Cities Index.
Agenda packet

Upland City Council
June 9, 2025

Document
Agenda packet
Meeting
June 9, 2025
Body
Upland City Council
Pages
3,744
Original file
7.7 MB
Text extracted from the city's file for reading and search. Open the original on docx.uplandca.gov. That file is the official record.

Resolution No.

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than 100 feet. Work shall be allowed to continue outside the buffer area.

The paleontologist shall determine the need for paleontological construction monitoring in the vicinity of the find thereafter. All paleontological resources unearthed by project construction activities shall be evaluated by a qualified paleontologist. At the paleontologist's discretion, and to reduce any construction delay, the grading and excavation contractor shall assist in removing rock samples for initial processing and evaluation of the find. The project proponent shall coordinate with the paleontologist and the City to develop an appropriate treatment plan for the resources. Preservation in place (i.e., avoidance) shall be considered the preferred treatment measure. If preservation in place is not feasible, treatment may include the implementation of paleontological data recovery/salvage excavations to remove the resource from the project site along with subsequent laboratory processing and analysis of the fossil specimens. Any fossils encountered and recovered shall be prepared to the point of identification and catalogued before they are donated for final repository. Any fossils collected shall be curated at a public, non-profit institution with a research interest in the materials, such as the San Bernardino County Museum, if such an institution agrees to accept the fossils. If no institution accepts the fossil collection, they shall be donated to a local school in the area for educational purposes.

Accompanying notes, maps, and photographs shall also be filed at the repository and/or school. Following the completion of the above measures, the paleontologist shall prepare a report summarizing the results of the monitoring and salvaging efforts, the methodology used in these efforts, as well as a description of the fossils collected and their significance. The report shall be submitted by the project proponent to the City, the San Bernardino County Museum, the Natural History Museum of Los Angeles County, and representatives of other appropriate or concerned agencies to signify the satisfactory completion of the Project and required mitigation measures. This measure shall be implemented to the satisfaction of the City Planning Division.

80.13 Mitigation Measure NOI-1 Temporary Sound Barrier. Prior to the initiation of ground disturbance or construction activities, the applicant shall provide evidence to the City that required temporary sound barrier(s) have been installed. The temporary noise barrier(s) shall be sized and located as identified in Figure 4.6-3 of the Draft EIR (or Exhibit G of the Noise Assessment). The following apply to any temporary sound barrier(s) installed:
• The noise barrier(s) shall have a solid face from top to bottom. • The temporary noise barrier(s) shall provide a minimum transmission loss of 20 dBA (Federal Highway Administration, Noise Barrier Design Handbook). The noise barrier(s) shall be constructed using an acoustical blanket (e.g., vinyl acoustic

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curtain or quilted blankets) attached to the construction site perimeter fence or equivalent temporary fence posts.
• The temporary noise barrier(s) shall be maintained throughout grading and construction activity and any damage shall be promptly repaired. Gaps, holes, or weaknesses in the barrier(s) or openings between the barrier(s) shall be promptly repaired. • The temporary noise barrier(s) and associated elements shall be completely removed, and the area of installation shall be restored to pre-installation condition upon the conclusion of grading and construction activity.

80.14 Mitigation Measure NOI-2 All construction activities shall comply with Section 09.40.100(M) of the Upland Municipal Code limiting construction activity to the hours between 7:00 a.m. and 6:00 p.m. on weekdays.

80.15 Mitigation Measure NOI-3 Construction contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer's standards.

80.16 Mitigation Measure NOI-4 All stationary construction equipment shall be placed in such a manner so that emitted noise is directed away from the nearest sensitive receiver.

80.17 Mitigation Measure NOI-5 Construction equipment staging areas shall located in a manner so that emitted noise is directed away from the nearest sensitive receiver.

80.18 Mitigation Measure NOI-6 The Construction Contractor shall limit equipment and material delivers to the hours specified in Section

09.40.100(M) of the Upland Municipal Code.

80.19 Mitigation Measure NOI-7 Electrically powered air compressors and similar power tools shall be used, when feasible, in place of diesel equipment.

80.20 Mitigation Measure NOI-8 No music or electronically reinforced speech from construction staff shall be permitted.

80.21 Mitigation Measure NOI-9 Vibration Reduction. During all construction- related activities, the project applicant shall not use large, loaded trucks or heavy mobile equipment greater than 80,000 pounds within 50 feet of occupied residences. Instead, small rubber-tired or alternative equipment, as well as soil compaction equipment shall be used during project construction to reduce vibration effects on nearby structures and their occupants. The City of Upland Community Development Services Director, of their designee, shall ensure this prohibition has been

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included in the plan set prior to the issuance of any construction-related permits.

80.22 Mitigation Measure TCR-1 Retain a Native American Monitor Prior to Commencement of Ground Disturbance Activities. a. The project applicant/lead agency shall retain a Native American Monitor from or approved by the Gabrieleno Band of Mission Indians - Kizh Nation. The monitor shall be retained prior to the commencement of any "ground disturbing activity" for the subject project at all project locations (i.e., both on-site and any off-site locations that are included in the project description/definition and/or required in connection with the project, such as public improvement work). "Ground-disturbing activity" shall include, but is not limited to, demolition, pavement removal, potholing, auguring, grubbing, tree removal, boring, grading, excavation, drilling, and trenching. b. A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any ground-disturbing activity, or the issuance of any permit necessary to commence a ground disturbing activity. c. The monitor will complete daily monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed, locations of ground-disturbing activities, soil types, cultural- related materials, and any other facts, Tribe. Monitor logs will identify and describe any discovered TCRs, including but not limited to, Native American cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or "TCR"), as well as any discovered Native American (ancestral) human remains and burial goods. Copies of monitor logs will be provided to the project applicant/lead agency upon written request to the Tribe. d. On-site tribal monitoring shall conclude upon the latter of the following (1) written confirmation to the Kizh from a designated point of contact for the project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the project site or in connection with the project are complete; or (2) a determination and written notification by the Kizh to the project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to impact Kizh TCRs.

80.23 Mitigation Measure TCR-2 Unanticipated Discovery of Tribal Cultural Resource Objects (Non-Funerary/Non-Ceremonial). Upon discovery of any Tribal Cultural Resource, all construction activities in the immediate vicinity of the discovery shall cease (i.e., not less than the surrounding 50 feet) and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist. In the event the material is determined be significant, Mitigation Measure TCR-6 shall apply.

