLOOR 795 SQ. FT. TOTAL LIVING 1701 SQ. FT. woodley 05.22.24 _ A-74a rchitectural UNIT THREE X ADAPTIVE PRAIRIE rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH r — — — — — — — — — — — — — — — — — — — — - DEEPSILL r - - - - - - - - - - - - - - - - - - - - , I I I I BALCONY 12'-1" x 6'-0" 8080 GARAGE DOOR 080S G D 305 S H 11 12'-1" x 19'-6" RIM RY SUIT , 12' 1" x 12'-0" 1 1 C-37 1 1 1 1 1 I R E AT M 2—BAY TANDEM 12'-l' x 1l '- " OAR�/GE oo 1 1 1 0 1 I (T) 1 1 1 1 1 1 1 I uP 11 11 0 _ _ _ _ _ _ _ o o IN I N ', 10'-7" x 19'-6" I I o I TRASH I 0 1_6" x 13'-9" 1 1 I RECYCLE I 1 1 I I L - - - J 1 1 r - - - , o 1 I I ICOMPOSTI — 1 1 I I J J- J U NTRY '1 DN ��/D ITACKEI� 1 1 R — 1 1 I 1 1 II I I 1 1 Qoo II I I 1 1 IuR LINEN E FI I D N i 1 11 I 1 11 I I � � O — - - - JI I 11 00 - - - - � 1 I I ED OOM DYW ; 0 0 1 — I i ° ° 1 10' 7" x 10'-011 - - - - - OPEN TO BELOW UP �0(pO ...............................r: I I - - - - - - - - - - - _ L - - - - - - - - - - - - - - - - - - J 3050SH 3050SH 3050FX 3050FX L - - - - - - - - - - - - - - J THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT ONE PLATE HEIGHTS: UNIT ONE FIRST FLOOR - 9' FIRST FLOOR 119 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 458 SQ. FT. LTHIRD FLOOR - 9' THIRD FLOOR 570 SQ. FT. TOTAL LIVING 1147 SQ. FT. woodley 05.22.24 architectural UNIT ONE CONTEMPORARY A-75 rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH I I I I I I ' 8080 GARAGE DOOR ' PRIMARY SUITE ', 13'-Tx20'-1" 13'-T x 12'-0'' - GREAT R001m Ilk 1 13'-T x 15'- 1 1 1 I 1 1 1 i 1 2-BAY TAN DEM GARAGE 0 1 1 � 1 1 II I 1 1 II I 1 I 1 1 1 1 1 1 I I 1 1 Q O O p1yW� O O I r — — — — — — — — — — , 13-7" x 19'-0" ; gTACKE max �/D L _ _ _ L I I 1 1 r —r — n I 1 1 I I I I II 1 1 0 ::fICE ; ; L7PAI iREFLi KITCHEN r - - 6' " 5-0'' I D N - - 1 I I RY '� ; i TRASH IL _ DN o LINEN i 1 r1-17ECY m 4- — — — _ _ 1 1 I I L _ _ _ J 771 1 Irr--- _ _ 1 I L L _ - - N I N _ _ _ 1 1 I I ICOMPOSTI 1 1 Irr - '-1" x 11 ' �--- 0Q0 . UP W/H W/H E D R O M FLEX '4 608OS G D - 6' 0" x 6'-4" E I I , E 1 1 '-6" x 10'-6" o )J BALCONY ° �P �P o � o 00 9'-2'' x 6-9" 0 ° _ r o � ° O r�E�0��S� H 3050S H - - - - - - - - - - - - - - - - - - - - - - - 3050SH 3050SH 2O40SH 3026FX 3026FX A/C VISITABLE POWDER BATH 0 THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT TWO 1 /4'' = 1 '-0" PLATE HEIGHTS: UNIT TWO FIRST FLOOR - 9' FIRST FLOOR 154 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 685 SQ. FT. THIRD FLOOR - 9' THIRD FLOOR 714 SQ. FT. TOTAL LIVING 1553 SQ. FT. wood ley 05.22.24 a rchitectural UNIT TWO CONTEMPORARY A-76 rou Inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050S H 2040S H 2040S H r - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I J L _ O- - J L r7 I I I 00 1 8080 GARAGE DOOR CIO 0 0 KITCHEN ; 0 BEDROOM 2 N 1 3080 1� 13'-7" x 19'-T METERS 11 0 - - -- - - - - II I I 1 1 Ol II RlEF 1 1 1 —,z R H M H R 1 I 1 2—BAY TANDEM [lMvW W NTRY GARAGE r- I I 3080 1 I 1 1 r_ I METERS 1 l0 1 1 l0 1 1 BEDIR0010 3I Lo I � ' 10'-2" x 10'-1" ; 1 N I N?'*'- p I I � E-1- '-1" X 14' 11 Y L I o A/C '1 1 1 '-6' x 19'-6" 1 r - - r - - - -i I 1 1 I I I JTACKEID ; 1� i TRASH �IV/D I I 1 I L - - - J 1 I I RECYCLE I I 0 L I DN - - J I I = I o _ — _ _ 11 ICOMPOSTI Ln o LINE I0 DN — — 1 I L - - - J 1 1 ri— — cv I 1 1 II II I 1 1 IL _ o II ; R ::)\T ROOM I 1 -7" x 16'-7" QOO QOO Y L- o O Lo * UP I PRIMARY SUITE EL FLEX 808OS G D 11 15 -1 x 12 -0 I 5 - x 6 -4 i i E UP ! E UP I ; � II — I 0 BALCONY " 0 00 IV)CD 10'-1" x 6'-6" o o ° O 1 0 I co C14o I 4:01 CD I 3050SH 3050SH - - - - - - - - - - - - - - - - - - - - - - - - L — — — — — — — — — — — — — — — — — — — — J L - - - - - - - - - - - - - - j 2040SH- - - VISITABLE POWDER BATH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT THREE 1 /4'' = 1 '-0" PLATE HEIGHTS: UNIT THREE FIRST FLOOR - 9' FIRST FLOOR 156 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 738 SQ. FT. THIRD FLOOR - 9' THIRD FLOOR 795 SQ. FT. TOTAL LIVING 1689 SQ. FT. wood ley 05.22.24 a rchitectural UNIT THREE CONTEMPORARY A-77 rou Inc J p- PA N - 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. 3050SH 2O40SH 2O40SH r - - - - - - - - - - - - - - - - - - - - - - - - - o ' 0 0 I 8080 GARAGE DOOR BEDROOM2 o KITCHEN CN 13-7" x 19'-7" I 9'-9" x 1 0'-0" I o 0 1 \ / 1 '1 1 3080 METERS D�S/V N 0 1 1 ' — - -� � 1 1 ° I CD 1 1 1 1 r —F n1 1 ' 2-BAY TANDEM I R�F I L _ L -i GARAGE /' 1 1 3080 PANTY I 1 1 — I 1 METERS CDLo 1 1 BEDROO 3 '� 1 1 10'-2'' x 10'-1" 01 PjNIN ( 1 1 i -111x 14'- JI 1 1 1 N I 11 _J 01 Lo CD A/C �1 r - , II 13'-0'' x 19'-6" ; I I S ACKE, r - ° ° j I TRASH I '1 I I I I I 1 1 `---' 1 RECYCLE I ' 1 1 1 0 L - - - -i 1 1 O NI I I 1 1 01 ICOMPOSTI 1 1 � 1 I LINEN o ° of L _ _ _ J 1 1 o I 1 1 N I I I I 1 1 DN ° DN I I I I 1 I 0 R G EAT R _ _ _ ' r ' ' 1 .0 Y O Lo O N � _ UP PRIMARY SUITE A FLEK 16-7" x 12-0" I U p I 5'-6" x 6-4" U p 11 8080S G D I E I I E 1 � — II — I I CD BALCONY I co o O I O ° Lo M o � 17'-0" x 6'-2" CD� cv I 3050SH i 3050SH r4i2050SH L _ _ 3050SH 3050SH 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - - - - - - - - - J VISITABLE POWDER BATH A/C THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT THREE - X 1/4" = 1 '-0" PLATE HEIGHTS: UNIT THREE - X FIRST FLOOR - 9' FIRST FLOOR 171 SQ. FT. SECOND FLOOR - 9' SECOND FLOOR 735 SQ. FT. THIRD FLOOR - 9' THIRD FLOOR 795 SQ. FT. TOTAL LIVING 1701 SQ. FT. woodley 05.22.24 _ architectural UNIT THREE X CONTEMPORARY A-78 rou Inc C p- PAN = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 RANCHO C U CAMO N GA CA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. { WIwDC)w - I=: , 4 I I I ' - + ti I C- lMiENT-FIRER TRIM W1 } -- -- — — I I II II CEMENT-RgER TRJM W/ v4ccO I I SbiOQT1l Fgwts 1 I I +I - VIP 4Vlrra]OY4 I I II - ' II II CEMIEW-FrEER I1 IMI W/ WINDOW �rk'OOTN FNSH I I EXTERIOR WINDOW HEAD - 2X6 WALL EXTERIOR WINDOW HEAD - 2X6 WALL EXTERIOR WINDOW SILL - 2X6 WALL. _ iJ 11JIZ rW:FPH>.W O{sYw. FlE55L1 «,. Fxl-lw wWII:DOYY-6!L£:iiU •J! 4it«,..44.,a.a,W.YnI«4.„a F4£RIQRWINDOW RE SSLG .,k+..•Sa.a•..��.� xwx.n,4LYU yr/r}r-ii'R-. 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FIIIPKi.liolwl'4 o i...-r'#r m 1 r I 5 .T - - W d y l i+111 Mr.4 V CEh'1E14T�3BEF•Tprl� `� 4 _ ' +� � it Wj SMOOTH RM%i 'p L CEMENT-FI$ER rPIM W{ II I - 4 I•m,9 mlo S 00T1I FINISH r I �n�alr,rx C NT-FIB SIbI WINDOVM I iz eti I y� ,1Lf*l E,�l",IL,Lh i11.+I1w� - lx'al�.l,r�i+.C1Y+rt.•T tl! ��LilOirllll #rfi4 IW�I�flG�11�11�/4F LEl&EhTF-Fl3ER BRIM I ao.+�zTr*c n�_.w1f1r. .�,+o,�Ur.*erusnr +w:a.L+rs.oab�an -- WINDOW Wl SM00twI RN451-1 I EZU144 MOAL♦MIN6 — - - - I� F METAL AWNING. I ' EXTERIOR WINDOW HEAD - FLUSH WALL EXTERIOR WINDOW JAMB - FLUSH WALL :._I� EXTERIOR WINDOW SILL - FLUSH WALL . EXTF!RIDRWINOQW k TW,i 41t--40wd"MLM.IILILW' EATERIClRWIra00'.w' WOODT1:1m 1€1-�216R WIr+IPU'�+'-1"�C�JOTir'V,+- a1 �n� - - •y�•1..iu..e..��.a�+-�tY �e.14o tr•��,L1.W Y�rFi 141F2i MTML1rYU Ii�4,+2J] - .. .. +11 F •Ill iry�w..rtY,-I wi-g�i.i Ynl,hr Vku WIsGFYff}VFVFiEA17•FW3sti.FA#1EL•Yf 90b1 ulrtcino#aulrjnolrcryxxC-I •n _r. F{f FATC210&WD"-J-%M&FLU5H-FANEL-WOOW}I .' •-,t 3 r- IkA�+FW6YrFYS1[1 V3kPrkF '1f.'L7C>D-04 u.Ic�wFe.e.wFa�r.�Xre.<.1a1a _t. I'{1' FLUSH WINDOW WITH TRIM wood ley 05.22.24 architectural D ETAI LS A-79 rou inc J p- PA N = 14 LEWIS MANAGEMENT CORP . LMC-2301 Colorado c 80 20 / 303 8 dr. suite B littleton, co 801 20 / 303 683.7231 CA California // 2943 pullman St. suite A RANCHO C U CAMO N GA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. LEWIS MANAGEMENT SCHEME 1 PA-N 141 RANCHO CUCAMONGA , CALIFORNIA 1 1 ROOF EAGLE ROOFING I BELAIR 4687 BROWN GRAY RANGE STUCCO SW 6147 PANDA WHITE SIDING 1 8" HORIZONTAL TRIM AT SIDING WINDOWS SW 6150 UNIVERSAL KHAKI WOOD PANELS SW 7048 URBANE BRONZE FASCIA I POSTS I GARAGE DOOR SW 7048 URBANE BRONZE ENTRY DOOR SW 2826 COLONIAL REVIVAL GREEN STONE STONE I DRY-STACK f CREATIVE MINES POWDER ADAPTIVE PRAIRIEAlVarch tect ural The colors and images on this exhibit are for reference only,refer to actual samples and paint color for accurate representation. 05.22.2024 LEWIS MANAGEMENT SCHEME 2 PA-N 141 RANCHO CUCAMONGA , CALIFORNIA ROOF EAGLE ROOFING BELAIR _ SCB 8827 TACOMA BLEND STUCCO SW 7547 SANDBAR SIDING 1 8" HORIZONTAL TRIM AT SIDING WINDOWS SW 9164 ILLUSIVE GREEN WOOD PANELS SW 7048 URBANE BRONZE FASCIA I POSTS I GARAGE DOOR SW 7048 URBANE BRONZE ENTRY DOOR SW 6124 CARDBOARD STONE I DRY-STACK CREATIVE MINES GREYPEARL ADAPTIVE PRAIRIEAlVarch tect ural The colors and images on this exhibit are for reference only,refer to actual samples and paint color for accurate representation. 05.22.2024 LEWIS MANAGEMENT SCHEME 3 PA-N 141 RANCHO CUCAMONGA , CALIFORNIA ROOF 4743 COCOA BLEND STUCCO SW 7008 ALABASTER SIDING 1 8" HORIZONTAL TRIM AT SIDING WINDOWS SW 2807 ROOKWOOD MEDIUM BROWN METAL AWNINGS SW 7069 IRON ORE FASCIA I GARAGE DOOR SW 7069 IRON ORE ENTRY DOOR SW 7620 SEAWORTHY CONTEMPORARYAlVarch tect ural The colors and images on this exhibit are for reference only,refer to actual samples and paint color for accurate representation. 05.22.2024 LEWIS MANAGEMENT SCHEME 4 PA-N 141 RANCHO CUCAMONGA , CALIFORNIA x _ 5 ROOF °5 SRB8828 BRIDGEPORT BLEND COPPER STUCCO SW 9180 AGED WHITE SIDING 1 8" HORIZONTAL TRIM AT SIDING WINDOWS SW 7025 BACKDROP METAL AWNINGS SW 7048 URBANE BRONZE FASCIA I GARAGE DOOR SW 7048 URBANE BRONZE ENTRY DOOR SW 9135 WHIRLPOOL CONTEMPORARYAlVarch tect ural The colors and images on this exhibit are for reference only,refer to actual samples and paint color for accurate representation. 05.22.2024 LEWIS MANAGEMENT ALT. ADAPTIVE PRAIRIE PA-N 141 RANCHO CUCAMONGA , CALIFORNIA ROOF 8827 TACOMA BLEND STUCCO SW 7638 JOGGING PATH SIDING 1 8" HORIZONTAL TRIM AT SIDING WINDOWS SW 7743 MOUNTAIN ROAD WOOD PANELS SW 7013 IVORY LACE FASCIA I POSTS I GARAGE DOOR SW 7013 IVORY LACE ENTRY DOOR SW 2846 ROYCROFT BRONZE GREEN �-ff #f STONE I DRY-STACK CREATIVE MINES GREEN TEA ADAPTIVE PRAIRIEAlVarch tect ural The colors and images on this exhibit are for reference only,refer to actual samples and paint color for accurate representation. 05.22.2024 LEWIS MANAGEMENT ALT. CONTEMPORARY PA-N 141 RANCHO CUCAMONGA , CALIFORNIA ROOF 4743 COCOA BLEND STUCCO SW 6141 SOFTER TAN SIDING 1 8" HORIZONTAL TRIM AT SIDING WINDOWS SW 7531 SANDERLING METAL AWNINGS SW6990 CAVIAR FASCIA I GARAGE DOOR SW 7510 CHATEAU BROWN ENTRY DOOR SW 6990 CAVIAR CONTEMPORARYAlVarch tect ural The colors and images on this exhibit are for reference only,refer to actual samples and paint color for accurate representation. 05.22.2024 i SHARED COMMON PATH SUBJECT T 9 COORDINATION WITH ADJACENT SITEA PLANT PALETTE. r• ` '�.� TREESAND VINES t — I I r r PRIMARY THEME AND BACKGROUND TREE I o Platanus ra emo a California Sycamore INTERIOR STREET TREES I UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNI UNIT 9 UNIT 10 UNIT 11 UNIT 12 UNIT 13 O r — Hymenosporum flavum Sweetshalde Tree - - 14 � Melaieuca quinquenervia Cajeput Tree N 0 4 SMALL FLOWERING ACCENT TREES - Lager troemia L 'Natchez'hez' Crape Myrtle r 0 erofs o cidentaiis - Western Redbud I - - UNIT 84 Vn PATIO AND COURTYARD TREES = +' x UNIT 83 Arbutus 'Marina' - Strawberry Tree + Pi to is chinei7sis Chinese Pista he `x. UNIY82 PALM TREE 20 I UNIT 81 JUNIT 20 UNIT 19 UNIT 18 UNIT 17 UNIT 16 UNIT 15 UNIT 14 1 ashingtonia filifera California Fan Pala ' - - - - - r UN IT so LUNAR TREES I 0 ' UNIT 79 Podo arpus ro. "Mali' - Maki Yew Pine � 13 k UNIT 21 UNIT 22 UNIT 23 UNIT 24 UNIT 25 IT 26 Podocarpus ma rophylf s Yew Pine UNIT 7s ' o VINE UNIT 77 ; Hardenbergia viclacea 'Alba' - White Flowered Vine Lilac _ L IF 17 - k SHRUBS !AND GROUNDCOVER 16 � - BACKGROUND ' k- ,1 6 � Agave celsii ' ova' Nova Century Plant `Agave x 'Blue Glow Blue Glow Agave .4 Foe x ' up r Red Super Red Hybrid Aloe 010, 4 Rhamnas I:alifornica 'Mound Sari Bruno' California Coffeeberry Salvia clevelarrdii 'Winifred Gilman' 0 Cleveland Sage I Tricho terma lanatum Wooly Blue curls I _ 0 1 ID R UND 7 - 1` r 17 Aloe 'Blue Elf Blue Elf Aloe 6 �.. .` . aitistemon viminalis "Little John' Dwarf Weeping Bottlebrush He peraloe parviflora 'Red' Red Yucca Ley rus ondesetus ' anyon Prince' Canyon Prince Wild Rye i - - ,� t Ari Lida purpurea Purple Three awn - 10 ` +' Muhlenbergia rigens Deer Grass ° _ 21 H speraloe parviflora 'BrakeIii g hts' TM Bra Blight Red Yucca - - FOREGROUND i UNIT 76 47 Burtbine frutescens Yellow Bulbine Caren barbarae Santa Barbara hedge UNIT CCarerpraegracilis 4P Clustered Field Sedge r Dianelfa revofute 'Little Rev' Little Rev Flax Lily O -- Juniperus hori ontali Blue Chip' - Blue Chip Juniper � � III I UNJT 74 - UNIT 27 UNIT 28 UNIT 29 UNI 30 UNIT 31 5 Nas elia pulcfrra Purple Needle Crass W d Teucrium cosson i F Majorcan Teucrium L U UNIT 73 FEATURE LEGEND: I` UNIT72 -- ENHANCED LANDSCAPE AT ENTRY DRIVE. 1N1T 36 UNIT 35 UNIT 4 INIT33UNIT 's JIIT Ti TABLE AND CHAIR LEISURE AREA- DOG RELIEF AREA WITH DECOMPOSED GRANITE P VI NG AND D GIP T WASTE STATION. 0 - I MBI NATION RETAINING WALL AND " TALL GIIJARDR IL. UNF 70 SHARED STEPS AND PATIO ENTRY APPROACH. WT 69 MAILBOX/ PARCEL LOCKERS i DIRECTORY COMMUNITY BOARD. ----- 5 r - I _ �M1 - i 0 7 SEAT WALL- - UNIT 68 II 0 � a 7 REMOVABLE CORNHOLE BOARDS UNIT 67 — A- . UNITS WITH STEEL SCREENING, - { I r LINT 66 10 TABLE AND GLAIR SEATING AND ACCENT PLANTER POTS ONi [ DECOMPOSED GRANITE PAVING. [ r 11 CONCRETE STEPS W]TH HANDRAILS ALO N G 'B' STREET . 9 1 5' AIDE MIN. PATIOS ALONG TH STREET- _ I LINT 37 UNIT 38 UNIT 9 UNIT O T41 urvI N 0 DIRECT ACCESS FRO M 6TH STREET. 1 AT GRADE TREE PLANTERS- 1 4 " WI MI N I M UM CONCRETE PATH, 4 " AT NARROW W SPACES WHERE NOTED.1 SLID A-C. UNITS WITH STEEL SCREENING. NIT 42 T OPEN LAIN AREA. I UNIT 65 - I + . UNIT 43 O _- 1 � ENHANCED PAVING AT PEDESTRIAN CROSSWALKS. a III�I��IIII4 �. � f UNIT UNIT44 _ I ADIRlDACK CHAIRS. 1 HIGH GLOSS PLANTER POTS N fRETE PEDESTAL. I�NI� + 10 I 0 LOW RETAINING BLGCKWALL- � ' f v UNIT 62 UNIT 46 1 SHADE SAILS. ' 1 � iJhllTfil I •_ � 4 � UNIT 4 7'' + , DRAINAGE ALONG EAST PROPERTY PER CIVIL. { I � OPEN 1 SPACE I PARK DECORATIVE PORTAL COLUMNS- '� UNIT fio UNIT48 � + 4 ACCESSIBLE PARKING WITH LOADING lE. UNIT59 # }^ + 's UNIT 49 L4 once ua r f01 a n sca e 01 a s e r a n (] ;! I UNI 58 UNJT 57 UNIT 56 LINiT 55 UNIT 54 UNIT 53 UNIT 52 UNIT 51 UNIT 50 , - 1 r - 14 12 - I _ I ARCHIFFERDA DESIGN GROUP + I III : LkND$CAPf AKHITECTII$E AND PIANNNO .s 1 10221-A TRADEMARK ST.