HomeMy WebLinkAbout2022-03-15 Agenda Packet
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Listening devices are available for the hearing impaired.
MARCH 15, 2022- 7:00 P.M.
DESIGN REVIEW COMMITTEE AGENDA
RAINS ROOM
CITY HALL
10500 Civic Center Drive
Rancho Cucamonga, CA 91730
MEETINGS ARE HELD IN-PERSON
CITY HALL
RAINS CONFERENCE ROOM
A. Call to Order
B. Public Communications
This is the time and place for the general public to address the Committee on any item listed or not
listed on the agenda. The Committee may not discuss any issue not included on the agenda but set
the matter for a subsequent meeting.
C. Consent Calendar
C1. Consideration to adopt Regular Meeting Minutes of February 15, 2022.
D. Project Review Items
D1. LOCATED AT THE NORTHWEST CORNER OF FOOTHILL BOULEVARD AND MILLIKEN
AVENUE - WDCC MILLIKEN WEST RESIDENTIAL, LLC - A request to establish a Master
Plan and construct a mixed-use development comprising of 671 apartments and 20,841 square
feet of commercial space within the Mixed-Use Urban Corridor (MU-UCR) District, APNs: 1077-
422-51, -55, -98, -99, 1090-121-38, and -39. (Design Review DRC2021-00120, Tentative Tract
Map 20120 (SUBTT00024), and Master Plan DRC2022-00074).
E. Adjournment
The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment
time. If items go beyond that time, they shall be heard only with the consent of the Committee.
I, Elizabeth Thornhill, Executive Assistant of the City of Rancho Cucamonga, or my designee,
hereby certify that a true, accurate copy of the foregoing agenda was posted on Thursday,
March 10, 2022, at least seventy-two (72) hours prior to the meeting per Government Code
54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City’s website.
Design Review Committee Meeting
Rains Conference Room
AGENDA
February 15, 2022
MINUTES
Rancho Cucamonga, CA 91730
7:00 p.m.
A. Call to Order
The meeting of the Design Review Committee was held on February 15, 2022. The meeting was called
to order by Mike Smith, Staff Coordinator, at 7:00 p.m.
Design Review Committee members present: Diane Williams, Tony Morales
Staff Present: Vincent Acuna, Associate Planner; Tabe van der Zwaag, Associate Planner
B. Public Communications
Staff Coordinator opened the public communication and, after noting there were no public comments,
closed public communications.
C. Consent Calendar
C1. Consideration to adopt Regular Meeting Minutes of December 14th, 2021. (No meetings
January 4th, 18th or February 1st, 2022.)
Motion carried 2-0 vote to adopt the minutes as presented.
D. Project Review Items
D1. LOCATED AT THE NORTHEAST CORNER OF ROCHESTER AVENUE AND ARROW ROUTE –
CORE 5 INDUSTRIAL PARTNERS - A request to construct a 49,745 square-foot
industrial/warehouse building on a vacant 2.43-acre parcel within the Neo Industrial (NI) District. APN:
0229-021-97. Pursuant to the California Environmental Quality Act (CEQA), the project is exempt
under CEQA Section 15332 – In-Fill Development Projects (Design Review DRC2021-00320).
The Committee took the following action:
Recommend approval to PC/PD. 2-0 Vote
Staff presented the project to the Design Review Committee. The Design Review Committee voted
unanimously to recommend approval of the project to the Planning Commission.
D2. LOCATED AT THE NORTHWEST CORNER OF HILLSIDE ROAD AND RAM COURT - HILLSIDE
DESIGN REVIEW DRC2020-00073 – MO+RE DESIGN SOLUTIONS – A request to construct a
4,210 square foot single-family residence with an attached 958 square foot 3-car garage and 932
square foot subterranean storage room on a vacant property totaling 25,100 square feet within the
Very Low (VL) Residential District, the Hillside Overlay District and Equestrian Overlay District at 5462
Design Review Committee Regular Meeting Minutes – February 15, 2022
Page 2 of 2
Draft
Ram Court – APN: 1061-381-17. The project qualifies as a Class 3 exemption under State CEQA
Guidelines Section 15303 – New Construction or Conversion of Small Structures
The Committee took the following action:
Recommend approval to PC/PD. 2-0 Vote
Staff presented the project to the Design Review Committee. The Design Review Committee voted
unanimously to recommend approval of the project to the Planning Director.
E. Adjournment
Meeting was adjourned at 7:35 p.m.
Respectfully submitted,
________________________
Elizabeth Thornhill
Executive Assistant, Planning Department
Approved:
DESIGN REVIEW COMMENTS
March 15, 2022
7:00 p.m.
Vincent Acuna, Associate Planner
LOCATED AT THE NORTHWEST CORNER OF FOOTHILL BOULEVARD AND MILLIKEN
AVENUE - WDCC MILLIKEN WEST RESIDENTIAL, LLC - A request to establish a Master Plan
and construct a mixed-use development comprising of 671 apartments and 20,841 square feet of
commercial space within the Mixed-Use Urban Corridor (MU-UCR) District, APNs: 1077-422-51,
-55, -98, -99, 1090-121-38, and -39. (Design Review DRC2021-00120, Tentative Tract Map
20120 (SUBTT00024), and Master Plan DRC2022-00074)
Site Characteristics and Background:
The 17.2-acre project site is located at the northwest corner of Foothill Boulevard and Milliken
Avenue and is zoned Mixed-Use Urban Corridor (MU-UCR) District. The project site covers
approximately three-fourths of the city block bordered by Elm Avenue to the west, Milliken Avenue
to the west, Church Street to the north, and Foothill Boulevard to the south. The project site is “L”
shaped with frontages along Elm Avenue, Church Street, Milliken Avenue, and Foothill Boulevard,
interrupted only by an existing shopping center located at the northeast corner of Elm Avenue
and Foothill Boulevard. The site slopes from north to south and is covered by low vegetation.
The existing Land Use, General Plan and Zoning Designations for the project site and adjacent
properties are as follows:
Project Overview and Layout:
The project will have a density of 39 dwelling units per acre, meeting the required density range
of 36 to 60 dwelling units per acre required by the City Corridor High General Plan Designation.
Two interior streets running north to south and east to west split the project into four areas that
create a block network within the site. A description of what is proposed for each block/quadrant
as well as the project’s interior streets are outlined below:
Land Use General Plan Zoning
Site Vacant City Corridor High Mixed Use - Urban Corridor (MU-UCR)
District
North Multifamily
Residential
Suburban
Neighborhood
Moderate
Medium High (MH) Residential 1
South
Shopping Center
(north and south
of Foothill)
City Corridor High
Financial, Restaurants, Residential
(MFC)1 north of Foothill and Industrial
Park (IP) south of Foothill
East Hospital/ Partially
Vacant City Corridor High Hospital and Related Facilities, Office
(MHO)1
West Shopping Center City Corridor High Community Commercial (CC) District 1
1 – Terra Vista Planned Community
DRC COMMENTS
DR DRC2021-00120 – WDCC MILLIKEN WEST RESIDENTIAL, LLC
March 15, 2022
Page 2
Interior Streets
Two interior streets running north to south and east to west are proposed within the project site.
The north-south interior street runs from Church Street and connects to an existing driveway
leading to Foothill Boulevard. The east-west interior street runs from Milliken Avenue and
connects to an existing driveway leading to Elm Avenue. These interior streets are designed with
the look, feel, and function of neighborhood streets to help create an urban environment that is
envisioned by the General Plan. The urban environment is enhanced further with proper building
placement along the streets, “on-street” angled parking, and appropriate landscape features. The
interior streets intersect toward the center of the project site, creating a balanced circulation
pattern throughout the site.
Northwest and Northeast
These two blocks are primarily comprised of 3-story walk-up apartments with entrances oriented
either toward the project boundaries abutting public streets or the interior streets within the site.
Stand-alone garages, surface parking areas, and trash enclosures are plotted within the interior
of these two blocks, screening these facilities from public view.
Southwest
A clubhouse, pool, and dog park occupy this block. The clubhouse contains the leasing office,
fitness center, and multi-purpose room. The clubhouse building is oriented towards the project’s
two interior streets. The southern portion of block abuts a parking area for an existing shopping
center.
Southeast
This block contains a four-story “wrap” building, where residential and commercial units wrap
around an above-ground parking structure. All 20,841 square feet of commercial and restaurant
space proposed for the project is contained within the Foothill Boulevard ground frontage of the
wrap building. As such, a small surface parking lot is proposed west of the wrap building, primarily
servicing the commercial spaces. Building entrances are proposed along all four sides of the
building for pedestrians, while vehicle entrances to the parking structure are available along the
west and north elevation. The wrap building “anchors” the project site with great building
placement along Foothill Boulevard and Milliken Avenue. The wrap building’s setback ranges
from 0 feet to 20 feet from the property line along Foothill Boulevard, creating a significant
architectural presence at a primary intersection in the city. The setback range also allows
opportunity for enhanced sidewalk widths and outdoor dining/gathering space to support the
ground-floor commercial and encourage a walkable environment.
Architecture:
All buildings within the project site are designed in the modern interpretation of the classic
American farmhouse. Design elements that reinforce the farmhouse architecture include batten
board siding, corrugated metal awnings, wood railings, sloped roofs, and a primarily white and
gray color scheme. Contemporary architectural elements such as horizontal wood siding, stucco,
flat roofs, large windows, and horizontal metal beams are also incorporated into the buildings,
giving the farmhouse design a modern appearance. All building materials are carried to all
elevations. Horizontal articulation along the building planes as well as vertical articulation on
rooflines breaks down the building massing and creates architectural interest.
The ground floor commercial frontages on the south side of the wrap building (facing Foothill
Boulevard) are treated with a variety of architectural elements that blend the farmhouse and
modern styles together. Elements such as corrugated metal awnings and eyebrow canopies
DRC COMMENTS
DR DRC2021-00120 – WDCC MILLIKEN WEST RESIDENTIAL, LLC
March 15, 2022
Page 3
placed at different heights and distances from the curb, further enhance the overall architecture
by creating visual interest and variation at the storefronts.
Unit Composition and Floor Plans:
All residential units will be housed in either 3-story walk-ups on the northeast and northwest
portions of the site, or within the 4-story wrap building at the site’s southeast corner. A total of 323
and 348 units will be located within the 3-story walk-ups and the 4-story wrap building,
respectively, with the project providing a grand total of 671 apartments. Studios range in size from
488 to 659 square feet, while 1-bedroom units range from 634 to 1,004 square feet. 2-bedroom
units range from 933 to 1,261 square feet. Additionally, 20,841 square feet of ground floor
commercial space is located along the 4-story wrap building’s Foothill Boulevard frontage. The
table below summarizes the unit composition for both the 3-story walk-ups and the 4-story wrap
building.
UNIT SUMMARY
Residential
Unit Type 3-Story Walk-Up 4-Story Wrap Total
Studio 84 33 117
1 Bedroom 153 194 347
2 Bedroom 86 121 207
TOTAL 323 348 671
Commercial
Commercial (SF) N/A 20,841 20,841
Recreational Amenities:
The project provides 10 active residential amenities. Resident amenities include two pool/spa
areas, an indoor gym, a community multi-purpose room with kitchen, an enclosed dog park with
separate areas for small and large dogs, an observation deck, outdoor exercise area, outdoor
gaming area, eight BBQ grill areas, and an enclosed children’s play area.
In addition to the active resident amenities listed above, the project also provides several passive
recreational spaces in the form of a linear pocket park, which flanks either side of the north-south
interior street towards Church Street, and a potted tree garden north of the wrap building.
Fencing and Access:
Most of the project site is ungated and is therefore publicly accessible by foot or by car. Vehicular
entrances and sidewalks to the project’s two interior streets from Church Street, Foothill
Boulevard, Elm Avenue, and Milliken Avenue are ungated. There are three pedestrian
gates/fences that control access to the two clubhouse/pool areas and the fitness courtyard within
the wrap building. The only vehicular gate on the property is utilized to separate the upper levels
of the wrap building parking structure that is designated for residents from the first story of the
parking structure that is primarily dedicated to commercial uses.
Master Plan and Proposed Development Standards:
One of the objectives of a Master Plan is to allow for the coordinated comprehensive planning of
a subarea of the city in order to allow the development of an exceptional project design that cannot
be built under an existing zoning district or due to constraints of existing development standards.
The project includes a Master Plan application (Master Plan 2022-00074) which proposes a site-
specific set of development standards. These standards are meant to accommodate a well-
DRC COMMENTS
DR DRC2021-00120 – WDCC MILLIKEN WEST RESIDENTIAL, LLC
March 15, 2022
Page 4
balanced, functional, and highly walkable public realm within and around the project. The master
plan is also intended to enable the development of two primary building types (3-story walk-ups
and the 4-story wrap building). The table below lists the development standards proposed with
Master Plan Master Plan 2022-00074.
PROPOSED SITE-SPECIFIC DEVELOPMENT STANDARDS
Development Standard Proposed
(Master Plan)
Proposed
(Project)
Density 36 - 60 DU/AC 39 DU/AC
Front Setback – Public ROW
(Applicable to all building frontages along Foothill Blvd., Milliken Ave.,
Church St., and Elm Ave.)
0’ to 23’ 1 Varies between
0’ to 23’ 1
Front Setback - Interior Streets
(Applicable to all building frontages facing interior streets) 2’ – 4” to 5’ 1 Varies between
2’ – 4” to 5’ 1
Interior (Side) Setback
(Applicable to south side of project site adjacent to existing shopping
center) 56’ to 123’ 1 Varies between
56’ to 123’ 1
Distance Between Buildings Per Building
Code
Per Building
Code
Building Height Max. 7 stories Max. 4 stories
Landscape Area
(Overall net area) Min. 10% 14.5%
Open Space Min. 150 SF/unit
(100,650 SF) 190,104 SF
1 – Measured from Property Line. For interior streets, property line is considered to be the back of sidewalk.
Walkability:
The project provides a complete pedestrian network, with sidewalks provided on both sides of all
interior streets and along the project perimeter. Sidewalks along the interior streets are proposed
to be 5 feet in width, while sidewalks along the project perimeter adjacent to public streets are 8
to 10 feet wide, allowing adequate space for pedestrian activity. The proposed pedestrian routes
are dotted with linear parks, seating areas, and landscaping, and uninterrupted by blank expanses
or parking lots, resulting in an attractive walking environment. All front facades and building
entrances are oriented towards streets/sidewalks, helping create a safe and active streetscape.
Parking:
The project’s master plan is designed to mirror the City’s current parking requirements. Based on
all proposed uses on site, the project is required to provide 1,468 parking stalls, 671 of which are
required to be in a garage or carport. Required parking includes tenant and visitor parking for the
residential portion of the project, as well as parking for all commercial spaces. The project
provides 1,468 parking stalls, 942 of which are covered, meeting the parking requirement. The
DRC COMMENTS
DR DRC2021-00120 – WDCC MILLIKEN WEST RESIDENTIAL, LLC
March 15, 2022
Page 5
parking analysis table below provides a breakdown of the required and provided parking spaces
on-site.
PARKING ANALYSIS
Number
of Units
Square
Footage
Parking Ratio
Required
Parking
Multi-Family unit
(studio) 117 N/A 1.3 per unit
(1 in garage or carport) 152
Multi-family unit
(One bedroom) 347 N/A 1.5 per unit
(1 in garage or carport) 521
Multi-family unit
(Two bedrooms) 207 N/A 2 per unit
(1 in garage or carport) 414
Visitor parking 671 N/A 1 per 3 units 224
Commercial (Retail) N/A 8,590 4 per 1000 square feet 34
Commercial (Restaurant) N/A 12,251 10 per 1000 square feet 123
Total Parking Spaces Required 1,468
Total Parking Spaces Provided 1,468
Total Covered Parking Spaces Required/Provided 671/942
Staff Recommendation: Staff requests that the Design Review Committee consider the design
(building architecture, site planning, etc.) of the proposed project and recommend the selected
action below to the Planning Director / Planning Commission:
☒Recommend Approval of the design of the project as proposed by the applicant.
☐Recommend Approval with Modifications to the design of the project by incorporating
revisions requested by the Committee. Follow-up review by the Committee is not required. The
revisions shall be verified by staff prior to review and action by the Planning Director / Planning
Commission.
☐Recommend Conditional Approval of the design of the project by incorporating revisions
requested by the Committee. Follow-up review by the Committee is not required. The revisions
shall be Conditions of Approval and verified by staff during plan check after review and action by
the Planning Director / Planning Commission.
☐Recommend Denial of the design of the project as proposed by the applicant.
DRC COMMENTS
DR DRC2021-00120 – WDCC MILLIKEN WEST RESIDENTIAL, LLC
March 15, 2022
Page 6
Design Review Committee Action:
Staff Planner: Vincent Acuna, Associate Planner
Members Present:
Staff Coordinator: Michael Smith, Principal Planner
EXHIBITS:
Exhibit A – Project Plans
CHURCH STW. FOOTHILL BLVD.MILLIKEN AVE.ELM AVESITEAPPLICANT/OWNER:WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 North Mountain AvenueUpland, CA 91786(909) 579-1214Contact: Brian JacobsonBrian.Jacobson@lewismc.comProject TeamWDCC MILLIKEN WESTRESIDENTIAL, LLCHARVEST AT TERRA VISTATHIRD DRC SUBMITTALJANUARY 12, 2021RESIDENTIAL ARCHITECT:ARCHITECTS ORANGE144 North Orange StreetOrange, CA 92866(714) 639-9860Contact: Ioanna Magiati & Jose Hoioannam@aoarchitects.comjoseh@aoarchietcts.comSHEET INDEXCS-1COVER SHEETCIVIL ENGINEER:MADOLE & ASSOCIATES, INC.9302 Pittsburgh Avenue, Suite 230Rancho Cucamonga, CA 91730(909) 481-6322Contact: Mark Bertonembertone@madoleinc.comLANDSCAPE ARCHITECT:SITESCAPES3190 B2 Airport Loop DriveCosta Mesa, CA 92626(949) 644-9370Contact: Rick PolhamusRPolhamus@sitescapes.netWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-19-22JOB NO.: 2019-283VICINITY MAP
DAOVERALL PROJECT INFORMATIONCLUBHOUSE &AMENITIES3-STORY WALK-UP& GARAGES4-STORYWRAPLEGENDWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283FOOTHILL BLVD.MILLIKEN AVE.CHURCH ST.