80.24 Mitigation Measure TCR-3 Unanticipated Discovery of Human Remains and Associated Funerary or Ceremonial Objects a. Native American

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human remains are defined in PRC 5097.98 (d)(1) as an inhumation or cremation, and in any state of decomposition or skeletal completeness.

Funerary objects, called associated grave goods in Public Resources Code Section 5097.98, are also to be treated according to this statute. b. If Native American human remains and/or grave goods are discovered or recognized on the project site, then Public Resource Code 5097.9 as well as Health and Safety Code Section 7050.5 shall be followed. c.

Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1) and (2). d.

Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods. e. Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance. The following measures have been identified to address consultation with the Yuhaaviatam of San Manuel Nation (YSMN):

80.25 Mitigation Measure TCR-4. The Yuhaaviatam of San Manuel Nation (YSMN) Cultural Resources Department shall be contacted, as detailed in Mitigation Measure CUL-1, of any pre-contact and/or historic-era cultural resources discovered during project implementation and be provided information regarding the nature of the find, so as to provide tribal input with regards to significance and treatment. In the event the material is determined be significant, Mitigation Measure TCR-6 shall apply.

80.26 Mitigation Measure TCR-5 Any and all archaeological/cultural documents created as a part of the project (isolate records, site records, survey reports, testing reports, etc.) shall be supplied to the applicant and Lead Agency for dissemination to YSMN. The Lead Agency and/or applicant shall, in good faith, consult with YSMN throughout the life of the project.

80.27 Mitigation Measure TCR-6 In the event of any inadvertent discovery of any tribal cultural material, or pre-contact/historic-era resource, determined to be significant, the City shall require the preparation of a Monitoring and Treatment Plan. The monitoring and treatment plan shall be prepared by a qualified archeologist in consultation with and subject to the approval of the City and the consulting Native American tribes.

The City and consulting Native American tribes shall engage in mutual good faith efforts to develop the Monitoring and Treatment Plan. The monitoring and treatment plan shall identify the manner and process in which any suspected tribal cultural material is evaluated, recorded, removed, or curated, including the final disposition of any such material.

In the event the manner and process of evaluation, recordation, removal, and/or disposition of tribal cultural material cannot be resolved between consulting Native American parties, the City shall, in good faith, identify and approve the necessary actions in the Monitoring and Treatment Plan.

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80.28 Mitigation Measure HYD-3 Prior to the issuance of a grading permit, the Applicant shall submit a Final Water Quality Management Plan (WQMP) to the City of Upland for review and approval. Prior to grading permit approval, the project shall provide evidence that the Project design features identified in the Final WQMP have been fully incorporated into the project plans. In accordance with the Technical Guidance Document for Water Quality Management Plans prepared for the County of San Bernardino Areawide Stormwater Program, National Pollutant Discharge Elimination System Permit Number CAS618036, Order Number R8- 2010-0036, the Final WQMP shall confirm performance standard calculations for each of the project site's drainage areas. Specifically, the Final WQMP shall detail low impact development (LID) best management practices (BMPs) designed to retain the project Site's minimum storm water treatment capacity and design capture volume to ensure post-development storm water runoff volume or time of concentration for the 2-year frequency storm shall not exceed that of the pre-development condition by more than five percent. The proposed LID BMPs specified in the Final WQMP shall be incorporated into the grading and development plans submitted to the City for review and approval. Periodic maintenance of any required BMPs, including landscaped areas, during project occupancy and operation shall be in accordance with the schedule outlined in the WQMP. This measure shall be implemented to the satisfaction of the City Public Works Department and Planning Division as appropriate.

Section 3. California Environmental Quality Act (CEQA). Pursuant to the California Environmental Quality Act (CEQA) Guidelines and the City's Local Guidelines, pursuant to the California Environmental Quality Act (Public Resources Code § 21000 et seq.) ("CEQA"), the City of Upland as the lead agency determined that an Environmental Impact Report ('HEIR") should be prepared to analyze all potential adverse environmental impacts of project. Based on the findings contained in the EIR, it was determined that Mitigation Measures related to Biological Resources, Geology and Soils, Cultural Resources, Noise and Vibration and Tribal Cultural Resources were required. In addition, mitigation measures are carried over from the original project Initial Study and Mitigated Negative Declaration, which includes Utilities and Service System mitigation related to hydrology Section 4. Certification. The City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original resolutions.

Section 5. Severability. If any section, subsection, subdivision, sentence, or clause or phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Resolution or any part thereof. The City Council hereby declares that it would have adopted each section irrespective of the fact that any one or more subsections, subdivisions, sentences, clauses, or phrases are declared unconstitutional, invalid, or ineffective.

Section 6. Effective Date. This Resolution shall become effective upon final adoption of Ordinance No. XXXX (Zone Change No.21-0002).

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Resolution No.

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PASSED, APPROVED and ADOPTED this 9th day of June, 2025.

Bill Velto, Mayor
I, Keri Johnson, City Clerk of the City of Upland, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council held on the 9th day of June, 2025, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

ATTEST:

Keri Johnson, City Clerk

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TENTATIVE
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I I I 1 I � /// 24 3,848.92 SINGLE FAMILY RESIDENTIAL PRIVATE NTS NTS 6' 84"RCP \\ // \\ // o O 25 3,342.24 SINGLE FAMILY RESIDENTIAL PRIVATE 10'x9.5'BOX-\ MIN II \ / 26 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE 1 J /1 27 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE 28 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE
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SECTION L-L 15TH STREET - UTILITY CROSS-SECTION 29 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE L I
43' EXIST. EXIST.
24' N'LY R/W S'LY R/W _ 24" NTS NTS 30 3,337 SINGLE FAMILY RESIDENTIAL I 33' _. VARIES 15" 1" PRIVATE 31 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE
19' 19' 5' 3' MIN 26' 5.5' _ 1y 32 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE
I 8' 8' _ I VARIES 33 3,355.48 SINGLE FAMILY RESIDENTIAL PRIVATE PARKING PARKING I 34 3,325.79 SINGLE FAMILY RESIDENTIAL PRIVATE 2:1 MAX 1.5' 35 3,354.98 SINGLE FAMILY RESIDENTIAL PRIVATE 2% 2%�N ' I I
2% 2% �- :-&�- -� I _ 36 3,464.16 SINGLE FAMILY RESIDENTIAL PRIVATE 0 SIDEWALK PROPOSED 2% r �, 37 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE s:fi0'-6'MAX.