-RANCHO CUCAMONGA CWFOF WW730PH:( )AM-= w..t. + �� DATE: BEPTE�v1BEl� 0 _ F"' AB JOBZo #; TANDEM TOWN UNITS ---- z — RANCHO CUCAMONGA, CA. T SCALE: 1" = 0' I I f FENCE AND WALL LEGEND: - 1 ��••��••� MBINATI 0 N RETA I N I NG WALL WITH 42" TALL G UAF DRAIL, J �- .'j-1 RETAINING WALL PER CIVIL ENGINEER. i HEIGHT PER ENGINEER'S PLAN. - •• •• • • •• 42" HIGH TUBULAR STEEL PATIO FENCE. f I ; I UNIT s 011J1:F - ijNI i F• �� WIDE TUBULAR STEEL PATIO SATE, - - ti -,: �ilf�+;. EXISTING TLJ8UL R STEEL FENCE TO RE CAI N. PROTECT IN PLACE_ - - t - - - ■ r i MAK . � w ONTT LLP lift k I - - COMBINATION ETI N I N G WALL AND 42 � � � � � � � �. .�, � ...�. .� TALL GUARD FAIL l El ,w ' I i - I r i UNIT 76 — CnUA 11r¢IT 'S UNIT F I I ETAINING BLOCK WALL 4 - - I� I:� * I l I i }k. F IF51 C :iyi IrINi I ;L h/wf I - k_.I Uj I I MAX cry - - I r 2" TALL TUBULAR STEEL PATIO FENCE } � �� J I J I y +JNIT 31' UNIT' 3o UNIII 9 UNIT 4U 'AIT •i ii � 21 +ice ro ,I :. . fir. ... ,to 3' WIDE TUBULAR STEEL PATIO GATE r � Aqw I in 1 41 14 once ua .<I- rZ -I nj IFpIF ', I �dral a an ence an ARCHTERTA DESIGN GROUP _ r • f I Il+ XCAPE AkGHIiECTURE AND PLANNING 10221-A TRADEMARK ST.-RANGHG CUCAMONGA. * 7 i CALIFORNEA 01730 PH: 4M,= SC ALE; 1 r, = o' i r ■ ■ ■ ■ ■ a ■ ■ ■ ■ I■i' ■ I �! ■ ■ ■ ■ ■ DATE; SEPTEMBER 2023 � s s s s s s ■ = ADG JOB #: 2331 Group Companies 4 p RANCHO CUCAMONGA, CA . 6TH STREET 0 10' 0' 40' so' SCALE. V _ 0' w�•, � ' �� wig � r _f`�r w � ww � wti ww t llli ` A rNVAIL U7 i t r �{A Pt � 41t llow J.' { } 1 LmiA 8 � ` {.�. r ■ Aq f ZIN 01-P'11 EMS 1111111111 'A'lr I gig AMIN lit ■ ■ x fPIM FWA MEIN Hill ■■.■ 11 ■■: ' � ��IIIIII ■ ' � � CIS �, . IMIM to M.MM1. 6L _ lift 4 F MINIM i MINIM AM W111111 Elm HE 110 NEI { ■ ■ AL � � � � � � NORTH 1 � 1 � y ■ i f � f � � y � y ■ 1 � i y � � y * i y * f . y t ` y ■ ■ t ■ y ■ ■ y i y i t � f ■ y � D on PS milk y f AN Z � Group Of Companies � � � 1 90.F 91.44 FS 93 40 U 93.9 F5 _ ��• •; v rLEGEND o 1 . CONCRETE PATIOS 0 89.60 ,- gs� : .: 2 . N 15 - RESIDENTIAL UNITS o_ cF - - Fs/ce on 91 91.66 Tr TC 92.96 TC 89.71 L J.62% 91.16 FL 3.0a9 92.46 FL 2.H39 3. PAS EO WALK 94. 8rc - ' . 93.88 FS 4 . ALLEY AND DRIVEWAY 94.46 TC •-22 92-23 TC 92.39 9 .96 FS FS 91.90 FL 2.00 FS - _ ---~- 94.09 TC 5. CONCRETE STAIRS 9 - 9373--TC-. 9 8. RETAI N I N WALL I - 92.35 TC 92.51 � - 92.02 FL FS/GB --- ----- f -- rt - � .�4 Tc 94.2a 7. FRONT ENTRY WALK . I 91.99 FL FS I I j 93.71 FL FS I 8. N 14 - RESIDENTIAL UNITS i �I � � i- - qyv a 1 a,0 _ r--� .ate � i� _ ` al� '�- 1.ox I I o� = . 1 ; - 1.0z I _ 1.0% � I - 9. PROPERTY LINE i 10. SLOPE LANDSCAPE t 0 11 . DRAINAGE DITCH LL - -� r-- I r F5 88.46 �� _ 1.o�r I I I 20� --3 o � 1.0% 1 I r.o$ _� 4Q 4 fFS i mil _ I 92.12o� I / I - � I r 2 zoos Fs I - _ _ zoox 91.93 TC2 2.09 , 93 66 TC 9 .82 � -- - 33 - - 10 s - - s 90.03ny. _ 9 - - - - 3 5 489.4J I FS FS 7 a FS FS FS FS FS f - - - - � - I � kJ kHt l T= t 8s ' FF-' 10� 47 FF- �a a u Ff=' 0 002 ` 0" STEP 0' STEP 0' 5?7EP _ -_ 0"STEP I 1089.45 GFF 1089.45 GFF 1090 q0 GFF 1�90 00 GFF II it J � j II I� I I ❑ ❑ I I ❑ I I ❑ I I ❑ I I ❑ I l ❑ I I li l ■ ❑ i �, ❑ I I ❑ I I ❑ I I C1 I I t I I I ❑ ❑ I I I l ❑ I I I I ❑ I I ❑ I I Ll El 1:1 El 0 ,' I I ❑ i �� ❑ I l 1+ I ❑ I I ❑� I I II t� �A A A A A A A A A �' � I I + A ri SCALE: 1" _ 1 0' - Oil Preliminary N14 & N15 Pedestrian ENVIRONMENTAL DESIGN NORTH 0 10 20 30 40 SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 Lewis Group of Companies � Rancho Cucamonga, CQ � March G8, 2024 ConnectmionEnlar ements °A"g POINT°443 144fi2S2g W FOOTHILL BL VD W F002H/ BL VD CITY OF RANCHO CUCAMONGA Q ARROW ROUTE CONCEPTUAL L o P� � Z z FOR z Q srH sr. � W TRACT 20687 1 47H ST. SATE SAN BERNARDINO AVE INLANDEMPIRE ego �s VALLEY BLVD APIV, 10 FREEWAY 77M 02O9�27-17 BENCHMARK EXISTING LAND USE NOTIF/CATIONS 20440 �xJsrrJvG BENCHMARK NO. ABB218 VACANT CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST LOT 1 APARTME]VTS ✓ VICINITY MAP DESCRIBED BY METRO WATER DISTRICT SO. CALIFORNIA 1994 (JDG) 48 HOURS IN AD VANCE OF STARTING CONSTRUCTION OR EXCA VA TION: Z EX. FENCE v CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND HAVEN PROPOSED LAND USE EX. GROUND EX. BUILDING o N.T.S. AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 47H STREET, __ --- m ( Ex. c&G Ex. 4" sw i EX. GROUND PROCEED EASTERLY ALONG 4TH STREET TO MILLIKEN AVENUE, PROCEED RESIDENTIAL/SINGLE FAMILY DETACHED/CONDO ELECTRICITY & GAS. �� PROP. 27 EX. Ci RET. WALL 2q -y NORTHERLY ALONG MILLIKEN AVE TO A.T.S.F. (METROLINK) EN TRACE, -_ _- _ -__ 777= --- A. ELECTRICITY SOUTHERN CALIFORNIA EDISON.......................(800) 655-4555 --- - __- ------ ----- ------_ I �111AV. SLOPE PROCEED TO PASSENGER BOARDING PLATFORM, 20 FEET (6.1 M) NORTH ADJACENT LAND USE PROP. FINISHED GRADE OF NORTH CURB OF PARKING LOT, 73 FEET (22.3 M) NORTHEAST OF B. RANCHO CUCAMONGA MUNICIPAL UTILITY............................(909) 919-2612 POWER POLE NUMBER I377470E, 7 FEET (2.1 M) EAST OF THE WEST NORTH: VACANT C. SOUTHERN CALIFORNIA GAS - RESIDENTIAL.......................(800) 427-2200 2:1 MAX SECTION �D' SIDE OF PLATFORM, SET 3-1/4 MWDSC BRASS DISK STAMPED OF SOUTH: MULTI-FAMILY RESIDENTIAL SLOPE NT.s PLATFORM, APPROXIMATELY 10 FEET (3.0 M) HIGHER THAN THE PARKING EAST- APARTMENT COMPLEX D. SOUTHERN CALIFORNIA GAS - COMMERCIAL......................(800) 427-2200 PROP. DITCH LOT SURFACE. REFERENCE MWD FB 2002 02 001. WEST.• VACANT f ELEVA TION: 1128.97' NA VD 88 SECTION Ay4 SCHOOL DISTRICT WATER & SEWER EX. GROUND E. CUCAMONGA VALLEY WATER DISTRICT (CVWD).....................(909) 987-2591 APIv; PROP. Z j---------- BASIS OF BEARING CUCAMONGA SCHOOL DISTRICT �, EX. FENCE/ 02O9-27�17 EX. C&G RET. WALL PROPOSED GROUND BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET F. SAN GABR/EL VALLEY MUNICIPAL WATER DISTRICT.............(818) 969-7971 T7"M' I ( EXI5T1wG 1.5' BETWEEN CLEVELAND AVENUE AND MILIKEN AVENUE BEING NORTH 2O440 z APARTMEV S 2q 2q 89 56'41" WEST LEGAL DESCRIPTION G. METROPOLITAN WA TER DISTRICT (MWD)...............................(909) 593-7474 LOT 1 EX. BUILDING LOT I OF TRACT NO. 20440, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CABLE TV ----- . - - Ex. C&G PUBLIC/PRIVATE RESPONSIBILITY CALIFORNIA, AS PER MAP FILED IN BOOK XXX, PAGES XX �.� -- ----- EX. 4" SW THROUGH XX OF TRACT MAPS, IN THE OFFICE OF THE RECORDER H. TIME WARNER/ADELPHIA CABLE............................................(888) 892-2253 PROPOSED PUBLIC FACILITIES-. OF SAID COUNTY. 1. CHARTER COMMUNICATIONS...................................................(866) 499-8080 CUCAMONGA VALLEY WATER DISTRICT 2.•1 MAX SLOPE PROP. DITCH SECT/ON 'E-E' ASSESSOR'S PARCEL NO. J. FRONTIER COMMUNICATIONS..................................................(877) 908-1288 N rs PROPOSED PRI VA TE FACILITIES (HOA MAINTAINED K. REFUSE BURRTEC DISPOSAL.................................................(909) 987-3717 SEC77ON $•B' • PRI VA TE STORM DRAIN, SEWER, AND WA TER W/THIN ALL 1118-421 01 N.Ts ,� ALLEYS 1s.5' • PRIVATE STREET LIGHTS, ALLEYS/STREETS, AND PARK DEVELOPER/OWNER EARTHWORK IMPERVIOUS AREAS PRI VA TE WQMP BMP'S TCM TTM Z /EX. GROUND • --- ----- SC RANCHO DEVELOPMENT CROP. RAW CUT 8070 CY EXISTING IMPERVIOUS AREA: 0 SF, 0 AC 20440 10, 11 10, I 2044O 2:1 MAX / PROPOSED GROUND 1156 N. MOUNTAIN AVENUE RAW FILL: 888 CY PROPOSED IMPERVIOUS AREA: 119,900 SF, 2.75 AC LOT ] z i LOT 12 SLOPE EASEMENT NOTES UPLAND, CA 91786 NET EXPORT- 7182 CY TOTAL AREA: 146,362 SF, 3.36 AC o V m EX. GROUND �FUTURE BUILDING EX. C&G PROP. AN EXISTING EASEMENT FOR DRAINAGE AND INCIDENTAL �-- _ 1.5' PURPOSES, IN FAVOR OF JEFFERSON AT EMPIRE LAKES, L.P., A Q-pFESS/pN T --- i ST 29 RET. WALL ENGINEER �o N. Fq q� GEOTECHNICAL ENGINEER L". - - DELAWARE LIMITED PARTNERSHIP RECORDED NOVEMBER 20 � < F �- K&�A ENGINEERING, INC �`� �� , L OR GEOTECHNICAL GROUP, INC FUTURE PROPOSED GRADE --- R/W 2000, AS INSTRUMENT N0. 2000-424213, OF OFFICIAL RECORDS. � � y PROP. 357 N. SHERIDAN STREET, SUITE 117 ; - m 6121 QUAIL VALLEY COURTH EX. 4" SW RET. WALL CORONA, CA 92878 No. 55534 M RIVERSIDE, CA 92507 4" SIDEWALK AMIR H. FALLAHI, P.E. * * (951) 653-1760 PROPOSED FENCE PHONE. (951) 279-1800 s� ON TOP OF RET CIV- ��P WALL gTFOF W--\F SECT/ON 'GC SECTION T-P N.TS N.TS � - - h I 78.64 a �� » » 79.34 B STREET TC __ TC W x/vx/v�'ix'i\' � � � � 75.46 T T 76.32 77.16 T 77.99 �-- 79.15 79.64 37 81.28 0 � � �Tcrc Tc Tc FsTc 280. c Tc 78.93 679-36' ��/�\/N-- „ W � X (75,72) 0 CF 0 CF 79.75 80.63 (81.06) FS FS FS FS Z\// f 78.0 TW _ >78.5 TW 76.46 1.8 TW _ 81.8 TW _ , 79.10 » 81.8 TW _ 81.8 TW _ 82.5 TW _ 8 H-3.�H=J.0 FS H=5.0 H-4.0 FS 42 ` 327 H-25 H-2.2 H=2.0 TF - F- Z6. - -7Z.1 - - - - Z9. T 7s,61F T - i�A%A%A%A%A%A%A��A��A��A/�A • o °; o ` ° e 44= ---------- -- -- ------ --------76.850.701 7.50 o o i 81.8 T - - o1.20 FS- _80.40 =81.1 T , °j - - - - - - H=20 -�2 800 TF F - .1 TF ZO - I� l 74.82 � 26.0 °I = 20 T � > > _ _ _ - - RETAINING WALL DETAIL II 9.0 TF 81.74 TC -H-2.5 15.0 arc _ ,77 5 TW �o 81.8081.24 F 79.5i TF n n n� n l n n l n F19.0 n Al n Al n n n Al n N T.s H=3.0 74.5 TF C FS i - , - 0� .3 0° s2.or 81.so, I o - 1o11s [ H � � � � � � � � � � H ' P= 1o82.91 3 I LEGEND H=3�I 79 0 TF � i FS � 26.0' � � 6.3' P= 1081.0 80.92 TC P= 1081.7 °o•° H - 16.6 80.42 FS C ❑U C C C C� ❑ TRACT BOUNDARY IL^II_, 18.5' c ] c ] 81 59 TC n n n n n n 80.35 TC n G n n n n n n n EXISTING RIGHT OF-WAY - - i 81.09 FL �� 79.85 FL ' � I� � I � . � _ _ � I I I I I I I I t I F� Elh ° EXISTING LOT LINE I�If �I C U U U U U U M U 2.00q �� - - - 11 ] ] I C C C U u C C EXISTING EASEMENT 00 81.53 81.18 TC WATER PROPOSED SLOPE ___ ___ 2_1 MAX � - �T- - -� - - - - /LP w 80.85 FL F W f FIRE WATER 80.62 TC Fw w �-W Fw 80.82 FLFw Fw Fw 81.43 FL�1 80.29 FL m N PROPOSED RETAINING WALL STORM DRAIN ry 0 0.609 • III,- v ❑❑❑ o o o �o O PROPOSED STORM DRAIN y N III i p 0.609 SEWER , 7 81.42 80.79 81.35 82.00 8213 82.2 PROPOSED DOMESTIC WATER W �I II I C FS FS T, FS 0.609 FS FS FS W Z PROPOSED FIRE WA TER Fw �� II N 81.3o TC - k, 82.62 TC 75.12 f_I i _ 7 7 80.80 FL �� 8212 FL PROPOSED SEWER s TC II j J.3'-� J.7' 81.38 82.65 [ I W PROPOSED AC PA VEMENT �I i ❑❑❑ 81.24 FLC FS v� `; C C FS PROPOSED CUT/FILL LINE C II o F i 2.00q 29.7 II - I - V V V V V V V V - - � - � - '� ,a •oo, 13.6 � n n Rn n SCALE. 1" 20' � � ` o _ ❑ mod, �F- 0 1. I 18.5 C C P 1081 _ ii p ❑❑❑ 0 20 40 60 $O 126.0 v I I I I o 3.3 Z CITY ❑❑❑ I I C ' �� DESCRIPTION OF REVISION DATE II i - I I [v r „ APPROVED I I ti R o LL IIII i - - j --- 81.99 TC 5.0' I I ti w �77 5 TW - _ - �, a' N o H=2.0 C _ 81.49 FL - I o CITY OF RANCHO CUCAMONGA 75 5 IF FS � 82.06 L2001i - [ E I I� FS F FS - - _ 26.0_ I ❑❑❑ - - TITLE SHEET 75.132 T e rn° , - I o • _ 24.0 o � DI TC - ° _ 81.70 - � 'arc � - ._ - o ,_� _N N F 8 6 ' T° 7 - 81.76 �V I° 81.20 FL ' ❑❑❑ _ -- - _ �. - 2.009 2.o r _ .� - - - _ _ _ - CONCEPTUAL GRADING PLAN _ _ _ _ 81.78 � E � CO C �P 1�I79.0 TF --- --- - - -_ FS _-- - F C/ FS- "� �� FS E , 82.90 TC �� ,$2 0 `TW i - -- - - - O - _ __ _ _ - _ TRACT 20687 H-6.10 � 82.0 TW � -- � � � � 82.57 FL - -- 7¢.Q F c� v �, H=2.0 ---�_ ____- - -� - - C 8310 ,82.0 TW � 80.0 IF -�__ - -- - a-- .I II I co ,_ ° . H=55 I - �_ -_ - - I II �, o ° 76.5 IF -__ � - . , 4 82.0 W -c� �- - _ -� - s - _ - - - - QROFESS/oN 75.43 H=5.5 - --- _ - - - - -- =V /� Z op _ _ - - O N. F q� - - N �� F q o� - S E I 76.5 TF - ( )�w V o - - -,� . � � F DESIGN RECOMMENDED TC �, �-__ - _ �°- . \,L � �, �� l � 357 N. SHERIDAN STREET 1l �� _ 9 I II _ °- DIAL TWO WORKING I d " o I I - -- ___ - -_-_ z ARA, zH a SUITE 1�7 BEFORE ""0 DAYS BffORE II i I V III w No. 55534 m �° CORONA, CALIFORNIA 92880 YOU DIG YOU DIG II I I O " ti �� , 715.44' � » � � DRAWN TEL. (951) 279-1800 SHEET II III o N4 3107E TOLL FREE DIAL 811 II i I� C �� sTgT clvi` ��P ARA, ZH Engineering, Inc. FAX (951) 279-4380 OF 2 A PUBLIC SERVICE BY I III I I I I� FOF Cq��F� 55534 DRAWING NO. UNDERGROUND SERVICE ALERT � CHECKED R.C.E. NO. II d GB DATE 3 14 2024 FILE NO. Drawing: R.13257061Preliminory1Conceptucl Groding1 TTM 20687(L0T 1)1706 - 77M 20687 COP - 01.dwg Layout: 24x36 L Soved: J11412024 10:29 AM Plotted: J11412024 10:30 AM By Arturo Romero W FOOTHILL BLVD W FOO TH/4 BLVD Q ARROW ROUTE C) Q Q O Q Z Z 's Q 6TH ST. W 1- 47H S7. S/TE ^ SAN BERNARDINO AVE INLANDEMPIRE ego �s VALLEY BLVD 10 FREEWAY VICINITY MAP N.T.S. 83.09 83.79 s s s s s s s -� TC TC REC-"B�� STREE= T REC REC REC RN REC REC 81.28 T 82.21 , -- --- 84.47 T "�I--�J 85.29 T 86.13 86.96 T V 87.79 T T TC TC 83.38 _ _ __ 83.81 TC TC TC TC TC 0" CF 0" CF 84.45 88.0 W= _ 88.0 TW 88.0 TW 88.0 TW 87.82 82.5 TW 825 TW 11 . 11 N2° 9 5 W FS H-3.5 C H=3.5 85.0 TF H=3.0 H=2.5 - - ^ 219_24 NO 0 27 E CFS - 0 H=1.5 - TF H=1.0 _ _ _ 1.67q_- -E84. - - - - - 86.56 = - - - - - -� --- Eli 85.45 �, - O 82.47 83.60 00 - - -- - - FS-� - i�e 0" CF 26.0' - _0„ CF - _ 89.06 I cr'n \ I R 88.74 TC-- ° �Zp \ _ p 88.24�FL E 24.4' 23.0' \ 23 0°'° ° 22.2' �' 26.0' A A A A II I I i i 0 10.0' R/W l l I I I I l - I l l l l l l PROPOSED FENCE I I F 1 ❑ I IrA�\ FF 1 8 .�3 [ [ - P= 1082.3 ❑❑ 84.50 TC P= 1D88.0 i ON TOP OF RET U 84 00 FS- W DCDA U U U U ULj WALL \ 2.4 A A A A A A A 1s.7' _ _ 11 88.52 T I 83.82 TC �, C C I I I I I l l 83 32 FL I I I I l l o l l I I I I 1 I I 88.02 FL \\ ° ° 85.74 TC U U U '1" U U U U 3.009 �] PARKWAY VARIES 2' o � � N � � Q 1.76 TC w W A RE WA TER- W 83.09 TC w w \ 85.07 TC w w w 87.84 TC W 3.2' 'I.43 FL Fw rW 82.59 FL p Fw Fw 84.57 FL Fwp Fw Fw Fw-87.51 FL 1 959fW = ��' m -0.609_ , 00 STORM DRAIN \ N 1 959 ° �v 85.64 TC 86.98 TC O °j 8213 82.26 SEWER / 83.64 TC / O 87.84 TC `�' 88.58 TC o m❑ a WF� 7 FS / 83.14 FS J.00% / 85.14 FS 86.48 FS � � 87.34 FS � 88.08 FS � C � � C � � 82.62 TC �'�'� 11 W 82.12 FL �, / C6 C 82 65 // 87.23 TC 187.26 FS / - / - 86.73 FL FS C - - z RETAINING WALL DETAIL / 1 I N. T S v - co co ° ° 88.67 TC � � o ❑ rn ( -NcQ - � E UI IFL - TR 20440 E E LOT 12 J. jy 0.0' ' L-JL-j - - 16.2' o LEGEND 24.0' C - / ti - TRACT BOUNDARY m❑ EXISTING RIGHT OF-WAY 12.0070 - - _ v 8290 TC III 72.0' 89.29 EXISTING LOT LINE 82.57 FL _ C _ �/ FUTURE RIW° I FS ,, o 83.10 / _ _ - �/ EXISTING EASEMENT - - - - - - - - - FS / m ° s e e ° ° a 1 ° '` 0 II , E E I PROPOSED SLOPE --�T--- 2:1 MAX 24.0 I m❑/ --- ---�---- C - - ---"` 4 l c c PROPOSED RETAINING WALL --- �_ f - /_ - --- _ 87.32 FL - 26.0' PROPOSED STORM DRAIN - - N 87.86 C C 89.25 TC FS 88.75 FL - 0, PROPOSED DOMESTIC WATFR W PROPOSED FIRE WA TER FW o �� _--- _ _ PROPOSED SEWER s PROPOSED AC PA VEMENT C� - __- ---�_ _-- _� - PROPOSED CUT/FILL LINE C It It It It Ilk R I i / � `� \\ SCALE: 1"=20' I / It I i 0 20 40 60 80 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUC"ONGA TITLE SHEET CONCEPTUAL GRADING PLAN p O TRACT 20687 QROFESS/07Vq `�o\� N' Fq�� F� DESIGN 357 N. SHERIDAN STREET RECOMMENDED ARA, ZH SUI TE 117 DIAL TWO WORKING � � ? Z Kb CORONA CALIFORNIA 92880 BEFORE O DAYS BEFORE No. 55534 YOU DIG YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4380 OF TOLL FREE DIAL 811 sT Civic ARA, zH 2 2 A PUBLIC SERVICE BY gTFOF CA0F CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE J11412024 FILE NO. Drawing: R.