CHURCH STREETFOOTHILL BOULEVARDELM STREET
MILLIKENAVENUE600'
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UP UP5' DIA.5' DIA.3.1% RAMP UP
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4.0% RAMP UP @ 247' = 10'-0"1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UP30"2449 30"244930"2449
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49 30"244908.67 TC08.00 FLIN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINOSTATE OF CALIFORNIAJANUARY 10, 202217.29 AC. GROSS TENTATIVE TRACT NO. 2012017.29 AC. NETAPN: 1077-422-51,52,54,55 AND 1090-121-284 NUMBERED LOTS(198 UNITS FOR CONDOMINIUM PURPOSES)SITE UTILIZATION MAP SUM-01WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647CIVIL ENGINEEROWNER/DEVELOPERMADOLE & ASSOCIATES, INC.CONSULTING CIVIL ENGINEERS,PLANNERS AND SURVEYORS9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comAO ARCHITECTS144 NORTH ORANGE STORANGE, CA 92866CONTACT: IOANNA MAGIATI (714) 639-9860Email:ioannam@aoarchitects.com 1156 N. MOUNTAIN AVEUPLAND, CA. 91786CONTACT: BRIAN JACOBSON(909) 579-1214 OFFICEEmail: Brian.Jacobson@lewismc.comARCHITECTSITESCAPES, INC.3190 B-2 AIRPORT LOOP DRIVECOSTA MESA, CA. 92626CONTACT: RICK POLHAMUS(949) 644-9370Email: rpolhamus@sitescapes.netLANDSCAPE ARCHITECTWDCC MILLIKEN WEST RESIDENTIAL, LLCNTSVICINITY MAPMILLIKEN CHURCHMAYTEN PROJECT LOCATIONELM
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4.0% RAMP UP @ 247' = 10'-0"1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UP30"2449T30"244930"2449ELECT. ROOMMAINT.SHOPBREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SFPASSAGEWAYPASSAGEWAY30"2449
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17'40'13'61'8'21'28'28'21'74'CIVIL ENGINEERMADOLE & ASSOCIATES, INC.CONSULTING CIVIL ENGINEERS,PLANNERS AND SURVEYORS9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comAO ARCHITECTS144 NORTH ORANGE ST.ORANGE, CA 92866CONTACT:(714) 639-9860Email: @aoarchitects.comARCHITECTDRAIN INLETEXISTING STREET LIGHTEXISTING FIRE HYDRANT2BUILDING NUMBERPROPOSED ELEVATION LEGEND:ROUGH GRADE PAD ELEVATIONPADEXISTING ELEVATION RETAINING WALLFL FFFLOW LINEFINISH FLOORFG HP FS GB 97.61(97.61)FINISH GRADEHIGH POINTFINISH SURFACEGRADE BREAKGRADE BREAK LINE TYPECATCH BASINCBFLOW DIRECTIONEXISTING POWER POLEACCESSIBLE CROSSINGADA PATH OF TRAVELINDICATES ACCESSIBLE UNIT*SLOPELANDSCAPE AREACONCRETEFIELD VERIFY LOCATION ANDELEVATION. CONTRACTOR TONOTIFY ENGINEER IMMEDIATELYOF ANY DISCREPANCY.DRIVEWAYDWYEXISTING BUILDINGTOTAL EXISTING IMPERVIOUS AREA= 93,124 S.F.TOTAL NEW IMPERVIOUS AREA= 692,161 S.F.TOTAL REMOVAL AND REPLACEMENTOF IMPERVIOUS AREA= 3,698 S.F.DETAILED SITE PLAN SP-1WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647HALF MEDIAN ---------------- 6'#1 EASTBOUND LANE ------ 11'#2 EASTBOUND LANE ------ 11'BUFFER ------------------------- 3'RAISED CYCLE TRACK ---- 7'URBAN SIDEWALK --------- 11'TOTAL LANE WIDTH -------- 49'CHURCH STREET 49' R / W DIMENSION STRING:IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINOSTATE OF CALIFORNIAJANUARY, 202218.99 AC. GROSS TENTATIVE TRACT NO. 20120BEING A SUBDIVISION OF PARCEL 1, 2, 4 AND 5 OF PARCEL MAP No. 15424, AS PER PLAT RECORDED IN BOOK 191,PAGES 46 THROUGH 48 AND OF PARCEL 1 OF PARCEL MAP NO. 15455, AS PER PLAT RECORDED IN BOOK 191, PAGES33 THROUGH 35, BOTH OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.18.56 AC. NETAPN: 1077-422-51,52,54,55 AND 1090-121-284 NUMBERED LOTS(198 UNITS FOR CONDOMINIUM PURPOSES)J:\126-2647\tentative\SP-1.dwg, 1/10/2022 2:12:20 PM, gbarron
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UP UP5' DIA.TRASHROOMTENANTTRASHROOMRETAILTRASH RM5' DIA.TRASHROOMTENANTTRASHROOMC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGTURNAROUNDEND OFLOWER LEVGATECCCCCCCCCCCC3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN
4.0% RAMP UP @ 247' = 10'-0"ELECTRICALROOMCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGTURNAROUNDGGG1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UPA4A4A4A3A4A4A4A430"2449B4B3A4B3 ABOVEA4A5A1B1A330"244930"2449A3A5A5A3A5ELECT. ROOMMAINT.SHOPA5A5BREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SFLOBBYPASSAGEWAYPASSAGEWAYPARKING ENTRYA4A3A430"2449
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49PASSAGEWAYSERVICE CORRIDORSERVICE CORRIDOROPEN
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49A3B3B1A5A5A5B3B3B3 ABOVE20PASSAGEWAYB4A1B3A5A1A1A1PASSAGEWAY#############LOBBYFITNESSCOURTYARDPOOLCOURTYARD 16 17 13 13 15 17B39LVLV30"2449A3
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129 STALLS (37SHARED)RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR RRR RRRR RRR RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCR RRRRRRCCRRRRRG 16 17 13 13 15 17CGCCRRRRRRRCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGG GGGGGGGGGGGG GGGGGGG GGGGGGGGGGGGGELECTRICAL MAI
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KPFITNESS30'-0" X 58'-6"YOGA30'-0" X 17'-0"CO-WORK20'-6" X 27'-4"LEASING25'-0" X 32'-0"RESTROOMOFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"BREAK RM.11'-0" X 16'-0"ENTERTAINMENT44'-0" X 23'-0"CONF.17'-0" X 13'-6"CONF.10'-0" X 13'-6"PORCH19'-0" X 22'-0"####################################################POOL EQUIP.10'-3" X 15'-0"WCWCSHOWERSMAIL S S SWWW W WSWWWWWWSSS
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S S S S S S SW123456789121110G-2G-3G-4G-1G-6G-5G-73MILLIKEN AVE.
ELM AVE.CHURCH ST.101413191410246112014131120630171428176173261411124235T3MAINT.111514217189121422EXISTINGTERRA VISTA COMMONSRETAIL CENTER88481042114N.A.P. EXISTING SHELL STATION7B-1237-PLEXB-1123-PLEXB-1037-PLEXB-720-PLEXB-623-PLEXB-320-PLEXB-423-PLEXB-837-PLEXB-923-PLEXB-137-PLEXB-223-PLEXG-76-GARAGESG-628-GARAGESG-530-GARAGESG-422-GARAGESG-320-GARAGESG-224-GARAGESG-118-GARAGESFOOTHILL BOULEVARDB-520-PLEX1MAINT.1239'-9"31'-10"K36"x60" 1S1PCBCBUP UP5' DIA.TRASHROOMTENANTTRASHROOMRETAILTRASH RM5' DIA.TRASHROOMTENANTTRASHROOMC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGTURNAROUNDEND OFLOWER LEVGATECCCCCCCCCCCC3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN
4.0% RAMP UP @ 247' = 10'-0"ELECTRICALROOMCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGCGGTURNAROUNDCGG123456789101112131415161718192021222324252627282930313233343536373812345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182858687UPTURNAROUND8384A4A4A4A3A4A4A4A425'-0"33'-0"30"2449B4B3A4B3 ABOVETTA4A5A1B1A325'-0"33'-0"30"244925'-0"33'-0"30"2449A3A5A5A3A5ELECT. ROOMMAINT.SHOPA5A5BREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SFLOBBYPASSAGEWAYPASSAGEWAYPARKING ENTRYA4A3A425'-0"33'-0"
30"2449
PASSAGEWAYA1 ABOVEA3 ABOVEB3 ABOVE25'-0"33'-0"30"24
49PASSAGEWAYSERVICE CORRIDORSERVICE CORRIDOROPEN
OPENOPEN B4A5A5B1B3B1A5B330"24
49A330"24
49A3B3B1A5A5A5A1 ABOVEB3B3B3 ABOVESTOR.UNIT3'-6
"
X 4
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-8"STOR.UNIT3'-6" X 4
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X
4
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STOR.
UNIT
3'-6" X 4'-8"
STOR.
UNIT
3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"PASSAGEWAYB4A1B3A5A1A1A1PASSAGEWAY1,077 SQ. FT.LOBBYFITNESSCOURTYARDPOOLCOURTYARD 16 17 13 13 15 17STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B3STOR.UNIT4'-0"
X
4
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"
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4
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'-5"9STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"LVSTOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4
'-6"STOR.UNIT4'-0
" X 3
'
-6
"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"LVSTOR.UNIT3'-6"
X
4
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'
-6
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'
-6
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'
-0
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'
-0
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'
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"25'-0"33'-0"30"2449A3
A118A3 ABOVEA325'-0"33'-0"30"2449POOLEQUIPMENTSTOR.UNIT4'-0" X 3'-5"STOR.UNIT4'-0" X 3'-5"STOR.UNIT4'-0" X 3'-5"STOR.UNIT5'-2" X 3
'-4"STOR.UNIT5'-2" X 3
'-4"STOR.UNIT5'-2" X 3
'-4"STOR.UNIT5'-2" X 3
'-4"MAIL& PARCELS966 SQ. FT.MENWOMENSTOR.UNIT3'-4"
X
4
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"
X 4
'
-0"STOR.UNIT3'-4"
X
4
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4
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4
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49ELECT. ROOMB3
A325'-0"33'-0"30"2449ELECT. ROOMSTOR.UNIT3'-6
"
X 4
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X
4
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X
3
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S
S
S S S S S S S262147MAINT.1"=40'-0"40' 80' 120'0 20'NORTHPE1.0PARKING EXHIBITWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283GARAGE -MAINTENANCELEGENDGARAGE - DETACHEDGARAGE - ATTACHEDTANDEM STALLSOPEN STALLSCOVERED STALLSUNCOVERED STALLSTERRA VISTA COMMONSOPEN STALLSCOMMERCIAL- SHAREDSURFACE STALLSCOMMERCIAL- SURFACESTALLS
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC39'-9"31'-10"K36"x60" 1S1PCBCBUP UP5' DIA.TRASHROOMTENANTTRASHROOMRETAILTRASH RM5' DIA.TRASHROOMTENANTTRASHROOMC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGTURNAROUNDEND OFLOWER LEVGATECCCCCCCCCCCC3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN 4.0% RAMP UP @ 247' = 10'-0"ELECTRICALROOMCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGCGGTURNAROUNDCGG123456789101112131415161718192021222324252627282930313233343536373812345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182858687UPTURNAROUND8384A4A4A4A3A4A4A4A425'-0"33'-0"30"2449B4B3A4B3 ABOVETTA4A5A1B1A325'-0"33'-0"30"244925'-0"33'-0"30"2449A3A5A5A3A5ELECT. ROOMMAINT.SHOPA5A5BREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SFLOBBYPASSAGEWAYPASSAGEWAYPARKING ENTRYA4A3A425'-0"33'-0"
30"2449
PASSAGEWAYA1 ABOVEA3 ABOVEB3 ABOVE25'-0"33'-0"30"24
49PASSAGEWAYSERVICE CORRIDORSERVICE CORRIDOROPEN
OPENOPEN B4A5A5B1B3B1A5B330"24
49A330"24
49A3B3B1A5A5A5A1 ABOVEB3B3B3 ABOVESTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"20STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT
STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"PASSAGEWAYB4A1B3A5A1A1A1PASSAGEWAY1,077 SQ. FT.LOBBYFITNESSCOURTYARDPOOLCOURTYARD 16 17 13 13 15 17STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"FOOTHILL BLVD.B3STOR.UNIT4'-0
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X 4
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4
'
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4
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'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0
"
X
3
'
-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"LVSTOR.UNIT3'-6
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X 4
'
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X
3
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X 3
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X 4
'
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X
4
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3
'-6"25'-0"33'-0"30"2449A3 A118A3 ABOVEA325'-0"33'-0"30"2449POOLEQUIPMENTSTOR.UNIT4'-0" X 3
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X 4
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49ELECT. ROOMB3A325'-0"33'-0"30"2449ELECT. ROOMSTOR.UNIT3'-6"
X
4
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"STOR.UNIT3'-6" X 4
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WWWWSSSSSSSSSS S SSSSSSSS626 111242352147MAINT.UPUP
5' DIA.TENANTTRASHROOMTURNAROUND4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"5' DIA.TENANTTRASHROOMRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R RR R R R R R R R R R R R R RRRRRRRRRRRRRRRRR1 2345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758 59 60 61 62 63 64 65666768697071727374757677787980818283841234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465UPA4A4A4A4A4A4A4B4B3A4TB3A4A5A1B1B3A5A5A5A5A5RESIDENTIAL149 STALLSA4B3A4OPEN
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49A330"24
49A3B3B3B1A5A5A5B3B3STOR.UNIT3'-6
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49
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UNIT
3'-6" X 4'-8"S1S1A6S1 S1A6 A6S1A6 A6S1A6 S1A6S1 S1A6 A6S1A6 A6S1B3A3B330"2449A3B3B3A1LV
B3B3B3B3A1B4ALT 2B4B3B4B3ALT 1A5ALT 1B3B3B4ALT 1B3ALT 2A5ALT 239'-9"31'-10"K36"x60" 1S1PCBCBA83'-2 15/16" 28 28 28 28LVSTOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"32STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"24'18'18'10'9'10'10'
10'9'10'10'1"=40'-0"40' 80' 120'0 20'NORTHPE1.1PARKING EXHIBIT - WRAP PARKING DETAILWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283COMMERCIALLEGENDRESIDENTIAL- UNASSIGNEDRESIDENTIAL- ASSIGNEDCOVERED STALLSUNCOVERED STALLS2ND FLOORCOVERED PARKINGGROUND FLOORCOVERED PARKINGCOMMERCIAL- SURFACESTALLSRESIDENTIAL- UNASSIGNEDPARKING STRUCTURE1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSRESIDENTIAL- GUESTRESIDENTIAL- ASSIGNED(LEVEL BELOW)84 STALLS - 95 RESIDENTIAL UNITS - 2ND LEVEL65 STALLS - 65 RESIDENTIAL UNITS - 1ST LEVEL87 STALLS - COMMERCIAL - PARKINGSTRUCTURE38 STALLS - GUESTS33 STALLS - COMMERCIAL - SURFACE
UPUP
UP5' DIA.TENANTTRASHROOMTURNAROUND4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"5' DIA.TENANTTRASHROOMRRRRRRRRRRRRRRRRRRRRRRRGGGGGGRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R RR R R R R R R R R R R R R RRRRRRRRRRRRRRRRRGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG12345678910111 2345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758 59 60 61 62 63 64 6566676869707172737475767778798081828384858687888990919293949512345678910111213141516171819202122232425262728293031323334353637383940414243A4A4A4A4A4A4A4B4B3A4TB3A4A5A1B1B3A5A5A5A5A5A4B3A4OPEN
OPENOPEN
A5A5B1B1A5B330"2449A330"24
49A3B3B3B1A5A5A5B3B3STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT
STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B4A1B3A5A1A1A1FITNESSCOURTYARDPOOLCOURTYARDLVSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B3STOR.UNIT4'-0"
X
4
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4
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T3'-4" X 4'-4"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"9STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"LVSTOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4
'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-3" X 4'-6"LVA1STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"2025'-0"30"
24
49
STOR.UNIT3'-6" X 4'-8"S1S1A6S1 S1A6 A6S1A6 A6S1A6 S1A6S1 S1A6 A6S1A6 A6S1B3A3B330"2449A3B3B3A1LV
B3B3B3B3A1B4ALT 2B4B3B4STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT32B3ALT 1A5ALT 1STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"B3B3LVB4ALT 1B3ALT 2A5ALT 239'-9"31'-10"K36"x60" 1S1PCBCBA8 38 38 38RESIDENTIAL149 STALLS30"24
49A3B3UPUP
5' DIA.TENANTTRASHROOMTURNAROUND4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"5' DIA.TENANTTRASHROOMGGGGGGRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R RR R R R R R R R R R R R R RRRRRRRRRRRRRRRRRGGGGGGGGGGGGGGGGGGGGGGGGGGGGRRGG1234567891011121314151617181 2345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758 59 60 61 62 63 64 6566676869707172737475767778798081828384858687888990919293123456789101112131415161718192021222324252627282930313233343536UP3738A4A4A4A4A4A4A4B4B3A4TB3A4A5A1B1B3A5A5A5A5A5A4B3A4OPEN
OPEN
A5A5B1B1A5B330"2449A330"24
49A3B3B3B1A5A5A5B3B3STOR.UNIT3'-6"
X
4
'-8"STOR.UNIT3'-6"
X
4
'-8"STOR.UNIT3'-6
"
X 4
'
-8"
STOR.
UNIT
3'-6" X 4'-8"
STOR.
UNIT
3'-6" X 4'-8"STOR.UNIT
STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B4A1B3A5A1A1A1FITNESSCOURTYARDPOOLCOURTYARDSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B3STOR.UNIT4'-0
"
X 4
'
-8"STOR.UNIT4'-0"
X
4
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ST
O
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.UNIT3'-4" X 4'-4"ST
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ST
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X
4
'
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4
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4
'
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.UNIT3'-
4
"
X
4
'
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4
"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"9STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"LVSTOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4
'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-3" X 4'-6"LVA1STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"2025'-0"30"
24
49
STOR.
UNIT
3'-6" X 4'-8"S1S1A6S1 S1A6 A6S1A6 A6S1A6 S1A6S1 S1A6 A6S1A6 A6S1B3A3B330"2449A3B3B3A1LV
B3B3B3B3A1B4ALT 2B4B3B4B3ALT 1A5ALT 1B3B3A5ALT 2ROOF DECK@4TH LEVEL1,788 SQ. FT.LV39'-9"31'-10"K36"x60" 1S1PCBCBA8 48 48 48RESIDENTIAL149 STALLS30"24
49A3B3LVSTOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT32STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"OPEN24'18'18'10'9'10'10'
10'9'10'10'1"=40'-0"40' 80' 120'0 20'NORTHPE1.2PARKING EXHIBIT - WRAP PARKING DETAILWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2834TH FLOORCOVERED PARKING3RD FLOORCOVERED PARKINGRETAILLEGENDRESIDENTIAL- UNASSIGNEDRESIDENTIAL- ASSIGNEDCOVERED STALLSUNCOVERED STALLSRETAIL- SURFACE STALLSRESIDENTIAL- UNASSIGNEDPARKING STRUCTURE1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSRESIDENTIAL- GUESTRESIDENTIAL- ASSIGNED(LEVEL BELOW)93 STALLS - 93 RESIDENTIAL UNITS - 4TH LEVEL18 STALLS - UNASIGNED38 STALLS - GUESTS95 STALLS - 95 RESIDENTIAL UNITS - 3RD LEVEL11 STALLS - 95 RESIDENTIAL UNITS - 2ND LEVEL43 STALLS - GUESTS
UPUP
UPTURNAROUND4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"UP RR R R R R R R R RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R RR R R R R1234567891011 12131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172 73 74 75 76 77 78 79 80818283848586878889909192939495969798991001011021031041051061071081234567891011121314151617181920212223242526272829303132333435363738394041424344454647487:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE
7:12
SLOPE
7:12
SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE 7:12SLOPE7:12SLOPE 7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE
7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE
7:12
SLOPE
7:12
SLOPE
7:12
SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE
7:12
SLOPE
7:12SLOPE7:12SLOPE7:12
SLOPE
7:12
SLOPE
7:12
SLOPE
7:12
SLOPE 7:12SLOPE7:12
SLOPE
7:12
SLOPE
7:12
SLOPE
7:12
SLOPE
7:12
SLOPE
7:12
SLOPE
7:12SLOPE7:12
SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE 7:12SLOPE7:12SLOPE7:12SLOPE 58 58 58RESIDENTIAL156 STALLS4.0% RAMP UP @ 247' = 10'-0"TURNAROUNDUP
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR123456789101112131415161718192021222324252629303132333435363738394041424344454647484950R27R285152RESIDENTIAL50 STALLS24'18'18'10'9'10'10'
10'9'10'10'1"=40'-0"40' 80' 120'0 20'NORTHPE1.3PARKING EXHIBIT - WRAP PARKING DETAILWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2836TH FLOORUNCOVERED PARKING5TH FLOORCOVERED/ UNCOVEREDPARKINGRETAILLEGENDRESIDENTIAL- UNASSIGNEDRESIDENTIAL- ASSIGNEDCOVERED STALLSUNCOVERED STALLSRETAIL- SURFACE STALLSRESIDENTIAL- UNASSIGNEDPARKING STRUCTURE1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSRESIDENTIAL- GUESTRESIDENTIAL- ASSIGNED(LEVEL BELOW)52 STALLS - RESIDENTIAL - UNCOVERED48 STALLS - RESIDENTIAL - COVERED108 STALLS - RESIDENTIAL - UNCOVERED
150' FT.150' FT.150' FT.150' FT.150' FT.150' FT.150' FT.150' FT.
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UP UP5' DIA.TRASHROOMTENANTTRASHROOMRETAILTRASH RM5' DIA.TRASHROOMTENANTTRASHROOMC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGTURNAROUNDEND OFLOWER LEVGATECCCCCCCCCCCC3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN
4.0% RAMP UP @ 247' = 10'-0"ELECTRICALROOMCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGTURNAROUNDGGG1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UP30"244930"244930"2449ELECT. ROOMMAINT.SHOPBREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SFPASSAGEWAYPASSAGEWAY30"2449
PASSAGEWAY30"24
49PASSAGEWAYSERVICE CORRIDORSERVICE CORRIDOROPEN
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30"24
4930"24
49PASSAGEWAYPASSAGEWAY
FITNESSCOURTYARDPOOLCOURTYARD 16 17 13 13 15 17LVLV30"2449
30"2449POOLEQUIPMENTMENWOMENLVT.B.D34 STALLSCOMMERCIAL PARKINGCOMMERCIAL 85 STALLSRESIDENTIAL40 STALLS 14 18 134.8%7.2% 16 15.6 12.5 17 16 17 18 18 17 18 18 18 16 1830"24
49ELECT. ROOM30"2449ELECT. ROOMBREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SF123456789121110G-2G-3G-4G-1G-6G-5G-724'26'11'-2"3MILLIKEN AVE.