RET.WALL 38 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE SECTION B-B SECTION 'F-F'
NTS WEDGE CURB AND GUTTER DETAIL39 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE NTS GENERAL NOTES: LOT SUMMARY: LEGEND 40 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE NTS

1. EXISTING LAND USE: BASIN -PUBLIC UTILITIES(PU)FC-FLOOD CONTROL. DESCRIPTION TOTAL q CENTER LINE 41 3,337 SINGLE FAMILY RESIDENTIAL PRIVATE

2. EXISTING ZONING: SPECIAL PURPOSE-PUBLIC(PB). LOTS 1-65 SINGLE FAMILY RESIDENTIAL 5.47 AC FS FINISHED SURFACE 42 3,336.96 SINGLE FAMILY RESIDENTIAL PRIVATE R/W 3. GENERAL PLAN DESIGNATION: PUBLIC UTILITIES(PU)FC FLOOD CONTROL. LETTERED LOTS: PRIVATE WAY(LOT A) 2.03 AC HP HIGH POINT 43 3,512.61 SINGLE FAMILY RESIDENTIAL PRIVATE RIW CL 4. PROPOSED LANDUSE: SINGLE FAMILY RESIDENTIAL; LP LOW POINT i LETTERED LOTS: LANDSCAPE (LOTS B L) 1.75 AC 44 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 37 5. UTILITY COMPANIES: TOTAL 9.25 AC R/W RIGHT OF WAY 45 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 21' GAS: SOUTHERN CALIFORNIA GAS COMPANY 45 LOT NUMBER I 16' 16' 5' j ELECTRICITY: SOUTHERN CALIFORNIA EDISON NOTE: COMBINED ACREAGE MAY NOT MEET 100%OF THE TOTAL DUE (1-424.) PAD ELEVATION 46 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 8' 8' -
WATER: CITY OF UPLAND 47 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE I PARKING PARKING I SEWER: CITY OF UPLAND GAS EXISTING GAS LINE REFUSE: BURRTEC WASTE INDUSTRIES TO ROUNDING ERRORS.

EXISTING STORM DRAIN 48 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 2% 2% 2% CABLE TV: TIME WARNER CABLE LEGAL DESCRIPTION: W EXISTING WATER LINE 49 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE I 6. FEMA FLOOD ZONE: ZONE X S EXISTING SEWER LINE 50 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE SIDEWALK 7. ASSESSORS PARCEL NUMBERS: 1045-121-04 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF UPLAND, SECTION C-C IN THE COUNTY OF SAN BERNARDINO,STATE OF CALIFORNIA,AND IS - CENTER LINE 51 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE NTS o J 8. GRADING FOR THE PROPOSED PROJECT SITE IS DEPENDENT ON MAINTAINING DESCRIBED AS FOLLOWS: - - RIGHT OF WAY 52 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE z THE OPERATION OF THE EXISTING DETENTION BASIN AT ALL TIMES. THIS MAY BEING A PORTION OF THAT CERTAIN PARCEL OF LAND IN THE CITY OF UPLAND EASEMENT 53 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE
m o REQUIRE INSTALLATION OF PROPOSED INLET/OUTLET STRUCTURES,STORM COUNTY OF SAN BERNARDINO,STATE OF CALIFORNIA, LABELED "REMAINDER c _ 5' _ a DRAIN INFRASTRUCTURE,AND INTERIM GRADING TO RELOCATE BASIN RELATED PARCEL"AS SHOWN ON TRACT MAP NO. 11631,AS PER MAP RECORDED IN LIMITS OF LEASE 54 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE RIW INFRASTRUCTURE PRIOR GRADING OF THE PROJECT SITE. DEVELOPER TO BOOK 158, PAGES 53 THROUGH 62 OF MAPS, INCLUSIVE THEREOF, IN THE PROPOSED STORM DRAIN 55 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE R/W CL 2.5 2' __ 0.5' 0.67 PROVIDE CONSTRUCTION SEQUENCING PLAN TO THE CITY PRIOR TO ISSUANCE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; BEING MORE EXIST. GROUND 1 OF GRADING OR OTHER PERMITS FOR THE PROJECT SITE. S PROPOSED SEWER LINE I 56 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE _ 36' _ 2.5' _ PARTICULARLY DESCRIBED AS FOLLOWS:
18' 18' r BEGINNING AT THE SOUTHWEST CORNER OF SAID REMAINDER PARCEL, SAID W PROPOSED WATER LINE 57 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 2%MIN BASIS OF BEARINGS: POINT BEING ON THE NORTHERLY RIGHT OF WAY LINE OF FIFTEENTH STREET EXISTING FIRE HYDRANT 58 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 5' 13' _ 13' 5' I 33=_ PROP.6"CURB THE BEARING OF N89°58'31"E ALONG THE CENTERLINE OF 15TH STREET,AS SHOWN (66.00 FEET IN FULL WIDTH),AS SHOWN ON SAID TRACT MAP;THENCE, LEAVING I I W/24"GUTTER ON TRACT MAP No. 11631,AS PER M.B. 158/53-62, INCLUSIVE, OF MAPS, RECORDS SAID RIGHT OF WAY LINE AND ALONG THE WESTERLY LOT LINE OF SAID PROPOSED STREET LIGHT 59 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE ° - I I I I I I- TG OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA,WAS USED AS THE REMAINDER PARCEL, NORTH 00°00'52" EAST 219.80 FEET TO THE 2% ° 2/o NORTHWESTERLY CORNER OF SAID REMAINDER PARCEL;THENCE ALONG THE 60 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE 2/ I - - BASIS OF BEARINGS FOR THIS MAP. ° 0 STORM DRAIN MANHOLE rI _I NORTHERLY LINE OF SAID REMAINDER PARCEL, NORTH 89°57'44" EAST 879.81 61 3,807 SINGLE FAMILY RESIDENTIAL PRIVATE SIDEWALK FEET TO AN ANGLE POINT IN SAID NORTHERLY LINE;THENCE,CONTINUING 62 3,572 SINGLE FAMILY RESIDENTIAL PRIVATE 1 IL
SIDEWALK BENCH MARK: ALONG SAID NORTHERLY LINE, NORTH 52 44'28" EAST 267.15 FEET TO AN PROPOSED STORM DRAIN CATCH BASIN ANGLE POINT IN SAID NORTHERLY LINE; THENCE,CONTINUING ALONG SAID 63 3,572 SINGLE FAMILY RESIDENTIAL PRIVATE SECTION D-D 0 N CITY OF UPLAND BENCH MARK NO.9D-86 NORTHERLY LINE, SOUTH 89°45'00" EAST, 525.51 FEET; THENCE, LEAVING SAID 0 PROPOSED SEWER MANHOLE 64 3,572 SINGLE FAMILY RESIDENTIAL PRIVATE
18"HDPE "' DESCRIPTION: 2"CITY OF UPLAND BRASS DISC SET IN THE NORTHWEST CORNER NORTHERLY LINE, SOUTH 00°07'06" EAST 240.74 FEET TO A POINT ON THE NTS - , OF A PCC CATCH BASIN,64'N/0 C/L 15th STREET AND 35'W/O C/L CAMPUS AVENUE. SOUTHERLY LINE OF SAID REMAINDER PARCEL; THENCE,ALONG SAID I SHALLOW STORM DRAIN COVER 65 3,561.78 SINGLE FAMILY RESIDENTIAL PRIVATE N - SOUTHERLY LINE, NORTH 89°49'43"WEST 420.00 FEET TO AN ANGLE POINT IN A 88,227.59 PRIVATE STREET HOA ELEVATION: 1425.286' (CITY OF UPLANS LOCAL DATUM OF 1986) SAID SOUTHERLY LINE;THENCE SOUTH 00°07'06" EAST 139.84 FEET TO A POINT N ON SAID NORTHERLY RIGHT OF WAY LINE;THENCE,ALONG SAID NORTHERLY B 3,848.27 OPEN SPACE/RFC HOA R/W CL R/W RIGHT OF WAY LINE,SOUTH 89°58'33"WEST 1,198.79 FEET TO THE POINT OF PROPOSED INFILTRATION BASIN 12X12 ESTIMATED EARTHWORK R.G. QUANTITIES: BEGINNING. C 1,950 OPEN SPACE/RFC HOA 48' BROOKS CB CUT 16,765 C.Y. (RAW) D 1,704 OPEN SPACE/RFC HOA 30' I 18' - - - FILL 80,926 C.Y. (RAW) E 27,881.51 OPEN SPACE/RFC HOA -
SHEET INDEX: PROPOSED EASEMENTS:

I I Ir F 10,074.73 OPEN SPACE/RFC HOA 17' 13' 13' 5' SHEET 1 TITLE SHEET A. DENOTES EASEMENT TO CITY OF UPLAND FOR EMERGENCY VEHICLE ACCESS.

F PAD SHEET 2-3 TENTATIVE TRACT MAP SHEETS A. G 1,534.16 LANDSCAPE HOA 10"HDPE _ © DENOTES EASEMENT TO CITY OF UPLAND FOR STORM DRAIN, INGRESS, EGRESS, H 17,372.26 LANDSCAPE HOA @ 2% _MIN. -III III1 I I_i INSPECTION, MAINTENANCE&REPAIR PURPOSES.

I- I I 1,900 OPEN SPACE HOA 2% ° I o - 1.05' 1.83' 2' LAND OWNER/DEVELOPER ENGINEER: GEOTECHNICAL © DENOTES EASEMENT TO CITY OF UPLAND FOR PUBLIC UTILITY PURPOSES J 611.30 LANDSCAPE HOA a< d a 4 KB HOME MADOLE AND ASSOCIATES, INC. GeoTek, Inc. (SEWER,WATER AND STORM DRAIN). K 1,086.48 LANDSCAPE HOA SIDEWALK-' 4 4 e 4 4 a 36310 INLAND VALLEY DRIVE 9302 PITTSBURGH AVENUE, SUITE 230 1548 NORTH MAPLE STREET SECTION "H-H" a WILDOMAR, CA 92595 RANCHO CUCAMONGA, CA. 91730 CORONA, CA 92880 OD. DENOTES A RESERVATION TO THE HOA FOR PRIVATE STORM DRAIN PURPOSES. L 8,362.38 PRIVATE EASEMENT HOA SECTION E-E NTS d4 4 4 4 CONTACT: JONATHON SIEMSEN CONTACT: MARK BERTONE CONTACT: ANNA M. SCOTT TOTAL 402,901 (9.25 ACRES) HOA NTS CELL: (714)884-1308 PHONE: (909)481-6322 PHONE: 951-710-1160 OFFICE: (951)691-5300
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PREPARED UNDER THE SUPERVISION OF : DEVELOPER: 0 00Metss� TENTATIVE TRACT MAP 1 Eas V (((MADOLESHEET 9302 PITTSBURGH AVE.,SUITE 230 as No. 62183 RANCHO CUCAMONGA,CA.91730 & ASSOCIATES, INC. NO. 20245co 322
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3 REVISION DATE DESCRIPTION AARON T. SKEERS RCE 62183 DATE:

CITY OF UPLAND

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J � � 111 PROPOSED EASEMENTS:
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TR n rT AI F` 1 OA. DENOTES EASEMENT TO CITY OF UPLAND FOR EMERGENCY VEHICLE ACCESS. :a iiiII ' GRASS
/I R 15R/5;d62 © DENOTES EASEMENT TO CITY OF UPLAND FOR STORM DRAIN, INGRESS, EGRESS, ° 1�35 1 ) - !�� ere
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© DENOTES EASEMENT TO CITY OF UPLAND FOR PUBLIC UTILITY PURPOSES o ���► n (SEWER,WATER AND STORM DRAIN).

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RVE TABLE
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o (MA INED BY UPLAND OT �.�►,� � � �► demm„.,. �l7 �371 �$•�1 HILLS C N RY CL B) ,•. �„ /'} • oGRASS 1435` 045121 I 5`�° �' S CURVE DELTA LENGTH RADIUS TANGENT 7 o ,,, _� AyotOBSCURED � ',-•�� ,, '� _� _EXIST. . EWER �.� /� w� i e - . ■ r1 MC11 78°20'20" 75.21' 55.00' 44.81' LOT 2gI 4 �, o _� _000114, - Wo � ��AC�� Flo° 1�� 1435 � 11/46:5, ��.• � ��//�� w �°.�������!�i� °,_ e _ . • — —•- z \ \ v „„,, e M°o° ` 58/5 3-62 OBSCURED \ _1435 #744 ��� ,� #401��• 3.53'
X \ \ oo 1‘4 ",,ii G: 9'� W
\ NN\ \\ \ 1.1470/4_____ Kmar..-4111P\ �R "� .,-, ,• 3011 PRO T BOUNDARY .All CT BOUNDARY - 29.4 �� �`+ J��� �P , ,.--4_, I - �, - \ IQ �1.1.`��1■1.� - F - L nLn 4 0 LP / ery -u--..: -..=