�325706�Preliminory�Conceptucl Groding�TTM 20687(LOT 1)�706 - TTM 20687 I COP - 02.dwg Layout: 24x36 L Saved: J11412024 10:29 AM Plotted: 311412024 10:32 AM By. Arturo Romero IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALITORNIA W FOOTHILL BL VD W FOO THU BL VO Q ARROW ROUTETA T1 VE CT MAP TRACT MAP 20687 W a ¢ (SITE BEING LOT 1 OF PARCEL MAP 20440, AS SHOWN ON PARCEL MAP BOOK ### PAGES ## THROUGH ## INCLUSIVE,OFFICIAL RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA. SECTION 13, TOWNSHIP 1 SOUTH, RANGE 7 WEST,SAN BERNARDINO BASE MERIDIAN, j _ r Q 67H ST.FOR CONDOMINIUM PURPOSES % rF � -T �J�l;lJ K & A ENGINEER/NC, INC JANUARY, 2024 I I OT l2 I 4TH ST. SAN BERNAROINO A 250.47 N89 56 33 W 1 BASIS OF BEARING EXISTING LAND USE NOTIFICATIONS / INLAN EMPIRE j041 �s VALLEY BLI/D 1 10 FREEWAY BEARINGS ARE BASED ON THE CENTERLINE OF SIXTH STREET VACANT CONTRACTOR SHALL NOT/FY THE FOLLOWING UT/L/T/ES OR AGENCIES AT LEAST LOT 2 / I � h B BETWEEN CLEVELAND AVENUE AND M/LIKEN AVENUE BEING NORTH 48 HOURS IN ADVANCE OF STARTING CONSTRUCT/ON OR EXCAVAT/ON: p a, I 3 I O , 89 56 41' WES T PROPOSED LAND USE 00 I I •�, o 0 VICINITY MAP BENCHMARK RESIDENT/AL/SINGLE FA MIL Y DETACHED/CONDO ELECTRICITY & GAS: F l I /- BENCHMARK NO. AB8218 A. ELECTRICITY SOUTHERN CALIFORNIA ED/SON.......................(800) 655-4555 L l l v �, �i N.T.S. DESCRIBED BY METRO WATER DISTRICT S0. CALIFORNIA 1994 (JOG) ADJACENT LAND USE CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND HAVEN NORTH: VACANT B. RANCHO CUCAMONGA MUNICIPAL UT/L/TY............................(909) 919-2612 i _ _ _ A LEGEND AVENUE PROCEED NORTHERLY ALONG HAVEN AVE TO 47H STREET, SOUTH: MUL TI-FAMIL Y RESIDENTIAL C. SOUTHERN CALIFORNIA GAS - RESIDENTIAL.......................(800) 427-2200 p N �' WFw F vl `�' FwW TRACT BOUNDARY PROCEED EASTERLY ALONG 4TH STREET TO MILL/KEN AVENUE, PROCEED EAST- APARTMENT COMPLEX NORTHERLY ALONG MILL/KEN AVE TO A. T.S.F. (METROLINK) ENTRACE, WEST.• VACANT D. SOUTHERN CALIFORNIA GAS - COMMERCIAL......................(800) 427-2200 o L29o88 L3 I EXIST/NG R/GHT-OF-WAY - - PROCEED TO PASSENGER BOARDING PLATFORM, 20 FEET (6.1 M) NORTH 1 I TOSS I PROPOSED CENTERLINE OF NORTH CURB OF PARKING LOT, 73 FEET (22.3 M) NORTHEAST OF SCHOOL DISTRICT � - - - - - - - - - WA TER & SEWER W j j PROPOSED EASEMENT POWER POLE NUMBER 1377470E, 7 FEET (2.1 M) EAST OF THE WEST CUCAMONGA SCHOOL DISTRICT I I 5' �, EXIST/NG EASEMENT --- S/DE OF PLATFORM, SET 3-1/4 MWDSC BRASS DISK STAMPED OF E. CUCAMONGA VALLEY WATER DISTRICT (CVWD).....................(909) 987-2591 PLA TFORM, APPROXIMA TEL Y 10 FEET (3.0 M) HIGHER THAN THE PARKING p J I I I PROPOSED STORM DRAIN LOT SURFACE. REFERENCE MWD FB 2002 02 001. ASSESSOR'S PARCEL NO. F. SAN GABR/EL VALLEY MUNICIPAL WATER D/STRICT.............(818) 969-7911 I I I L) �� LOT 2 / �I I PROPOSED DOMESTIC WAFER W ELEVATION: 1128.97' NA VD 88 1118-421-01 G. METROPOLITAN WATER DISTRICT (MWD)...............................(909) 595-7474 l L5 0 1 I PROPOSED WM & BF LEGAL DESCRIPTION � ' v � PROPOSED FIRE WA TER Fw LiJ PUBLIC/PRIVATE RESPONSIBILITY CABLE TV - - v PROPOSED F/RE FH LOT I OF TRACT NO. 20440, IN THE CITY OF RANCHO H. T/ME WARNER/ADELPH/A CABLE............................................(888) 892-2253 N /� w F� I PROPOSED FIRE BF - A CUCAMONGA, COUNTY OF SAN BERNARDINO, STA TE OF PROPOSED PUBLIC FACILITIES (PERIMETER STREETS ONL Y). CALIFORNIA, AS PER MAP FILED IN BOOK XXX, PAGES XX CUCAMONGA VALLEY WATER DISTRICT 1. CHARTER COMMUNICATIONS...................................................(866) 499-8080 I F 1087� G L7 _I I PROPOSED SEWER s THROUGH XX OF TRACT MAPS, IN THE OFFICE OF THE RECORDER I � OF SAID COUNTY. J. FRONT/ER CDMMUNICA T/ONS.................................................(877) 908-1288 / I I PROPOSED SEWER MH PROPOSED PRIVATE FACILITIES (HDA MAINTAINED IN-TRACTS » » � A » » I • PRI VA TE STORM DRAIN, SEWER, AND WAFER WI THIN ALL ALLEYS K. REFUSE BURRTEC DISPOSAL.................................................(909) 987-3717 C / C I I PROPOSED MAJOR CONTOUR 1090 • PR/VA TE STREET LIGHTS, ALLEYS/STREETS, AND PARK °�,° LOT 2 I PROPOSED MINOR CONTOUR 1091 • PR/VA TE WQMP BMP S W PROPOSED WQMP BMP (DRYWELL) - I � L31 1087Z L37 I I 0 FUTURE � o BUILDFUTU�NG 26' 16.25' FUTURE 24' FUTURE FUTURE 26' BUILDING > o • I 6� I BUILDING FUTURE BUILDING BUILDING o G� DEVELOPER/OWNER 9.75 L40 SC RANCHO DEVELOPMENT CROP. r� I� 1085- LOT B I 1156 N. MOUNTAIN AVENUE 3.25 13 i 134.25 4 8 i J. 13 13 MIN. W 3.25 12 12 3.25 MIN. 29 F.F. C ►� UPLAND, CA 91786 > LO PARK FF FF 2� r - C STREET L J N LOT A A I � v FF MIN. 231 MIN. F.F. F.F. I rn --- 0.17 AC 6" CURB T z L41 1084 ENGINEER �o Q�oHESFq��1 s" c&G CONC. 4" ROLLED , o K&A ENGINEERING, INC F CONC HEADER CURB I W ._ I <v �� G HEADER 4" ROLLED N I SEC170N A A' SECTION IN' CURB SECTION 'CC _ _ CORONA, N SHER/DAN STREET SUITE 117 N T..S. N TS. = CORONA, CA 92878 N.TS. �4 L33 L39 I AM/R H. FALLAHI, P.E. No. 55534 I PHONE: (951) 279-1800 T A I jT CIVIC- 26 FUTURE9�FOF CALF BUILDING I B 26 FUTURE LOT AREA NOTES FUTURE BUILDING FUTURE VARIES 13' 13' VARIES I I j I • CURRENT ZONING PER SPA PA 18 - VILLAGE NEIGHBORHOOD euiLar325' 13' 13' 5' BUILDING Z Z F. I F ° 1 I 00 THIS SITE CONTAINS 336 GROSS ACRES MIN. MIN. o r Z �� I LOT I I L10 I I • TH/S SITE CONTAINS A 0.33 ACRE AREA RESERVARON TO THE CITY OF 2% F.F. F.F. r 1082 II 'r I RANCHO CUCAMONGA WITH LAND USE RIGHTS (LOT A AND LOT B) F.F. r L) �� ° • THIS SITE CONTAINS 3.03 NET ACRES s" cuReI Ilkyv THIS SI TE CONSIS TS OF 2 NUMBERED L O TS Tsw 6" C&G - I L12 I � \ LOT 1 - 1.86 AC 4" ROLLED CONC. �� r- L - 1.1 A CURB HEADER SECTION S' I I 1 o O Q • THIS SITE CONSISTS OF 2 LETTERED LOTS SECTION 'DO N rs I I \ 1 26' 1 I � \ � � � L 0 T A - 0.16 FU TURE RO W RESER VA T/ON N.T.S. Z� LOT B - 0.17 FUTURE ROW RESERVA T/ON - PROPOSED PARK Lit EASEMENT NOTES R/w ' R/w , 0'-10' I p I �� ,� AN EXISTING EASEMENT FOR DRAINAGE AND INC/DENTAL 54 I 0-10 LANDSCAPE LANDSCAPE I R/w R/w I I I I I LLl c� PURPOSES, IN FA VOR OF JEFFERSON A T EMPIRE LAKES, L.P., A ' AND OR 58 0 10 LANDSCAPE I �, U 20 21 13 I / I , I I ;� I DELAWARE L M/TED PARTNERSHIP, RECORDED NOVEMBER 20, BLDG. SETBACK AND/OR 21 21 AND/OR I I 20' T 13' 13' 8' T 6' I I I I o �� » » j » » 1082 2000, AS INSTRUMENT N0. 2000-424213, OF OFFICIAL RECORDS. PEDESTRIAL ILIA DRI VE DRIVE PRLL. L/A SW , I BLDG. I 8 8 13 I 13 8 8 I BLDG. SETBACK I C C I [OT 1 SETBACK I SW PRLL. DRIVE DRIVE PRLL. SW I [OT 1 1 I ° °z I AN EXISTING EASEMENT FOR DRA/NAGE AND STORM DRAIN TRAIL AISLE AISLE PARKING' I I PURPOSES, IN FAVOR OF EMPIRE LAKES HOLDING COMPANY, LOT 16 I [OT� I PARKING AISLE AISLE PARKING I I I I � � I I 2 L.L.C., A DELAWARE L/M/TED LIABILITY COMPANY, AS SHOWN ON I oo 1 TRACT MAP N0. 20440. --_-- - I AN EXISTING EASEMENT FOR CHANNELING WATER DRAINAGE AND i f ----- -�-J L-r--_-- ------ -TJ p -J-4 Ex. SW Ex. sw `---- ----J Ex sw I p 1081 V ASSOC/A TED SILT AND DEBRIS, AND INC/DENTAL PURPOSES IN __- Ex. C&G `Ex. c&G L26 L 14 I FAVOR OF THE CITY OF RANCHO CUCAMONGA, RECORDED Ex. c&G EX. C&G FEBRUARY 28 7995 AS INSTRUMENT NO. 1995-060620 OF 'B'STREET 'B'STREET I 6' SOUTH OF C" STREET NORTH OF C" STREET I° J - - - _� OFF/C/AL RECORDS. TO BE ABANDONED HEREON. LINE TABLE LINE TABLE -`�' - `� A VAR/ABLE WIDTH EASEMENT FOR _ A INGRESS/EGRESS AND PRI VA TE UT/L/T/ES N0. BEARING LENGTH N0. BEARING LENGTH � � � L24 � G � � 116 - - \ I O p ^pro i L 1 S89 5633"E 197.96' L22 S89 5633"E 25.35' \ I B� A 5 FOOT WIDE DRAINAGE EASEMENT � 26' N ,- LOT � ^ I L2 SO 03'27"W 26.00' L23 NO 04'56"E 93.17' I I L3 N89 5633"W 95.23' L24 N89 5654"W 41.00' CURVE TABLE CURVE TABLE ° ° \ I° I F ° I SCALE: 1"=40' L 4 SO 03 27 W 39.24 L25 NO 03 27 E 26.00 NO. DEL TA RADIUS LENGTH TANGENT NO. DEL TA RADIUS LENGTH TANGENT I I L5 S89 5633"E 97.31' L26 S89 56S4"E 41.02' 0 40 80 120 160 C1 90°12'37" 19.96' 31.43' 20.04' C8 9000,00" 20.00' 31.42' 20.00' p 1081 5' C2 90 00'00" 8.00, 12.57' 8.00, C9 86 22'34" 20.00' 30.15' 18.77' L6 SO 03'27"W 24.00' L27 NO 03'27"E 141.81' I ° I »D» 21 »D» L7 N89 5633"W 94.62' L28 NO 03'27"E 81.24' I I C3 95 28'32" 1 D.09' 16.81' 11.10' C 10 87 07'03" 20,00' 30.41' 19.02' C4 9152'01" 10.00' 16.04' 10.34' C11 90 3643" 20,00' 31.63' 20.22' L8 SO 03'27"W 51.00' L29 N89 5633"W 36.73' I ° p I CITY I A DESCRIPTION OF REVISION DATE APPROVED L9 SO 03'27"W 51.00' L30 NO 03'27"E 26.00' - 1 C5 89 56 33 10.00 15.70 9.99 C12 90 02 36 19.99 31.42 20.01 �� G C6 80 50'S9" 8.00' 11.29' 6.81' C13 90 00'00" 20.00' 31.42' 20.00' L 10 S89 5633"E 71.46' L31 N89 5633"W 65.00' ° F ° L22 L18 I CITY OF RANCHO CUCAMONGA L 11 SO 03'27"W 24.00' L32 NO 03'27"E 72.00' N - TITLE SHEET C7 74°17'13" 10,00' 12.97' 7.5T C14 90 00'00" 20.00' 31.42' 20.00' I \ w w FwW L 12 N89 5633"W 70.96' L33 S89 5633"E 65.00' 0 ° L20 B L 13 SO 03'27"W 114.47' L34 N47 4TO1"E 29.73' TEN TA TI VE TRACT MAP L 14 S89 5654"E 67.27' L 35 S2 2955"E 26.03' I I I ° I I TRACT 20687 i I dO1S � p Q O L 15 SO 03'06"W 26.00' L 36 N53 2448"W 33.60' I j LOT I J 1 L 16 N89 5654"W 65.29' L 37 S89 5633"E 109.77' - / I APPROVED BY DA TE CITY ENGINEER R.C.E. NO. L 17 SO 03'27"W 101.92' L 38 S4 31'07"W 72.22' 357 N. SHERIDAN STREET s6, DESIGN RECOMMENDED E - -tjl13 41 N895641 W�f - F E -- F - DIAL TWO WORKING L18 S895633"E 40.95' L39 N895633"W 104.15' I-ram- � '�- ram- _ ram- r o< AR ZH v SUITE 117 TEN TRA BEFORE �� DAYS BEFORE �-z ti L - - � __ ___ -=-- -- r-- ° CORONA CALIFORNIA 92880 VE 7 L 19 S0 03'27"W 26.00' L40 N89 5633"W 44.08' ��I L------ -------------- - _ _ 6TH STREET----- �� DRA WN TEL. (951) 279-1800 SHEET YOU DIG YOU DIG fi- _ I ------------- -IT -t----� qyu---- -----gay'---- �- q --�'-------��y------ - RYk- RbV RW R ZH Engineering, Inc. FAX (951) 279-4380 OF TOLL FIRE E DIAL 811 L20 N89 56'33"W I32.29' L 41 S89 5633"E 42.92' I I I I A PUBLIC SERVICE BY 1 CHECKED R.C.E. No. 55534 DRAWING N0. UNDERGROUND SERVICE ALERT L21 N003'27"E 26.00' iAR DATE 3/13/2024 FILE No. Drawing: R.�325706�Preliminary�Tentative Tract Map�TTM 20687(LOT 1)�706 - PLN- TTM - TTM20687dwg Layout: 24x36 L Saved. 311312024 4:46 PM Plotted: 311312024 4:46 PM By, Arturo Romero CITYOF RANCHO CUCAMONGA W FOOTHILL BL VD Q W FOO TH/U BL VD PR E ARROW ROUTE Ll l Y l T z j � � Q Q Q 0 Q Q) FOR Q 6TH ST TRACT NO. 20440 - LOT 1 4TH ST. SITE SAN BERNARDINO AVE INLANJ EMPIRE e�0 �s VALLEY BLVD 10 FREEWAY VICINITY MAP - - - - l- : - - - - - - - - - - � N.T.S. 1�L 0 » " - B STREET PROJECT BOUNDAR LEGEND 41 Drainage Area Boundary Drainage Sub Area Boundary General Surface Flow Direction PROPOSED PRIMARY SETTLING CHAMBE AND 1 MAXWELL DRYWELL (80'DEEP 1 12' Pipe Flow Direction 7 C �C A III A A A I1 I1 12' A P I Drainage Sub Area Designation PROPOSED PRIMARY SETTLING CHAMBE A-3 j 2 1® U u ^u nu ^u ^u u AND 2 LMAXWELL DR YWELLS (80 DEEP) 0.26 II II II II n n A A Sub Area Acreage A 'I A 'I PROPOSED Qbmp SD PIPE I II 11 '' 11TO PSC AND MAXWELLS Wqmp Maxwell or PSC C �C u uI L____1 Lf_� PROPOSED Qbrnp SD PlP \N\X TO PSC ANDX MAXWELLS - - I11 F\ IIII i II c N BMP LA TI TUDE & L ONGI TUDE �Jo - C �C � n PROPOSED DIVERS/ON STRUCTUREI n I - 34.085962 -117.561887 II PROPOSED DIVERSION STRUCTURE 0 , it FOR WQMP FLOWS V V V V V V V V OR WQMP FLOWS I I IL I C �C \ - n n n n n n n n I C V V V V V V V V . I I BMPs LEGEND. . BMP-A, 2 MAXWELL INFILTRATION WELLS DMA A AND PRIMARY SETTLING CHAMBER I /U z - - -- BMP-B, 1 MAXWELL INFILTRATION WELL d i II DMA B AND PRIMARY SETTLING CHAMBER I 0 II X 1,IX C --- Qb I h PROJECT BOUNDARY00 Cr) M 7OTHER PRO ECT BMPs LIST.• �,z _ �d 0 --- --------__ CATCH BASIN MS4 STENCILING AND SIGNAGE WITH CATCH BASIN INSERT FOR TRASH CAPTURE The \ , LANDSCAPE AND IRRIGATION SYSTEM / MdiWell Plus OPEN SPACE, REFUSE AREAS DRAINAGE SYSTEM DETAILS AND SPECIFICATIONS STREET TREES AND PARKWAY The Resort - Phase 2115MIN SEPARATION Rancho Cucamonga, CA , 2 so"SOLID 6 2 30"OSOLID 0 ITEM NUMBERS $ 3 4 3 7 1 3 1. MANHOLE CONE-MODIFIED FLAT BOTTOM. 2. BOLTED RING&GRATE/COVER-DIAMETER&TYPE AS SHOWN. CLEAN CAST IRON WITH WORDING w \/,\ \j,\� "STORM WATER ONLY"IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION±0.02'OF PLANS. Of W 00 W Z V 5 ��/\ QO O 3. STABILIZED BACKFILL-TWO-SACK SLURRY MIX. DRAT NA GE NO TES J_ OO Z } x cn 4. PRE-CAST LINER-4000 PSI CONCRETE 48"ID.X 54"OD.CENTER IN HOLE AND ALIGN SECTIONS TO CL \� F J 16 16 - MAXIMIZE BEARING SURFACE. • CL ALL BUILDINGS WILL BE EQUIPPED WITH SUBTERRANEAN ROOF DRAINS THA T W \\- W O \ _ 0 3 / J \ \ W\ - - 5. INLET PIPE/OUTLET PIE OTHERS.SEE SEPARATE PLAN FOR 1 T10 S.\ \ P R NVERTELEVA N WILL CAPTURE AND CONVEY ALL ROOF RUNOFF TO THE UNDERGROUND (sY 1 m 3 / \\�\ \�j\\�\�\�j\�j\�j\�\ \ \ All \ \ ILL w m T pD _:i.. \�� 10 W 6. GRADED BASIN OR PAVING(BY OTHERS). STORM DRAIN SYS l EM. / o _ 7. COMPACTED BASE MATERIAL,IF REQUIRED(BY OTHERS). • ALL PA TIOS OPEN SPACE AREAS SIDE YARDS AND "PASEOS" WILL BE U w \\< \� x W U W , , a EQUIPPED WITH AREA DRAINS THAT WILL CONVEY STORM WATER RUNOFF Q �` W O \ �\ W j Z O 8. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION.INCREASE PRIMARY AND SECONDARY g / ] \\ \� "' 2 p " \\/� Z CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE RISER PIPE. o /�\d T \ UNDERGROUND TO THE STORM DRAIN SYSTEM. IL �/ \\ �\ W O 9. NON-WOVEN GEOTEXTILE SLEEVE-MIRAFI 140 NL.MIN.6 FT 0.HELD APPROX.10 FEET OFF THE O ,/,, - BOTTOM OF EXCAVATION. 0 ALL STREETS/ALLEYS WILL BE EQUIPPED WI TH STORM DRAIN CA TCH BASINS WILL CONVEY STORM WA TER RUNOFF TO THE UNDERGROUND STORM O \ � �19 10. PUREFLO®DEBRIS SHIELD-ROLLED 16 GA.STEEL X 24"LENGTH WITH VENTED ANTI-SIPHON AND THA T O \/(\ o o o 1 z INTERNAL 0265"MAX.SWO FLATTENED EXPANDED STEEL SCREEN X 12"LENGTH. FUSION BONDED DRAIN SYSTEM. a EPDXY COATED. 11. MIN.6'0 DRILLED SHAFT. 6 STORM WATER QUALITY FLOWS WILL BE DIVERTED THROUGH A 12. RISER PIPE-SCH.40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. BI-FURCA TIONIDI VERSION STRUCTURE FROM THE STORM DRAIN MAINLINE 13. DRAINAGE PIPE-ADS HIGHWAY GRADE OR SCH.40 PVC WITH TRI-A COUPLER.SUSPEND PIPE IN TO THE PROPOSED WQMP BMPs. STORM WA TER FL 0WS EXCEEDING WA TER W DURING BACKFILL OPERATIONS.DIAMETER AS NOTED. QUALITY FLOWS WILL BYPASS THE BI-FURCA TIONIDI VERSION STRUCTURE W Q 14. ROCK-WASHED,SIZED BETWEEN 3/8"AND 1-1/2". INTO THE 100- YEAR STORM DRAIN PUBLIC MAINLINE. F j\ OF 15. FLOFASe DRAINAGE SCREEN-SCH.40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER \ \� p ROW/FT.OVERALL LENGTH VARIES,UP TO 120"WITH TRI-B COUPLER. ✓� /� W 16. ABSORBENT-HYDROPHOBIC PETROCHEMICAL SPONGE. MIN.128 OZ.CAPACITY. TYPICAL,2 PER DETAIL"A" 13 6"0 CHAMBER. U ,\j W 17. FABRIC SEAL-U.V.RESISTANT GEOTEXTILE-TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION.GRATED ONLY. 3 18. MIN.4'0 DRILLED SHAFT. 