7'
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1.6% RAMP UP4.6% RAMP DN
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SSSWWWWW WWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-07-22JOB NO.: 19-043L3FENCE & WALL PLAN1"=40'-0"40' 80' 120'0 20'NORTH6'-0"6'-0" o.c.FinishGradeBlackTubularSteelFence+18"CMU block w/faux wood veneer4'-0"8'-0"MAX.Wire PanelFencing "Black"Frameless Glass WallConcrete PavingLEGEND42"F.S8' O.C. MAX.Split FaceRetaining WallWire Guard Rail
WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-07-22JOB NO.: 19-043L7OVERALL COMMUNITY PERSPECTIVES
WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-07-22JOB NO.: 19-043L8OVERALL COMMUNITY PERSPECTIVES
L9OVERALL COMMUNITY PERSPECTIVESWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-07-22JOB NO.: 19-043
22'-0"FITNESSCO-WORKBREEZEWAYENTRYFITNESSELECTRICAL\MPOELEASINGENTRY23'-6"
12'-1"
T.O. PLATE 124789612'-1"
T.O. PLATECO-WORKENTERTAINMENTENTERTAINMENTLEASING20'-3"
23'-6 1/2"
22'-0"
12'-1"
T.O. PLATE
12'-1"
T.O. PLATE
48"22"BREEZWAYFITNESS30'-0" X 58'-6"YOGA30'-0" X 17'-0"CO-WORK20'-6" X 27'-4"MPOE/ITJANITORLEASING25'-0" X 32'-0"MAINTENANCE/STORAGERESTROOMOFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"BREAK RM.11'-0" X 16'-0"ENTERTAINMENT44'-0" X 23'-0"CONF.17'-0" X 13'-6"CONF.10'-0" X 13'-6"MENWOMEN5'-0"PORCH19'-0" X 22'-0"ELEC.2,515 SQ. FT.3,018 SQ. FT.1,532 SQ. FT.1,000 SQ. FT.1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA1.0CLUBHOUSE - ELEVATIONS1/8"=1'-0"24'08'4'16'EAST ELEVATIONSOUTH ELEVATIONWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283WEST ELEVATIONNORTH ELEVATIONWESTSOUTH EASTNORTH
48"22"BREEZWAYFITNESS30'-0" X 58'-6"YOGA30'-0" X 17'-0"CO-WORK20'-6" X 27'-4"MPOE/ITJANITORLEASING25'-0" X 32'-0"MAINTENANCE/STORAGERESTROOMOFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"BREAK RM.11'-0" X 16'-0"ENTERTAINMENT44'-0" X 23'-0"CONF.17'-0" X 13'-6"CONF.10'-0" X 13'-6"MENWOMEN5'-0"PORCH19'-0" X 22'-0"ELEC.2,515 SQ. FT.3,018 SQ. FT.1,532 SQ. FT.1,000 SQ. FT.A1.1CLUBHOUSE - RENDERINGSWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2833FITNESS CORNER4LEASING CORNER2COVERED WALKWAYP
4
1ENTRYP3P2P1
48"22"BREEZWAYFITNESS30'-0" X 58'-6"YOGA30'-0" X 17'-0"CO-WORK20'-6" X 27'-4"MPOE/ITJANITORLEASING25'-0" X 32'-0"MAINTENANCE/STORAGERESTROOMOFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"BREAK RM.11'-0" X 16'-0"ENTERTAINMENT44'-0" X 23'-0"CONF.17'-0" X 13'-6"CONF.10'-0" X 13'-6"MENWOMENPORCH19'-0" X 22'-0"ELEC.2,515 SQ. FT.3,018 SQ. FT.1,532 SQ. FT.1,000 SQ. FT.POOL EQUIP.10'-0" X 15'-0"WCDOG WASHWCSHOWERSA1.2CLUBHOUSE - GROUND FLOOR PLAN NORTHWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'
A1.3CLUBHOUSE - ROOF PLAN NORTHWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'
± 40'-6" TOTOP OF ROOF3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"9'-1"123457968629'-3" 3RD STORYT.O. PLATE± 38'-6" TOTOP OF ROOF± 40'-6" TOTOP OF ROOFUP18RSSSKP
KP
KP
KPKPKPUP18R S
FIRERISERKP
KP
KP
KP
KP
KP
KP
4:12PER FOOT
4:12PER FOOT
4:12PER FOOT
4:12PER FOOT
4:12PER FOOT
4:12PER FOOT
4:12PER FOOT± 40'-6" TOTOP OF ROOF3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"9'-1"± 40'-6" TOTOP OF ROOF± 38'-6" TOTOP OF ROOF29'-3" 3RD STORYT.O. PLATE1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA2.0ELEVATIONS - 20 PLEXLEFTFRONTRIGHTREARFRONT ELEVATION1/8"=1'-0"24'08'4'16'P2P1REAR ELEVATIONLEFT ELEVATIONRIGHT ELEVATIONFRONTREARWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2833-STORY WALK-UPLOCATION OF ART**
A3S1A2S2488 SF682 SF615 SF824 SFLEVEL 1121'-0"64'-1"MPOE ELECTRIALFIRERISER
UP18RSS/CSELECTRICAL MAINSERVICEMPOE KPKPKPELECTRICAL
KPKPKPUP18RFIRERISERKP
KP
KP
KP
KP
KP
KP4:12PER FOOT 4:12PER FOOT4:12
PER FOOT
4:12
PER FOOT
4:12
PER FOOT
4:12PER FOOT
4:12PER FOOT8'-1"11'-4"11'-7"10'-8"
26'-11"11'-0"8'-8"11'-0"5'-0"10'-10"12'-0"11'-0"13'-6"11'-2"12'-4"15'-7"8'-9"4'-9"6'-5"9'-4"15'-10"14'-2"9'-3"10'-5"9'-3"19'-5"121'-0"B1A3A3S1A2S2A1488 SF824 SFLEVEL 2824 SF615 SF682 SFB11,008 SF744 SFB11,008 SFSSS/CSSSUP18RDN18RUP18RDN18R4:12PER FOOT4:12PER FOOT 4:12PER FOOT4:12PER FOOT4:12
PER FOOT
4:12
PER FOOT
4:12
PER FOOT
4:12
PER FOOT
4:12PER FOOT4:12PER FOOT
4:12
PER FOOT
4:12
PER FOOT
4:12PER FOOT63'-9"
12'-0"11'-0"12'-2"17'-5"
5'-4"6'-6"8'-0"11'-11"9'-6"12'-6"10'-8"7'-9"8'-3"11'-9"17'-5"6'-4"11'-0"12'-0"
8'-1"11'-4"11'-7"10'-8"
26'-11"11'-0"8'-8"11'-0"5'-0"10'-10"12'-0"11'-0"13'-6"11'-2"12'-4"15'-7"8'-9"4'-9"6'-5"9'-4"15'-10"14'-2"9'-3"10'-5"9'-3"19'-5"1/8"=1'-0"24'08'4'16'A2.1 BUILDING PLANS - 20 PLEXWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2833-STORY WALK-UPSTORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)
B1B1A3A3S1A2S2A11,008 SFLEVEL 3B1488 SF824 SF824 SF615 SF682 SF1,008 SF744 SFSDN18RSS/CSSSDN18R3:12PER FOOT3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT 121'-0"63'-9"122'-4"66'-2"ROOF3:12PER FOOT3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT1'-0"TYP.1/4:12PER FOOT, TYP.10'-6"
12'-3"T.O.P.=+5'-9"T.O.P.=+5'-9"1'-0"TYP.1/4:12PER FOOT, TYP.HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"
HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"ROOFTOP MECHANICAL EQUIPMENTCONCEALED FROM EXTERIOR VIEWBY PERIMETER PARAPET WALLS (TYP.)AC UNIT1/8"=1'-0"24'08'4'16'3-STORY WALK-UPA2.2BUILDING PLANS - 20 PLEX 3-STORY WALK-UPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283MECHANICAL EQUIPMENT SCREENING
UP18RSSSSKPKPKP
KP
KP
KP
UP18RS
SDS/CFIRE
RISER
KP
KP
KP
KP
KP
KP
KP
KP
3:12PER FOOT
3:12PER FOOT3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT 3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"9'-1"123457896± 41'-9" TOTOP OF ROOF29'-3" 3RD STORYT.O. PLATE± 38'-6" TOTOP OF ROOF3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"9'-1"± 41'-9" TOTOP OF ROOF29'-3" 3RD STORYT.O. PLATE± 38'-6" TOTOP OF ROOF± 37'-10" TOTOP OF ROOF± 40'-5" TOTOP OF ROOF± 42'-0" TOTOP OF ROOF1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA2.3ELEVATIONS - 23 PLEX1/8"=1'-0"24'08'4'16'LEFTFRONTRIGHTREARP2P1FRONT ELEVATIONREAR ELEVATIONLEFT ELEVATIONRIGHT ELEVATIONFRONTREARWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2833-STORY WALK-UPLOCATION OF ART**
138'-0"UP18RSSKPKPKPELECTRICAL MAINSERVICEMPOE KPKPKPELECTRICAL
UP18RFIRE
RISER
KP
KP
KP
KP
KP
KP
KP
KP
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12PER FOOT 3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
61'-3"
8'-1"11'-4"11'-7"10'-8"26'-11"11'-0"12'-0"11'-0"8'-8"11'-0"13'-6"11'-2"12'-4"15'-7"8'-9"4'-9"6'-5"9'-4"5'-0"10'-10"138'-6"SSSSSUP18RDN18RUP18RDN18R3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT 3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT3:12PER FOOT63'-9"
10'-1"11'-4"11'-7"10'-8"26'-11"11'-0"12'-0"11'-0"8'-8"11'-0"13'-6"11'-2"12'-4"15'-7"8'-9"4'-9"12'-6"10'-8"7'-9"8'-3"11'-9"17'-5"6'-4"11'-0"12'-0"6'-5"9'-4"5'-0"10'-10"1/8"=1'-0"24'08'4'16'3-STORY WALK-UPA2.4 BUILDING PLANS - 23 PLEX3-STORY WALK-UPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283STORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)
138'-6"DN18RDN18RSSSSS3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT63'-9"140'-6"3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT
10'-0"7:12SLOPE, TYP.1'-0"TYP.10'-0"2'-0"7'-2"6'-0"
1'-0"
TYP.
2'-0"T.O.P.=+5'-9"T.O.P.=+3'-9"T.O.P.=+5'-9"T.O.P.=+3'-9"T.O.P.=+5'-9"T.O.P.=+3'-9"T.O.P.=+3'-9"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"
HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"10'-0"4'-6"
66'-2"ROOFTOP MECHANICAL EQUIPMENTCONCEALED FROM EXTERIOR VIEWBY PERIMETER PARAPET WALLS (TYP.)AC UNIT1/8"=1'-0"24'08'4'16'3-STORY WALK-UPA2.5BUILDING PLANS - 23 PLEX 3-STORY WALK-UPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283MECHANICAL EQUIPMENT SCREENING
SSSSSSUP18RUP18RS
S
SD S/CSKP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT
3:12PER FOOT 3:12PER FOOT
3:12PER FOOT 3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"9'-1"1234567896± 40'-9" TOTOP OF ROOF29'-3" 3RD STORYT.O. PLATE± 37'-9" TOTOP OF ROOF3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"9'-1"± 40'-9" TOTOP OF ROOF29'-3" 3RD STORYT.O. PLATE± 37'-3" TOTOP OF ROOF1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA2.6ELEVATIONS - 37 PLEX1/8"=1'-0"24'08'4'16'LEFTFRONTRIGHTREARP2P1WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283FRONTREARFRONT ELEVATIONLEFT ELEVATIONREAR ELEVATIONRIGHT ELEVATION3-STORY WALK-UP
210'-6"SSSELECTRICAL MAIN SERVICE ELECTRICALUP18R
UP18RSKPKPKPKPKPKP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
KP
3:12PER FOOT 3:12PER FOOT3:12PER FOOT3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT 3:12
PER FOOT
3:12PER FOOT61'-3"9'-1"11'-4"11'-7"10'-8"26'-11"11'-0"12'-0"11'-0"8'-8"11'-0"13'-6"11'-2"12'-4"8'-9"4'-9"6'-4"9'-4"13'-0"11'-0"12'-2"22'-6"
7'-8"9'-7"11'-6"14'-0"
11'-1"
6'-11"
13'-1"
15'-0"210'-6"SSSSSSSSUP18RDN18RSUP18RDN18R3:12PER FOOT3:12PER FOOT3:12PER FOOT3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT 3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT3:12PER FOOT
3:12
PER FOOT
3:12
PER FOOT
3:12PER FOOT63'-9"9'-1"11'-4"11'-7"10'-8"26'-11"11'-0"12'-0"11'-0"13'-6"11'-2"12'-4"8'-9"4'-9"6'-4"9'-4"13'-0"11'-0"22'-6"
7'-8"9'-7"11'-6"14'-0"
11'-1"
6'-11"
13'-1"
15'-0"
7'-0"
8'-8"11'-0"4'-1"4'-3"12'-6"10'-8"7'-9"8'-3"11'-9"17'-5"6'-4"11'-0"12'-0"
12'-0"11'-0"12'-2"17'-5"
5'-4"6'-6"8'-0"11'-11"9'-6"1/8"=1'-0"24'08'4'16'3-STORY WALK-UPA2.7BUILDING PLANS - 37 PLEX 3-STORY WALK-UPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283STORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)
210'-6"DN18RSSSSSSSSSDN18RS3:12PER FOOT3:12PER FOOT3:12PER FOOT3:12PER FOOT
3:12
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3:12PER FOOT3:12PER FOOT63'-9"212'-6"3:12PER FOOT3:12PER FOOT3:12PER FOOT3:12PER FOOT
3:12
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3:12PER FOOT3:12PER FOOT7'-6"
17'-6"7'-0"T.O.P.=+5'-9"1'-0"
TYP.
1'-0"TYP.15'-0"T.O.P.=+5'-9"T.O.P.=+5'-9"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"
HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"HEEL HEIGHT = 2'-6"T.O.P.=+5'-9"66'-1"ROOFTOP MECHANICAL EQUIPMENTCONCEALED FROM EXTERIOR VIEWBY PERIMETER PARAPET WALLS (TYP.)AC UNIT1/8"=1'-0"24'08'4'16'3-STORY WALK-UPA2.8BUILDING PLANS - 37 PLEX 3-STORY WALK-UPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283MECHANICAL EQUIPMENT SCREENING
UNIT S1 (FLOORS 1-3 ADA)STUDIO - 1 BATHNET LIVABLE: 488 SQ. FT.PATIO/DECK : 69 SQ. FT.21'-3"36'-2"LIVINGROOM11'-6"x8'-7"FLEXDININGKITCHENBATHW/DSLEEPING9'-2"x8'-6"PATIO11'-6"x6'-11"ENTRY6'-11"REFPCB36"x60" Q4'-3"CBCBUNIT A2 (FLOORS 1-3 - ADA)1 BDRM - 1 BATHNET LIVABLE: 682 SQ. FT.PATIO/DECK : 73 SQ. FT.23'-5"36'-2"BEDROOM11'-6"x11'LIVINGROOM11'-0"x16'-6"PATIO11'-0"x7'-4"KITCHENW/DLBATHENTRYCB
7'-4"36"x 60" PREFDININGROOM5'-2"QUNIT A1 (UPPER FLOORS - NON-ADA)1 BDRM - 1 BATHNET LIVABLE: 744 SQ. FT.BALCONY : 44 SQ. FT.32'-6"24'-10"LIVINGROOM12'-2"x15'-2"BEDROOM11'-0"x12'-0"BALCONY8'-0"x5-4"FLEX8'-0"x8'-4"ENTRYBATHW.I.C.KITCHENREFPDKW36"x60" 5MdfSHLVS
FURNITURELIVINGROOM11'-8"x15'-2"BEDROOM11'-0"x12'-0"BEDROOM11'-0"x12'-6"BALCONY7'-10"x5'-2"KITCHENFLEXDINING8'-0"x8'-4"ENTRYW.I.C.PUNIT B1 (UPPER FLOORS NON-ADA)2 BDRM - 2 BATHNET LIVABLE: 1008 SQ. FT.PATIO/DECK : 53 SQ. FT.43'-4"24'-10"DBATHBATHREFW.I.C.Q36" x 60"KW36" x 60"5MdfSHLVSBUILT-INISLANDENTRYCBCBKITCHEN
PLIVINGROOM12'-2"x12'-6"PATIO11'-4"x6'-6"BEDROOM11'-6"x13'-0"BATHW.I.C.W/DBATHBEDROOM11'-0"x12'-6"UNIT B2 (FIRST FLOOR - ADA)2 BDRM - 2 BATHNET LIVABLE: 1,128 SQ. FT.PATIO/DECK : 92 SQ. FT.35'-10"36'-8"DININGROOM36" x 60"LLREFW.I.CBUILD OUTON FIRSTFLOOR ONLYKQBUILT-IN
ISLAND
36" x 60"UNIT S2 (FIRST FLOOR - ADA)STUDIO - 1 BATHNET LIVABLE: 615 SQ. FT.17'-0"36'-2"LIVINGROOM13'-8"x15'-8"BATHENTRYW/DSLEEPING8'-10"x9'-4"CLOSET KITCHENREFPLINENQ3'-6"36"x60" UNIT A3 (FIRST FLOOR - ADA)1 BDRM - 1 BATHNET LIVABLE: 824 SQ. FT.PATIO : 126 SQ. FT.24'-4"40'-6"BEDROOM11'-0"x12'-0"PATIO12'-1"x10'-5"KITCHENLIVINGROOM13'-6"x12'-3"DININGROOMW.I.C.ENTRYREFK23'-4"LPCOATSBATHW/D L36"x60" CBCB BUILT-INDESKA3.0UNIT PLANS3/16"=1'-0"4' 8' 16'0 2'1'3-STORY WALK-UPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283
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5' DIA.5' DIA.END OFLOWER LEVGATEUP30"24
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.M I L L I K E N A V E .F O O T H I L L B L V D .123456789121110G-2G-3G-4G-1G-6G-5G-7B-1237-PLEXB-1123-PLEXB-1037-PLEXB-720-PLEXB-623-PLEXB-320-PLEXB-423-PLEXB-837-PLEXB-923-PLEXB-137-PLEXB-223-PLEXB-520-PLEXA4.03-STORY WALK-UP - PERSPECTIVEWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-19-22JOB NO.: 2019-283CORNER OF CHURCH AND ELMELM AVENUE
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5' DIA.5' DIA.END OFLOWER LEVGATEUP30"24
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.M I L L I K E N A V E .F O O T H I L L B L V D .123456789121110G-2G-3G-4G-1G-6G-5G-7B-1237-PLEXB-1123-PLEXB-1037-PLEXB-720-PLEXB-623-PLEXB-320-PLEXB-423-PLEXB-837-PLEXB-923-PLEXB-137-PLEXB-223-PLEXB-520-PLEXA4.13-STORY WALK-UP - PERSPECTIVEWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-19-22JOB NO.: 2019-283CHURCH STREET ENTRYCHURCH STREET
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5' DIA.5' DIA.END OFLOWER LEVGATEUP30"24
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.M I L L I K E N A V E .F O O T H I L L B L V D .123456789121110G-2G-3G-4G-1G-6G-5G-7B-1237-PLEXB-1123-PLEXB-1037-PLEXB-720-PLEXB-623-PLEXB-320-PLEXB-423-PLEXB-837-PLEXB-923-PLEXB-137-PLEXB-223-PLEXB-520-PLEXA4.23-STORY WALK-UP - PERSPECTIVEWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-19-22JOB NO.: 2019-283CORNER OF MILLIKEN AND CHURCHMILLIKEN AVENUE
1299'-1"T.O. PLATE9'-1"T.O. PLATE±20'-9"T.O. ROOF9'-1"T.O. PLATE±20'-9"T.O. ROOF±20'-9"T.O. ROOF1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATIONA5.0ELEVATION G-11/8"=1'-0"24'08'4'16'WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283STAND ALONE GARAGELOCATION OF ART**
9±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE12±16'-10"T.O. ROOF9'-1"T.O. PLATE1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATIONA5.1ELEVATION G-2WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'STAND ALONE GARAGE
±16'-10"T.O. ROOF9'-1"T.O. PLATE912±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA5.2ELEVATION G-3WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'STAND ALONE GARAGEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATION
1299±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA5.3ELEVATION G-4WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'STAND ALONE GARAGEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATION
±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE2911. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA5.4ELEVATION G-5WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'STAND ALONE GARAGEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATION
±16'-10"T.O. ROOF9'-1"T.O. PLATE29±16'-10"T.O. ROOF9'-1"T.O. PLATE±16'-10"T.O. ROOF9'-1"T.O. PLATE11. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA5.5ELEVATION G-6WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'STAND ALONE GARAGEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATION
9'-1"T.O. PLATE129'-1"T.O. PLATE±13'-8"T.O. ROOF9'-1"T.O. PLATE±13'-8"T.O. ROOF±13'-8"T.O. ROOF91. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEA5.6ELEVATION G-7WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831/8"=1'-0"24'08'4'16'STAND ALONE GARAGEFRONT ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONREAR ELEVATIONLOCATION OF ART**
12345678963RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE15'-0"9'-1"4TH STORYT.O. PLATE± 54'-2"TOP OF ROOF± 57'-3" TOT.O. FIN1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE1SOUTH ELEVATION2SW CORNER PERSPECTIVE3SE CORNER PERSPECTIVEWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-19-22JOB NO.: 2019-2831WRAPB2.0ELEVATION - SOUTH1/16"=1'-0"16' 32' 48'0 8'23
12456789633RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE15'-0"9'-1"4TH STORYT.O. PLATE± 54'-2"TOP OF ROOF± 57'-3" TOT.O. FIN1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE1WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283WRAPB2.1ELEVATION - SOUTH ENLARGEMENT1/8"=1'-0"24'08'4'16'1SOUTH ELEVATION2SOUTH ELEVATION2MATCH MATCHMATCH MATCH
ROOF LOUNGEROOF LOUNGE123456789
3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"10'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE9'-1"12'-1"LOUNGET.O. PLATE± 51'-10"TOP OF ROOF1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE1EAST ELEVATION1322NE CORNER PERSPECTIVE3EAST PERSPECTIVEROOF LOUNGEROOF LOUNGEWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283WRAPB2.2ELEVATION - EAST1/16"=1'-0"16' 32' 48'0 8'
123457891. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE
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1234567893RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE± 51'-0"TOP OF ROOF9'-1"9'-1"10'-11"4TH STORYT.O. PLATE± 53'-4"TOP OF PARAPET1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE1NORTH ELEVATION2NE CORNER PERSPECTIVE3NW CORNER PERSPECTIVE132ROOF LOUNGEGARAGE ENTRYGARAGE ENTRYRESIDENT'S LOBBYRESIDENT'S LOBBYGARAGE ENTRYRESIDENT'S LOUNGEWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283WRAPB2.4ELEVATION - NORTH1/16"=1'-0"16' 32' 48'0 8'
1234567891. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE± 51'-0"TOP OF ROOF9'-1"9'-1"10'-11"4TH STORYT.O. PLATE± 53'-4"TOP OF PARAPETWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-2831WRAPB2.5ELEVATION - NORTH ENLARGEMENT1/8"=1'-0"24'08'4'16'21NORTH ELEVATION2NORTH ELEVATIONMATCH MATCHMATCH MATCH
1234567893RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE± 52'-3"TOP OF ROOF9'-1"9'-1"15'-0"4TH STORYT.O. PLATE± 57'-3"TOP OF PARAPET1. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCEB2.6 ELEVATIONS - WEST1WEST ELEVATION2NW CORNER PERSPECTIVE3SW CORNER PERSPECTIVE132RESIDENT'S LOUNGEGARAGE ENTRYGARAGE ENTRYGARAGE ENTRYRESIDENT'S LOUNGERESIDENT'S LOBBYRESIDENT'S LOBBYWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283WRAP1/16"=1'-0"16' 32' 48'0 8'
12456781. CONCRETE FLAT TILE2. STUCCO3. STUCCO TRIM4. VINYL WINDOW5. METAL GUARDRAIL6. METAL AWNING7. BOARD AND BATTEN8. COMPOSITE WOOD SIDING9. WALL SCONCE393RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE± 52'-3"TOP OF ROOF9'-1"9'-1"15'-0"4TH STORYT.O. PLATE± 57'-3"TOP OF PARAPETB2.7 ELEVATIONS - WEST1WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283WRAP1NORTH ELEVATION2NORTH ELEVATIONMATCH MATCHMATCH MATCH1/8"=1'-0"24'08'4'16'2
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ELECTRICAL MAINSERVICE
ELECTRICAL MAINSERVICE MPOE
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9'3'-6"4'1"=30'-0"30' 60' 90'0 15'B2.10BUILDING PLANWRAPNORTHWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283GROUND LEVELSTORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSFIRE WALLWRAP APARTMENTSTYPE VAR-272,000 SF ALLOWED/72,000 SF PROVIDED + FRONTAGE INCREASE AS APPLICABLE4 STORIES ALLOWED/ 4 STORIES PROVIDED60 FEET ALLOWED/ 60 FEET PROVIDEDPARKING STRUCTUREOPEN PARKINGTYPE IBS-2UNLIMITED SF ALLOWED/53,000 SF PER TIER PROVIDED18 TIERS ALLOWED/ 6 TIERS PROVIDED180 FEET ALLOWED/ 60 FEET PROVIDEDBUILDING TYPE AND HEIGHTPATH OF TRAVELR-2 - TRAVEL DISTANCE 250' MAX.M - TRAVEL DISTANCE 250' MAX.S-2 - TRAVEL DISTANCE 400' MAXSTORAGE DIMENSION : 125 CFEXIT PATH
UPUP
5' DIA.TENANTTRASHROOMTURNAROUND123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136 137 138 139 140 141 142 143 144 145 146 147 148 149
4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"5' DIA.TENANTTRASHROOMRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R RR R R R R R R R R R R R R RRRRRRRRRRRRRRRRRUPA4A4A4A4A4A4A4B4B3A46'14'-6"TB3A414'-6"A5A1B1B3A511'A5A5A5A544'-10"91'-3"114'-3"RESIDENTIAL149 STALLSA4B3A4OPEN
OPENOPEN
A5A5B1B1A5B330"24
49A330"24
49A3B3B3B1A5A5A5B3B3STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT
STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B4A1B3A5A1A1A1FITNESSCOURTYARDPOOLCOURTYARDLVSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B3492'-10"
519'-7"
59'129'-3"44'-10"110'100'-2"76'-4"188'-4"221'-10"410'-2"STOR.UNIT4'-0" X
4
'-8
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'-8"
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"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"9STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"LVSTOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-3" X 4'-6"LVA16'STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"207'7'7'7'6'7'30"
2
4
49
STOR.UNIT3'-6" X 4'-8"S1S1A6S1 S1A6 A6S1A6 A6S1A6 S1A6S1 S1A6 A6S1A6 A6S1B3A3B37'30"2449A3B3B3A1LV
B3B3B3B3A1B4ALT 2B4B3B4B3ALT 1A5ALT 17'B3B3B4ALT 17'B3ALT 2A5ALT 27'7'7'A83'-2 15/16" 28 28 28 28LVSTOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"32STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"24'18'18'10'9'10'10'
10'9'10'10'
9'3'-6"4'NORTH1"=30'-0"30' 60' 90'0 15'B2.11BUILDING PLANWRAPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283SECOND LEVEL1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSWRAP APARTMENTSTYPE VAR-272,000 SF ALLOWED/72,000 SF PROVIDED + FRONTAGE INCREASE AS APPLICABLE4 STORIES ALLOWED/ 4 STORIES PROVIDED60 FEET ALLOWED/ 60 FEET PROVIDEDPARKING STRUCTUREOPEN PARKINGTYPE IBS-2UNLIMITED SF ALLOWED/53,000 SF PER TIER PROVIDED18 TIERS ALLOWED/ 6 TIERS PROVIDED180 FEET ALLOWED/ 60 FEET PROVIDEDBUILDING TYPE AND HEIGHTSTORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)FIRE WALLSTORAGE DIMENSION : 125 CF
UPUP
UP5' DIA.TENANTTRASHROOMTURNAROUND123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136 137 138 139 140 141 142 143 144 145 146 147 148 149
4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"5' DIA.TENANTTRASHROOMRRRRRRRRRRRRRRRRRRRRRRRGGGGGGRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R RR R R R R R R R R R R R R RRRRRRRRRRRRRRRRRGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGA4A4A4A4A4A4A4B4B3A46'14'-6"TB3A414'-6"A5A1B1B3A511'A5A5A5A544'-10"91'-3"114'-3"A4B3A4OPEN
OPENOPEN
A5A5B1B1A5B330"2449A330"24
49A3B3B3B1A5A5A5B3B3STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT
STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B4A1B3A5A1A1A1FITNESSCOURTYARDPOOLCOURTYARDLVSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B3492'-10"
519'-7"
59'129'-3"44'-10"110'100'-2"76'-4"188'-4"221'-10"410'-2"STOR.UNIT4'-0"
X
4
'
-8"STOR.UNIT4'-0"
X 4
'-8"
S
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3'-
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"STOR.U
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T
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"STOR.UNIT3'-4" X 4'-4"STOR.U
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N
I
T3'-4" X 4'-4"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"9STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"LVSTOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-3" X 4'-6"LVA16'STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"207'7'7'7'6'7'30"
2
4
49
STOR.UNIT3'-6" X 4'-8"S1S1A6S1 S1A6 A6S1A6 A6S1A6 S1A6S1 S1A6 A6S1A6 A6S1B3A3B37'30"2449A3B3B3A1LV
B3B3B3B3A1B4ALT 2B4B3B4STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT32B3ALT 1A5ALT 1STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"7'B3B3LVB4ALT 17'B3ALT 2A5ALT 27'7'7'A8 38 38 38RESIDENTIAL149 STALLS30"24
49A3B324'18'18'10'9'10'10'
10'9'10'10'
9'3'-6"4'NORTHWRAPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283B2.12BUILDING PLANTHIRD LEVEL1"=30'-0"30' 60' 90'0 15'1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSWRAP APARTMENTSTYPE VAR-272,000 SF ALLOWED/72,000 SF PROVIDED + FRONTAGE INCREASE AS APPLICABLE4 STORIES ALLOWED/ 4 STORIES PROVIDED60 FEET ALLOWED/ 60 FEET PROVIDEDPARKING STRUCTUREOPEN PARKINGTYPE IBS-2UNLIMITED SF ALLOWED/53,000 SF PER TIER PROVIDED18 TIERS ALLOWED/ 6 TIERS PROVIDED180 FEET ALLOWED/ 60 FEET PROVIDEDBUILDING TYPE AND HEIGHTSTORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)FIRE WALLPATH OF TRAVELR-2 - TRAVEL DISTANCE 250' MAX.M - TRAVEL DISTANCE 250' MAX.S-2 - TRAVEL DISTANCE 400' MAXSTORAGE DIMENSION : 125 CF
UPUP
5' DIA.TENANTTRASHROOMTURNAROUND123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136 137 138 139 140 141 142 143 144 145 146 147 148 149
4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"5' DIA.TENANTTRASHROOMGGGGGGRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R RR R R R R R R R R R R R R RRRRRRRRRRRRRRRRRGGGGGGGGGGGGGGGGGGGGGGGGGGGGRRGGUPA4A4A4A4A4A4A4B4B3A46'14'-6"TB3A414'-6"A5A1B1B3A5A5A5A5A544'-10"91'-3"114'-3"A4B3A4OPEN
OPEN
A5A5B1B1A5B330"2449A330"
24
49A3B3B3B1A5A5A5B3B3STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT
STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B4A1B3A5A1A1A1FITNESSCOURTYARDPOOLCOURTYARDSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"B3492'-10"
519'-7"
59'129'-3"44'-10"110'100'-2"76'-4"188'-4"221'-10"410'-2"STOR.UNIT4'-0" X
4
'-8
"STOR.UNIT4'-0"
X 4
'-8"
ST
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U
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I
T
3'-
4
"
X
4
'
-
4
"STOR.UNIT3'-4" X 4'-4"STOR.UNIT3'-4" X 4'-4"STOR.UNIT3'-
4
"
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N
I
T3'-4" X 4'-4"STOR.UNIT3'-4" X 4'-4"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT3'-9" X 3'-8"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"STOR.UNIT4'-2" X 3'-5"9STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"LVSTOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-8"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT4'-0" X 3'-6"STOR.UNIT3'-6" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT4'-6" X 3'-6"STOR.UNIT3'-3" X 4'-6"STOR.UNIT3'-3" X 4'-6"LVA1STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"STOR.UNIT5'-2" X 3'-4"207'7'7'7'6'7'30"
2
4
49
STOR.UNIT3'-6" X 4'-8"S1S1A6S1 S1A6 A6S1A6 A6S1A6 S1A6S1 S1A6 A6S1A6 A6S1B3A3B37'30"2449A3B3B3A1LV
B3B3B3B3A1B4ALT 2B4B3B4B3ALT 1A5ALT 17'B3B37'A5ALT 27'7'7'ROOF DECK@4TH LEVEL1,788 SQ. FT.LVA8 48 48 48RESIDENTIAL149 STALLS30"
24
49A3B3LVSTOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNIT3'-6" X 4'-8"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNITSTOR.UNIT3'-6" X 4'-2"STOR.UNIT3'-6" X 4'-2"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT32STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"STOR.UNIT4'-0" X 4'-8"11'OPEN24'18'18'10'9'10'10'
10'9'10'10'
9'3'-6"4'NORTH1"=30'-0"30' 60' 90'0 15'B2.13BUILDING PLANWRAPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283FOURTH LEVEL1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSWRAP APARTMENTSTYPE VAR-272,000 SF ALLOWED/72,000 SF PROVIDED + FRONTAGE INCREASE AS APPLICABLE4 STORIES ALLOWED/ 4 STORIES PROVIDED60 FEET ALLOWED/ 60 FEET PROVIDEDPARKING STRUCTUREOPEN PARKINGTYPE IBS-2UNLIMITED SF ALLOWED/53,000 SF PER TIER PROVIDED18 TIERS ALLOWED/ 6 TIERS PROVIDED180 FEET ALLOWED/ 60 FEET PROVIDEDBUILDING TYPE AND HEIGHTSTORAGE (125 CUBIC FEET PER 1 DWELLING UNIT)FIRE WALLSTORAGE DIMENSION : 125 CF
ROOFTOPMECHANICALEQUIPMENTCONCEALED FROMEXTERIOR VIEW BYPERIMETER PARAPETWALLS (TYP.)ROOF ACCESS STAIRROOF ACCESS STAIRUPUP
UPTURNAROUND4.0% RAMP UP @ 247' = 10'-0"4.0% RAMP DN @ 247' = 10'-0"
UP RR R R R R R R R RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R RR R R R R7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE
7:12
SLOPE
7:12
SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE
7:12
SLOPE 7:12SLOPE7:12
SLOPE 7:12SLOPE7:12
SLOPE
7:12
SLOPE
7:12
SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12
SLOPE
7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12
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SLOPE7:12SLOPE7:12SLOPE7:12SLOPE7:12SLOPE 7:12SLOPE7:12SLOPE7:12SLOPE 58 58 58RESIDENTIAL156 STALLSAC UNIT24'18'18'10'9'10'10'
10'9'10'10'NORTH1"=30'-0"30' 60' 90'0 15'B2.14BUILDING PLANWRAPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283FIFTH LEVEL1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSMECHANICAL EQUIPMENT SCREENINGWRAP APARTMENTSTYPE VAR-272,000 SF ALLOWED/72,000 SF PROVIDED + FRONTAGE INCREASE AS APPLICABLE4 STORIES ALLOWED/ 4 STORIES PROVIDED60 FEET ALLOWED/ 60 FEET PROVIDEDPARKING STRUCTUREOPEN PARKINGTYPE IBS-2UNLIMITED SF ALLOWED/53,000 SF PER TIER PROVIDED18 TIERS ALLOWED/ 6 TIERS PROVIDED180 FEET ALLOWED/ 60 FEET PROVIDED
4.0% RAMP UP @ 247' = 10'-0"TURNAROUNDUP
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRESIDENTIAL50 STALLS24'18'18'10'9'10'10'
10'9'10'10'3RD STORYT.O. SHT'G.2ND STORYT.O. PLATE2ND STORYT.O. SHT'G.1ST STORYT.O. PLATE9'-1"4TH STORYT.O. SHT'G.3RD STORYT.O. PLATE9'-1"± 53'-11"TOP OFPARKINGSTRUCTURE9'-1"9'-1"9'-1"3'-6"5TH STORYT.O. SHT'G.4TH STORYT.O. PLATE5'-6"LINE OF SIGHTNORTH1"=30'-0"30' 60' 90'0 15'B2.15BUILDING PLANWRAPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283ROOF LEVEL1/16"=1'-0"16' 32' 48'0 8'PARKING DIMENSIONSWRAP APARTMENTSTYPE VAR-272,000 SF ALLOWED/72,000 SF PROVIDED + FRONTAGE INCREASE AS APPLICABLE4 STORIES ALLOWED/ 4 STORIES PROVIDED60 FEET ALLOWED/ 60 FEET PROVIDEDPARKING STRUCTUREOPEN PARKINGTYPE IBS-2UNLIMITED SF ALLOWED/53,000 SF PER TIER PROVIDED18 TIERS ALLOWED/ 6 TIERS PROVIDED180 FEET ALLOWED/ 60 FEET PROVIDEDSECTION
REF34'-0"20'-0"BEDROOM10'-2" X 10'-6"BATHUNIT A11 BEDROOM - 1 BATHNET LIVABLE: 634 SQ. FT.PATIO/DECK : 56 SQ. FT.WICLIVING10'-4" X 12'-9"BALCONY8'-6" X 6'-6"KITCHEN9'-10" X 11'-8"ENTRYQDWW/DP36" x 60"LBUILT-INDESK36" HCBCB3S5 MDF SH.DWKITCHEN8'-0" X 15'-0"ENTRYW/DLIVING12'-10" X 16'-2"BALCONY11'-0" X 5'-6"BEDROOM11'-2" X 12'-0"REFPBATHLUNIT A31 BEDROOM - 1 BATHNET LIVABLE: 759 SQ. FT.PATIO/DECK : 60 SQ. FT.25'-0"33'-0"WIC30"2449
LBUILT-INDESKKOCCURS UNDER 2 BEDROOMCBCB
36"x60" BUILT-INISLAND3S37'-11"29'-4"BALCONY9'-0" X 6'-2"BATHLIVING11'-11" X 12'-11"WICBEDROOM11'-0" X 12'-6"REFKITCHEN8'-5" X 14'-0"DWENTRY5 SHELVESW/DBUILT-INDESKUNIT A41 BEDROOM - 1 BATHNET LIVABLE: 751 SQ. FT.PATIO/DECK : 68 SQ. FT.KPUNDER CABINET LIGHT36"x60" CBCBCOUNTERHEIGHTCABINETBUILT-INISLANDOPENING FOR LIGHTCOUNTER HT BASE CABUNDER CAB LIGHT3SDWKITCHEN10'-0" X 14'-0"W/D27'-0"34'-0"ENTRYBEDROOM11'-2" X 12'-0"LIVING11'-0" X 13'-8"BALCONY11'-0" X 6'-2"FLEX/OFFICE12'-4" X 7'-8"BATHREFWICUNIT A51 BEDROOM + OFFICE - 1 BATHNET LIVABLE: 859 SQ. FT.PATIO/DECK : 66 SQ. FT.DROP ZONEPCB CB K36"x60" BUILT-INISLANDFURNITURE