0.00' 47.00' 4 .00' �� _____a �l�lii� I 47.00' 47.00' �!4!UO' 47.00' 47.00' 47.00' 11' �� sv�m�� -•-"�!?��■■■ 47.00' 47.00' 47.00' —47.00' 16.50' �,:,'^,��� � �i EXIST.84°SD \ -v �-�iR.-y��lw 11■_ _ - ��I �• ��.,�� ,r''�iim. - � •• ♦ ��`�l%� ��f �� i r. .���� , I ��II ,��� • �, 4 •••Li EmaN. I© �� _ �+ �w ��iL l� ����� �.-.� I00 290 j4I11 � �>♦� > . . �►�wP�■t�l►� f►_ 'win!. .r.�-IeLv 4211L ailei���'�'A���immmusiel Minkce.w ��s � I it'. •• ,fiiir4 A'1 , � : ,j ►,�' 47.00 M - 36 OT 111$ ~1��.N = "1_, _ _ = _ = _ _ _ = o o �,, -'!%� .. liv0 ..11 26.01'
4 1045 621 36 J�' �., EXI a �ir �11 � _ RUSH ti �!�� � I�i� / *�4 1= • o \ ,)ifir
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_ \ L/v17� 11�1�� `� B — — — — — — — — — � 1 ►�lle, ire - - - ®:r�.®®z �, aer—A11 iu:Oz r:siAllff2,5441100,/10 _P 41°......11°M
- I�ril'I ■■■1 JI _ _ � � 'A f • liffirman I I' ill Sri 11 g'' I'I��� S�00 -/I01I l0- — ?. I I S�OOr — — — 4/.'I, `fi I lr _ ' 11 Sri OOr — 11 `�1 11 'A/P e — • II ' ® ► .1 ►.r - III v�� �. �_�0.72m�.l ,.®.®.®gswmz= f � '�/%7[i] I� yvl• iw.ir. �,�7.,.�G I- -4 +I .i 144 -47:' 1-, mi■. .�- .•: -L• .:: 1 - 1 A _..r- :iT,>'1C� / 1• I _ CENTER LINE f M ���� au 1 _._1 I 1 -aw1l: I 1 - f 1 !ID :: na i- l - �: �I .. i AIM �, I I 1 = I 1 14 �•_ CD D .oFS FINISHED SURFACE iiii.
38 I1/, �16i� 1420 1 B 31/ ..42 ( o

14.0 1 --...a.m.- _ /
1045 621 38 h�^1� _� - o HP HIGH POINT '�� / ' � `D •1:1�:1�1�1•� fl \�1_•,i� 1 I I PRUSH1 I 1 1 1 1 1 1 I I i _ I 1111111F / / - �ma� J I . I -- _ I - ■ 1 / ' INd LP LOW POINT {� MSG 441-7: 7,
/ = . . 42 - �I.sA7m•L��► .�� iiF� �w�i o, t� _ ��. �r^�Zr = �i►� a_��P� i R'��w�7 �� ;.� r��4i' - �1�� '.' A =,�� o .r' .8 I Q R/W RIGHT OF WAY Oo ll l�J U�J , a� r...� o 16 Q7, a 2 �.-r�i� -� -r:a V:�J--■�v:Q7 -�i� �=w�11[�1 > oo o _f d I�� ► �rs I '�S-a/J�1� ,1�:',§A rr ��- BRI I G� _ I i 45 LOT NUMBER )2D57=6O ;i _ 143� =�; �is_ii�ti 60 59 7 °° '...• 1_� r �• ,L. I °° -f: o ,y , , 4 °° 44 °° �� I III ai■ ,in � � ' �'�� I �424.D PAD ELEVATION IrMi ••.-A.• . . . . .. __ _ _ _- -__ _ �iI�IIIt� GAS EXISTING GAS LINE 39 r. 1NiiimmimilliiiIN �I 2, 9'% ! ' 47.00' ��:�:....�.-„__a�i •��. ;J -�p� '�IMAMI " - - — EXISTING STORM DRAIN 1045 621 39 - - , z� , ;; l i i 47.00 11 21 .1��► L � _iliii �ii li��a�iii iii 4wiii llllll lLIII� III lwlll� lwlll��l�III 4/ llll 47.00 ro m atmrow1_m�I ►�=MINIM- - _.�_ - - Q. - .til l 1 1 =- - - a _ _ _ _asolie _ �- EXISTING WATER LINE EXIST. RIW 30.3 A6L ���I - • G / � � ..°;,,...�.. .;�i ; 1 i W � FG Ffilisq.Famvirri
� ------- '--==®_a- _—_--=- - - ---= - -_�-------------- - --- ----------- - �_.�------- - � .���_. Aw.E.�Lr.•,al�'1 r'4. 7 S EXISTING SEWER LINE -- Al -- ��..���.�..�.�® ®. -- - - ---- - - I ®1�® ®• �1.= .i�� . �m -. ors w �i.a. �r•uve��uerem�.r.►e■.L.' �sa� �nrrl��i�►✓ �• � _� — - — v —"®`-� ,. � ,I,������ ��� .0 :fir • - �.. .��°°���=-- . "� 425 �� INI ' ► , _

CENTER LINE
EXIST.SD ,� .� .� i` �_ -- - .i��. ���_, - - Et i❑ :� � �i�t�� �/ - • r � — wi��� r ► — — Isis — .rams — ��L-' ��iATi� �IIf//i•l Ear:---:�►:►ii - = - __n ems, — — — — — — 1" MIs �2 - __ - RIGHT OF WAY _ S •/ iI���L'A I• �� `� AS GAS G:_ GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 1 / GAS �� a CURB&IGUTTER EASEMENTq LIMITS OF LEASE

1. FUTURE POCKET AS 1 ,,, 1 GAS GAA G S GAS co EXIST.WATER -Aga , •��� Al e .� c J „--- -in EXIST.WATER S ilim-- - - �faw L1I1I 'ROP.8" ; 15THo PROP.84 SD o -W ���� EXIST.WA _ SEWE I iMI i (PUBLIC) ! N �I PROPOSED STORM DRAIN '�-��� •' ii u , ll ice®i®_� - - "� av3 1 - - • . — • — i • -..i-NMIiAMA ` �.ir — _ n ° ��: i -s �j� ' - . - I I '� �r�� '✓����\ ter' .. � S PROPOSED SEWER LINE W I - �/ / $. , . - - B W PROPOSED WATER LINE -
I
EXIST.CURB /� EXIST.CURB /� EXIST.CURB &GUTTER ar ' &GUTTER EXIST. R/W --� "�` J I &GUTTER