19. BASE SEAL-CONCRETE SLURRY. g 20. 6 PERFORATIONS MINIMUM PER FOOT,2 ROWS MINIMUM. 21. NOT USED. DESCRIPTION OF REVISION DA TE a APPRO I/ED 22. DUAL INTAKE SCREEN-4"0 SCH.40 PVC 0.120"MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS HEREON-/FT.48"OVERALL LENGTH WITH TRI-B COUPLER PER DETAIL.REFER TO"DETAIL A" SCALE: ' =3 �' . 22 ''''� �` �� CITY OF RANCHO CUCAMONGA �r 23. VENTED ANTI-SIPHON INTAKE WITH FLOW REGULATOR. CROSS-SECTION VIEW ° '30 60 90 120 24. CONNECTOR PIPE-4"0 SCH.40 PVC. 24 `/ � 27. 4"0 SCH.40 PVC TEE. 22 23 ?; PRELIMINARY WQMP SITE AND Q DRAINAGE PLAN PLAN VIEW TRACT 20440 - LOT 1 14 15 QROFESS/ON y ' Manufactured and Installed by y� \� F�� DESIGN 357 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING y Z SUITE 117 \ :\�i w CORONA CALIFORNIA 92880 BEFORE DAYS BEFORE >\`/ No. 55534 m YOU DIG YOU DIG '�,�'`>'`><`> <`>` TORRENT / ,\,\,\,\, DRAWN TEL. (951) 279-1800 SHEET !�\/�\/\/.\/�/ / // RESOURCES DETAIL: REVISED BY- An evolution of McGuckin Drilling * * ARA PY ZH Engineering, Inc. FAX (951) 279-4380 , 2 PLC-SS-CA RJI�► �° R°�°°'�^ °m"�'a4."a"R'"' www.torrentresources.com �\ OF TOLL FREE DIAL 811 s� clvi` P A PUBLIC SERVICE BY Cq �°`�°� MM M��`,M,W,°P,'�W,� CALIFORNIA 909-829-0740 DRAWN ON: 09-28-22 REVISED DATE:D.lV1-23 SCALE N.T.S ARIZONA 602-268-0785 FOF CALF CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT J VV GB DATE 11212024 FILE NO. Drawing: R.13257061Preliminory1Woter Quality Management Plan�TTM 20440 LOT 1 706 - EXH - PWQMP - TTM 20440_LOT 1 - 001.dwg Layout: 24x36 L Saved: 11212024 1.23 PM Plotted. 11212024 1.23 PM By. Arturo Romero OWNER MAINTENANCE RESPONSIBILITIES Form 4.1-1 Non-Structural Source Control BMPs '�■_� PROPERTY OWNER OR HOA STAFF SHALL MAINTAIN ALL DRAINAGE FACILITIES AND BMPS FROM THE TIME THEY ARE CONSTRUCTED UNTIL PERPETUITY. Identifier Name check One Describe BMP Implementation OR, 1 r l 1 l Not ALL STORM DRAINS ARE TO BE MAINTAINED BY EITHER THE PROPERTY OWNER OR HOA STAFF /N ACCORDANCE WITH THE PROJECTS OPERATIONS AND MAINTENANCE DOCUMENTS AND MANUFACTURER RECOMMENDA TONS. Included Applicable �1 1 1 if not applicable,state reason f J 1 ]'] J VIA]J 1 F I=JOI 1 ()il_ ' GENERAL MAINTENANCE NOTES: Practical education materials will be provided to property owner and future HOA � � ]Ail � [ C' � 7� _ TORRENT Maintenance staffs covering various water quality issues that will need to be addressed f�-A 1� J 1 J it F R _Y ��I R I _ I 1) OTHER THAN ONGOING MAINTENANCE, AFTER STORM EVENTS: INSPECT AREAS FOR EROSION AND POND/NG, REPAIR ACCORDINGLY (SEE SCHEDULE /N MAINTENANCE FREQUENCY SECT/ON). N1 Education of Property Owners,Tenants ® ❑ on their specific site.These materials will include general practices that contribute to and Occupants on Stormwater BMPs the protection of storm water quality and BMWs that eliminate or reduce pollution.The 2) KEEP LANDSCAPE AREAS MAINTAINED ABOVE THE SOIL MEDIA (REPAIR AND MAINTAIN SIGN OF EROSION). developer will request these materials in writing at least 30 days prior to intended - - - 3) INSPECT ALL BMPS OR HIRE A SPEC/AL/ZED BMP INSPECT/ON COMPANY TO INSPECT AND CHECK ALL SYSTEMS FOR CLOGGING. distribution and will then be responsible for publication and distribution. Restrictions may be developed by property owner or HOA Staff.Pesticide applications GENERAL OPERATION AND MAINTENANCE ACTIVITIES N2 Activity Restrictions ® ❑ on all landscaped areas will be performed only by an applicator certified by the -+ California Department of Pesticide Regulation.Vehicle washing will also be prohibited. " According to the California Stormwater Quality Associations Stormwater Best OPERATION AND MAINTENANCE (0&M) ACTIVITIES ARE DESCRIBED BELOW. THE CATEGORIES OF 0&M ACTIVITIES ARE ROUTINE AND MAJOR, WHERE ROUTINE REFERS TO ACTIVITY CONDUCTED ON A REGULAR SCHEDULE, AND 'MAJOR" REFERS TO INFREQUENT ACTIVITIES TRIGGERED MAINLY BY NEED. EACH CATEGORY AND ITS RESPECTIVE ACTIVITIES ARE DESCRIBED /N THE FOLLOWING SECT/ON. N3 Landscape Management BMPs ® ❑ Management Practice Handbook,landscape planning is implemented to reduce groundwater and storm water contamination. ROUTINE OPERATION AND MAINTENANCE ACTIVITIES s N4 BMP Maintenance ® ❑ Specific BMP Maintenance per separate document. _ "SITE INSPECTION" THE STORM DRAIN INLETS WILL BE INSPECTED ON A REGULAR, SCHEDULED BASIS TO ENSURE THAT THE FACILITY /S OPERATING PROPERLY, TO RECORD OBSERVATIONS, AND TO INITIATE ANY ACTIONS THAT MAY BE Title 22 CCR Compliance REQUIRED. WHILE THE FREQUENCY OF S/TE INSPECTIONS MA Y VARY DEPENDING ON THE SEASON, I WILL TYP/CALL Y BE ON A MONTHL Y BASIS. N5 (How development will comply) ❑ ® Not applicable. ■ - P "TRASH & DEBRIS REMOVAL" ® ❑ The Developer shall comply will all Water Quality Ordinances of the City of Rancho - LITTER MAY BE PICKED UP AT ANY TIME DURING SITE VISITS FOR OTHER PURPOSES REGULAR, SCHEDULED TRASH/DEBRIS REMOVAL WILL BE PERFORMED AT ALL SITES ON A QUARTERLY BASIS AND/OR AFTER STORM N6 Local Water Quality Ordinances Cucamonga and the County of San Bernardino. - EVENTS THAT RESULT IN HEAVY TRASH ACCUMULATIONS LANDSCAPE MAINTENANCE CONTRACTOR WILL BE REQUIRED TO COLLECT ALL GRASS CLIPPINGS AND LANDSCAPE DEBRIS AND DISPOSE OFFSITE. N7 Spill Contingency Plan ❑ ® Not applicable. "MINOR VEGETATION REMOVAL/THINNING" ; VEGETATION GROWTH WILL BE INSPECTED ANNUALLY AND REMOVED OR THINNED AS NECESSARY. VEGETATION AT INLETS AND OUTLETS WILL BE MANUALLY OR MECHANICALLY REMOVED IF VEGETATION IS FOUND TO BE �,�► CLOGGING OR OTHERWISE AFFECTING THE OPERATION OF THE FACILITY. ACCESS ROADS WILL REMAIN CLEAR OF VEGETATION AND OBSTRUCTIONS. SIGNIFICANT VEGETATION REMOVAL /S COVERED UNDER THE MAJOR N8 Underground Storage Tank Compliance ❑ ® No underground storage tank on the site. - MAINTENANCE ACTIVITIES SECTION BELOW. ZIP- Hazardous Materials Disclosure "SNAG REMOVAL" N9 ❑ ® No hazardous materials in the site. THIS WORK TYPICALLY INCLUDES THE REMOVAL OF STICKS, DEAD BRANCHES, BRUSH, AND SMALL TREES THAT BLOCK WATER FLOW OR OTHERWISE INTERFERE WITH THE OPERATIONS. THIS WORK MAY BE PERFORMED AS Compliance NEEDED ON A QUARTERLY BASIS OR ON A REGULAR BASIS BY THE LANDSCAPE MAINTENANCE CONTRACTOR. ® ❑ N10 Uniform Fire Code Implementation The Developer shall comply will all Fire department Ordinances of the City of Rancho "MINOR SEDIMENT REMOVAL" Cucamonga and the County of San Bernardino. /T IS EXPECTED THA T THERE WILL BE A MINOR AMOUNT OF SEDIMENT DEPOSIT/ON A T POINTS WITHIN THE STORM DRAIN INLET PR/MAR/L Y /N FOREBA Y(S) NEAR THE /NLET(S). WHEN SUCH DEPOSITS OBSTRUCT WA TER FLOW, ® ❑ Will be responsible by landscaper contractor assigned by property owner or HOA Staff. THE DEPOSITS WILL BE REMOVED. N11 Litter/Debris Control Program - Litter/debris control a minimum of once every two weeks. _—---- MAJOR OPERATION AND MAINTENANCE ACTIVITIES ® ❑N12 Employee Training All employees will be trained administered by property owner or HOA Staff at least once in a year. OPERATION AND MAINTENANCE (O&M) REQUIREMENTS FOR ALL SOURCE CONTROL AND TREATMENT CONTROL BMPS SHALL BE IDENTIFIED WITHIN THE FINAL WQMP REPORT. THE 0&M SHALL INCLUDE THE FOLLOWING: -DESCRIPTION AND SCHEDULE ❑ ®N13 Housekeeping of Loading Docks Not applicable. TORRENT RESOURCES STORMWATER SOLUTIONS -INSPECTION & MONITORING REQUIREMENTS -IDENTIFICA TION OF RESPONSIBLE PARTIES THE OWNER OF THE PROPERTY ANDIOR HOA STAFF IS RESPONSIBLE FOR IMPLEMENTATION OF THE FINAL WQMP REPORT OR BMPS FOR THE PROJECT SITE. N14 catch Basin Inspection Program ® ❑ Batch basins will mibe nimum forcected a veryt twm ofo monthnce s erythreemonteasonhs . gthedry Ih_0 H-le a a1 i21�;aiP�,c,;� season and a minimum of once every two months during the rainy season. Parking lot and onsite streets sweeping and vacuuming will be done by landscape Like any other part of your infrastructure, drywells and other storm drain components need periodic maintenance Vacuum Sweeping of Private Streets and contractor assigned by the property owner or HOA Staff or by a specialized street to function at optimum levels. Over time, silt,sediment and debris build up in the system and reduce the drainage O&M MAINTENANCE/FREQUENCY MATRIX N15 Parking Lots ® ❑ sweeping company contracted by the property owner or HOA Staff on a regular capability.This leads to water standing for periods of time longer than the state requirement. It also inconveniences frequency based on usage and field observation of waste accumulation.As minimum,all BEST MANAGEMENT INSPECTION FREQUENCY MAINTENANCE REPAIR PROGRAM paved areas shall be swept before the rainy season starts. customers at retail locations and residential areas.With Arizona leading the nation in cases of West Nile Virus and other PRACTICES (BMPs) LN111 Other Non-structural Measures for Public El ® Not applicable. diseases carried by mosquitoes,standing water is a particular concern.A lack of maintenance can eventually lead to Agency Projects costly repair to the system as well as the basins and parking lots in which they inhabit. Source Control BMPs Comply with all other applicable NPDES ® ❑ Yes,if necessary 1. Education For Property Training and education Educational materials and training will be permits ��1] J'�a 01 P1(I m owner,tenants and occupants, program must be provided to Property owner,tenants and The process starts with a thorough inspection of the drywells and other storm drain components. If the systems need to Maintenance staffs, contracted provided within 6 months occupants, Maintenance staff members, and maintenance crews. of hire date and annually contracted maintenance crews if any, including Form 4.1-2 Structural Source Control BMPs be serviced,it is imperative they are cleaned by someone familiar with the interworking of a drywell and compliant with thereafter. Materials are education materials and restrictions to reduce Check one the strict regulations of the ADEQ. The highly qualified Torrent Resources team offers: included in the Project pollutants from reaching the storm drain Identifier Name Describe BMP Implementation OR, Not If not applicable,state reason Final WQMP. system. Included Applicable ° 'CeidJP,d Cad]'11-d -5 a e 1U1mj Diopa5l1 a`t 1f1 A'e'1lJwl]d F'I ']17t] 1a") (if i)]f]? (Ill!pff] U'C"l]�ecl, B Jf]d ed`1ii I If]5'1red 2.Activity Restriction Daily activity of Operation The project will establish the following policies S1 Provide storm drain system stencilling and signage ® ❑ signs will be placed above storm drain inlets to warn the public of prohibitions prohibiting activities during operations: (CASQA New Development BMP Handbook SD-13) against waste disposal - Prohibit discharge of fertilizer, pesticide, or Design and construct outdoor material storage ❑ ® If your property has a non-functioning drywell,Torrent Resources has a animal waste to street or storm drain. S2 areas to reduce pollution introduction(CASQA Not applicable. solution. B adding a new dr well to our existing s stem, we effectivel - Prohibit blowing or sweeping of debris (leaf New Development BMP Handbook SD-34) y g y y g y y litter,grass clippings, litter, etc.) into street or Design and construct trash and waste storage ® ❑ No public trash enclosures and containment structures will be provided.Trash bins convert the single chamber drywell into a new state-of-the-art MaxWell° storm drain. S3 areas to reduce pollution introduction(CASQA will be provided to all tenants,which will be stored in their garages.It will be the Plus system (shown in the illustration to the left). - Prohibit discharge of paint or masonry waste New Development BMP Handbook SD-32) responsibility of the tenants to bring out all trash bins on trash collection day. Use efficient irrigation systems&landscape to Street Or Storm d rain. Rain sensors will be incorporated into the onsite sprinkler system so that no - design,water conservation,smart controllers,and The existing structure remains to receive water and trap additional debris - Prohibit vehicle washing, maintenance or S4 source control(Statewide Model Landscape ® ❑ unnecessary watering of landscaped areas occurs after storm events.Other d repair on premises. Ordinance;CASQA New Development BMP EXISTING g e newy drought tolerant plants will be implemented by the landscape architect to limit the while directing the treated flow to the dr well.This retrofit makes the amount of water used throughout the site. 3. Common Area Landscape Quarterly, as seasonal The property owner/HOA personnel shall Handbook SD-12) entire system far superior to the original design. Management changes. direct maintenance staff to employ Finish grade of landscaped areas at a minimum of S5 1-2 inches below top of curb,sidewalk,or ® ❑ New landscaped areas will be constructed at a minimum of 1 inch below existing landscaping practices be consistent with the paved areas to reduce sediment runoff and erosion into the SD system. County of SB requirements for use of fertilizer, pavement Industry Leader pesticides,and Count ordinances for water Protect slopes and channels and provide energy All slopes greater than 4:1 will be properly maintained and protected to avoid As the Valle 's#1 dr well contractor with over 65 000 s stems installed Torrent Resources has defined dr well design, p y S6 dissipation(CASQA New Development BMP ® ❑ p g p p Y p y y ' y ' y g ' Conservation. erosion and sediment runoff. Handbook SD-10} installation, service and maintenance. Our drainage systems are specified by most Civil Engineers and Municipalities 4. Drainage Facility Inspection Inspect semiannually for Maintenance personnel shall remove Covered dock areas(CASQA New Development ❑ ® Not applicable. in the Southwest.With the largest, state-of-the-art equipment in the market, experienced construction crews and and Maintenance beginning (October)and debris/sediments, if necessary, within the inlet s7 end of the wet season area. BMP Handbook SD-31) professional field supervisors, we are your experts when it comes to drainage solutions. (April). Covered maintenance bays with spill containment 5. M54 Stenciling and Signage As needed to clearly Replace or repaint as needed. S8 plans(CASQA New Development BMP Handbook El ® Not applicable. depict signage. SD-31) SERVICE AND MAINTENANCE IS ��I� EASY CALL OR CLICK AWAY ' C� 6. Protect Slopes and Channels Inspect semiannually and Repair slopes as needed. S9 Vehicle wash areas with spill containment plans ❑ ® Not applicable. before and after storm I (CASQA New Development BMP Handbook SD-33) events. S10 Covered outdoor processing areas(CASQA New ❑ ® Not applicable. Treatment Control BMPs Development BMP Handbook SD-36) TORRENT Torrent Resources Incorporated 11 7. Infiltration Drywells Inspect semiannually for Maintenance personnel shall inspect and Equipment wash areas with spill containment ❑ ® Not applicable. 