FURNITUREDWBATHCBCBPM. BATHM. BEDROOM11'-0" X 12'-0"WICLENTRYW/DLIVING11'-7" X 13'-0"BEDROOM 210'-4" X 12'-0"KITCHEN11'-8" X 9'-6"BALCONY5'-10" X 8'-4"29'-10"UNIT B1 (ADA)2 BEDROOM - 2 BATHNET LIVABLE: 993 SQ. FT.PATIO/DECK : 44 SQ. FT.FURNITURE44'-1"WICQREFQ36"x60" 36"x60" WORKSPACEFURNITURE3SCB
KITCHEN8'-0" X 15'-0"M. BATHWICM. BEDROOM11'-0" X 15'-0"LUNIT B32 BEDROOM - 2 BATHNET LIVABLE: 1,133 SQ. FT.PATIO/DECK : 60 SQ. FT.36'-4"33'-0"DWCBENTRYD/WLIVING12'-10" X 15'-9"BALCONY11'-0" X 5'-6"BEDROOM 211'-2" X 12'-0"REFPBATH 2WICBUILT-INDESKDROP ZONE
STO.WORKSPACEKQL36"x60" 36"x60" BUILT-INISLANDFURNITURE3SLCOAT CLOSETCBCBDWREFPUNIT A61 BEDROOM + OFFICE - 1.5 BATHNET LIVABLE: 1004 SQ. FT.PATIO/DECK : 69 SQ. FT.STORAGE : -ENTRYLIVING11'-10" X 15'-0"DWREPOSITIONABLEISLANDWREFBEDROOM14'-0" X 11'-2"BALCONY11'-0" X 6'-2"DININGLENTRYBEDROOM12'-0" X 12'-3"D/WLIVING11'-0" X 12'-0"FLEX/DININGFLEX/OFFICE9'-9" X 9'-6"UNIT S1STUDIO - 1 BATHNET LIVABLE: 659 SQ. FT.PATIO/DECK : 76 SQ. FT.STORAGE : -36'-10"50'-0"BATHBALCONY12'-0" X 6'-2"RETAILSHAFTWICBATHPDROP ZONE3'-10"KQDCBCBPP36"x60" P36"x60" FURNITUREFURNITUREFURNITUREW/D3SREFCBPCBM. BEDROOM 13'-0" X 12'-0"DINING9'-11" X 10'-6"LIVING14'-2" X 12'-0"BEDROOM 212'-0" X 11'-0"36'-0"ENTRYM. BATHWICLWORKSPACEDWKITCHEN12'-10" X 9'-0"BALCONY8'-0" X 7'-8"UNIT B42 BEDROOM - 2 BATHNET LIVABLE: 1,261 SQ. FT.WORKSPACEKQBATH 2LWORKSPACE36"x60" 36"x60" FURNITUREFURNITUREFURNITURE BUILT-INISLANDB3.0UNIT PLANS - WRAPS 3/16"=1'-0"4' 8' 16'0 2'1'4-STORY WRAPWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEHARVEST AT TERRA VISTAN/W CORNER OF FOOTHILL BLVD. & MILLIKEN AVE. RANCHO CUCAMONGADATE: 01-12-22JOB NO.: 2019-283
GAS STATION(N.A.P.)MC DONALDS(N.A.P.)BASEPOINTBASEPOINTGAR. 01 / A2KPKPKPKPKPKPGAR. 03 / B1BASEPOINTKPUP18RGAR. 03 / B1BASE
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KP222PRINTER222PRINTER22PRINTER22PRINTER22KPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPUP18RSS/CKPKPKPKPKPKPKPKPKPKPUP18RKPKPDUMPSTERBY OTHERSA(TRASH)DUMPSTERBY OTHERSA(TRASH)KPDUMPSTERBY OTHERSA(TRASH)KPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKP KP KP KP KP KP KP KP KP KP KP KPKPKPKPKPKPKPKPKPKPKPKPKPKP
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UP UP5' DIA.5' DIA.3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN
4.0% RAMP UP @ 247' = 10'-0"1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UP30"244930"244930"2449
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4930"2449(0.01 AC)EEXIST. R.O.W. 6'5'1'R=3050'L=218'R=3049'L=217'N78°03'21"EN11°56'39"WN78°03'21"EULTIMATE R / WEXIST. R / W VACATION32'N41°00'06"E 33'N41°00'06"E
08.67 TC08.00 FLVERIZON1400 E. PHILLIPS BLVD.POMONA, CA 91766ATTN: JERRY PAUBELPHONE: (909) 469-6354SOUTHERN CALIFORNIA GAS CO.13525 12th STREETCHINO, CA 91719PHONE: (909) 613-1531UNDERGROUND SERVICE ALERT811SET 2" BRASS DISK IN CONC. CURBSTAMPED "CITY OF RANCHOCUCAMONGA BM 10054 1987" AT N/ECOR. OF BASELINE ROAD & MILLIKENAVE., AT WEST END OF CATCH BASIN.NO. 10054ELEV.=1328.075UTILITY COMPANIESCUCAMONGA VALLEY WATERDISTRICT10440 ASHFORD STREET P.O. BOX 638RANCHO CUCAMONGA, CA. 91729PHONE: (909) 987-2591RANCHO CUCAMONGA MUNICIPAL UTILITY10500 CIVIC CENTER DRIVERANCHO CUCAMONGA, CA 91730CONTACT: FRED LYNPHONE (909) 919-2612(35.00) EXISTING ELEVATIONTCEPFLGBTOP OF CURBEXISTING PAVEMENTFLOW LINEGRADE BREAKFSFINISHED SURFACEFFFINISHED FLOORPAD=PAD ELEVATIONSTREET LIGHT FIRE HYDRANTINDICATES PROPOSED ACPAVEMENTINDICATES SLOPEFGFINISHED GRADECBCATCH BASINR/WRIGHT OF WAYINVINVERT ELEVATIONRETAINING WALLWQWATER QUALITY BMPBEST MANAGEMENT PRACTICENTSVICINITY MAPMILLIKEN CHURCHMAYTEN PROJECT LOCATIONELM
FOOTHILLSTREETAVENUE
AVENUEEUCALYPTUSSTREET
AVENUEBOULEVARDSPRUCE
AVENUECIVIL ENGINEEROWNER/DEVELOPERMADOLE & ASSOCIATES, INC.CONSULTING CIVIL ENGINEERS,PLANNERS AND SURVEYORS9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comAO ARCHITECTS144 NORTH ORANGE STORANGE, CA 92866CONTACT: IOANNA MAGIATI (714) 639-9860Email:ioannam@aoarchitects.com WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVEUPLAND, CA. 91786CONTACT: BRIAN JACOBSON(909) 579-1214 OFFICEEmail: Brian.Jacobson@lewismc.comARCHITECTSITESCAPES, INC.3190 B-2 AIRPORT LOOP DRIVECOSTA MESA, CA. 92626CONTACT: RICK POLHAMUS(949) 644-9370Email: rpolhamus@sitescapes.netLANDSCAPE ARCHITECT1. PRESENT ZONING: PC-TV2. LAND USE PROPOSED - MIXED USE3. THIS SITE CONTAINS 17.29 GROSS ACRES.4. THIS SITE CONTAINS 17.29 NET ACRES.5. THIS SITE CONSISTS OF (x) NUMBERED LOTS6. THIS SITE CONTAINS 0 LETTERED LOTS7. CONTOURS FROM MADOLE & ASSOCIATES, INC.DATED: 03/27/20208. SEWAGE DISPOSAL CUCAMONGA VALLEY WATERDISTRICT.9. EXISTING IMPERVIOUS AREA TBD ACRES.10. PROPOSED IMPERVIOUS AREA TBD ACRES.CG-01ACCESSIBLE CROSSINGCONCEPTUAL GRADING INDEX AND NOTESCG-02-CG-04 CONCEPTUAL GRADING SHEETSCG-05-CG-06 SECTIONSCG-01CONCEPTUAL GRADING PLANWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647INDICATES PROPOSEDCONCRETE SURFACEELECTRICAL TRANSFORMERDOUBLE DETECTOR CHECK VALVEPWQMP-01PRELIMINARY WATER QUALITY MANAGEMENT PLANCF-01CUT AND FILL MAPTOTAL EXISTING IMPERVIOUS AREA = 93,124 S.F.TOTAL NEW IMPERVIOUS AREA = 692,161 S.F.TOTAL REMOVAL AND REPLACEMENTOF IMPERVIOUS AREA = 3,698 S.F.CUT/CY:RAW VOLUMES:OVEREXCAVATION:SHRINKAGE LOSSES:FILL/CY:58,83016,46060,50060,500018,150SUBTOTAL:114,33095,110EXPORT:19,220 CU. YDS.J:\126-2647\tentative\CG01.dwg, 1/10/2022 3:13:04 PM, dmartinez
GAS STATION(N.A.P.)MC DONALDS (N.A.P.)KPKP
KP
KP
KP
KP
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KPKPKPKPKPKPKPKPKPKPKP
KPUP18RKPKPKPKPKPKPKPKPKPKPKPKPKPKPUP18RUP18RS
S/CBASEPOINT
ELECTRICAL MAINSERVICEGAR. 06MPOEKPKPKPELECTRICALKPKPKPKPKPKPKPKPKPKPUP18RFIRERISERUP18RKPKPKPKPKPKPKPKPKPKPKPKPKPKPUP18RUP18RSS/CBASEPOINTELECTRICAL M
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UP18RBASEPOINTBASEPOINTGAR. 01 / A2KPKPKPKPKPKPGAR. 03 / B1BASEPOINTKPKPKPKPUP18RGAR. 03 / B1BASEPOINT KPKPKPKPUP18R KPKPKP222PRINTER222PRINTER
22PRINTER22PRINTER2
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UP18RKPKPDUMPSTERBY OTHERSA(TRASH)DUMPSTERBY OTHERSA(TRASH)KPDUMPSTERBY OTHERSA(TRASH)KPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKP KP
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KP(26.39) TC(25.78) FL(25.86) TC(25.19) FL(24.89) TC(24.22) FL(23.78) TC(23.31) FL(23.09) TC(22.42) FL(22.87) TC(22.20) FL(21.83) TC(21.16) FL(20.49) TC(19.82) FL(19.68) TC(19.01) FL(18.93) TC(18.26) FL(18.39) TC(17.72) FL (27.75) TC(27.11) FL(28.11) TC(27.44) FS(27.92) TC(27.25) FS(28.37) TC(27.70) FS
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(30.29) TC(29.64) FL(18.79) TC(18.35) FL(29.85) TC(29.17) FL(27.54) FL(27.25) TC(26.60) FL(21.15) TC(20.50) FL(18.30)TC / FL 2.0%2.0%2.0%2.0%2.0%3.0%4.6%4.2%3.0%3.0%2.0%
2.0%
2.0%
2.0%44'50'AFAGGHI31'145'EXIST. R/W
32'R = 241' L = 42'EXIST. P/LEXIST. R/WEXIST. P/LR = 96'EXIST. R/W
L = 24'N89°15'55"WEXIST. P/L250'EXIST. R/WN0°08'55"W R = 201' L = 140'N11°56'39"W=0R506'3'812=L'N78°03'21"E 244
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(18.86) FS19.4
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FSGF = 20.99(17.0) FSGF = 21.6020.702.7, RET.22.31 FS
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R
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19.
4
0
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19.7621.92 TCFS = 23.53TG5.8, RET.18.50 FS21.22FL19.49 FL21.0419.99 TFS 25.2 TRWFS
19.70 FS21.42 FSFS = 20.67FL17.6123.
5
6
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7
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FS = 24.385.5, RET. FS
FS
18.67 TC28.1 TRW18.94 FS18.4120.03 TC22.03 FS22.833.0,
R
E
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.(18.67) FS29.6
T
R
W19.46 TCFS = 24.5924.5
F
G
0.5,
R
E
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.GF = 21.00FS = 23.34GF = 20.5021.92 TCGF = 24.8328.5 TRWGF = 22.8322.5020.3
7
19.86 TCFS = 20.2723.37 FSFS = 22.22PAD = 20.56.1, RET.FS = 20.4318.
7
2
T
C GF = 20.0529.
1
T
R
WFS = 22.47FS = 21.5528.4
7
F
SFSGF = 23.57GF = 22.64
GF = 22.60FL21.1
2
FS = 20.76FS = 21.92GF = 23.77FF = 25.001.1, RET.TG
GF = 24.0320.50 TCFS
21.86 TC17.92 FS23.
3
F
G(19.99) FS18.37 FS FS
GF = 23.4320.54 TCFS = 22.77FL/GB 24.1 TRWTGGF = 22.83FS = 24.0029.7 TRW27.8 TRWGF = 22.4620.40 FS FS(18.17) FSFS = 20.50 FS 22.3 FGFS = 23.7727.5
T
R
W
5.8,
R
E
T
.GF = 23.60GF = 22.6323.50GF = 24.4222.3 FG20.6
3
FF = 23.00FS = 22.81
5.6, RET.FS
FL
18.9
0
FS = 20.2219
.
5
3
T
C
FS = 24.2022.81 TC
23.
3
9
F
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7
0
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R
E
T
.22.53 TC23.
8
9
T
C22.3 FGFL28.9
T
R
W(18.00) FS1.8, RET.21.58
TG
GF = 24.62 FS
30.1 TRW20.8
7
T
C
20.0
F
G18.42 TC20.2018.87 TC
GF = 20.37GF = 21.75GF = 22.66(20.00) FS26.18 FS20.5
T
R
W(19.03) FSFSGF = 19.1020.28
T
C
3.0,
R
E
T
.GF = 21.20GF = 19.80GF = 22.64 21.31 TCFS = 20.8719.22 FS30.8
T
R
W(19.53) FSFS = 19.2719.59 TCGF = 22.64
2
3
.
3
2
23.7
0
F
L21.4218
.
5
0
T
C 22.4018.79 FLFS = 23.94FS = 22.81
19.85 TC4.2, RET.19.99 28.9 TRW20.91 FL
FS = 20.4722.38 TC
GF = 23.1718.52 FS20.3
7
F
S
28.2 TRW22.96 TC
28.7
6
F
S
19.78
F
L 22.4022.34
24.3 FG19.29 TC FS PAD = 20.226.
1
8
24.9
T
R
W
23.
5
3
19.40 FS29.4 TRWFS = 23.27GF = 22.8322.90 TC
GF = 21.38PAD = 23.3FS = 22.81
24.0 FG19.35 FS FL(20.00) FS18.78 TC
22.46 FS
23.3 FGFS = 21.77FS = 25.0019.26 TC
28.
9
T
R
W
19.25 FS18.8
0
GF = 20.5922.64 TC
25.
9
F
G
HP20.81 FS19.55 TC18.78 TC
3.0,
R
E
T
.FS23.5 FG20.0
6
T
C18.64 TC4.6, RET.PAD = 24.3GF = 23.1018.26 TC18.50 TC31.0
T
R
W
FS
20.3
1
T
C20.51 TC(18.00) FS24.41
T
C
21.88 FL
GF = 19.00 TC21.4
3
FL19.5
6
F
L
18.
2
2
F
S GF = 23.702.9, RET.(18.50) TC4.4,
R
E
T
.18.878 TCHP28.71FF = 21.2019.3920
.
5
0
T
C GF = 22.05FS = 21.4020.5
F
G
HP
20.5
9
T
G
FS GF = 22.4220.4
5 22.3 FGFL(18.00) FS21.41 TC22.60
23.
3
2
F
S 5.5, RET.23.4 TRW22.40
23.91
F
L19.72 TC24.0 FG19.44 TCFF = 23.0020.49 TC18
.
0
0
T
C 18.50 FLFS = 22.81
17.
6
5
FS = 23.07TG19.77 FS22.4019.36 FSPAD = 22.317.
9
5
FL
FS
18.16 TC(19.96) FS24.2
0
T
C
23.1921.0
3
FS = 23.6022.4
0
GF = 20.3017.67 TC20.29
(1
8
.
9
6
)
F
L
S
18.28 FS GF = 23.3623.3
3
23.6518.28 FS
FL19.87
FL
PAD = 20.0 FL
FL
29.5 TRW22.83FL24.7
3FS20.6
7 GF = 22.8320.74FLFS
FS = 23.8724.5
5
20.75
FS
20.9
2
FF = 20.70(20.01) FS(17.50) FS FS
24.50 FS FS
18.37 FL 20.65
18.95 FS
22.7
622.16FS = 20.22 FG18.76 FS
23.4
9GF = 22.25 FS18.79 FS
24.
5
0FS
17
.
8
5
T
C FS = 21.60GF = 23.00 FGFS = 21.5623.7
2GF = 21.4322.1
9
26.08FS = 19.97GF = 20.26(20.00) FS21.58
FSFS = 21.17GF = 20.7028.4
7
F
S21.80FS
5.4, RET.20.13 FL21.43 FS
FS
FS
FS
19.45 TC
25.
2
0
T
C
20.8
2 FS = 23.0019.36 TC17
.
5
T
C
19
.
1
7
T
C FSFS = 24.79GF = 22.64
19.27 TC19.55 TC19.
5
0
(15.65) TC18.
4
718.77 FS18.
2
119.43 TC18.
2
1
FL/
H
P
17
.
7
9
T
C
16.82 FSTG
17
.
2
9
F
S
16
.
6
1
TG 18.92 FS19.33 TC20
.
3
5
T
C 19.42 TC18.83 FSJPAD = 18.7PAD = 18.72"GF = 18.90FS = 19.072"GF = 19.00FS = 19.17GF = 21.10FS = 21.272"FS = 18.952"50'32'32'12'18'94'C/L 43'C/L44'44'33'33'11'11'12'W = 35'88'C/LEX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACE
302
6
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2
0 23221918172
9
2
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.
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R
/
WEXIST. R / W VACATION32'N41°00'06"E 33'N41°00'06"E
SET 2" BRASS DISK IN CONC. CURBSTAMPED "CITY OF RANCHOCUCAMONGA BM 10054 1987" AT N/ECOR. OF BASELINE ROAD & MILLIKENAVE., AT WEST END OF CATCH BASIN.NO. 10054ELEV.=1328.075WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647CONCEPTUAL GRADING PLANCG-02(35.00) EXISTING ELEVATIONTCEPFLGBTOP OF CURBEXISTING PAVEMENTFLOW LINEGRADE BREAKFSFINISHED SURFACEFFFINISHED FLOORPAD=PAD ELEVATIONSTREET LIGHT FIRE HYDRANTINDICATES PROPOSED ACPAVEMENTINDICATES SLOPEFGFINISHED GRADECBCATCH BASINR/WRIGHT OF WAYINVINVERT ELEVATIONRETAINING WALLWQWATER QUALITY BMPBEST MANAGEMENT PRACTICEACCESSIBLE CROSSINGINDICATES PROPOSEDCONCRETE SURFACEELECTRICAL TRANSFORMERDOUBLE DETECTOR CHECK VALVEJ:\126-2647\tentative\CG02.dwg, 1/10/2022 1:52:21 PM, dmartinez
BASEPOINTBASEPOINTGAR. 01 / A2KPKPKPKPKPKPGAR. 03 / B1BASEPOINTKPUP18RGAR. 03 / B1BASEPOINT
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KPKPKPKPKPKPKPKPKPKPKPKPKPKPKPUP18RKPKPKPKPKPKPKPKPKPKPUP18RUP18RSS/CBASEPOINTELECTRICAL MAINSERVICEGAR. 06MPOE KPKPKPELECTRICALKPKPKPKPKPKPKPKPKPKPUP18RFIRERISERKPKPKP
UP18RKPKPKPKPKPKPKPKPKPKP KPKPKPKPUP18RUP18RKP
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KPUP5' DIA.1234252627282930313233343536373839406830"244930"244930"2449
30"244930"24
4930"2449(30.29) TC(29.64) FL(30.65) TC(29.97) FL(31.04) TC(30.35) FL(30.62) TC(29.92) FL(30.36) TC(29.76) FL(29.15) TC(28.48) FL(28.12) TC(27.45) FS(2
6
.
7
4
)
T
C(26.11) FS(23.75) TC(23.09) FL(20.46) TC(19.80) FL(17.16) TC(16.50) FL(13.84) TC(13.20) FL(29.88) TC(29.24) FL(29.85) TC(29.17) FL4.5%3.1%3.3%1.4%1.4%2.0%2.1%2.9%2.0%2.0%3.0%4.6%2.0%2.0%2.0%
2.0%
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2.0%2.3%64'AABCGGIHYEXIST. R/WEXIST. R/WEXIST. R/WEXIST. R/W44 L==N58°48'01"W33''293624'LR='R='N78°03'21"E 636
'30'036'N77°43'56"E4'' L=41=L'6392=R68192=RN5°33'50"W 196'3.52%4.87%4.62%4.85%1.33%3.49%4.7%2.08%1.0%2.94%3.13%4.74%2.40%3.37%4.59%1.7%0.8%2%2.0%2"2"0.7%0.71%2"1.7%2"0.5%2"2"6.5%2"2"4.7%2"2%2"3.74%4.8%3.7%1.7%2"0.5%2"2"2%2"2"2"2"7.97%2"2.0%2.20%2"0.8%4.07%2%2"2"2.0%2"3.4%2.0%2.0%2"2%2.0%2"2"0.6%2"1.7%3:12:12.0%0.96%0.5%2"2"2"2"3.7%0.6%2.0%2"2"2"5.94%0.6%0.5%2"0.6%0.5%2"2"2.0%0.5%0.5%3:12"2"2.0%2"2"2"2"5.942"1.5%2"2"6%0.7%4.8%3.5%PAD = 17.3PAD = 17.3FLFS24.1421.23 23.38GF = 25.70FS20.8419.98PAD = 17.318
.
0
0
6.5, RET.TG24.35 GF = 24.835.5, RET.FS = 24.84PAD = 16.3 FS
24.80FS = 23.636" R/SPAD = 16.3 FS
3.0, RET. FS FS 24.1 FG19.81 FL 20.63 TCGF = 20.0523.
6
0
FS19.04 FS21.28 FS
0" CFFF = 19.4021.97 FL20.78 21.78 TC
25.0322.47 TC
20.06 TC
FL17.64
FS3.0,
R
E
T
.
19.35 TC
FS
18
.
0
0
T
C GF = 24.00FSFS
28.
4
7
FS = 22.9422.
0
3
17.64 FS
19.56 FS17.50 FS18
.
9
0
F
S
22.0219.54 TC19.89 TGFS20.0018
.
4
0
F
S
0" CF
FL
0" CF
FL
30.26 FS30.41 FS
18
.
3
2
F
S
19.86 FS19.66 FL19.00 TC GF = 21.23FS
GF = 25.8718.79 FS20.0020.27 TC0"
C
F GF = 22.3019.40
GF = 25.83GF = 23.6024.5722.
2
5
F
S19.764.7,
R
E
T
.26.00GF = 25.0020.15 FS
23.
5
3
F
L
18.50 FSFS
24
.
8
6
22.85
FS17.6123.56 TC
GF = 21.60FS = 25.00FS = 25.1724.93FS19.17 21.16 TC 20.40 TC19.90 FS24.
2
7 FS25.
4
2
FSPAD = 25.322.63
FF=25.67FS14
.
2
8
21.
7
4
TG FS = 24.3819
.
0
0
F
S
FS
31.5 TRW18.94 FSFS = 26.00FSFS
GF = 25.6022.6723.87 TC19.00 TCFF = 24.77GF = 25.403.0, RET.
FS GF = 24.3623.
9
7
29.6 TRWFS = 24.599 @ 6-3/4"FF = 18.00FL
24.5 FG0.5, RET.
19
.
6
5
F
S
FS
FL26.88FLFSFS = 22.44PAD = 20.124.
8
6 26.0023
.
2
1 23.37 FS21.
5
3
24.
1
1
F
S FSPAD = 24.123.1026.0 FGGF = 22.2724.90FSGF = 25.3318
.
1
7
F
L
18.72 TC
PAD = 25.628.37GF =28.47 FS 0.5, RET.5.5, RET.31.5
T
R
W
GF = 24.6720.7 FG
FS5.5,
R
E
T
.FSFF = 25.0023.50
22.27 TCFSTGGF = 25.77GF = 25.44F
S
21.
8
0
T
G GF = 24.0325.
7
0
T
C5.5, RET.FS = 21.47GF = 25.28FL
30.8
6FS = 21.77GF = 22.70FS =22.
9
0
F
L
26.0025
.
7
9
14.6423.17TG
T
G GF = 24.60TG18
.