EXISTING FIRE HYDRANT
d I O W W c--4E PROPOSED STREET LIGHT Q W o I 11 7NACU Hon BEin MLR.o `1� 3 o/57 I-61 I— Z I 0 STORM DRAIN MANHOLE IMA TT kloo MG I Zi� I 1 r I J PROPOSED STORM DRAIN CATCH BASIN kilo 0 0 3 oD57�=C�1 -1 - .4 II a I/ II w
I 1 II - I ----- JOIN EXIST.8"SEWER
i @EXIST. MH Q PROPOSED SEWER MANHOLE i

SHALLOW STORM DRAIN COVER

PROPOSED INFILTRATION BASIN
ST. ELIAS WAY
I TRACT_ No. 1646 IRA 300 2D577=6 l 1 Q D - B ��/ / 1 �:0, 25� �8 44' 3 ' 7 4 3 2 1 1 � LaC�� Hon C���gr... 30�D�7� C�OoQJ 7G�LaC�Uloo C�4C�g -. q 1 31' I / J U �il]o003002D511- 000 . 143C 6 s
w I ?‘Ik 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 Q 1 Z I I- - �y� - = �� p\y EXIST.SD I I V 39 d / - I = I 1045 621 39 1 rLilllia� 2� 9�/ 47A0:_ _ LJJ I - EXIST.ELECTRIC �, �� '/ .� • \ EXIST. R/W F EXIST. R/W 30.3OF a `\ - - - - - - - TRE -T - - - - /:�� _ - — — i- _ _ � - - - - - - - - �- - �- - T - �- - �- � FGNITi --'' - cn — — 5TH 145.7 �.....� - - - - - °53`19 E S / ► ■� PROP.ENTR /EXIT GATE M' PROP.CL - - _ _ - - v A „ W —pUB EXIST.SEWER 1':, o ��__ i 0- EXIST.CL ��� co u ��o__ EXIST.SD ■� ,��� 0
_ w177 0 _ T SD SEXIST.CL _IIII� � �� i� - EXIST.WATER -•! „ - -. -+ - -e- - - - ° - A ��� C - N89°59'49"E 236.3T C10 __- ___$ =o I I = - a - T EXIST.

STREET_ - �� 'S, '/ FUTURE POCKET 'A S OLD 15TH ST.C T ° �rL�;1I a . - • - V W _ �� ° _ _ _ �o—�° • • eISOI,-` V • ;i . • • • - � EXIST.CL —PRIVATE) PROP.CURB&GUTTER -� - � �'� riimmi; PRO W— - - -__ --- i 0 _II II ;S° • Air W °- _=M=_ - ■ . ROP.C � EXIST.WAT � _�, _ _ SEV�- - ►. - P .,.-L , W- - — ° �' W — W 11 -� . . a . • . - .�-��■..r i��uiiii/ ■ n o 6 II II o EXIST. FENCE o I O _ _ , *lb " --i -°�`1- 1 I / / I ❑ EXIST.WATER _7 - - - - - I I --_ — - � r // — — — — — - - — �- - - - - - - - - - - 1 � �— — - - - - - - - - - - - I - - - - - 1 • ..f
—� O —fl— -� O O O O O---- F1 W EXIST.CURB ° F I� / — &GUTTER . -� EXIST.RIW EXI T.RIW - I EXIST. RIW LIMITS OF LEASE S � _ S LIMITS OF LEASE EXIST. FENCE O W I ° o / 8/1161 0040.2004 1�':0916 — INSTR.NO.2004-0590916 1 it / _ 8/16/2004 I I Q Z 1 0 0 / 17- II 7NLI C T Ho. 9° 67700 I I Z > I / / / z z �_ IM]000 � � oD�7l�C�� � 1- ' � 1 1 ° ° / / / // - No c\1 c\1 _
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REVISION DATE DESCRIPTION AARON T. SKEERS RCE 62183 DATE: CITY OF UPLAND a o_ce

Page 497 of 3744 ends

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FG 1430 PROJ Y _ _ OP `I-== 1 IV R� OBSCURED ST. PL 1 �T FG I�:=V ►-__ �-'.-'4 00 IN _ 1430 OBSCURED a'aWdh-,.7�r 430 u 'an ,Ft►Tlta�rrrrry_ANITl .ra'r� «i r- �. nl�iu� -Mi:7111` =Wr1 n.�_� - -_ - I _ ��>z=_ _ -- :s=�i- �'�� _ - - sm :- -1 IINEk i1 ___�I. - Jyy.&.- w-,aalialliglanialak1��'�I' kg . `l) ���� 1 `H2. - J+�����- _ _-_--___- ---- -IMENNimalliami 1�MI- Mho ' : � --- --_ �.._ •--�.!•-- - --_•ter... - - _ 2."= - -- _mnrititw
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PROPOSED EASEMENTS: LEGEND
CURVE TABLE q CENTER LINE
0A. DENOTES EASEMENT TO CITY OF UPLAND FOR EMERGENCY VEHICLE ACCESS. FS FINISHED SURFACE CURVE DELTA LENGTH RADIUS TANGENT HP HIGH POINT DENOTES EASEMENT TO CITY OF UPLAND FOR STORM DRAIN, INGRESS, EGRESS, LP LOW POINT INSPECTION, MAINTENANCE&REPAIR PURPOSES. C1 16°21'01" 9.70' 34.00' 4.88' R/W RIGHT OF WAY
0 DENOTES EASEMENT TO CITY OF UPLAND FOR PUBLIC UTILITY PURPOSES C2 16°21'01" 9.70' 34.00' 4.88' 45 LOT NUMBER (SEWER,WATER AND STORM DRAIN). C3 10°01'07" 87.43' 500.00' 43.83' �424.) PAD ELEVATION 0 DENOTES A RESERVATION TO THE HOA FOR PRIVATE STORM DRAIN PURPOSES. C4 9°11'17" 80.18' 500.00' 40.18' EXISTING GAS LINE

EXISTING STORM DRAIN
C5 90°48'47" 60.23' 38.00' 38.54'
W EXISTING WATER LINE
C6 89°56'53" 64.37' 41.00' 40.96' S EXISTING SEWER LINE C7 90°00'00" 54.98' 35.00' 35.00' - CENTER LINE C8 52°46'43" 37.77' 41.00' 20.34' - - RIGHT OF WAY - - EASEMENT
C9 37°30'33" 130.93' 200.00' 67.91'
LIMITS OF LEASE o
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S PROPOSED SEWER LINE II
W PROPOSED WATER LINE
EXISTING FIRE HYDRANT Cii
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Page 498 of 3744 ends