1509 E.Elwood Street Phoenix,Arizona BS040 beginning (October)and repair drywells as needed and remove s11 plans(CASQA New Development BMP Handbook SD-33) Phone: 602-268-0785 • Fax: 602-268-0820 end of the wet season debris/sediments as necessary. www.cleanmgdrywell.com (April). s12 Fueling areas(CASQA New Development BMP ❑ ® Not applicable. Handbook SD-30) R00070465A R000470676-4 ADWR 363 Hillside landscaping(CASQA New Development � ® Not applicable. S13 BMP Handbook SD-10) BI-ANNUAL MAINTENANCE SCHEDULE FOR BMPs ❑ ® Not applicable. S14 Wash water control for food preparation areas BMP TYPE.- BMP-1: PSC AND 1 DRYWELL BMP-2.- PSC AND 2 DRYWELLS S15 Community car wash racks(CASQA New ❑ ® Not applicable. Development BMP Handbook SD-33) DESCRIPTION OF REVISION DATE cITY MAINTENANCE RESPONSIBILITY- PROPERTY OWNER/H.O.A. STAFF PROPERTY OWNER/H.O.A. STAFF I APPROVED INSPECTION DA TE.• OCTOBER 1ST OCTOBER 1ST CITY OF RANCHO CUCAMONGA FINDINGS.- PRELIMINARY WQMP SITE AND ACTIONS TAKEN: DRAINAGE PLAN Q � INSPECTOR NA ME.- TRACT 20440 - LOT 1 QROFESS/ON INSPECTION DA TE.- APRIL 1ST APRIL 1ST �� H Fq(��F� DESIGN J57 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING 9y ARA PY, ZH o SUITE 117CALlFORNIA 92880 FINDINGS- �� CORONA, BEFORE DAYS BEFORE No. 55534 YOU DIG YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4J80 ACTIONS TAKEN.' s P ARA PY, ZH 2 2 TOLL FRA PUBLIC SERVICE BYIAL 811 �9TFOFCA��Fo CHECKED R.c.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT INSPECTOR NAME. GB 212024 DATE 11 FILE N0. Drawing: R.13257061Preliminory1Water Quality Management Plon�TTM 20440_LOT 1�706 — EXH — PWQMP — TTM 20440_LOT 1 — 002dwg Layout. 24x36 L Saved. 11212024 1,19 PM Plotted. 11212024 1,25 PM By. Arturo Romero W FOOTHILL BL VD W FOOTHILL BL VD CITY OF RANCHO CUCAMONCA Q ARROW ROUTE CUTFILLo Z Y FOR Q srH sr 3 W TRACT NO. 20440 - LOT 47H Sr SITE � SAN BERNARDINO AVE INLAN EMPIRE ��O �s VALLEY BLVD 10 FREEWAY VICINITY MAP N.T.S. Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cu t Fill Ne t 706 - PRELIM ERTH - FS - L 0 T 1 1 . 000 1 . 000 146249 Sq. Ft . 8070 Cu . Yd. 888 Cu . Yd. 7182 Cu . Yd. <Cu t> Totals 146249 Sq. Ft . 8070 Cu . Yd. 888 Cu . Yd. 7182 Cu . Yd. <Cut> --- � w w-A w w w�� 1 W w 0� o s s i REC JiU 7 � SURFACE ELEVATION TABLE NO. COLOR RANGE BEG. RANGE END 2D AREA SF I 111 - 1 ■ —5 —4 829 IIAA II III A III A jApA==i A A A A A 2 ■ -4 -3 16142 u u u u u u u , 3 3 -2 41982 A A A A A A A iA A A A A A A A A A A 4 -2 -1 23524 j C C u u u u u u u u u u u u u u u u u u C C12 Al 5 -1 0 36598 IIIJill -JE� 6 0 1 18104 7 1 2 5636 177 UIIIII V C �C °� 8 ■ 2 3 2180 III ® 9 3 4 962 108 n nn nn nn n � �� C � �� C �C � V V V V V V U V C � � � C � � 10 ■ 4 6 287 JIII nnnnnnnn � V V V V V V V VLll C C III C C = C C C C II C C i 70 � C C 'll i I IX �. --- — — — 00 o I I� ; _--- — --- I - ok� �t7 r�l z � / j„ I — / \ SCALE: 1"=30' II t ' X 0 30 60 90 120 DESCRIPTION OF REVISION DA TE CI TY APPR0 VED CITY OF RANCHO CUCgMONCA TITLE SHEET CUT & FILL MAP p 0 TRACT 20440 - LOT 1 o QROFESS/p�,� H• Fq� DESIGN 357 N. SHERIDAN STREET RECOMMENDED C/DCORONA CALIFORNIA 92880 DIAL 1W0 WORKING w�' No. 55534 ARA, PY, ZH BEFORE DAYS BEFORE �� SUITE 117 � YOU DIG YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4380 TOLL FREE A PUBLIC SERVICE BY OF 811 s�9TFpFCA� CHECKEDPY, ZH R.C.E. Na 55534 DRA WINGNO. 1 UNDERGROUND SERVICE ALERT GB DATE 11JI2024 FILE NO. Drawing: R.�325706�Preliminory�Layout�CJD�Surfaces�706 — SRF— FS— L07 Ldwg Layout: 24x36 L Saved: 11,312024 10.47 AM Plotted: IIJ12024 10:48 AM By. Arturo Romero CITY OF RANCHO CUCAMONGA W F00 rHILL BL VD W F00 THILk BL VD j Q ARROW ROUTE FIRE ACCESS PLAN W Q Q �g � u�' o o FOR RIP J Q 6TV Sr LQ TRACT NO. 20440 - LOT 1 FOR CONDOMINIUM PURPOSES 4rH sr. SITE SAN BERNARDINO AVE INLAN EMPIRE eL0 �s VALLEY BLVD 10 FREEWAY VICINITY MAP N.TS. Le �— / / \ � -99B" STREET I / \ PROJECT BOUNDARYSim / \ / 26' 26' I 26' FT 1 \ II C C AIII / � 00 M iE A dui A A A WAA A A� /� I / II z C �C \ L LL- L L� LA LAI A A A A A A A ,A I C C � III I � C yo � \ II ------------------ W C C F/RE LANE C C FIRE LANE F/RE LANE III I I Jill Z 111 I7 I� I� I� I� I C �C � ' E: V V V V V MUITTI'mC :::]C :J I �� C �C I °� II \ II � n n n nn n � � �� V II II 11 V 11 V �� C � M7fffflh � — I II I II C C 26 , II I C �C 24, C �C10 II --- --- --- --- III , C --- -- � 24 / \ II - _-- — — _ C PROJECT BOUNDARY _ 26 C C / 111001 I II I\ I lu I I I LEGEND: PROPOSED ONSITE FIRE HYDRANT EXISTING OFFSITE FIRE HYDRANT 150—FOOT RADIUS D ❑ ❑❑ 0 120' 14.917 ti ti RANCHO CUCAM❑NGA FIRE COMMANDER 5400 DESCRIPTION OF REVISION DATE APPROVED 1 —30 ❑veraR Length 30,365f t SCALE.' ' ❑veraU Width 8,417f t CITY OF RANCHO CUCAMONGA �ti° ��o. ❑veraR Body Height 10,505f t 0 30 60 90 120 Min Body Ground Clearance 0,935f t TITLE SHEET Max Track Width 8,417f t FIRE ACCESS PLAN Lock-to-lock time 5,00s p 26 Curb to Curb Turning Radius 27,610f t TRACT 20440 - LOT o Car F r a m e Overhang �o QR HES TURNING RADIUS AND TURNAROUND DETAIL Fq N9� T-S` Car W h e e base ,�� <<9ti��, DESIGN 357 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING X m ARA, P Y, ZH SUI TE 117 BEFORE DAYS BEFORE No. 55534 CORONA, CALIFORNIA 92880 YOU DIC YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4380 PY, ZH 1 OF 1 TOLL FRA PUBLIC SERVICE BY OF 811 sT9TFOFCA\_\ � P CHECKED R.C.E No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB DATE 11JI2024 FILE NO. Drawing: R.�325706�Preliminary�Fire Access Plan�TTM 20440 LOT 1�706 — EXH — FIRE ACCESS— TTM 20440 LOT Ldwg Layout: 24x36 L Saved: 11JI2024 10:40 AM Plotted: IIJ12024 10:40 AM By- Arturo Romero C/TY OF RANCHO CUC MONGA W F00THILL BLVD W FOO THILL BLVD Q ARROW ROUTE TRA5H L OCA TION P o Z Q P FOR m Q 6TH ST g TRACT NO. 20440 - LOT 1 W 4TH ST SITE SAN BERNARDINO AVE INLA4 EMPIRE e�0 �s VALLEY BLVD 10 FREEWAY VICINITY MAP N.T.S. "B" STREET PROJECT BOUNDARY 0 0 0 �E �r �r - i! - 01 1Z JA JA AM III A m A � III h A A A A A A A , I� III C �C � R2° A A A A A A A ��o, ��o A A A A A A A A A A LV ilk7 C C L u u u u u u u u L L u L u u u u u L i u u u I u I u I u u I u II `Z I E3]TM HSV81311N N N n n n n n n R1° 26' � C o � I mod' �� C C I II II v v v v v v v i ILA I � C �C � MTrMFm = jl79ffrn 26 F g L n n n n n n o v v V v v v v v II = C �E- C C [::: C I II s C C II --- ' --- --- --- C C C II --- --- - I C �C _- II PROJECT BOUNDARY - II --- --- LL— III I I --- I II I I III I I I II I I I II I I I II I I I II I I I TRASH DETAIL/LEGEND -FF 2 0' 65 GALLON TRASH UNITS J L ARMS 0 0.5' 1' 1' 0.5' 18 25 2. N3 BURRTEC TRASH COLLECTOR 2' ❑veraR Length 32,000f t ❑veraR Width 10,330f t CITY ❑v e r a l l Body Height 12,377f t GREEN WASTE RECYCLING TRASH DESCRIPTION OF REVISION DATE APPROVED Min Body Ground Clearance 1,066f t C/TY OF RANCHO CUCAMONGA SCALE., I"=JO' Track Width 8,600f t Loc 0 90 120 Walk to WaR Tuime 4,00s rnin Radius 42,000f t 0 30 6 g TITLE SHEET TRASH LOCATION PLAN p 0 TRACT 20440 - LOT 1 TOTAL COUNT OF 3-BIN UNITS IS 84. RoVESS/o 84 UNITS ARE REQUIRED o N• Fq��l F DESIGN J57 N. SHERIDAN STREET RECOMMENDED DIAL TWO WORKING 9? `= % v SUITE 117 ARA, PY, ZH CORONA, CALIFORNIA 92880 BEFORE �� DAYS BEFORE � No. 55534 � YOU DIG YOU DIG DRA WN TEL. (951) 279-1800 SHEET * * Engineering, Inc. FAX (951) 279-4J80 PY, ZH 1 OF X A PUBLIC SERVICE B TOLL FREE DIAL 811 ST9TFOFCA� �\P CHECKED R.C.E. No. 55534 DRAWING NO. UNDERGROUND SERVICE ALERT GB I DATE IIJ12024 FILE NO. Drawing: R:1325706 1Prelimin cry 1 Trash Location Plon1TTM 20440 LOT 11706 — EXH — TLP — TTM 20440 LOT 1-3B1N.dwg Layout: 24x36 L SGved: 11JI2024 10.56 AM Plotted: 11,312024 10.51 AM By. Arturo Romero • I yUlllUUllUUI � � V T ��u ❑� :3" • ❑ ® ® • ® F 0. ® ."• z.se z.s• x .se z.lx 2 se xx2.yx• z sx x: •u z.sx x: z.s 76sx / 6x: s 4.3x: x9.2a 3.9 x: :z3se 9.5 9?6sx 4.4x: .xq z5se .xx9.2x ❑ 9.3 lArr- F ❑ 0. nx2• \ ® F. III /I • • V.VVVVV eL �L L rA z9 0. 1- 2 AP pp "x :s x "x:, x: „x ":9 "x . "x:" Driveways ® . TC 7T Required Illumineflon F ® ® 0 • z. I Category Where Measured Notes minimum or maximum ®4.0 2.9 z.s .s z.s 2.2 2.1 1 1.6 l.e z.l z.l 1.7 1.9 z.l z.3 z.3 z.s z.6 1. I Illuminance (Fc) ( ) RP ® Average = 2.21TIC Permitted to be lolly illuminatetl 12.5I Maximum = 1.4 3.1 2.5 .3 3.0 2.2 1. 1 1."] 2.4 3.3 2.5 2.2 3.3 3.4 2.5 2.6 z. during hours of uperalbn.After 02.2 Minimum = 1.0/Min Ratio _ 2.21 Public,Gvlc,and religious hours,may be dimmed OF turned F ® i 0 2.1 1. 1 1.7 Max/Min Ratio = 5.90 buildings on such that Only lighting ' essential to security rx safety ° g7 ] 1 z 1 2 4 z 1 z o Shall hs maintained. ® ® • ® .3 1. 1 .4 •" z se xx .se x: M z.se x: x :. Typ Pedestrian Walkways .s.ax: �.xs z9 9x: .�5 z2,e .x5.2se .e general ° Illuminance (Fc) 0 . . ® i 1. z :7�x Average = 2.04 Parking lots.dnveways.trash :,vnh in 2-fool radius of object 1.0 lumen(minimum)and 4.0 ❑ Maximum = 5.0 enclosures.public phones.group At an hour< edge lemens(maximum) F 0• 2. 3 ® .zx Minimum = 0.7 mailpoxes ❑ " III Avg/Min Ratio = 2.91 Parking rols for banks. UULLI Max/Min Ratio = 7.19 A(point of highest andlowest 1.5 lumen umens(nimum)and 4.0 ® � cm 1� z � 2 2 convenience slaves,check Ighl level lumens ImaxlmumF Durng operating)avers F ° 9• ° Mx:�.x I Typ Resident Doors cashing businesses 2.5 „„ 1. z 3 Onty applies to walkways J\ 0 L A AIlluminance Fc Pedesllian Walkways,inGutl4n9 Center of walkway at point of 0.5 lumen(minimum)and 2.0 0 1.4,,,.,i,p ( ) Intended for use walkways dark . . . Rp -p Average = 4.01 paseos highest and lowest light level lumens(maximum) PP TC T z ""ee Maximum = 4.6 Applies to an paseos F Minimum = 2.6 Nomesidenlial shuclures. 1.] Av /Min Ratio = 1.54 5-foot radius of doa(each side) 1.0 lumen(minimuml During hours of darkness 1 4 entryways,antl tlows • 0.3 0.2 0.0 Max/Min Ratio = 1.77 1. Adjacent reskfenllal property At slmcture and rear setback line 0.1 lumen(maximum) Fqulvalent to moon's potential 1. 1 9 1.6 1.0 1.0 1.1 1.0 1.1 1.2 1.3 1.6 2.2 2.2 " ambient llluminalkln 0.5 0.3 0.0 Adjacent Residentail Property F 1.0 Illuminance (Fc) City Criteria for internal use only ❑ 2. 3 I 0.3 0.1 0.0 F l.o m❑ ® Maximum = 0.5 4 q 00 - VV V V V V V V V V I 0.2 0.1 o. ,3 Avg/Min Ratio = N.A. .x 2 zV V V V V VVVVV "z z25e I Max/Min Ratio = N.A. x 3 0.1 0.0 0. 2. 1 6 •x2 zo5Bl Luminaire Schedule g s 3z .1 0.0 0.0 0 0 Symbol Qty Tag Label Lum. Watts LLF Description ❑ � 10 PPA PPA Antares 1 45001m 730 Type 37.1 0.800 45001m 730 Type II A PpA • • • • • • • • • • • PPAa PPA • • • • • • • PpA pp \ 3 1 a •"x 9 .0 0.0 0.° °.0 22 PPB PPB Antares 1 45001m 730 Type 37.1 0.800 45001m 730 Type III A TTCC TC TC x: � 235 PB erco-33264-000-en-ies 10 0.800 33264000_V02 3. 01 4 •"2.1 0 23 XWM1 XWM1 WDGE2 LED P1 30K 90CRI V_1 9.81 0.800 WDGE2 LED Pl 30K 90CRI VW z. ❑\ "p 16 .o 0.0 0.0 .o 7 Antares 1 45001m 730 Type IV 37.1 0.800 45001m 730 Type IV A ❑x s.px:z.sx z9 •6",z.,x x9 z3.x g.�":z.sx xq,6sx x: 84 XWM2 94418 BEGA IES 27 0.800 2. 1 z 2 z RPA 0.0 0.0 0.0 0.0 0 pp • O p O p 1. 1 1 2.1 1.9 1 5 I TC PP TC • o 0 0 1.1 I� 1. 1 0 2.4 a. 2.1 3.0 1 9 2.5 3.5 3.2 2.4 2.8 3.1 2.3 1.8 1 2 2.0 1.9 1 5 I I Ipp pp pp p .1 2.0 2. 1 6 1 TC A• p o T o o . TC TC A• o o T o o • T 1 TC ❑El 1 PP pApA - r __tir, -- _ _ tr___ir___ RP 1.3 •x ."x.z.sx .nx. .xx.z .nx. .x .xx. . .nx. t`l. 3. 1 5 2 0 x z sa 2. 1 "/ 5.0 9.4x: ,u4 z2sem 4.3: .n9 z25e 1. 2 xge 1. z N,}p 0.5 k� 0 2. 3 0 III zex 0 I" 0 x. I W RK WORK 1 ] ,� o 3 6 «�JJJ V I u 2. 2 5 4 � � � e I z. Nxl ® pp pp TC D TC D • PPD PLl El PD F 0 2 ❑ I" 2. 2 5 3.6 3.6 2.4 1.8 1.5 1.7 2.0 2.5 .0 s I F I I I 9 1 T 35 ❑ I: z 2. 2 6 .6 2. 2.2 2.6 ] 3.3 2.6 V e p p P 5 I PPD TPD PC D TC D if 9 �•� 3.3 3. 1 7 I I 5' 1 P P TC PPDPD 4. 6 III 1 PPp PPD 6 �V V �s6e z.s 2. 1 5 •" 0 PP° I: 2 ° PP PP PP 1. 2. 2. 1 ] •" D • • ® 2 3 x: PP ____________ _____________________ PP � PP 1z3se x;zgsx ❑ 2 2 �� A�I® PP 1. •s5 � ° 2. 3 6 nx3 2x PPD PPD T, PPD @ FED PP ❑ Id 9 4x:z,x ��x :�.,x g zgsx ."3°�® Ll e Ll PPD { xx3 ex 3. z.4 z1 O • I _ III _ z.� 1.s ❑ } FED PP° S O P S F I I � O O 4,00 S. F ry1 21 1 /p 00 P D a PE 28 PP 4 TIC �13 .6 1.5 2.0 3.] 2.9 2. 1 5 1.1 1.7 2.2 2.3 .0-1� 2 1 IL JI I I A _4 PPD PPD II .8�1- 4� .5 1 SIY 3-:��0 PPD ❑.... P TC `9 3. 17 I � 0 9 I ® sd ad P4,7I0 0 I" 3. 11 3 I pep PC DPC DC PPD z. 1 6 ❑m t o 22 El TC 6G I F \ Pl. •❑ I" 2. 1 5 I ❑ 7 11 e 2.4 �� p • 9 •PPF F ® ❑�I" 1. 1 3 I�❑ x 2 1 I I I EJ 5 1. 1.3 p p 0�I" 100 I o.e zx S DIPS S O P S D z.o 6 PP I PP 1.0 I Ix 6 0 S. F ® 6 0 S. F. ,F 4F o0 1. 12 I❑o ❑❑❑ m I $III .F ® 0 - 1. 10 x:2 & TC pTC PPD PP .z o I❑� .6 PP � PP I I IIII I II I � RP "x ,x "x J 3.0 .9 zse2.9ux z 2.5 x3. .5 ee].6x:z.s3.1 m:a2s2 3.1 •3. .0 F .5 � ��I® II IIII I III �4TI® •goo. / 1 .2 3.1 3.2 2.8 2.1 1. 1.7 2.2 2.6 2.4 _I IIII I "x F ' _I II I I I I �.3 I.s I ,I 0.7� B 1. . •i I ETC; 0.9 16 -V' -T ® S PSV V V V V V V 5 ■A` �u� � _ s � �� C7 p I � ov � • V 0 �I-�� V O P I L ® 2.8 : PP ® ® 3,2 S. 2 xx z sV V V V x III I I / f \ ______ _ .1 3.0 .8• .el 2.8 2.9x e1.9 1. 