0
0
T
C
FF = 26.00FS = 21.0217.0026.0
F
GFSGF = 20.60FS21.0723.5031.08FSFS = 23.7727.5 TRW
FSGF = 23.60FS/GB17.8828.26GF = 23.14FSGF = 24.4218.00 TC24.30 FS5.6, RET.FS
23.
8
5
F
SFS = 22.87FS = 20.2221.
3
8
T
C FS = 24.20FS
23.39 FS
FS
FS = 23.77GF = 24.2118.004.1, RET.19.35 FS17.50 FL23.
1
9
F
S 22.4923.89 TC
21.40FSFL FSFS = 20.77GF = 24.40GF = 23.9017.31GF = 24.6225.
4
3
T
C
1.8, RET.30.1 TRW20.87 TC 20.0 FG
25.
0
6
21.2320.2031.0
T
R
W
23.04 TC
16.320.5 TRW
FF = 26.2721
.
4
3
FS
FLGF = 19.8017.87GF = 25.11GF = 25.27FG30.8 TRW
21.1
3
F
S 22.8224.50 FS
GF = 25.6020.41 TCFF = 17.00
19.69 TG
FS = 24.98FF=25.0022.
6
4
F
L
25.
7
0
F
SFF = 18.0024.
6
5
T
C
25.
3
F
G
FSTG4.2, RET.25.
3
F
G
23.
1
0
T
C
24.
3
5
T
CFSFS = 20.4725.
2
0
F
L
31.0 TRW
5.5, RET.21.77 FSGF = 24.8120.37 FS 28.2 TRWFSGF = 23.96GF = 20.8522.0
2
F
LFS = 20.2430.93 FSFS = 22.531
8
.
7
1
FS
22.54 FS24.9 TRW
26.
2
0
T
CGF = 20.0724.
6
5
F
L
/
G
B
1.7,
R
E
T
.31.5 TRW19
.
9
1
F
S
27.
0
T
R
W FSFS = 23.3023.
1
4
T
C
22.5 TRW
FS20.19 FL
25.46GF = 23.5024.0 FG18.95 TC24.
9
3
F
L
22.
1
5
F
L
FS
18.78 TC
FS = 25.2523.
6
9
T
C
FL/
G
B
25.
3
F
G FSPAD = 22.519.25 FS26.0021.
2
5
FS
FS = 24.60FL21.
8
5
F
S
26.0
F
G
HP
0.5,
R
E
T
.
FL19.55 TC20.5 FG
FS3.0, RET.GF = 25.60FS = 24.7720.06 TC
20
.
8
0 PAD = 24.331.5 TRW18.42 TC25.
1
5
T
C
31.0 TRW22.9620.31 TC 30.5 TRW25.
3
8
24.41 TC
22.16 TC30.
0
T
R
WFSGF = 18.45 FL24.
6
1
T
C
24.
5
5FL19.56 FL 24.5018.22 FS GF = 23.7023.
5
0
FS
22.
6
0
F
S
20.
5
7
F
L
4.4, RET.GF = 21.30FSGF = 25.50FF = 18.0019.39FS = 21.4020.
8
2
F
L
20.5 FG
20.46FS
19
.
5
0
T
C
22.5
2
T
C
24.38F
S
23.32 FS
FLGF = 24.57FS = 22.4726.0 FG22.
3
0
T
C
20.95
23.91 FL
26.0 FG31.5
T
R
W19.44 TC0" C
F
24
.
9
9
FS
17.92 FS0"
C
F
20.35 FSTG19.77 FSGF = 24.1923.
4
0
T
C FS = 23.6729.49GF = 23.4724.
7
6
20.1619.11 FS24
.
7
3
17.55
25.
2
2
FS FS = 23.60GF = 20.30GF = 22.7720.30
TG
18.28 FS
30.87TG
21.66 FS23.65TG 19.87PAD = 20.0GF = 22.363.2,
R
E
T
.GF = 25.0824.73
FS30.6
5FS = 23.87GF = 22.5324.55
5.5,
R
E
T
.FF = 20.7024.50 FSFS
17.50 FSFS = 25.7720.
8
8
F
L
23.
6
8
F
S20.3030.9
3
F
S
31.5
T
R
W
FS = 22.7023.82
26.
0
0
24.50
GF = 24.4324.
1
2
0:
C
F
22.
3
5
T
C
20.00 FLFS = 19.9721.67
24.
1
5
F
L
22.
3
5
F
L
24.6 TRW
FF = 23.1728.4
7
F
SFF = 21.7728.47 FS
FSFS20.13 FL FS
FS = 24.17FL
18.82 FL
FS
FSFS28.
5
T
R
W
24.
0
3
T
C
24.
3
6
FS24.59FS = 24.79FF = 17.00FL23.95
18.4718.2118.21TG TG JPAD = 18.744'44'33'33'11'11'12'W = 35'64'57'126'60'66'47'58'7'4'13'8'40'VARIES13'49'VARIES8'VARIESW = 35'88'C/LC/L25.84FSF
S
28
.
8
4
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EX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACE18
.
0
0
F
S
RAMP
17.00 TCFF = 17.00 FF=18.00PAD=17.3PAD = 16.3 30262220 23242320192925212122
252219182824202421
242218272320
2223211819SET 2" BRASS DISK IN CONC. CURBSTAMPED "CITY OF RANCHOCUCAMONGA BM 10054 1987" AT N/ECOR. OF BASELINE ROAD & MILLIKENAVE., AT WEST END OF CATCH BASIN.NO. 10054ELEV.=1328.075WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647CONCEPTUAL GRADING PLANCG-03(35.00) EXISTING ELEVATIONTCEPFLGBTOP OF CURBEXISTING PAVEMENTFLOW LINEGRADE BREAKFSFINISHED SURFACEFFFINISHED FLOORPAD=PAD ELEVATIONSTREET LIGHT FIRE HYDRANTINDICATES PROPOSED ACPAVEMENTINDICATES SLOPEFGFINISHED GRADECBCATCH BASINR/WRIGHT OF WAYINVINVERT ELEVATIONRETAINING WALLWQWATER QUALITY BMPBEST MANAGEMENT PRACTICEACCESSIBLE CROSSINGINDICATES PROPOSEDCONCRETE SURFACEELECTRICAL TRANSFORMERDOUBLE DETECTOR CHECK VALVEJ:\126-2647\tentative\CG03.dwg, 1/10/2022 11:23:35 AM, dmartinez
MC DONALDS(N.A.P.)SS/CUP18R222PRINTER222PRINTER 22PRINTER22PRINTER22
UP UP5' DIA.5' DIA.3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN
4.0% RAMP UP @ 247' = 10'-0"1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UP30"244930"244930"244930"244930"
24
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24
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T
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F
L
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4
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8
.
9
7
)
T
C
(0
8
.
3
2
)
F
L
(14.27) TC(13.71) FL(14.05) TC(13.51) TC(13.63) TC(13.14) FL(9.22)TC(9.
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T
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2.0%2.0%2.0%
2.0%
2.0%CDIYEXIST. R/WEXIST. R/WEXIST. R/WEXIST. P/L250'EXIST. R/WEXIST. P/L1='L9'5N0°14'48"W 97'6151=R71=L'N5°33'50"W 196'43R=2936' L=21'9'23=1R2=4'LN04°57'42"E'15'3N05°43'09"E92=L=39'RR=2938'34'N83°58'58"W 136'N45°38'18"E6N0°08'55"W 247'E4.62%1.33%3.49%7.65%
7.65%4.7%2%1.0%3.13%4.74%3.37%4.59%27'
1.8%2%1%2%1.7%0.5%6.5%8.0%1.7%2%1.2%2%4.8%2.0%3:13:10.96%2%2.0%3:12%0.7%PAD = 17.3PAD = 17.3PAD = 16.3PAD = 15.3PAD = 13.3 17.17 FSPAD = 10.3PAD = 17.318
.
0
0
PAD = 16.3(18.86) FS6" R/SPAD = 16.3
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9'
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C/LC/LVARIES W = 50'(EXIST.)VARIES60'47'40'
EX. CURB & GUTTERTO REMAIN IN PLACE
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PAD = 10.3PAD = 10.311.60 FS12.10TC1.20%121917211916201815141318
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FS 13.80 FS14.30 TC13.70 FS14.20 TC13.25 FL13.00 FL13.50 FS14.00 TC13.30FS13.50 FS13.60 FS12.70 FS13.50 FS13.50 FS 13.60 FS3.4%3.9%3.1%3.3%1%1.8%1.8%1.5%1%0.56 %08.67 TC08.00 FLSET 2" BRASS DISK IN CONC. CURBSTAMPED "CITY OF RANCHOCUCAMONGA BM 10054 1987" AT N/ECOR. OF BASELINE ROAD & MILLIKENAVE., AT WEST END OF CATCH BASIN.NO. 10054ELEV.=1328.075WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647CONCEPTUAL GRADING PLANCG-04(35.00) EXISTING ELEVATIONTCEPFLGBTOP OF CURBEXISTING PAVEMENTFLOW LINEGRADE BREAKFSFINISHED SURFACEFFFINISHED FLOORPAD=PAD ELEVATIONSTREET LIGHT FIRE HYDRANTINDICATES PROPOSED ACPAVEMENTINDICATES SLOPEFGFINISHED GRADECBCATCH BASINR/WRIGHT OF WAYINVINVERT ELEVATIONRETAINING WALLWQWATER QUALITY BMPBEST MANAGEMENT PRACTICEACCESSIBLE CROSSINGINDICATES PROPOSEDCONCRETE SURFACEELECTRICAL TRANSFORMERDOUBLE DETECTOR CHECK VALVEJ:\126-2647\tentative\CG04.dwg, 1/10/2022 1:50:36 PM, dmartinez
R/WTRACT BOUNDARYCL64'MILLIKEN AVENUE20% MAX5% MIN11.5'EXISTING BUS TURNOUT7'EXIST. GROUTED MEDIAN4'-21'TYPICAL SECTION B-BSCALE: 1"=5'EXISTING FSEXISTING FS2% MAX4.7' MAX
RET. WALL
PROP. SW8" MIN.FF=26.0012'R/WTRACT BOUNDARYCL47.66'MILLIKEN AVENUE20% MAX5% MIN8" MIN.10'EXIST. GROUTED MEDIANTYPICAL SECTION C-CSCALE: 1"=5'EXISTING FSPROP. SW2% MAX2:1 MAXPROPOSED FGSLOPE13'FF=18.00R/WTRACT BOUNDARY2:1 MAX SLOPEPROPOSED FGCLMILLIKEN AVENUE10'EXIST. GROUTED MEDIANTYPICAL SECTION D-DSCALE: 1"=5'EXISTING FSPROP. SW2% MAX13'8"
M
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M
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RET. WALL26'FF PER PLANFF PER PLAN2% MINDRIVE LANE TYPICAL STREET SECTION G-GSCALE: 1"=5'1% MIN16% MAXGUTTER2.50'1% MIN16% MAXBUILDING LINEBUILDING LINE2.50'26'FF PER PLANFF PER PLANVARIESDRIVE LANE TYPICAL STREET SECTION H-HSCALE: 1"=5'1% MIN16% MAXGUTTER2.50'19' MIN.BUILDING LINEBUILDING LINEPARKINGVARIES2% MAX5'26'VARIESDRIVE LANE TYPICAL STREET SECTION I-ISCALE: 1"=5'VARIESGUTTERVARIESANGLE-PARKINGVARIESANGLE-PARKINGCURBCURB2% MAX5'FFFLOWLINE@2% MIN.AREA DRAINWHERE INDICATEDTYPICAL GRADING ADJACENT TO BUILDINGSCALE: 1'=2'8" MIN.5% MIN.20% MAX2% MAXSIDEWALK26'2.0%DRIVE LANE TYPICAL STREET SECTION J-JSCALE: 1"=5'2%GUTTERVARIESANGLE-PARKINGVARIESANGLE-PARKINGCURBCURB2% MAX2%2%VARIESSIDEWALKVARIESCL13'13'5.5' MAX
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RET. WALL
VARIESURBAN SIDEWALK2%28'22'49'6'3'7'11'RAISEDCYCLE TRACKCYCLEBUFFERWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647SECTIONSCG-05J:\126-2647\tentative\CG05.dwg, 1/10/2022 11:36:35 AM, dmartinez
CLCHURCH STREETEXIST R/WFF=11.00FOOTHILL BLVDEX. SURFACEFF=14.00FF=17.00FF=21.40GARAGEFF PERPLANDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYFF=24.77WALKWALKWALKWALKWALKWALKWALKGARAGEFF PERPLANGARAGEFF PERPLANGARAGEFF PERPLANWALKWALKRET. WALLRET. WALLR/WCL65'49' TYPICAL SECTION Y-YSCALE: 1"=30'EX. SURFACEFF=16.00FF=15.00FF=18.00FF=21.20GARAGEFF PERPLANGARAGEFF PERPLANGARAGEFF PERPLANFF=24.00GARAGEFF PERPLAN TYPICAL SECTION Z-ZSCALE: 1"=30'POOLCHURCH STREETR/WCL49'P/LWALKWALKWALKRET. WALLDRIVEWAYDRIVEWAYWALKWALKDRIVEWAYDRIVEWAYEX. SURFACE(PARKING)WALLWALLEX. SURFACE(0
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5' DIA.414243444546474830"24
494.8%7.2%NOEXIST. R/WEXIST. R/WPROP. R/W78'PAD = 9.3PAD = 10.3FF = 10.00FF = 11.00FF = 11.00FF = 11.00PAD = 10.3PAD = 10.3N14.50'CLEXIST. PLR=3000.00'R=2946.00'R=2944.00'R=2922.00'FF=11.00FOOTHILL BLVD*SIDEWALKSECTION N-NSCALE: 1"=10'2% MAX92.5'N'LY R/WPROP.78'14.5'66'3'9'EX. SURFACEEXISTINGMED. NOSECL2% MAX15'VAR.LANDSCAPE24'SIDEWALKN'LY R/WEXIST.66'2%42'2'22'P.C.C. CONCRETER/WTRACT BOUNDARYEXISTING FS2% MAXPROPOSED FGSECTION 0-0SCALE: 1"=10'8.3'±8.6'±PATIOMILLIKEN AVE2:1 MAXWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647SECTIONSCG-06ENLARGED DETAIL1"=20'TRANSIT LANE ---------------- 13'#1 VEHICLE LANE ------------- 11'#2 VEHICLE LANE ------------- 18'BUFFER ------------- 4'BIKE LANE --------- 7'BUFFER ------------- 4'PARALLEL PARKING--------- 9'TOTAL LANE WIDTH -------- 66'FUTURE LANE CONFIGURATION:*J:\126-2647\tentative\CG06.dwg, 1/10/2022 3:39:13 PM, dmartinez
AZ Lic. ROC070465 A, ROC047067 B-4, ADWR 363CA Lic. 886759, C-42, C-57, HAZ.Also licensed in the following states: MT, NM, NV, OR, TX, UT, and WA.U.S. Patent No. 4,923,330 - TM Trademark 1974, 1990, 2004ESTIMATED TOTAL DEPTH WITH 10' PENETRATION INTO PERMEABLE SOILS
SETTLING CHAMBER DEPTH 1631110166" Ø12414131518143991920RISER HEIGHT 7201619CROSSOVER HEIGHT11
14117PRIMARY
CHAMBER DEPTH
22232432 30" Ø SOLID2 30" Ø43ITEM NUMBERS5ESTIMATED TOTAL DEPTH WITH 10' PENETRATION INTO PERMEABLE SOILS
SETTLING CHAMBER DEPTH
1631110166" Ø12414131518143991920RISER HEIGHT
72232 30" Ø SOLIDINLET PIPEINVERT24
23DEPTH OF SLURRY
1.MANHOLE CONE - MODIFIED FLAT BOTTOM.2.BOLTED RING & GRATE/COVER - DIAMETER & TYPE AS SHOWN. CLEANCAST IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS.BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIMELEVATION ±0.02' OF PLANS.3.STABILIZED BACKFILL - TWO-SACK SLURRY MIX.4.PRE-CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLEAND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE.5.INLET PIPE/OUTLET PIPE (BY OTHERS). SEE SEPARATE PLAN FOR INVERTELEVATIONS.6.GRADED BASIN OR PAVING (BY OTHERS).7.COMPACTED BASE MATERIAL, IF REQUIRED (BY OTHERS).8.FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASEPRIMARY AND SECONDARY CHAMBER DEPTHS AS NEEDED TO MAINTAINALL INLET PIPE ELEVATIONS ABOVE RISER PIPE.9.NON-WOVEN GEOTEXTILE SLEEVE - MIRAFI 140 NL. MIN. 6 FT Ø. HELDAPPROX. 10 FEET OFF THE BOTTOM OF EXCAVATION.10.PUREFLO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITHVENTED ANTI-SIPHON AND INTERNAL 0.265" MAX. SWO FLATTENEDEXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPOXY COATED.11.MIN. 6' Ø DRILLED SHAFT.12.RISER PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL.13.DRAINAGE PIPE - ADS HIGHWAY GRADE OR SCH. 40 PVC WITH TRI-ACOUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS. DIAMETER ASNOTED.14.ROCK - WASHED, SIZED BETWEEN 3/8" AND 1-1/2".15.FLOFAST® DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREENWITH 32 SLOTS PER ROW/FT. WITH TRI-B COUPLER. OVERALL LENGTHVARIES, UP TO 120" WITH TRI-B COUPLER.16.ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ.CAPACITY. TYPICAL, 2 PER CHAMBER.17.FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BYCUSTOMER AT PROJECT COMPLETION. GRATED ONLY.18.MIN. 4' Ø DRILLED SHAFT.19.BASE SEAL -CONCRETE SLURRY20.6 PERFORATIONS MINIMUM PER FOOT, 2 ROWS MINIMUM.21.NOT USED.22.DUAL INTAKE SCREEN - 4" Ø SCH. 40 PVC 0.120" MODIFIED SLOTTED WELLSCREEN WITH 32 SLOTS PER ROW/ FT. OVERALL LENGTH WITH TRI-BCOUPLER PER DETAIL. REFER TO "DETAIL A" HEREON.23.VENTED ANTI-SIPHON INTAKE WITH FLOW REGULATOR.24.CONNECTOR PIPE - 4" Ø SCH. 40 PVC (TYPICAL); OR AS SHOWN ON PLANS27. 4" Ø SCH. 40 PVC TEEDEPTH OF SLURRY
816' MIN SEPARATIONCLCL16' MIN SEPARATIONCL23272227242322DETAIL "A"PLAN VIEWCROSS-SECTION VIEW40'
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UP UP5' DIA.5' DIA.UP30"2449 30"244930"244930"24 4930"24
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4930"2449DA 1AREA = 194,479 SF (4.46 AC)IMP = 0.80DCV = 16,571 CF, 0.38 AC-FTQbmp = 0.87 CFSDA 2AREA = 446,556 SF (10.25 AC)IMP = 0.80DCV = 38,051 CF, 0.87 AC-FTQbmp = 2.01 CFSDA 3AREA = 150,535 SF (3.45 AC)IMP = 0.80DCV = 12,827 CF, 0.29 AC-FTQbmp = 0.68 CFS232333DIVERSIONMANHOLEDIVERSIONMANHOLE1111111111111200'38'
26'26'
265'28'DIVERSIONMANHOLEEXIST. R/WEXIST. P/LEXIST. R/W EXIST. R/WEXIST. R/WEXIST. P/LEXIST. R/WEXIST. R/WEXIST. P/L CHURCH STREETFOOTHILL BOULEVARDELM STREET
MILLIKENAVENUEINGRESS / EGRESS (TYPICAL)INGRESS / EGRESS(TYPICAL)GAS STATION(N.A.P.)MC DONALDS(N.A.P.)EXIST. R/WEXIST. R/WNON-DISTURBEDAREA26'26'111111EXIST. R/WWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647JANUARY 20224 NUMBERED LOTS18.99 ACRES GROSS18.56 ACRES NETIN THE CITY RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIABEING A SUBDIVISION OF PARCEL 1, 2, AND 5 OF PARCEL MAP No. 15424 AS PER PLAT RECORDED IN BOOK 191,PAGES 46 THROUGH 48 AND OF PARCEL MAP No. 15455, AS PER OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.APN: 1077-422-51, 52, 54, 55 AND 1090-121-28NTSVICINITY MAPMILLIKEN CHURCHMAYTEN PROJECT LOCATIONELM
FOOTHILLSTREETAVENUE
AVENUEEUCALYPTUSSTREET
AVENUEBOULEVARDSPRUCE
AVENUE OWNER/DEVELOPERCIVIL ENGINEERMADOLE & ASSOCIATES, INC.CONSULTING CIVIL ENGINEERS,PLANNERS AND SURVEYORS9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comLEGEND:DRAINAGE AREA BOUNDARYMAXWELL lV INJECTION WELLDADRAINAGE AREASFSQUARE FEETCFCUBIC FEETDCVDESIGN CAPTURE VOLUMEIMPIMPERVIOUS RATIOQbmpWATER QUALITY FLOW RATEPSCPRIMARY SETTLING CHAMBERSTORM DRAIN STENCIL: PER CITY OF RANCHOCUCAMONGA STD. PLAN No. 301, NOTE #8.1NO DUMPINGWE LIVE DOWN STREAMCITY OF RANCHO CUCAMONGANOTES:TOTAL WATER QUALITY TREATMENT AREA = 562,685 SF (12.9 AC)EXISTING SITE IMPERVIOUS AREA = 0 SF (0 %)PROPOSED SITE IMPERVIOUS AREA = 450,148 SF (80%)WATER QUALITY MITIGATION SUMMARYSTORMWATER RUNOFF AND NUISANCE FLOWS FROM THEPROJECT SITE WILL BE INTERCEPTED BY AREA DRAINS ANDCATCH BASINS THROUGHOUT THE SITE. BEFORE THE WATERLEAVES THE PROJECT SITE A DIVERSION MANHOLE WILLINTERCEPT THE WATER QUALITY RUNOFF AND ROUTE IT INTOTWO DETENTION PIPES THAT WILL RETAIN THE WATERQUALITY FLOWS WHILE ATTACHED TORRENT RESOURCESMAXWELL PLUS DRAINAGE SYSTEMS TREAT AND INFILTRATETHE WATER QUALITY RUNOFF.NOTES:1.ALL SOILS GROUP A2.PRELIMINARY DESIGN OF INFILTRATION SYSTEMS ARESUBJECT TO CHANGE UPON RESULTS OF FINALGEOTECHNICAL REPORT AND RECOMMENDATIONS.3STORM DRAIN STENCIL: "NO DUMPING WE LIVEDOWNSTREAM" OR CITY APPROVED EQUAL TO DISCOURAGEHARMFUL AND ILLEGAL DUMPING (NOTE: NOT ALL CATCHBASINS TO CONTAIN CATCH BASIN STENCIL SHOWN ON MAP.ALL CURB OPENING CATCH BASINS, WIDTH OF 3.5 FEET ORGREATER WILL BE STENCILLED PER CITY OF RANCHOCUCAMONGA STD. PLAN No. 301, NOTE #8).60" CMP RETENTION PIPE: THE RETENTION PIPE WILLSTORE WATER QUALITY RUNOFF VOLUME AS THE MAXWELLlV INJECTION WELLS INFILTRATE THE RUNOFF.LIST OF LID BMPS2MAXWELL PLUS DRAINAGE SYSTEM: STORMWATER FROMTHE RETENTION PIPE WILL FIRST ENTER THE SYSTEMSPRIMARY SETTLING CHAMBER. THE CHAMBER WILL HAVE ASUMP DEPTH OF 6 FEET WHERE TRASH, DEBRIS, ANDSEDIMENTS WILL SETTLE ON THE BOTTOM AS THECHAMBER FILLS. THERE WILL BE AN ABSORBENT SPONGEFLOATING ON THE WATER SURFACE TO COLLECT OILS ANDPOLLUTANTS FROM THE RUNOFF. ONCE THE CHAMBER ISFULL THE PRIMARY SETTLING CHAMBER WILL ROUTEFLOWS TO TWO (2) CONNECTED INJECTION WELLS. THEINJECTION WELLS WILL INFILTRATE WATER VERTICALLY TODEPTHS UP TO 40 FEET.1& INSPECTIONS:WDCC MILIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVENUEUPLAND, CA 91786FOR MAINTENANCERESPONSIBLE PARTYWATER QUALITY BMP MAINTENANCE SCHEDULEBMPMAINTENANCEFREQUENCYTORRENTRESOURCESMAXWELL PLUSDRAINAGESYSTEMSCLEARING ANDVACUUMING OFSEDIMENT AND DEBRISWITHIN STORAGE AREAPER MANUFACTURER'SRECOMMENDATIONS.2x/YEAR MINIMUM(APRIL AND OCTOBER)AND AFTER MAJOR RAINEVENTS60" HDPEDETENTIONPIPESCLEARING ANDVACUUMING OFSEDIMENT AND DEBRISWITHIN PIPE PERMANUFACTURER'SRECOMMENDATIONS.STORM DRAINSTENCILINGREPLACEMENT OFSTORM DRAIN STENCILTO MAINTAIN VISIBILITY.AS NEEDEDALL FUTUREAPPLICABLESTRUCTURAL SOURCECONTROL ANDNON-STRUCTURALSOURCE CONTROLBMPSMAINTENANCE,INSPECTION, REPAIR,ETC. AS APPLICABLEFOR ALL BMPs THATAPPLY DURING FINALDESIGN OF PROJECT.TO BE DETERMINEDWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVEUPLAND, CA 91786CONTACT: BRIAN JACOBSON(909) 579-1214 OFFICEEmail: Brian,Jacobson@lewismc.comSET 2" BRASS DISK IN CONC. CURBSTAMPED "CITY OF RANCHOCUCAMONGA BM 10054 1987" AT N/ECOR. OF BASELINE ROAD & MILLIKENAVE., AT WEST END OF CATCH BASIN.NO. 10054ELEV.=1328.075BENCHMARKPWQMP-012x/YEAR MINIMUM(APRIL AND OCTOBER)AND AFTER MAJOR RAINEVENTSJ:\126-2647\tentative\PWQMP\PWQMP-01.dwg, 1/10/2022 3:20:08 PM, dmartinez
GAS STATION(N.A.P.)MC DONALDS(N.A.P.)(10.37 )FS(08
.