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VILLA SERENA 0.0 SHEET INDEX
PLAN 1 PLAN 4

1.1 FRONT ELEVATIONS 4.1 FRONT ELEVATIONS
UPLAND CA 1.2 FLOOR PLAN'A' 4.3 FLOOR PLAN'A'

1.3 FLOOR PLANS'B'&'C' 4.3 FLOOR PLANS'B'&'C'

1.4 ROOF PLANS 4.4 ROOF PLANS

1.5 ELEVATIONS'A' 4.5 ENHANCED ROOF PLAN

1.6 ENHANCED ELEVATIONS'A' 4.6 ELEVATIONS'A'

1.7 ELEVATIONS'B' 4.7 ENHANCED ELEVATIONS'A'

1.8 ENHANCED ELEVATIONS'B' 4.8 ELEVATIONS'B'

1.9 ELEVATIONS'C' 4.9 ENHANCED ELEVATIONS'B'

1.10 ENHANCED ELEVATIONS'C' 4.10 ELEVATIONS'C'

1.11 COVERED PATIO'A' 4.11 ENHANCED ELEVATIONS'C'

1.12 COVERED PATIO'B' 4.12 COVERED PATIO'A'

1.13 COVERED PATIO'C' 4.13 COVERED PATIO'B'

1.14 QUAD DOOR 4.14 COVERED PATIO'C'

4.15 QUAD DOOR
PLAN 2

2.1 FRONT ELEVATIONS RESTROOM BUILDING

2.2 FLOOR PLAN'A' 5.1 ELEVATIONS

2.3 FLOOR PLANS'B'&'C' 5.2 FLOOR&ROOF PLAN

2.4 ENHANCED FLOOR PLANS'A'&'C'

2.5 ROOF PLANS

2.6 ENHANCED ROOF PLANS

2.7 ELEVATIONS'A'

2.8 ENHANCED ELEVATIONS'A'

2.9 ELEVATIONS'B'

2.10 ENHANCED ELEVATIONS'B'

2.11 ELEVATIONS'C'

2.12 ENHANCED ELEVATIONS'C'

2.13 COVERED PATIO'A'

2.14 COVERED PATIO'B'
PLAN SUMMARY 2.15 COVERED PATIO'C'
PLAN NO. SQUARE FOOTAGE BEDROOMS BATHS GARAGE SF COVERED OPTIONALPATIO SF 2.16 QUAD DOOR 1 2062 SF 3 2.5 418 SF 66 SF
PLAN 3
2 2225 SF 3-4 2.5-3 418 SF 230 SF

3.1 FRONT ELEVATIONS
3 2465 SF 4-5 2.5-3 418 SF 173 SF 3.2 FLOOR PLAN'A' 4 2690 SF 5 3 418 SF 253 SF 3.3 FLOOR PLANS'B'&'C'

3.4 ENHANCED FLOOR PLANS

3.5 ROOF PLANS

3.6 ENHANCED ROOF PLANS

3.7 ELEVATIONS'A'

3.8 ENHANCED ELEVATIONS'A'

3.9 ELEVATIONS'B'
DEVELOPER CIVIL LANDSCAPE 3.10 ENHANCED ELEVATIONS'B' KB HOME SOUTHERN CALIFORNIA/INLAND EMPIRE PROACTIVE XXXXXXX 3.11 ELEVATIONS'C'

3.12 ENHANCED ELEVATIONS'C'
36310 INLAND VALLEY DRIVE ENGINEERING CONSULTANTS XXXXXXX 3.13 COVERED PATIO'A' WILDOMAR, CA 92595 200 S. MAINT ST. SUITE 300 2XXXXXX 3.14 COVERED PATIO'B' CORONA, CA 92882 XXXXXXX 3.15 COVERED PATIO'C'

3.16 QUAD DOOR
3 f
KB Home Southern California Inland Empire VILLA SERENA SHEET INDEX kb 36310 Inland Valley Drive JOB No.: 350901 Wildomar,CA 92595
HOME (951)691-5300 Tract No.20245 Page,Q014of 3744 • UPLAND,CALIFORNIA

0.0 ELEVATION LEGEND
❑r CONCRETE'S'TILE ROOFING
• CONCRETE FLAT TILE ROOFING

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(957}681-5300 Tract NO.20245
HOME Pag 40f 374 • UPLAND,CALIFORNIA

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FIRST FLOOR AREA 846 SO.FT.

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2 8
Second Floor Plan 'A' First Floor Plan 'A' PLAN 1
KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 235.2062 kb36310 Inland Valley Drive W ildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pages aDf 374

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KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 235.2062 kb 36310 Inland Valley Drive Wildomar,CA 92595 JOB No. : 350901 2 STORY
HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pages 2�f 374

35-0" 35 0"
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PLAN 235.2062 A
FIRST FLOOR AREA 646 SO.FT. 0 4
SECOND FLOOR AREA 1216 SO.FT. ❑ L TOTAL AREA 2062 SO. FT._
2 8
Second Floor Plan 'A' & 'C' First Floor Plan 'A' & 'C' PLAN 1
KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 235.2062 kb 36310 Inland Valley Drive W ildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pag�L aDf 374

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Wildomar,CA 92595
HOME (951)691-5300
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HOME {sc,}s9,-s3oo Tract No.20245 Pag oo...12%0f 37424srORr -• UPLAND,CALIFORNIA

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PLAN 237.2225 0 4
FIRST FLOOR AREA 955 50.FT.
5ECOND FLOOR AREA 12/2 SO.FT. ❑ C TOTAL AREA 2225 SO. FT.
2 8
Second Floor Plan 'A' First Floor Plan 'A' PLAN 2
KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 237.2225 kb36310 Inland Valley Drive W ildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 ■ UPLAND, CALIFORNIA Pages 192 4 Df 374

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KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 237.2225 kb36310 Inland Valley Drive W ildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 Pages aDf 374

UPLAND, CALIFORNIA

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SQUARE FOOTAGE
PLAN 237.2225 0 4
FIRST FLOOR AREA 953 SO.FT. ❑ L SECOND FLOOR AREA 1272 SO.FT.