3"X 2.0 / - I I -J- \1 - -I I 77-L I �� -- - - - - - - - - - LL � � - a ❑ ss � �� -tom �� If� � �ri' � �❑ fir (Not 1 L-_--L--- --- -- i --/----L---- --�---- ---- Project erica.com Project Project Resort II NERI Model code Date Fixture type: nerinOrtha PRELIMINARY NERI Project narI Modelcodet#:n Date Fixture type: nerinOrtha PRELIMINARv NERI Project narI Modelcodet#:n Date Fixture type: nerinOrtha PRELIMINARY-201 PPA Rev.A 2017 Rev.A 201 e Rev.A 201 N 1 USA DESCRIPTION: Light Antares encompasses design,visual comfort,performance and energy savings in a single street lighting system.Designed by award winning Makio Hasuike.Light Antares is equipped with an LIGHT ANTARES-size 1 LIGHT ANTARES-size 1 LIGHT FIXTURE OPEN LIGHT FIXTURE-TILTING JOINT LIGHT FIXTURE-BOTTOM VIEW LIGHT FIXTURE-UPPER VIEW adjustable inclination joint from 0°to 20°with steps of 51,that guarantess maximum flexibility of installation for tubes with diameters of 1"7/8 and 3".Optical package consists of more geometries for Luminaire satisfied every lig hting solution as roads and highways,parking lots and large areas,roundabouts,pedestrian and bicycle paths,pedestrian crossing.LED optics/multilayer lenses for high efficiency,upto LED Source-Performance range LED Source-Performance range Code MUAN1L211B2 45001m 3K / \ 141 Im/W.Very low LED's temperatures for a operative lite of over 100,000 hours(15 years).Easy maintenance thank a button for opening that does not require any type oftool. Name MUAN1L211B2Madeofcastaluminium,with t y I Measurem. / a IP66 protection rating,the screen is made of extra-clear transparent glass,4mm thick,I K08 mechanical resistance.Glass flush with the structure.The suggested height of installation from 13.5'to35.5'. - Code MUAN1L213K Name MUAN11_211132 PHOTOMETRIC VALUE _ PHOTOMETRIC VALUE LIGHT ANTARES-size 1 (340 mm) (340 mm) (608 mm) (608 mm) LM-79 test and reports are performed in �. LM-79 test and reports are performed in �`i`y'+ Luminaire Flux 4500.00 Im Luminaire Power 37.00 W Efficacy 121.62 Ini Efficiency 100.00% LED Source �13"3/8----1 13"3/8---1 23"15/16 23"15/16 accordance with IESNA standards. accordance with IESNA standards. Lamps Flux 4500.00 Im Maximum value 582.21 cd/kIm Position C=25.00 G=70.00 CG Sym.on planes 270-90 I T T � E � E The gamma angles diagram refer to the -J The gamma angles diagram refer to the EPA=0.833ft' o E E E Weight=23.15 lb(10.5 Kg o= o= vM flux of 2,500 Im. flux of 2,500 Im. 4 US ROAD STANDARDS \ \ %Lamp Im Uplight (761 mm)� {y 180° o V.Sh rt firstdrde C UL US � �29"15/16� - 1MH 20 % �° \\ (340 mm) (340 mm) (761 mm) 39.490 13"3/8 13"3/8 \ i Compliance: E� E� 9.5°O u� Short \1 UL Standard 1598 CSA C22.2 no.250.0-8 OPTIC NLG 17-Type IV Short OPTIC NLG 18-T e VS Ver Short OPTIC NLG 20-T e II Short OPTIC NLG 21-T a III Short OPTIC NLG 22-Type e III Medium OPTIC NLG 23-Crosswalk 20 YP Y -Type -Type YP 9.7 0 1 Caltrans Pending 2 25MH 21 Front view Backview Side view Gammaangles ,ar ,20° Gammaan les 1eo° 120° Gammaan angles ao° o° Gammaan angles eoo o° Gammaangles ,eoo 120° Gammaan angles 1eo° 120° 0 9 0. \ , g g g g $° 3187 Airway Avenue Building C To view { ode sample:MUAN1L183B302 p ,05 '"° s5° logo `, ,or- ,os° "°s ,os° ,05° ,05° 100` 100° 0 0� ! Mediu Costa Mesa, CA 92626 Connection Compliance Series � Optic system Colortemp. Lumen output Driverfunction� Voltage 90° 9s° ec° 90° eoo 9c° 1v oo° 90° 90° 9c° 90° 80° 80, 375MH % � ° 949.681.0500 www.firstcircledesign.com M=Suspended U=UL 1598 standard AN1L=Light Antares-size1 17=typelV 1=3000K BO-2,500 tm(') 02-1-10V+NCL •120-277V 3-4,000K B1 35001m 04-AmpDim+NCL 120V 75° 75° 75° a- ss° 20=type ll B2-4,5001m 06=DALI+NCL 208V 600 60` 21=type III 14=6 hours.aut.flux red.+NCL 240 V so° / - ss° sc° so° so° so° so° so° so° ss° so° so° Long 22=type 111 B4-7,5001m(2) 71=Manual dimmin 277V - 23=type IV short-crosswalk 30` 30` a eIII Type IV beautiful and intelligent lighting design SPECIFICATIONS: TECHNICAL DATA: CONFIGURATION TABLES: as° as° 45° u5° us° as° es° 4_° 45° = 45° a5° as° 0` 6MH o Construction: Electrical: Configuration tables of luminous fluxes. On demand features Back Front 1 PavementRoadlMH1.75MH 2.75MH -Frame composed with a body in die-cast Compliance:UL Standard 1598-CSA The efficacy(Im/W)on table refers to the -Painting:color of RAL range. aluminum with tiltingjoint sistem C22.2no.250.0. complete system. o° 15° aom ao° 15° o° 15° 30 30° s° o° 1s° aa° ao° 1s° c° ,e° aom C laoo o.o C 180.o o0 C I. o.o C 1ao.o ,_ C so.o 0o C ,eoo o.o upperfor compartment n entpol h st the powerThe RatedVolta power:120-277V 2(universal).56). 3,000 K-Colortemperature Note: Halfplanes o0 90.o Halfplanes 270.0 s0.0 Halfplanes 2700 90.0 Halfplanes oo Halfplanes 270.o so.o Halfplanes 00 90.o All drawings,designs,specifications,and copies hereby furnished upper compartment host the power -Rated power:from 22W to 56W. -NCL:constant flux control is standard supply unit and connection terminals. Frequency:50/60Hz. Code Im output Watt Im/W with all driver functions. by first Circle design,inc.are sole and exclusive property of first The lower compartment host the optical Power factor:>0.90(PFC). 1BO 2,500 22 114 ('):flux size available only with 3,000K. %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight circle design,inc.as an instrument of service. They are to be used system,composed with Led modules and Protection rating:IP66. 1131 3,500 31 113 (')flux size available onlywith 4,000K. 18o° 180° 180° 180° 180° 18o° Luminaire Classification System(LCS) Lenses,closed byflatscreen in tempered Operatingtemp.:-22°F+104°F(-30°C+40°C). 41.196 (j4*1 38.7/ 3s.aA 40.3i 42.oso in regard to this project and no other. They shall not be reproduced, glass fixed with four screws. -Osmoticvalveforpressurecompensation. 1B2 4,500 37 121 0.3°° 3° s.0° 9.5° 0.2 5 0 ° ° nor disclosed to others without written consent. first circle design, Materials: -Automaticdisconnectorattheopeningof 1B3 6,000 51 117 LCS Zone Lumens /Lamp /Lum inc.is res onsible for visual as ects of the ro ect onl ,and it is Die-cast aluminium(UNI EN 1706). the lid. p p p j YHot alvanizedsteel. Electronic driver with self-dia nostic 4,000K-Colortemperature FL 0°--30° 673.1Im 15.0% 15.0% g g . ° 7°° 3°° understood that all specifications relate solely to the appearance of POSTS Stainless steel screws. functions and monitoring of over Code Im output Watt Im/W too, too, too* too, ,00° too, moo too, too, too, too* too° Gasket in silicone. temperatures. s0° s0° s0° 9o, 9°• so, 90° s0° so, 90° e0° 9°° the design and not to matters of safety and code compliance. P 3B1 3,500 26 133 FM 30°--600 1772.3 Im 39.4% 39.4% Models -Extra-clear screen(4 mm-5/32"thickness). Estimated life:B10 at 100,000 hours. so* so' eoo so. ao• so, so* so, ao° so, ao° ao° Finish: Electronic sensor on led plate for the 3B2 4,500 32 141 Standard color is Super Durable textured control of over temperatures. 3B3 6,000 44 138 60° so° 60° so° 60° so° so* so° so° 60° 6o° so° FH 60°--800 897.6 Im 19.9% 19.9% Post:0001.209.501_C RAL9006.Information about paint steps Optical Features: 3B4 7,500 56 133 Lantern:ANTARES 1 used on this product in specific technical Light source:power[ads 30 30° 30° 30° 30° 30° 30° 30' 30° 30° 1. 30° FVH 80°--90° 12.51m 0.3% 0.3% Accessory:banner arms sheet. Lumen output: °° °° o° °° o° °° Hatch door Orl P Configuration Back Front Back Front Back Front Back Front Back Front Back Front MountinE: Color Scale:1:30 Cade Driver function the front -Head or lateral installation. -Chromatic Rendering Index:CRI>70. BL 0°--30° 323.41m 7.2% 7.2 Joint coupling for tubes with diameters Estimated life:100,000 hours(L85-Ta 25°C) 02 1-1 OV control+constant flux Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Dimensions 1'7/8 or 3". Protection rating:IP66. control(1 1OV+NCL) g P g P g P g P g P g P BM 30°--60° 530.81m 11.8/0 11.8/o LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum o ° Suitable for wet location. Optic NLG 17:type IV Short; 06 DALl control+constant flux FL 0°-30o 12.9% 12.9% FL O°-30o 12.4% 12.4% FL 0°-30o 15.8% 15.8% FL 0°-30o 15.0% 15.0% FL 0°-30o 13.7% 13.7% FL O°-30o 12.6% 12.6% ©2023 first circle design, inc. Total height:15'9" Notforuseindwellings. Optic NLG 18:type VS Very Short; control(DALI+NCL) FM 30°-60° 41.1% 41.1% FM 30°-60° 32.4% 32.4% FM 30°-60° 38.7% 38.7% FM 30°-60° 39.4% 39.4% FM 30°-60° 40.3% 40.3% FM 30°-60° 42.0% 42.0% Operation and maintenance: Optic NLG 20:type 11 Short; 06 DALl control flux BH 600--800 284.21m 6.3% 6.3% Light source height:15'--° FH 60°-80° 22.1% 22.1% FH 60°-80° 7.0% 7.0% FH 60°-80° 19.6% 19.6% FH 60°-80° 19.9% 19.9% FH 60°-80° 19.6% 19.6% FH 60°-80° 12.2% 12.2% Tool-less entry:no tools required for Optic NLG 21aype II Medium; control(DALI+NCL) Pole height:15'9" FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% opening the fixture.To access upper Optic NLG 22:type III Medium; 14 6 hours aut.flux reduction-30% BL 0°-30o 6.6% 6.6% BL O°-30o 12.1% 12.1% BL 0°-30o 7.1% 7.1% BL 0°-30o 7.2% 7.2% BL 0°-30° 7.4% Z4% BL O°-30o 8.8% 8.8% BVH 800--900 6.21m 0.1% 0.1% Bracket lenght from pole center to compartment,press the two clips located Optic NLG 23:crosswalk; lantern fixing point:3'8.25" on the lid then lift it.For more instructions -Refractivetensinacrylic. +constant flux control(6H NVL BM 30°-60° 12.2% 12.2% BM 30°-60° 30.4% 30.4% BM 30°-60° 11.6% 11.6% BM 30°-60° 11.8% 11.8% BM 30°-60° 12.5% 12.5% BM 30°-60° 18.3% 18.3% eferencetheinstructionmanual. Screen in flattem tempered lass:IK08. +NCL) BH 60°-80° 4.7% 4.7% BH 60°-80° 5.5% 5.5% BH 601-80° 6.8% 6.8% BH 60°-80° 6.3% 6.3% BH 60°-80° 6.0% 6.0% BH 60°-80° 5.8% 5.8% UL 90°--100° 0.0Im 0.0% 0.0% FOR DESIGN INTENT ONLY Page DrawingNumber US-00092 Rev H P glass: BVH 800-90° 0.2% 0.2% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1%Pa a number:1/3 The LED driver has a separate housing IES classification:k(II cut off. 71 Manual Dimming g UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% UL 90° 100° 0.0% 0.0% NOT FOR CONSTRUCTION compartment to allow easy wiring and Photobiologicalrigk(IEC TR 62778): UH 100°--180° 0.0 Im 0.0% 0.0 Limit distance of passage UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% replacement. p g Totals 100.0% 100.0% Totals 100.0% 100.05/ Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% -No maintenance is required,except a risk class 1 to risk class 2. Minimunhei htofinstallationl3'. BUG:B1UOG1 -TypelVShort BUG:B1UOGO-Type VS Very short BUG:B1UOG1 -TypellShort BUG.B1UOG1 -TypellMedium BUG:B1UOG1 -Type III Medium BUG:B1UOG21 -TypelVShort TOTALS 4500.0Im 100.0% 100.0% periodic cleaning of the screen from dust. g NERI North America Inc.-1835 NW 112th Avenue Suite 176 Miami•FL 33172•USA-T+1 786 315 4367-F+1 786 257 1336-E neri.us@neri.biz Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL 33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.257.1336 Type III Medium Asymmetrical All drawings must be reviewed and approved by a licensed Made in Italy2016 NERI S. .A.All Rights Reserved.The information in this document is subjectto change without notice. @ p g � g Made in Italy©2014 NERI S.p.A.All Rights Reserved.Theinformation in this document is subject to change without notice. Made in Italy©2014 NERI S.p.A.All Rights Reserved.The information in this document issubjectto change without notice. Made in Italy©2014 NERI S.p.A.All Rights Reserved.The information in this document issubjectto change without notice. electrical en ineer. Allequipment mustbeinstalledb alieensed Company shall reserve the right time and from time to time modify thes specifications or featu res or to discontinue the sale of an products. 9Y p y g y �' p yp Company shall reserve theri right time and from time to time to modi thes ecificationsorfeaturesortodiscontinuethesaleofan products. Company shall reserve theri htatan time and from time to time to modify thes specifications or features or to discontinue the sale of an products. Company shall reserve theri htatan time and from time to time to modify thes specifications or features or to discontinue the sale of an products. LITESTAR c0 TechSd www.oxytech.it Page P Y g Y �v P any p Y g Y fv p YP p Y g Y fv p YP () xv '� 9 electrician in accordance with all applicable local codes and the National Electric Code. Project merica.com Project merica.com Resort II NERI Project name�Modelcodet#:n Date Fixture type: nerinOrthaPRELIMINARY NERI Pojetnar-I:n Date Fixture type: nerinOrthaPRELIMINARY NERI Project narI Modelcodet#:n Date Fixture type: nerinOrthaPRELI -201 PPB Rev.A 2017 Rev.A 201 r Rev.A 201' MINARY NERI USA DESCRIPTION: Light Antares encompasses design,visual comfort,performance and energy savings in a single street lighting system.Designed by award winning Makio Hasuike.Light Antares is equipped with an LIGHT FIXTURE OPEN LIGHT FIXTURE-TILTING JOINT LIGHT FIXTURE-BOTTOM VIEW LIGHT FIXTURE-UPPER VIEW REVISIONS adjustable inclination joint from 0°to 20°with steps of 5°,that guarantess maximum flexibility of installation for tubes with diameters of 1"7/8 and 3".Optical package consists of more geometries for LIGHT ANTARES-size 1 LIGHT ANTARES-size 1 Luminaire satisfied every lig hting solution as roads and highways,parking lots and large areas,roundabouts,pedestrian and bicycle paths,pedestrian crossing.LED optics/multilayer lenses for high efficiency,upto LED Source-Performance range LED Source-Performance range Code MUAN1 L211 B2 45001m 3K 141Im/W.Ve lowLED'stem eraturesforao erativelifeofover100,000hours(I5 ears).Eas maintenance thank a buttonforo enin thatdoesnotre uireant eoftool.Madeofcastaluminium,with - Name MUAN1L211B2 NO. DATE DESCRIPTION Y P P Y Y P g q Y YP Measurem. a IP66 protection ratin the screen is of transparent lass 4mmthick IK08 mechanical resistance.Glass flush with the structure.The suggested height of installation from 13.5'to 35.5'. _ P g� P glass, � gg g tee Code MUAN1L213K PHOTOMETRIC VALUE - _ PHOTOMETRIC VALUE ' -1 - Name MUAN1L211B2 ___ ___ ___ LIGHT ANTARES-size 1 (340 mm) (340 mm) (608 mm) (608 mm) LM-79 test and reports are performed in LM-79 test and reports are performed in "T Luminaire Flux 4500.00 Im Luminaire Power 37.00 W Efficacy 121.62 Im/W Efficiency 100.00% �13"3/8� �13'3/8� �23"15/16� �23"15/16� accordance with IESNA standards. - accordance with IESNA standards. LED Source I - Lamps Flux 4500.00 Im Maximum value 582.21 cd/kIm Position C=25.00 G=70.00 CG Sym.on planes 270-90 EPA-0.833ft° o eT eT E� The gamma angles diagram refer to the �� The gamma angles diagram refer to the Er> Er> Em Weight=23.15 lb(10.5 Kg o= o= I- flux of 2,500 thin. 1" flux of 2,500 Lm. US ROAD STANDARDS %Lamp Im Uplight (761 meV. 29"15/1,3 9.4' 2C. % Short 1800 (340 mm) (340 mm) (761 mm) 39.4 io -TV N E_R All US 3/S� �13"3/8� �29"15/16� 1MH 20 Compliance: _ E3 E� 9.50° 20 ® Short UL Standard 1598 CSA C22.2 no.250.0-8 OPTIC NLG 17-Type IV Short OPTIC NLG 18-Type VS Very Short OPTIC NLG 20-Type II Short OPTIC NLG 21-Type III Short OPTIC NLG 22-Type III Medium OPTIC NLG 23-Crosswalk 9.7 0 Caltrans Pending 1 2 25MH p Front view Backview Side view Gammaangles ,eoo ,20° Gammaangles ,eoo 120° Gamma angles 1lv 120° Gamma angles ,eoo Gammaangles ,eoo ,20° Gammaangles 120° 8°° 0 /o �0 ° M. MODEL: Top view 100` 100° 0 0� Mediu rn code sample:MUAN1L183B302 105 105° 1o5° 05° 105° 1a5° ,05° 105° 105° 1o5° 105° i' "� 90` 90° Connection Compliance Series ` Optic system Colortemp. Lumen output Driver function ' voltage /0 90° 90° 9a° 90° so- 90° 90° 5;:. 