6
9
)
FS
(09
.
0
8
)
FS (09.62)FS(08.51)FS(10.85 )FS(08
.
6
1
)
FS
08.67 TC08.00 FL11.
9
6
T
C
11.
2
9
F
L (26.39) TC(25.78) FL(25.86) TC(25.19) FL(24.89) TC(24.22) FL(23.78) TC(23.31) FL(23.09) TC(22.42) FL(22.87) TC(22.20) FL(21.83) TC(21.16) FL(20.49) TC(19.82) FL(19.68) TC(19.01) FL(18.93) TC(18.26) FL(18.39) TC(17.72) FL (27.75) TC(27.11) FL(28.11) TC(27.44) FS(27.92) TC(27.25) FS(28.37) TC(27.70) FS (28.59) TC(27.90) FL (28.98) TC(28.31) FL
(29.
4
1
)
T
C
(28.
7
6
)
F
L
(30.29) TC(29.64) FL(30.65) TC(29.97) FL(31.04) TC(30.35) FL(30.62) TC(29.92) FL(30.36) TC(29.76) FL(29.15) TC(28.48) FL(28.12) TC(27.45) FS(26.74) TC(2
6
.
1
1
)
F
S
(23.75) TC(23.09) FL(20.46) TC(1
9
.
8
0
)
F
L(17.16) TC(16.50) FL(13.84) TC(13.20) FL(11.47) TC(10.78) FL(
1
4
.
4
5
)
TC
(1
3
.
7
3
)
T
C
(1
3
.
3
0
)
F
L
(1
3
.
5
4
)
T
C
(1
3
.
0
8
)
F
L
(1
2
.
8
8
)
T
C
(1
2
.
4
3
)
F
L
(10.05) TC(09.35) FL(0
8
.
9
7
)
T
C
(0
8
.
3
2
)
F
L (18.79) TC(18.35) FL(2
9
.
8
8
)
T
C
(2
9
.
2
4
)
F
L(29.85) TC(29.17) FL(27.54) FL(27.25) TC(26.60) FL(21.15) TC(20.50) FL(18.30)TC / FL(
1
4
.
2
7
)
TC
(
1
3
.
7
1
)
F
L
(
1
4
.
0
5
)
TC
(
1
3
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5
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TC(13.63) TC(13.14) FL(9.22)TC(9.
3
0
)
T
C
(1
0
.
1
7
)
T
C 4.5%3.1%3.3%1.4%1.4%2.0%2.1%2.9%2.0%2.0%2.0%2.0%2.0%3.0%4.6%4.2%3.0%3.0%2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.2%
2.0%2.3%44'50'64'AAFABCDGGGHIIHYY31'145'EXIST. R/W
EXIST. R/W32'R = 241' L = 42'EXIST. P/LEXIST. P/L
EXIST. R/W EXIST. R/WEXIST. R/WEXIST. R/WEXIST. P/LR = 96'EXIST. R/W
EXIST. R/WEXIST. R/WL = 24'N89°15'55"WEXIST. P/L250'EXIST. R/WEXIST. R/WEXIST. P/L
N0°08'55"W R = 201' L = 140'414 L===N58°48'01"W33'''N11°56'39"W2936=N89°51'05"E 126'024'LL9R=R'5R=''5N78°03'21"E
636
'300N0°14'48"W 97''6036'1N77°43'56"E4'6'N89°51'05"E55'' L=34511==LR''6831922==LR'6N78°03'21"E 244'817934'12' L===1044LRR='N5°33'50"W 196'43R=2936' L=21'214'9'
N01°41'24"E
23=1R2=4'LN04°57'42"E'15'3N05°43'09"E92=L=39'RR=2938'34'N83°58'58"W 136'N45°38'18"EN89°51'05"E N0°08'55"W 252'
32'N41°00'06"E118'N00°08'55"W
6N0°08'55"W 247'ZZE3.52%4.47%4.87%2.00%2.1%4.62%4.85%1.33%3.49%7.65%
7.65%4.7%3.8%2.08%2%4.49%1.0%2.94%3.13%1.97%4.74%2.40%4.0%3.37%4.59%27'1.7%1.8%2.4%0.8%
2%2%1%2%2.0%2"2"0.7%0.71%2"2"1.7%2"0.5%2"0.6%2"2"2"6.5%2"2%2%2"2"2%2"8.0%4.7%2"2%2"2"3.74%4.8%3.7%2"0.7%1.7%2"0.5%2"2"2"2%2"2"2%2"2"2"2"7.97%7.25%2"2"1.2%2"2"2.0%0.5%2%2.20%2"0.8%2"4.07%2%2"2"2%0.5%
4.8%2"2"2.0%2"2"3.4%0.5%2"2.0%2.0%2"2%2.0%2"2"2"2"0.6%5.95%2%0.6%2"1.7%3:13:12:12"2.0%2"0.96%0.5%2"2"2"2"2"5.952"3.7%0.6%2%2.0%2"2"2"2"5.94%2"1.2%0.6%2"0.5%2"2"0.6%0.5%2"0.5%2"2.0%2"2%0.5%2"0.5%0.5%3:12"2"1.0%2"2"2.0%2"2%2"2"2"2"2"5.942"2"0.5%2"2"1.5%2"2"2"2"2"0.6%1.1%6%0.7%4.8%2.9%3.5%PAD = 17.318.40
PAD = 17.3PAD = 16.3PAD = 15.319.85 FSPAD = 13.3 17.17 FSPAD = 9.3FLTG
FS18.14 FSFS = 21.37
24.1
4
21.2
3 23.38GF = 25.7022.83
FS
20.8
4
19.98PAD = 17.322.14 FS FS
18
.
0
0
6.5,
R
E
T
.TG24.2722.47 TC
24.3
519.02 TCGF = 24.83
5.5,
R
E
T
.GF = 22.9021.97 FS
FS = 24.84PAD = 16.321.21
FL(19.09) FS FS
24.80FS = 23.63FL22.00FL
(1
8
.
8
6
)
F
S
6" R/S19.46
PAD = 16.3
20.03 FL20.04 FS21.70 FL
FS
FSGF = 20.99(17.0) FS GF = 21.6020.702.7, RET.22.31 FSGF = 22.30
3.0,
R
E
T
.
PAD = 15.3
FS
FS
FS FS24.1
F
G
22.59
19.8
1
F
L
PAD = 9.3 FG20.63 TCGF = 20.05
23.
6
0
23.9
0
FS
FS19.04 FS21.
2
8
F
S
19.77
0"
C
F
9.49FF = 19.4021.9
7
F
L
(14.24) FL20.7
8
21.
7
8
T
C
FL
25.0322.56
22.4
7
T
C
20.06 TC
FL17.
6
4
FSFS = 21.16 FS
FS3.0,
R
E
T
.
FS
19.35 TC
FS
23.15
18.00 TC0.0, RET.FS = 23.74(1
4
.
7
4
)
T
C
FS21.36 FL
GF = 24.00(15.15) FS20.50 TCFS FF = 24.00FS
FSFL
23.0422.10GF = 21.3928.
4
7
FS = 22.9422.
0
318.93 FS21.2319.2517.6420.46 TCFS(17.35) FL19.56 FS
17
.
5
0
F
S19.05 FSFS =18
.
9
0
F
S
13.7522.02
T
G
19.54 TCF
S FS19
.
8
9
T
G
FSFS20.0020.70 FS18.40 FS0" CFFL
0"
C
F21.20 TCFL 30.26 FS30.
4
1
F
S20.04 FS22.83 FS
18
.
3
2
F
S20.54 TC23.33 TC19.9822.18 FS22.51 TC9.57B
S
W9.2019.86 FS21.42 FL19
.
6
6
F
L
FS22.7 FGFF = 19.4013.00 FL19.00 TC
17.87 FSB
S
W GF = 21.23JOIN & MATCH13.75 FL
8.73FS
BSWFS18.50 TC 20.20 TC17.00FF = 20.90GF = 25.87FS18.79 FSFF = 14.00
20.00
19.08 TC
20.27 TC0"
C
F GF = 22.3014.2719.91 FS19.
4
0
FS
GF = 25.8316.24 FSFSGF = 23.6016.51 FL24.5722.
2
5
F
SJOIN & MATCH19.764.7,
R
E
T
.
26
.
0
021.92 TCGF = 25.0018.37 TCF
S
8.62FS = 23.5320.15 FS23.
5
3
F
LTG 5.8, RET.18.50 FS21.22BSWFL19.49 FL21.0419.99 TFS14
.
2
7
FS 25.2 TRW24.86FS19.70 FS22.
8
521.42 FSFS = 20.6716.30 FSFSFL17.6123.
5
6
T
C
GF = 21.60FS = 25.00FS = 25.1716.46 TC24.93FS
18.58 FS
20.41 TC 21.76
19.
1
7
21.16 TC20.22
FL
20.40 TC19.90 FS20.65 FS
24.
2
722.40FS25.
4
2
FSPAD = 22.3
PAD = 25.322.63
FF=25.67FS14.2821.
7
4GF = 20.1022.20 TC
TG FS = 24.385.5, RET. FS
19.00 FS FS
18.67 TC28.1 TRW31.5 TRW18.94 FS18.41FS = 26.00FSFS
20
.
0
3
T
C 22.03 FSFF = 16.00GF = 25.6022.6723.87 TC16
.
8
0
T
C
19
.
0
0
T
C FF = 24.7722.83GF = 25.40
3.0,
R
E
T
.
FS GF = 24.36
23.
9
7(18.67) FS29.6
T
R
W19.46 TCFS = 24.599 @ 6-3/4"FF = 18.00FL
24.5
F
G
0.5,
R
E
T
.13.50 TC19.65 FSGF = 21.00FS = 23.34
FSGF = 20.50FL21.92 TCGF = 24.8326.88FLFS28.5 TRWFS = 22.44GF = 22.83PAD = 20.124.
8
6 26.0022.5020.37
19.86 TCFS = 20.2723.2123.37 FSFS = 22.22
21.
5
3
24.
1
1
F
S FSPAD = 24.123.1026.0 FGGF = 22.27PAD = 20.56.1, RET.24.9016.00FSGF = 25.3318.17 FLF
S FS = 20.43
18.
7
2
T
C GF = 20.05PAD = 25.628.37GF =
29.1 TRWFS = 22.47FS = 21.55
28.4
7
F
SFS
0.5, RET.5.5, RET.31.5
T
R
WGF = 23.57GF = 22.64 GF = 22.6014.5016
.
3
0
F
S FL21.12FS = 20.76GF = 24.67
20.7
F
G
FS5.5,
R
E
T
.FSFS = 21.92GF = 23.77FF = 25.0023.
5
0
22.27 TC1.1, RET.TG
FSTGGF = 25.77GF = 25.44
(1
3
.
4
1
)
F
L
FS21.
8
0
T
G GF = 24.0320.50 TC25.
7
0
T
C
FS 21.86 TC5.5, RET.FS = 21.4717.92 FSGF = 25.28FL
FS23.3 FG
30.8
6
(19.99) FS 18.37 FSFS = 21.77
FS
GF = 22.70FS =GF = 23.43
22.
9
0
F
L
26.0025.7920.54 TCFS = 22.77FL/GB14.6424.1 TRW23.
1
7
TG
T
G
17.00GF = 24.60TG18.00 TCGF = 22.83FS = 24.00FF = 26.00FS = 21.0229.7 TRW27.8 TRW17.0026.0
F
GGF = 22.46FS20.40 FS FS(18.17) FSGF = 20.60FS21
.
0
7
T
G FS = 20.50 FS
23.5022.3 FG31.08F
S
FSFS = 23.77
27.5
T
R
W
5.8, RET.FSGF = 23.60FS/GB17.8828.26GF = 23.14GF = 22.6323.50F
S GF = 24.4218.00 TC22.3 FG24
.
3
0
F
S
FS20.63FF = 23.00FS = 22.81
5.6, RET.FS
23.
8
5
F
SFS FL
FS = 22.87
18.90
(1
2
.
7
7
)
F
L FS = 20.22
21.
3
8
T
C19.53 TCFS = 24.20
FS
22.81 TC
23.
3
9
F
S
FS
FS = 23.77
24.
7
0
F
S
10.00GF = 24.21(18.00) FS18.0017.76 TG4.1,
R
E
T
.19.35 FS17.50 FL23.
1
9
F
S 22.4922.53 TC23.
8
9
T
C22.3 FG21.40FSFL FS28.9 TRW(18.00) FSFS = 20.771.8, RET.21.58 TG
GF = 24.40GF = 23.9016.74 TC17.31GF = 24.62
FS
25.
4
3
T
C
1.8,
R
E
T
.30.1 TRW20.8
7
T
C
20.0
F
G18.42 TC25.
0
6
21.2320.20
18.87 TC GF = 20.37
31.0
T
R
WGF = 21.75GF = 22.66(20.00) FS23.
0
4
T
C
16
.
8
0
T
C 26.18 FS16.320.5
T
R
W
(19.03) FS FSGF = 19.10FF = 26.2720.28 TC
21.43FS
3.0, RET.
FLGF = 21.20GF = 19.80
GF = 22.64 21.31 TC17.87GF = 25.11GF = 25.27FS = 20.8719.22 FSFG30.8
T
R
W(19.53) FS21.1
3
F
SFS = 19.2719.59 TCGF = 22.64
22.822
3
.
3
2
24.5
0
F
S
23.7
0
F
L
GF = 25.60(13.29) TC20
.
4
1
T
C 21.4218.50 TCFF = 17.00
19.
6
9
T
G22.40FS = 24.98FF=25.0018.79 FL22.
6
4
F
L
25.
7
0
F
SFF = 18.0024.
6
5
T
C
25.
3
F
G
FSFS = 23.94FS = 22.8119.85 TCTG4.2, RET.19.99
25.
3
F
G
23.
1
0
T
C 28.9 TRW24.
3
5
T
CFS20.91 FLFS = 20.47
25.
2
0
F
L
31.0
T
R
W
22.38 TC
5.5, RET.21.77 FSGF = 23.17GF = 24.8118.52 FS20.3
7
F
S
(13.94) TC28.2 TRWFS22.96 TC 28.76 FS19.78 FL
FSGF = 23.96
F
S GF = 20.85
22.0
2
F
LFS = 20.2422.4022.34
24.3 FG30.93 FSFS = 22.5319.29 TC FS PAD = 20.226.18
1
8
.
7
1
FS
22.
5
4
F
S
24.9
T
R
W
23.
5
3
26.
2
0
T
CGF = 20.07
19.40
24.
6
5
F
L
/
G
BFS
1.7,
R
E
T
.29.4 TRWFS = 23.2731.5 TRW19.91 FS27.
0
T
R
W FSFS = 23.30
23.
1
4
T
C
22.5
T
R
W GF = 22.83FS20.
1
9
F
L
25.4622.90 TC
GF = 23.50GF = 21.38PAD = 23.3FS = 22.81
24.0 FG19.35 FS18
.
9
5
T
C
24.
9
3
F
L
FL
22.
1
5
F
L(20.00) FSFS
18.78 TC
FS = 25.25
22.46 FS 23.3 FG23.
6
9
T
CFS = 21.77FL/
G
B FS = 25.0025.
3
F
G
19.26 TC
FSPAD = 22.528.9 TRW
19.25 FS26.0021.
2
5
18.80
FSGF = 20.59FS = 24.6022.64 TC
FL21.
8
5
F
S
12.0025.9 FG
26.0
F
G
HP
0.5,
R
E
T
.FSFL20.81 FS19.55 TC15.4018.78 TC
20.5
F
G
FS3.0,
R
E
T
.GF = 25.60FS = 24.77FF = 17.00FS23.5 FG20.0
6
T
C
20.8018.64 TC4.6, RET.PAD = 24.3GF = 23.1031.5 TRW15.96 FS18.42 TC25.
1
5
T
C18.26 TC18.50 TC31.0
T
R
W
22.96FS
20.3
1
T
C
20.51 TC
(18.00) FS30.5 TRW25.
3
8
24.41
T
C
22.16 TC30.
0
T
R
WFS21.88 FL
GF = 19.00 TC18.45 FL21.4
3
24.