90° BO° 9a° 80° 80, 800 3 75MH M=Suspended U=UL 1598 standard AN1L=Light Antares-size 1 17=type lV 1=3000K B0-2,500 tm(') 02=1-10V+NCL •120-277V 18=type V 3=4,000K = 04=AmpDim+NCL 120 V �s° - 75° - 75° 75° 75° 75° �s° 75° 75° 20--ty of 11 B2=4,5001m 06=DALI+NCL 208V 60° 60° 21-t ellle 111 B3-6,0001re 14=6 hours.aut.flux red.+NCL 240V 22=type 111 B4=7,500 tm(') 71=Manual dimming 277V so° ss° so° so° so° so° so° se° so° ss° so° so° Long 23=type IV short-crosswalk 10` 10` e e III Type I SPECIFICATIONS: TECHNICAL DATA: CONFIGURATION TABLES: d5° us° us° 45° �° 4s° 41° 45° us° us° 45° 0, 6MHMH o Construction: Electrical: Configuration tables of luminous fluxes. On demand features Back Front 1 PavementRoad1MH1.75MH 2.75MH -Frame composed with a body in die-cast -Compliance:UL Standard 1598-CSA The efficacy(Im/W)on table refers to the -Painting:color of RAL range. aluminum with tiltingjointsistem C22.2no.250.0. complete system. 15° o° s° aom ao° 15° o° 15° aom 30° 1s° o° 15° aom ao° 15° o° 15° .1 30° ,5° o° ,5° E C 'sob o.o C ,eo.o o0 C laoo 0o C 1ao.o C ,so.o oo C ,eoo o.o for mounting on poles.The openable -Voltage:120-277V(universal). P Note: Halfplanes 270.0 90.o Halfplanes os so.o Halfplanes oo sos Halfplanes 00 Halfplanes 270.o so.o Halfplanes 27ao so.o 3,000K-Colortem temperature upper compartment host the power -Rated power:from 22W to 56W. -NCL:constant flux control is standard r- supply unit and connection terminals. Frequency:50/6OHz. Code Im output Watt Im/W with all driver functions. The Lower compartment host the optical Power factor:>0.90(PFC). 1BO 2,500 22 114 ('):flux size available only with 3,000K. %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight %Lamp Lm Uplight system,composed with Led modules and Protection rating:IP66. 1131 3,500 31 113 (')flux size available onlywith 4,000K. 18o° 180, 180° 180° 180° 180° Luminaire Classification System(LCS) Lenses,closed byflat screen intempered Operatingtemp.:-22°F+104°F(-30°C+40°C). 41.1s6 3zA/ a8.7/ j4.*16 40.3i 42.oso DATE: 10.31.2023 glass fixed with four screws. Osmotic valve for pressure compensation. 1B2 4,500 37 121 ° ° 0 0Materials: Automaticdisconnectorattheopeningof 1B3 6,000 51 117LCS Zone Lumens /Lamp /Lum Die-castaluminium(UNI EN1706). the lid. o.s° CHECKED: FCD 4,000 K-Color temperature o 0 Hot galvanized steel -Electronic driver with self-diagnostic . ,° ° ° o.t FL 0°--30° 673.1 Im 15.0% 15.0 Stainless steel screws. functions and monitoring of over Code Im output Watt Im/W too, too, moo too, oo° too, too, too, too, too, too* too° FOM f =Gasket in silicone. temperatures. DRAWN: FCD kC Extra-clear screen(4 mm-5/32"thickness). Estimated life:1310 at 100,000 hours. 3B1 3,500 26 133 FM 30°--60° 1772.3 Im 39.4% 39.4 80° 80° 80° 80° 80° 80° 80° 80° 80° 80° 80° 80° Models Finish: Electronic sensor on led plate for the 3B2 4,500 32 141 Standard color is Super Durable textured control of over temperatures. 3B3 6,000 44 138 so° 60° 60° so° 60° 60° so° so° so° 60° so° so° FH 600 80° 897.61m 19.9% 19.9% RAL9006.Information about paint steps Optical Features: 3B4 7,500 56 133 Post:9108.801.201_C used on this product in specific technical Light source:power[ads 30 30° 30° 30° 300 30° 300 3o° 30° 30' 1. 30° FVH 80°--900 12.5 Im 0.3% 0.3% Lantern:ANTARES1 sheet. Lumen output:from 2,500to7,5001m Configuration of driver functions Back °° Front Back °° Front Back °° Front Back °° Front Back °` Front Back °° Front Scale:1:25 MountinE: Color temperature:3,000Kor4,000K Code Driver function Head or lateral installation. Chromatic Rendering Index:CRI>70. BL 00--30° 323.4 Im 7.2% 7.2% Joint coupling for tubes with diameters Estimated life:100,000 hours(L85-Ta 25°C) 02 1-1 OV control+constant flux Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Luminaire Classification System(LCS) Dimensions O V7/8or3". Protection rating:IP66. control(1-1 OV+NCL) LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum LCS Zone Angles %Lam %Lum o 0 g P g P g P g P g P g P BM 30°--60° 530.8 Im 11.8/0 11.8/o Suitable for wet location. Optic NLG 17:type IV Short; 06 DALl control+constant flux FL 0°-30o 12.9% 12.9% FL O°-30o 12.4% 12.4% FL 0°-30o 15.8% 15.8% FL 0°-30o 15.0% 15.0% FL 0°-30o 13.7% 13.7% FL O°-30o 12.6% 12.6% Total height:15'11.75" Not for use in dwellings. Optic NLG 18:type VS Very Short; control(DALI+NCL) FM 30°-60° 41.1% 41.1% FM 30°-60° 32.4% 32.4% FM 30°-60° 38.7% 38.7% FM 30°-60° 39.4% 39.4% FM 30°-60° 40.3% 40.3% FM 30°-60° 42.0% 42.0% Light source height:15'9.5" Operation and maintenance: Optic NLG 20aype II Short; 06 DALI control+constant flux BH 60°--80° 284.21m 6.3% 6.3% FH 60°-80° 22.1% 22.1% FH 60°-80° 70% 7.0% FH 60°-80° 19.6% 19.6% FH 60°-80° 19.9% 19.9% FH 60°-80° 19.6% 19.6% FH 60°-80° 12.2% 12.2% Pole height:15'--" Tool-less entry:no tools required for Optic NLG 21:type 11 Medium; control(DALI+NCL) FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.3% 0.3% FVH 80°-90° 0.1% 0.1% Bracket lenght from pole center to opening the fixture.To access upper Optic NLG 22:type Ill Medium; 14 6 hours aut.flux reduction-30% BL 0°-30o 6.6% 6.6% BL O°-30o 12.1% 12.1% BL 0° 30° 71% 7.1% BL 0° 30° 7.2% 7.2% BL 0° 30° 7.4% 7.4% BL 0° 30° 8.8% 8.8% BVH 800--900 6.21m 0.1% 0.1% compartment,pressthetwo For sruction Optic NLG etensicrosswalk; +constant flux control(6H NVL BM 30°-60° 12.2% 12.2% BM 30°-60° 30.4% 30.4% BM 30°-60° 11.6% 11.6% BM 30°-60° 11.8% 11.8% BM 30°-60° 12.5% 12.5% BM 30°-60° 18.3% 18.3% lantern fixing point:-- on the lid then lift it.For more instructions -Refractive lens in acrylic. Drawing Number US-10046 reference the instruction manual. -Screen in flat tempered glass:IK08. +NCL) BH 60°-80° 4.7% 4.7% BH 60°-80° 5.5% 5.5% BH 60°-80° 6.8% 6.8% BH 60°-80° 6.3% 6.3% BH 60°-80o 6.0% 6.0% BH 60°-80° 5.8% 5.8% UL 90°--100° 0.0Im 0.0% 0.0% IES classification:Fulloutoff. 71 Manual Dimming BVH 80°-90° 0.2% 0.2% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% BVH 80°-90° 0.1% 0.1% RevA 380 mm �t -3 j The LED driver has a separate housing UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% UL 90°-100° 0.0% 0.0% compartment to allow easy wiring and PhotobioLogical risk(I EC/TR 62778): UH 100°--180° 0.0 Im 0.0% 0.0 Limit distance of passage UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH lOOo-180o 0.0% 0.0% UH 100°-180° 0.0% 0.0% UH 100°-180° 0.0% 0.0% replacement. p g Totals 100.0% 100.0% Totals 100.0% 100.05/ Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% Totals 100.0% 100.0% PROJECT TITLE: -periodic maintenance is required,except a risk class 1 to risk class 2. Minimunheightofinstallation13'. BUG:B1U0G1 -TypelVShort BUG:B1UOG0-Type VS Very short BUG:B1UOG1 -TypellShort BUG:B1UOG1 -TypellMedium BUG:B1UOG1 -TypelllMedium BUG:B1UOG21 -TypelVShort TOTALS 4500.0Im 100.0% 100.0% periodic cleaning of the screen from dust. NERI North America Inc.-1835 NW 112th Avenue Suite 176 Miami•FL 33172•USA-T-1 786 315 4367-F+1 786 257 1336-E neri.us@ned.biz Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL 33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.257.1336 Neri North America Inc.-1835 NW 112th Ave,Suite 176•Miami,FL33172•T 786.315.4367•F 786.2571336 Type Ill Medium Asymmetrical Made in Italy @ 2016 NERI S.p.A.All Rights Reserved.The information in this document is subjectto change without notice. c c c Company shall reserve the right time and from timeto time to modi thes specifications or features orto discontinue the sale of an products. Made in Italy02014NERIS.p.A.AIIRightsReserved.Theinformation in this document is subject to change without notice. Made inItaly02014NERIS.p.A.AllRightsReserved.Theinformationinthisdocumentissubjecttochangewithoutnotice. Made inItaly02014NERIS.p.A.AllRightsReserved.Theinformationinthisdocumentissubjecttochangewithoutnotice. RESORT p y g y fv p yp Company shall reserve the right at any time and from time to time to modifythe specifications orfeatures or to discontinue the sale of any products. Company shall reserve the right at anytime and from time to time to modify the specifications or features or to discontinue the sate of any products. Company shall reserve the right at anytime and from time to time to modify the specifications or features or to discontinue the sate of any products. LITESTAR (c)OxyTechSri www.oxytech.it Pagel AT EMPIRE LAKES PHASE II PA N 12 PROJECT LOCATION: RANCHO CUCAMONGA, CA PROJECT PHASE: DESIGN DEVELOPMENT NER SHEET TITLE: LIGHTING CUTSHEETS LT1 -01 -2 SCALE: 1" = 30' FCD JOB#: FCD-2258 FOR DESIGN INTENT REFERENCE ONLY NOT FOR CONSTRUCTION U L H-10 5 8 3 L�G Resort 11 U L H-10 5 8 3 LiGMA/1 Resort 11 Lightsoft Mini 1 Cylindrical Bollard L141i PPH Lightsoft Mini 1 Cylindrical Bollard LIGHTING USA XDS1 Bravo Project: Indirect light-emitting bollard range. ' • • • Location: L m Smooth and sharp devised bollard family with Less than 0.1%copper content-Marine Grade 6060 extruded wonderful soft controlled lighting options. � &LM6 Aluminum High Pressure die casting provides excellent Catalog Number MODEL 0 mechanical Strength,clean detailed product lines and The innovative reflector technology of the Lightsoft bollard excellent neat dissipation. guarantees a high degree of efficiency and optimal visual FI Prenaint comfort.Lightsoft has been developed to have excellent Example:546-2LED14-BRZ-35K-24" S step izingad anteing sphateas well process zinc controlled downward li ht rovldin wldes acin ratios.It = = I deoxidizing and etching as well as a zinc and nickel phosphate 9 P 9 P 9 .* process before product painting. has three light shield accessories with different light Memory Retentive-Silicon Gasket distributions.The Lightsoft is available in a cylindrical or Providedempertur injection molded"fitfor con gaskets long squThe re Lightsoft design with two different with a uns. ique ORDERING EXAMPLE II ULH - 10583 - 14W -W30 - 02 - 120�277V - Options Maintains temperature memory retentive eat overyeats. The Lightsoft Bollard Comes standard with d Ur11gUe Maintains the gaskets exact profile and seal over years of use and compression. waterproof internal driver housing compartment that is • Simple rectilinear wet location wall sconce _ Thermal management situated at the top of the pole to stop water and dust from 1 y entering the electrical components.This fixture is supplied • Highly efficient fixture provides years of trouble free operation LM6 Aluminum is used for its excellent mechanical strength 9 P PP and thermal dissipation properties in low and high ambient completely wired with powercord and waterproof gland from ' ' �• temperatures.The superior thermal heat sink design by • Solid top restricts upward light pollution.Bottom lens standard Ligman used in conjunction with the driver,controls thermals the driver enclosure to the base of the bollard ensuring quick below critical temperature ll as p censure maximum trouble-free installation.Custom bollard heights are available, ® • Available in a variety of lengths f i r S t C i r C I e •: - luminous flux output,to well as providing long LED service life 7 • • • COLOR and ensuring lessthan 10%lumen depreciation at 50,000 please specify. hours. Color temperature 2700K,3000K,3500K and 4000K. • Standard 0-10V dimming driver.120-277V MVOLT •• s�rce suppression Custom wattages can be provided to suit customer and Title 4w coe w17-z7ooK 01-BLACK RAL 9011 lzo/z77v • Listed and approved for wet locations Standard 10kv surge suppressor provided with all fixtures. 24 requirements.(Specify total Watts perflxture) 447 Lumens W30-3000 1 02-DARK GREY RAL 7043 I_ Other-Specify • Meets all ADA requirements Dimensions aO-Rating All Ligman fixtures can be manufactured using a special W35-3500K 03-WHITE RAL 9003 �[ BO-U3-GO 9 9 P • Manufactured in the USA 3187 Airwa Avenue Buildin C. 1I pre-treatment and coating process that ensures the fixture W40-4000K 04-METALLIC SILVER RAL 9006 Width Height Death Y g 4,6" All Ligman products gothrough an extensive finishing process can be installed in natatoriums as well as environments with 05-MATTE SILVER RAL 9006 4" that Ind Udesfettling to improvetadherence. hi g 06-LIGMAN BRONZE h concentrations of chlorine or salt and still maintain the 5 6" 16" 4" Costa Mesa, CA 92626 pain year warranty.For this natatorium rated process please MC O Paint Simplistic in design,this luminaire will not overpower the space 949.681.0500 www.firsteireledesi(yn.eom UV Stabilized 4.9Milthick powder coat paint and baked at 200 specify NAT In OPYIOns. 07-CUSTOM RAL 6" 24" 4" www.firstcircledesign.com C.This process ensures that Ligman products can while providing an exceptional amount of light.The ability to Wl withstand harsh environments.Rated for use in natatoriums. INSPIRED BY NATURE FINISHES H 6" 36" 4" qqM customize this length,at a reasonable price,makes this fixture Inspired by Nature Finishes DDITIONAL OPTIONS SW01-OAK FINISH perfect for entrances or lobbies. 39.3" The Inspired by nature Finishing is a unique system of •• decorative powder coating.Our metal decoration process can asily transform the appearance of metal or aluminum product S W02-WALNUT FINISH Natatorium Rated into awood grain finish. NAT- SW03-PINE FINISH beautiful and intelligent lighting design This patented technology enables the simulation ofmod HGT-Custom Bollard Height[Specify HGT=XX"] 4"-i P 9Y grain, OF-DOUGLAS FIR FINISH I� and even marble or granite finish through the use of decorative DIM-0-10v Dimming _W_ BI.6" powder coating. CW-CHERRY WOOD FINISH THERE IS ANADDITIONAL _ COST FOR THESE FINISHES 2 3° The wood grain finish is so realistic that it's almost NW-NATIONAL WALNUT FINISH undistinguishable from real wood,even from a close visual 0.4" inspection. The system of coating permeates the entire SU01-CONCRETE FINISH thickness of the coat and as a result,the coating cannot be SU02-SOFTSCAPE FINISH ) A 4"octagonal junction box should be used for installation All drawings,designs,specifications,and copies hereby furnished removed by normal rubbing,chipping,or scratching. • - SU03-STONE FINISH MC=Mounting Center,located at tenter of fixture Unless noted otherwise by first circle design,inc.are sole and exclusive property of first The[Dating Oroce After pre-treatment the prepared pans are powder coated with SU04-CORTEN FINISH I�a specially formulated polyurethane powder.This powder Ordering;Information/Options circle design,inc.as an instrument of service. They are to be used provides protection against wear, abrasion, impact and d coratio corrosion nd acts as the relief base color for the finalized metal Model Length watts Finishes Options Length in regard to this project and no other. They shall not be reproduced, The component is then wrapped with a sheet of non-porous 546 16" 1LED9 1100 Lumens MVOLT WHT White Bc Bottom Metal Cover 724" 24 nor disclosed to others without written consent. first circle design, film with the selected decoration pattern printed on it using special hightemperature inks. inc.is responsible for visual aspects of the project only,and it is This printed film transfer is vacuum-sealed to the surface fora 1LED14 1550 Lumens BLK Black PC Photo Cell understood that all specifications relate solely to the appearance of ompletethermo prnt and then transferred in[oacus[omized1LED19 2000 Lumens SAL Silver 30K 3000 Kelvin Tem erature over The oven transforms the ink into different forms within P - - the paint layer before it becomes solid.Finally,the film is the design and not to matters of safety and code compliance. removed,and a vivid timber look on aluminum remains. 