6
1
T
C
24.
5
5FL19.5
6
F
L
24.5018.
2
2
F
S GF = 23.70
23.
5
0
FS 2.9, RET.22.
6
0
F
S
20.
5
7
F
L(18.50) TC4.4,
R
E
T
.18.878 TCGF = 21.30HP15.311.6828.71FSGF = 25.50FF = 18.00FF = 21.2019.3920
.
5
0
T
C GF = 22.05FS = 21.40
20.
8
2
F
L
20.5
F
G
20.46HP
FS
20.59
19
.
5
0
T
C
T
G
FS
9.44GF = 22.4220.45
22.5
2
T
C
24.3815.6022.3 FGFL(18.00) FS 21.41 TCFSFS22.60
23.
3
2
F
S 5.5, RET.23.4 TRWFL22.40GF = 24.57FS = 22.4726.0 FG22.
3
0
T
C
20.95
23.91
F
L19.72 TC24.0 FG26.0 FG31.5
T
R
W19.44 TCFF = 23.0020.49 TC
18.00 TC0" C
F 24.99FS18.50 FL17
.
9
2
F
S 0" CFFS = 22.8117.65
17.01 TCFS = 23.0715.120.35 FST
G
19.77 FS15.50GF = 24.1922.4019.36 FS23.
4
0
T
CPAD = 22.3FS = 23.6729.49GF = 23.4724.
7
6
20.1619.11 FS24
.
7
3
17.
9
5
FL
17.55
FS
25.
2
2
18
.
1
6
T
C(19.96) FS24.2
0
T
C
23.1911
.
3
FS
21.03
FS = 23.60
22.40
GF = 20.3017.67 TC20.29(18.96) FLSGF = 22.7720.3
0
TG
18.28 FS
30.87GF = 23.36
TG
23.33
21.66 FS23.6518.28 FS FLTG
19.87
FL
PAD = 20.0 FLFL 29.5 TRWGF = 22.36
3.2,
R
E
T
.GF = 25.0822.83FL24.7
3FS20.6
7
FSGF = 22.8320.7430.6
5FLFSFS = 23.87GF = 22.53
24.5
5
20.75
5.5,
R
E
T
.
FS
FF = 10.0020.9
2
FF = 20.70(20.01) FS(1
7
.
5
0
)
F
S
FS
24.50 FSFS
17
.
5
0
F
S
FS18.37 FLFS = 25.7720.
8
8
F
L
20.65
23.
6
8
F
S20.30
18.95 FS
22.76
30.9
3
F
S
31.5
T
R
W
FS = 22.7022.16FS = 20.22 FG18.76 FS 23.4
9GF = 22.25
23.
8
2
FS18.79 FS
26.
0
0
24.
5
0
16.00FS17.85 TCFS = 21.60GF = 23.00FSGF = 24.4324.
1
2 FGFS = 21.560:
C
F
23.7
2
15.3GF = 21.43FS22.19
22.
3
5
T
C 26.0820.
0
0
F
LFS = 19.97GF = 20.26
(20.00) FS 21.58
21
.
6
7
24.
1
5
F
L
22.
3
5
F
L
24.6
T
R
W
FF = 23.1728.4
7
F
SFSFF = 21.77FS = 21.17GF = 20.70
28.4
7
F
S
FSFS21.80FSFS
5.4, RET.FS20.13 FL21.43 FS
FS
FS = 24.17
FL
18.82 FL
FS
FS
FS19.45 TC
25.
2
0
T
C
FS28.
5
T
R
W
24.
0
3
T
C
20.82 FS = 23.0024.
3
6
FS24.5919
.
3
6
T
C 17.5 TC19.17 TC FSFS = 24.79FF = 17.00FLGF = 22.64
19.27 TC19.55 TC19.50
17.06 FS(15.65) TC23.95
18.
4
718.77 FS18.
2
119.43 TC18.
2
1
FL/HP
17
.
7
9
T
C
TGFS16.82 FSTG
17.56 TC17.29 FS16.61TG 18.92 FS19.33 TC20.35
T
C 19.42 TC18.83 FSJPAD = 18.7PAD = 18.72"GF = 18.90FS = 19.072"GF = 19.00FS = 19.17GF = 21.10FS = 21.272"FS = 18.952"50'32'32'12'18'94'C/L 43'C/L44'44'33'33'11'11'12'W = 35'64'57'126'60'66'47'58'7'4'13'8'40'VARIES13'49'VARIES8'VARIES139'69'70'9'4'66'
3'
9'
67'
C/LC/LVARIES W = 50'(EXIST.)7'
VARIES
60'
47'
40'W = 35'88'C/LC/L25.84FSFS28.8424.
5
0
FS
EX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACE
EX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACEEX. CURB & GUTTERTO REMAIN IN PLACE
(10.37 )FS10.
7
7
T
C
10.
1
0
F
L
10.
2
9
T
C
09.
6
2
F
L
R=24' L=38'09.
5
1
T
C
08.
8
4
F
L
08.
9
5
T
C
08.
2
8
F
L
08.
5
2
T
C
07.
8
5
F
L
08.
4
8
T
C
07.
8
1
F
L
08.
6
3
T
C
07.
9
6
F
L
(08
.
6
9
)
FS
08.
5
6
T
C
07.
8
9
F
L
2 %
(09
.
0
8
)
FS (09.62)FS2 %
2 %(08.14)FS(08.51)FS(10.85 )FS09.
8
FG
2 %
09.
2
FG
2 %
10.
6
FG
(08
.
6
1
)
FS
08.67 TC08.00 FLLP
08.
8
FGSAWCUT LINEEXIST. RT-TURN LANETO BE REMOVED16
.
0
0
T
C 17.00 TC18.00 FSRAMP RAMP RAMP
17
.
0
0
T
C
16
.
0
0
T
C
FF = 17.00FF = 16.00FF=15.00 FF=18.00
FF = 10.00FF = 10.00FF = 10.0012.10 FS12.60 TC80.
8
0
FS
11
.
0
0
T
C10.33 FSPAD=17.3PAD = 16.3PAD=14.3
PAD = 9.3PAD = 9.311
.
0
0
F
S
11
.
5
0
T
C
2.82%1612302
6
2
2
2
0 232223242320191817152
9
2
5
2
1 212121
22252219181916142
8
2
4
202422202124221818191716132
7
2
320 242019
2223211818181919F
S
10
.
0
0
RAMP8%RAMP8%RAMP(1
1
.
9
6
)
T
C
(1
1
.
2
9
)
F
L
ELECTRICAL MAIN
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I
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SERVICE
MPOE
KP
KP
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KP
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KP
KP
KP
KP
KP
KP
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KP
KPUP18RFIRERISER
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INGROOM SLEEPING BATHENTRYCLOS.PREF
T/R3DQDW36"X60
"JJSS/C
ELECTRICAL MA
I
N
SERVICE
MPOE
KP
KP
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ELECTRICAL
KP
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KPKPKPKP
UP18RFIRERISERUP18RKP
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ELECTRICAL MAINSERVICEMPOE KP KP KPELECTRICAL
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ELECTRICAL MAI
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SERVICE
MPOE
KP
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ELECTRICAL
UP18RFIRE RISERKPKPKPKPKPKPELECTRICALMPOEFIRE RISERKPKPKPKP UP18RKPKPKPKPUP18R KP KPKPELECTRICAL MAIN SERVICEELECTRICALKPKPKPKPKPKPELECTRICALMPOEFIRE RISERKPKPKPKPUP18RKPKPKPKPUP18RKPKPKPELECTRICAL MAIN SERVICEELECTRICALKPKPKPKPKPKPELECTRICALMPOEFIRE RISERKPKPKPKPUP18R KPKPKPKPUP18RKPKPKPELECTRICAL MAIN SERVICEELECTRICALKP
KP
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MPOE FIRE RISER
KP
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ELECTRICAL MAI
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ELECTRICAL222PRINTER222PRINTER22PRINTER22PRINTER22BREEZWAYMPOE/ITJANITORMAINTENANCE/STORAGERESTROOMMENWOMENELEC.ELECTRICAL ELECTRICAL MAINSERVICE MPOE KP KP KP KP KP KP
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KPRTRTMAINT. RM.KPKPUP18RW/D3S2S2P1S1P1S1PLCBCBKITCHENLIVINGROOM SLEEPING BATHENTRYCLOS.PREFT/R3DQDW36"X60"J JS S/CELECTRICAL MAINSERVICEMPOEKPKPKPELECTRICALKPKPKPKPKPKPKPUP18RFIRERISERKPKPDUMPSTERBY OTHERSA(TRASH)DUMPSTERBY OTHERSA(TRASH)KPDUMPSTERBY OTHERSA(TRASH)ELECTRICAL MAINSERVICEELECTRICALMPOE KPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKPKP ELECTRICAL MAINSERVICEELECTRICAL MPOE KP KP KP KP KP KP KP KP KP KP KPKPKPKPKPKPKPKPKPKPKPKPKPKP
ELECTRICAL
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KP
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KPFITNESS30'-0" X 58'-6"YOGA30'-0" X 17'-0"CO-WORK20'-6" X 27'-4"LEASING25'-0" X 32'-0"RESTROOMOFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"OFFICE11'-0" X 11'-0"BREAK RM.11'-0" X 16'-0"ENTERTAINMENT44'-0" X 23'-0"CONF.17'-0" X 13'-6"CONF.10'-0" X 13'-6"PORCH19'-0" X 22'-0"####################################################POOL EQUIP.10'-3" X 15'-0"WCWCSHOWERSMAIL UP UP5' DIA.TRASHROOMTENANTTRASHROOMRETAILTRASH RM5' DIA.TRASHROOMTENANTTRASHROOMC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGTURNAROUNDEND OFLOWER LEVGATECCCCCCCCCCCC3.1% RAMP UP
1.6% RAMP UP4.6% RAMP DN
4.0% RAMP UP @ 247' = 10'-0"ELECTRICALROOMCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGTURNAROUNDGGG1234567891011121314151617181920212223242526272829303132333435363738394012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485UPA4A4A4A3A4A4A4A430"2449B4B3A4B3 ABOVETA4A5A1B1A330"244930"2449A3A5A5A3A5ELECT. ROOMMAINT.SHOPA5A5BREAKFASTREST.3,700 SFDININGPATIO1,200 SFSALON NAILSSHOPMEXICANREST.4,600 SFDININGPATIO1,900 SFLOBBYPASSAGEWAYPASSAGEWAYPARKING ENTRYA4A3A430"2449
PASSAGEWAYA1 ABOVEA3 ABOVEB3 ABOVE30"24
49PASSAGEWAYSERVICE CORRIDORSERVICE CORRIDORB4A5A5B1B3B1A5B330"24
49A330"24
49A3B3B1A5A5A5B3B3B3 ABOVE20PASSAGEWAYB4A1B3A5A1A1A1PASSAGEWAY#############LOBBYFITNESSCOURTYARDPOOLCOURTYARD 16 17 13 13 15 17B39LVLV30"2449A3
A118A3 ABOVEA330"2449POOLEQUIPMENTMAIL& PARCELS###########MENWOMENB3 ABOVEB3ALT 2B3ALT 1A5ALT 2B4ALT 1B4ALT 2B4A5ALT 1LVA8T.B.D35 STALLSCOMMERCIAL PARKINGCOMMERCIAL 85 STALLSRESIDENTIAL40 STALLS 14 18 134.8%7.2% 16 15.6 12.5 17 16 17 18 18 17 18 18 18 16 18A330"24
49ELECT. ROOMB3
A330"2449ELECT. ROOM32WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647CUT-FILL MAPCF-01CIVIL ENGINEEROWNER/DEVELOPERMADOLE & ASSOCIATES, INC.CONSULTING CIVIL ENGINEERS,PLANNERS AND SURVEYORS9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comAO ARCHITECTS144 NORTH ORANGE STORANGE, CA 92866CONTACT: IOANNA MAGIATI (714) 639-9860Email:ioannam@aoarchitects.com WDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVEUPLAND, CA. 91786CONTACT: BRIAN JACOBSON(909) 579-1214 OFFICEEmail: Brian.Jacobson@lewismc.comARCHITECTSITESCAPES, INC.3190 B-2 AIRPORT LOOP DRIVECOSTA MESA, CA. 92626CONTACT: RICK POLHAMUS(949) 644-9370Email: rpolhamus@sitescapes.netLANDSCAPE ARCHITECTNTSVICINITY MAPMILLIKEN CHURCHMAYTEN PROJECT LOCATIONELM
FOOTHILLSTREETAVENUE
AVENUEEUCALYPTUSSTREET
AVENUEBOULEVARDSPRUCE
AVENUE
CUT/CY:RAW VOLUMES:OVEREXCAVATION:SHRINKAGE LOSSES:FILL/CY:58,83016,46060,50060,500018,150SUBTOTAL:114,33095,110EXPORT:19,220 CU. YDS.
CHURCH
STREETFOOTHILL BOULEVARDELM STREET
MILLIKENAVENUE24'26'26'26'26'26'26'26'33'26'24'26'26'
24'26'26'26'26'26'26'44'44'67'
65'26'26'24'26'24'26'26'24'26'
26'
118'R=185' L=36'N0°08'55"W 252'N89°51'05"E 250'R=2934'L=176'N0°14'48"W
97'13 '6=2R=24' L=36'214'N89°51'05"E 126'N89°51'05"E55'N0°08'55"W 247'
=2 29R3L=14'N58°48'01"W26'R=3050'R'R=2938'L=39'N04°57'42"E4'=R196L=218'R=1044' L=34'N0°08'55"W 279'N05°43'09"E5'R=24' L=38'R=2936' L=21'N5°33'50"W 196'=0'L='N77°43'56"E4''4R=1516'L=159'R=192' L=37'R = 2931'AAAAAAAAAAAAAAAAAAAAABAAAAAAAAAAAAAGAS STATION(N.A.P.)LOT 4P.M. 15424(N.A.P.)PARCEL 3LOT 3LOT 2N89°51'05"E26'L=57'R=161'L=30'R=85'N89°51'05"E71'N01°41'24"E N00°08'55"W 32'N41°00'06"E N11°56'39"W 6'N78°03'21"E880'L=41'N83°58'58"W 136'L N85°35'40"E 5'84LOT 1N89°51'05"E 145'N89°51'05"E32'L=52'R=214'L=73'R=143'N89°09'59"E32'N87°15'01"E50'N89°01'22"E91'L=3'R=50'N0°00'15"E 211'R=20' L=11'R=47' L=61'N08°56'36"W 137'N78°03'21"E1052'N00°25'08"W17'L=30'L=156'526'526'INGRESS / EGRESS(TYPICAL)INGRESS / EGRESS(TYPICAL)INGRESS / EGRESS(TYPICAL)60'N12°33'31"W29.80'EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST.
R
.O
.W
.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.PROPERTY L
INEPROPERTY L
INE
PROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINELINEPROPERTY(5.69 AC)R=2938'(1.71 AC)(1.69 AC)(9.47 AC)50'94'60'127'
116'50'94'79'69'148'66'126'64'66'130'44'50'94'44'44'88'PROP. STORM DRAINPROP.SEWERPROP.WATER PROP. STORM DRAINPROP.SEWERPROP.WATERPROP.SEWERPROP.WATERPROP.SEWERPROP.WATERPROP.SEWERPROP.WATERPROP.SEWERPROP.WATERPROP.SEWERPROP.WATERPROP.
STORM
DRA
IN
PROP.
STORM
DRA
IN PROP.
STORM
DRA
INPROP. STORM DRAINPROP.SEWERPROP.SEWER
DCULTIMATE R.O.W
.ADDITIONAL5'DEDICATIONULTIMATE R.O.W
.L=39'ULTIMATE R.O.W.(0.10 AC)EXIST. R.O.W.
ADD'LDEDIC.
VARIES
5'49'93'26'24'26'26'CL60'60'
120'
70'60'
130'
147.5'
125'
60'65'
22.5'
60'
142.5'DEDICAT
IONADDIT
IONALBVACATIONEXIST. R / W(0.10 AC)DEDICAT
IONADDIT
IONALB49'(0.01 AC)ESEE DETAIL"A" ABOVE50'66'
26.5'
117'
50'
67'VARIES139'70'69'(0.32 AC)DEDICATIONADDITIONALB(0.01 AC)EEXIST. R.O.W. 6'5'1'R=3050'L=218'R=3049'L=217'N78°03'21"EN11°56'39"WN78°03'21"EULTIMATE
R
/
WEXIST. R / W VACATION32'N41°00'06"E 33'N41°00'06"E
AO ARCHITECTS144 NORTH ORANGE ST.ORANGE, CA 92866CONTACT:(714) 639-9860Email: @aoarchitects.comARCHITECTIN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINOSTATE OF CALIFORNIAJANUARY, 202218.99 AC. GROSS TENTATIVE TRACT NO. 20120BEING A SUBDIVISION OF PARCEL 1, 2, 4 AND 5 OF PARCEL MAP No. 15424, AS PER PLATRECORDED IN BOOK 191, PAGES 46 THROUGH 48 AND OF PARCEL 1 OF PARCEL MAP NO.15455, AS PER PLAT RECORDED IN BOOK 191, PAGES 33 THROUGH 35, BOTH OF PARCEL MAPS,IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.18.56 AC. NETAPN: 1077-422-51,52,54,55 AND 1090-121-28(198 UNITS FOR CONDOMINIUM PURPOSES)1. PRESENT ZONING: PC-TV2. LAND USE PROPOSED - MIXED USE3. THIS SITE CONTAINS 18.99 GROSS ACRES.4. THIS SITE CONTAINS 18.62 NET ACRES.5. THIS SITE CONSISTS OF (3) NUMBERED LOTS6. THIS SITE CONTAINS 2 LETTERED LOTS7. CONTOURS FROM MADOLE & ASSOCIATES, INC.DATED: 03/27/20208. SEWAGE DISPOSAL CUCAMONGA VALLEY WATERDISTRICT.9. EXISTING IMPERVIOUS AREA TBD ACRES.10. PROPOSED IMPERVIOUS AREA TBD ACRES.NTSVICINITY MAPMILLIKEN CHURCHMAYTEN PROJECT LOCATIONELM FOOTHILLSTREETAVENUE
AVENUEEUCALYPTUSSTREET
AVENUEBOULEVARDSPRUCE
AVENUE
VERIZON1400 E. PHILLIPS BLVD.POMONA, CA 91766ATTN: JERRY PAUBELPHONE: (909) 469-6354SOUTHERN CALIFORNIA GAS CO.13525 12th STREETCHINO, CA 91719PHONE: (909) 613-1531UNDERGROUND SERVICE ALERT 811SET 2" BRASS DISK IN CONC. CURBSTAMPED "CITY OF RANCHOCUCAMONGA BM 10054 1987" AT N/ECOR. OF BASELINE ROAD & MILLIKENAVE., AT WEST END OF CATCH BASIN.NO. 10054ELEV.=1328.075UTILITY COMPANIESCUCAMONGA VALLEY WATERDISTRICT10440 ASHFORD STREET P.O. BOX 638RANCHO CUCAMONGA, CA. 91729PHONE: (909) 987-2591SO. CALIFORNIA EDISON COMPANY7951 REDWOOD AVENUEFONTANA, CA. 92336PHONE: (909) 820-5598 UNDERGROUNDPHONE: (909) 875-5100 TRANSMISSIONSPHONE: (213) 637-1233 PIPELINESPHONE: (909) 357-6233 DISTRIBUTIONCONTACT: ISAAC DOMINGUEZPHONE (909) 930-8576 EMAIL:isaac.dominguez@sce.comCIVIL ENGINEEROWNER/DEVELOPERMADOLE & ASSOCIATES, INC.CONSULTING CIVIL ENGINEERS,PLANNERS AND SURVEYORS9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comWDC COMMONS, LLC1156 N. MOUNTAIN AVEUPLAND, CA. 91786CONTACT: BRIAN JACOBSON(909)579-1214 OFFICEEmail: Brian.Jacobson@lewismc.comSITESCAPES, INC.3190 B-2 AIRPORT LOOP DRIVECOSTA MESA, CA. 92626CONTACT: RICK POLHAMUS(949) 644-9370Email: rpolhamus@sitescapes.netLANDSCAPE ARCHITECTWDCC MILLIKEN WEST RESIDENTIAL, LLC1156 N. MOUNTAIN AVE. UPLAND, CA 91786(909) 985-0971144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860ARCHITECTS ORANGEMADOLE&ASSOCIATES, INC.RANCHO CUCAMONGA, CALIFORNIAHARVEST AT TERRA VISTADATE: JANUARY 10, 2022JOB NO. 126-2647TENTATIVE TRACT MAP TTM-1HALF MEDIAN ---------------- 6'#1 EASTBOUND LANE ------ 11'#2 EASTBOUND LANE ------ 11'BUFFER ------------------------- 3'RAISED CYCLE TRACK ---- 7'URBAN SIDEWALK --------- 11'TOTAL LANE WIDTH -------- 49'CHURCH STREET 49' R / W DIMENSION STRING:DETAIL "A"SCALE: 1" = 20'4 NUMBERED LOTSJ:\126-2647\tentative\TTM01.dwg, 1/10/2022 3:20:20 PM, gbarron