24" 2LED9 2200 Lumens MVOLT BRZ Bronze 35K 3500 Kelvin Temperature Wood grain coating can create beautiful wood-looking products of any sort. There are over 300 combinations of designs 2LED14 3100 Lumens BA Brushed Aluminum 40K 4000 Kelvin Temperature currently in use. Wood grains can be made with different colors,designs,etc. 2LED19 4600 Lumens IEM Integral Emergency Pack Our powder coatings are certified for indoor and outdoor r� applications and are backed by a comprehensive warranty. �i II 36" 2LED14 3100 Lumens MVOLT These coatings rise to the highest conceivable standard of performance excellence and design innovation. y; 2LED19 4600 Lumens Added Benefits �I •Resistance to salt-acid room,accelerated aging •• •Boiling water,lime and condensed water resistant _Anti-Graffiti,Anti-Slip,Anti-Microbial,Anti-Scratch ©2023 first circle design, Inc. •Superdurable toxic)istant) _ More Custom Finishes Available Upon Request •TGIC free(non-toxic) -• p q Hardware consult factory for pricing and lead times Provided Hardware is Marine grade 316 Stainless steel. Anti Seize Screw Holes Tapped holes og are infused with a special anti seize compound ., 0 MEN MEN MEN designed to prevent seizure of threaded connections,due to electrolysis from heat,corrosive atmospheres and moisture. Crustal Clear Low Iron Glass Lens Oak Cherry Beech Carbon FOR DESIGN INTENT ONLY Provided with tempnenglass tinge.stntcrystal dearlow iron M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ glass ensuring no green glass tinge. NOT FOR CONSTRUCTION Optics 8 LED Precise optic design provides exceptional light control and Walnut Chestnut Bamboo Galvanized precise distribution of light.LED CRI>80 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ PHONE:509.924.0243 www.indessa.com LumenB10at5,000h hours Life r WET All drawings must be reviewed and approved b a licensed L80/B10 achieve hoftheiriomeans that lux)at least 90%of the Example:Inspired by Nature Finish L6rAT10N 9 pp Y ",rre,. °. [a0onsw ino0 uc°n�.r a,PSI'"omD�tina�croieee80%of theimosginal I.LED"flua) tea° e"IS R°°'=„Ce Pine Mahogany Birch Steel EF�I/) Indessa Lighting reserves the right to make design revisions without prior notice. electrical engineer. All equipment must be installed by a licensed e us pd. electrician in accordance with all applicable local codes and the National Electric Code. WDGE1 LED Catalog • • To see complete photometric reports or download.ies files for this product,visit the Lithonia Lighting WDGE LED homepage. • . Number • Tested in accordance with IESNA LM-79 and LM-80 standards. Architectural Wall Sconce Lumen Output Notes LEGEND Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown, 3 M H within the tolerances allowed by Lighting Facts.Contact factory for performance data on any configurations not shown here. 0.25 fc TITLE A 7�1,,gA REVISIONS 20 II :1 I III :1 II :I �I 'III :I I III :1 0.5 fc H 1.0 fc � - NO. DATE DESCRIPTION l T Fe abl.y o.rn�.s over the pc�P osee aL'r Fa. .e e,t �_�,s. ,. VF 1,120 112 0 0 0 1 1,161 1 116 0 0 1 0 1 1,194 119 0 0 0 1,227 123 0 0 0 1,235 123 0 0 0 3.0fc 1 M H Resort II Introduction P1 10W VW 1,122 112 0 0 0 1,163 116 0 0 0 1,196 120 0 0 0 1,229 123 0 0 0 1,237 124 0 0 0 --- --- --- XWM1 The WDGE LED family is designed to meet AN OF 1,806 120 1 0 0 1,872 125 1 0 0 1,925 128 1 0 0 1,978 132 1 0 0 1,992 133 1 0 0 MH=Bft - specifier's every wall-mounted lighting need in P2 15w Grid=6ftx8ft VW 1,809 120 1 0 0 1,876 125 1 0 0 1,929 128 1 0 0 1,982 132 1 0 0 1,996 133 1 0 0 WDGE1 LED P2 40K BOCRI VW WDGE1 LED P2 40K 80CRI VF D2 a widely accepted shape that blends with any E4WH-4W Emergency Battery Backup PBBW-Surface-Mounted Back Box Specifications architecture.The clean rectilinear design comes Use when there is no junction box available. Depth(D1): 5.5" in four sizes with lumen packages ranging from D=8" D-1.75" P 1,200 to 25,000 lumens,providing true site-wide H-8 H=s" Depth(D2): 1.s° H solution. Electrical Load Lumen Multiplier for 90CRI Lumen Output in Emergency W=g" Height: 8" Mode(4000K,80 CRI) . - . - • . . W=9" WDGE1 delivers up to 2,000 lumens with a soft, Width: 9" non- ixelated light source,creating a visually I I: I 2A 0.94s p g g y ®® I I r Emergency Battery Backup Weight: VF 646 (without options) 9 Ibs comfortable environment.The compact size of PI 10W 0.082 0.049 0.043 0.038 OK 0.867 E4WH VW 646 The emergency battery backup is integral to the luminaire-no external housing required!This design provides reliable emergency operation while W ZD1- WDGE1,with its integrated emergency battery 13W 0.046 35K 0.845 maintaining the aesthetics of the product.All emergency battery backup configurations include an independent secondary driver with an integral relay to backup option,makes it an ideal over-the-door immediately detect loss of normal power and automatically energize the luminaire.The emergency battery will power the luminaire for a minimum duration 15W 0.132 0.081 0.072 0.064 -- 40K 0.885 wall-mounted lighting solution. Pz of 90 minutes(maximum duration of three hours)from the time normal power is lost and maintain a minimum of 60 of the light output at the end of 18W -- -- -- 1 0.056 SOK 1 0.898 1 90minutes. 919.71 Applicable codes:NFPA 70/NEC-section 700.16,NFPA 101 Life Safety Code Section 7.9 The example below shows illuminance of 1 fc average and 0.1 fc minimum in emergency mode with E4WH and VF distribution. Lumens 4111 1' 1' Lumen Ambient Temperature(LAT)Multipliers Projected LED Lumen Maintenance AWS-3/8inch Architectural Wall Spacer WDGEI LED 4W -- -- 1,200 2,000 -- -- -- -- Use these factors to determine relative lumen output for average ambient Data references the extrapolated performance projections for the platforms noted in a 25°C temperatures from 0-40°C(32-104°F). ambient,based on 10,000 hours of LED testing(tested per IESNA LM-80-08 and projected per ® D=0.38" WDGE2LED 10W 18W Standalone/nLight 1,200 2,000 3,000 4,500 6,000 IESNATM-21-11). 15' To calculate LLF,use the lumen maintenance factor that corresponds to the desired number of 1.0 fc avg. H=4.4" WDGE3 LED 15W 18W Standalone/nLight 7,500 8,500 10,000 12,000 operating hours below.For other lumen maintenance values,contact factory. 0°C 32°F 1.03 o.t fc W=7.5" WDGE4LED Standalone/nLight 12,000 16,000 18,000 20,000 22,000 25,000 r r 0 25,000 50,000 100,000 10°C 50°F 1.02 r 1.0 >0.96 >0.95 >0.91 20°C 68°F 1.01 z6' • EXAMPLE:WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD Grid=10k x 10k " 25°C 77°F 1.00 6 30°C 8 °F 0.99 C F 0.9 WDGE1 LED xx 40K 80CRI VF MVOLT E4WH FEATURES&SPECIFICATIONS Distribution 0 DATE: 10.31.2023 INTENDED USE INSTALLATION WDGEI LED Pl 27K 2700K 80CRI VF Usual comfort forward throw MVOLT Shinged included Common architectural look,with clean rectilinear shape,of the WDGE LED was designed to A universal mounting plate with integral mounting support arms allows the fixture to CHECKED: FCD P2 lvw Usual comfort wide 3472 SRM Surface mounting bracket blend with any type of construction,whether it be tilt-up,frame or brick.Applications include hinge down for easy access while making wiring connections.The 3/8"Architectural Wall commercial offices,warehouses,hospitals,schools,malls,restaurants,and other commercial Spacer(AWS)can be used to create a floating appearance or to accommodate small 35K 3500K ICW Indirect Canopy/Ceiling Washer bracket(dry/damp locations only), buildings. PO Dual Switching(DS)Option imperfections in the wall surface.The ICW option can be used to mount the luminaire 40K 4000K P inverted for indirect lighting In dry and dam locations.Design can withstand u to a 1.5 G DRAWN: FCD Shipped separately CONSTRUCTION 9 N Y P 9 P The dual switching option offers operational redundancy that certain codes require.With this option the luminaire comes integrated with two drivers and The single-piece die-cast aluminum housing integrates seconds heat sinks to optimize vibration load rating per ANSI C136.31. 50K7 SOOOK9 9 secondary P AWS 3/8inch Architectural walls spacer p two light engines.These work completely independent to each other so that a failure of any individual component does not cause the whole luminaire to thermal transfer from the internal light engine heat sinks and promote long life.The driver LISTINGS PBBW Surface-mounted back box(top,left,right conduit entry)Usewhen go dark.This option is typically used with a back generator or inverter providing emergency power. is mounted in direct contact with the casting for a low operating temperature and long life. CSA certified to U.S.and Canadian standards.Luminaire is IP66 rated.PIR options are there is nojunction box available. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out rated for wet location.Rated for-40°C minimum ambient.DesignLights Consortiuml(DLC) Applicable codes:NFPA 70/NEC-section 700.16,NFPA 101 Life Safety Code Section 7.9 moisture and dust,providing an IP66 rating for the luminaire. Premium qualified product and DLC qualified product.Not all versions of this product may FINISH be DLC Premium qualified or DLC qualified.Please check the DLC Qualified Products List Exterior painted parts are protected by a zinc-infused Super Durable TGIC thermoset at www.designlights.org/QPL to confirm which versions are qualified.International Dark- powder coat finish that provides superior resistance to corrosion and weathering.A tightly Sky Association(IDA)Fixture Seal of Approval(FSA)is available for all products on this controlled multi-stage process ensures a 3 mils thickness for a finish that can withstand page utilizing 2700K and 3000K color temperature only and SRM mounting only. extreme climate changes without cracking or peeling.Standard Super Durable colors BUY AMERICAN ACT E4WH' Emergency battery backup,Certified In CA Title 20 MAEDBS(4W,0°C min) DDBXD Dark bronze DDBTXD Textured dark bronze include dark bronze,black,natural aluminum,sandstone and white.Available in textured Product with the BAA option is assembled in the USA and meets the Buy American)government PEI Photocell,Button Type DBLXD Black DBLBXD Textured black and non-textured finishes. procurement requirements under FAR,DFARS and DOT regulations. DS Dual switching(comes with 2 drivers and 2 light engines,see page 3 for details) DNAXD Natural aluminum DNATXD Textured natural aluminum OPTICS Please refer to www.acuitybrands.com/buy-americanfor additional information. DMG 0-10V dimming wires pulled outside fixture(for use with an external control,ordered separately) DWHXD White DWHGXD Textured white Well crafted reflector optics allow the light engine to be recessed within the luminaire, WARRANTY providing visual comfort,superior distribution,uniformity,and spacing in wall-mount 5-year limited warranty.This is the only warranty provided and no other statements in BCE Bottom conduit entry for back box(PBBW).Total of4 entry points. DSSXD Sandstone DSSTXD Textured sandstone applications.The WDGE LED has zero uplight and qualifies as a Nighttime Friendly- this specification sheet create any warranty of any kind.All other express and implied BAA BuyAmerica(n)Act Compliant product,meaning it is consistent with the LEEDO and Green GlobesT"'criteria for warranties are disclaimed.Complete warranty terms located at: eliminating wasteful uptight. w-.acuitybrands.com/support/warranty/terms-and-conditions Accessories NOTES ELECTRICAL orderedandshi 1 50K not available in 90CRI. 4 PE not available with DS. Note:Actual performance may differ as a result of end-user environment and application. ppedseParatey. Light engine consists of LEDs mounted to metal-core circuit boards to All values are designor typical values,measured under laboratory conditions at 25°C. WDGEAWS DDBXD WDGE3/8inch Architectural Walls Spacer(s eci finish) 2 347V not available with 5 Not qualified for DLC.Not maximize heat dissipation and promote long life(up to L91 /moire hours at with bu The tyP ry P P fY E4WH,DS or PE. available with E4WH. Specifications subject to change without notice. PROJECT TITLE. WD6EIPBBW DDBXD U WDGE1 surface-mounted back box(specify finish) 3 E4WH not available with electronic driverhas, power factor of minimum Ca QO%.Luminairecomeswithbuiltin PE or D5. 6kV surge protection,which meets a minimum Category Clow exposure(per ANSI/IEEE C62.41.2).Fixture ships standard with 0-10v dimmable driver. L/THON/A COMMERCIAL OUTDOOR One Lithonia Way• Conyers,Georgia 30012• Phone:1-800-705-SERV(7378)• www.lithonia.com WDGE1 LED B 2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 L/THON/A COMMERCIAL OUTDOOR One Lithonia Way• Conyers,Georgia 30012 • Phone:1-800-705-SERV(7378) • www.lithonia.com WDGE1 LED L/THON/A One Lithonia Way• Conyers,Georgia 30012 • Phone:1-800-705-SERV(7378) • www.lithonia.com WDGE1 LED L/THON/A One Lithonia Way• Conyers,Georgia 30012• Phone:1-800-705-SERV(7378) • www.lithonia.com WDGE1 LED L/GHT/NG yg vf. 11 COMMERCIAL OUTDOOR '. COMMERCIAL OUTDOOR RESORT L/GHT/NG ©2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 L/GHT/NG ©2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 L/GHT/NG ©2019-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/21/22 AT EMPIRE LAKES PHASE II PA N 12 PROJECT LOCATION: RANCHO CUCAMONGA, CA PROJECT PHASE: DESIGN DEVELOPMENT SHEET TITLE: LIGHTING CUTSHEETS LT1 -01 -3 SCALE: 1" = 301 FCD JOB#: FCD-2258 FOR DESIGN INTENT REFERENCE ONLY NOT FOR CONSTRUCTION