TOTAL AREA 2225 SO. FT. 2 8
PLAN 2
KB Home Southern California/Inland Empire V I L LA S E R E N A PLAN No.: 237.2225 36310 Inland Valley Drive W ildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pag�L 32�f 374

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KB Home Southern California/Inland Empire VILLA SE R E N A PLAN No.: 237.2225 kb36310 Inland Valley Drive Wildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pag�9 2+�aDf 374

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HOME {951}591-5300 Tract No.20245 Pag .of 374z4sr°R' -• UPLAND,CALIFORNIA

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{951}591-5300 Tract No.20245
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KB Homo Southern Calilom a I nand Empire PLAN No.• 237.2225 kb 383f0 Inland VaP6y Div0 VILLA ERENA 30B No 35001 Wildamar,CA 52555
{951}651-5300 Tract No.20245
HOME Paggalof 374 -• UPLAND,CALIFORNIA

ELEVATION LEGEND
❑I CONCRETE'S'TILE ROOFING

CONCRETE FLAT TILE ROOFING
❑' ❑ WOOD FASCIA HOARD
16 n STUCCO FINISH(I6f2E SAND)
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KB Home Sceehem CalilamlalinFand Empire o.LAN N ! 237.2465 kb 38310 Inland Valley Drive VILLA ERENA PLA N 350901 Wildamar,CA 02505 JOB {951}691-5300 Tract No.20245
HOME Pag�L .of 374 —• UPLAND,CALIFORNIA

/ 37-0" Y / 3T-0" / / 21'-8" / 15'-4" / / 20'-8" / 16'-4" / linen `y j,� dam, \ / KITCHEN
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PLAN 237.2465
FIRST FLOOR AREA 1046 SO.FT. 0 4
SECOND FLOOR AREA 1420 SO.FT. ❑ C TOTAL AREA 2465 SQ. FT.
2 8
Second Floor Plan 'A' First Floor Plan 'A' PLAN 3
KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 237.2465 kb36310 Inland Valley Drive Wildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pages aDf 374

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KB Home Southern Califomia/Inland Empire VILLA S E R E N A PLAN No.: 237.2690 kb 36310 Inland Valley Drive Wildomar,CA 92595 JOB No. 350901 STORY
HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pagr� aDf 374

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KB Home Southern California/Inland Empire VILLA S E R E N A PLAN No.: 237.2690 kb36310 Inland Valley Drive Wildomar,CA 92595 JOB No. 350901 HOME (951)691-5300 Tract No.20245 UPLAND, CALIFORNIA Pagr� a2�f 374

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KB Home Southern California/Inland Empire VILLA SE R E N A PLAN No.: 235.2062 kb 36310 Inland Valley Drive Wildomar,CA 92595 JOB No. 350901 STORY
HOME (951)691-5300 Tract No. 20245 UPLAND, CALIFORNIA Pages aDf 374

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ELEVATION MATERIAL

1. CONCRETE'S'TILE ROOF

2. STUCCO

3. FASCIA

4. STUCCO OVER FOAM TRIM

5. VINYL WINDOW

6. RESERVED
7- DECORATIVE CLAY TILE

8. TILE

9. SHOWERS El

10. DRINKING FOUNTAINS 4--- -- .--- t . ii

11. POOL EQUIPMENT ENCLOSURE ' aiii p Ri:U�W,f `- 0 . y • LI
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Left Elevation Front Elevation
Restroom Building
NOTE:ARTIST'S CONCEPTION:COLORS,MATERIALS AND APPLICATION MAY VARY. Building Elevations FINAL ARCHITECTURE WILL COMPLY WITH PLANNING DEPARTMENT APPROVALS. 7 KB Home Southern California Los Angeles 1 Inland Empire Villa Serena - Restroom Building 5.1 kb 36310 Inland Valley Drive Upland, CA DATE- MarCh 12.2021 HOME Wildomar, CA 92555 Page 565 of 3744

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NOTE:ARTIST'S CONCEPTION;COLORS,MATERIALS AND APPLICATION MAY R e s t ro o m Building VARY.FINAL ARCHITECTURE WILL COMPLY WITH PLANNING DEPARTMENT APPROVALS. Floor Plan & Roof Plan KB Home Southern California Los Angeles/Inland Empire 5.2 Villa Serena - Restroom Building
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MUHLENBERGIA CAPILLARIS • PINK MUHLY - NON-NATIVE EIPILOBIUM 'ROUTE 66' • CALIFORNIA FUSCHIA - NATIVE PARKWAY SHRUBS AND GROUNDCOVER MIMULUS AURANTIACUS • STICKY MONKEY FLOWER - NATIVE ACHILLEA X 'MOONSHINE' • MOONSHINE YARROW - HYBRID /1' BACCHARIS X 'STARN' • STARN COYOTE BRUSH - HYBRID BOUTELOUA G. 'BLONDE AMBITION'• BLONDE AMBITION BLUE GRAMA - NATIVE RUSSELIA EQUISETIFORMIS • FIRECRACKER PLANT - NON-NATIVE CISTUS X P. 'SUNSET' • MAGENTA ROCKROSE - NON-NATIVE _ RIBES SPECIOSUM • FUSCHIA GOOSEBERRY - NATIVE FESTUCA I. 'SISKIYOU BLUE' • SISKIYOU BLUE FESCUE - NON-NATIVE ARCH I - E R RA 1(13 VILLA SERENA GATED COMMUNITY ROSMARINUS O. 'PROSTRATUS' • CREEPING ROSEMARY - NON-NATIVE ®ES N bROLJP

LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA.

CALIFORNIA 91730 PH(909)084-2a00
HomE iiiiil CONCEPTUAL LANDSCAPE MASTER PLAN 1 0 20' 40' 80' 160' f:11) . LC - 1
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TM 20245 CITY OF UPLAND CALIFORNIA

Page 574 of 3744 ends

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?'C --. J A J ) e 1 CONCEPTUAL WALL LEGEND:
0 20' 40' 80' 160' o
SCALE: 1" = 40' -
----- ----- 6'-0" HIGH TAN SPLIT FACE CMU BLOCK WALL WITH 41' PRECISION CAP AND -i-.---------- EXISTING BLOCK PROPERTY WALL, PROTECT IN PLACE. 6-8" HIGH PILASTER. SEE DETAIL A, SHEET LC-5.

RETAINING WALL PER CIVIL ENGINEER'S PLANS, TO BE SPLIT FACE CMU 0 61-3" HIGH COMBO WALL WITH TAN SPLIT FACE AT 2`-0" HIGH AND BLACK BLOCK ON VISIBLE SIDE.

TUBULAR STEEL VIEW FENCE AT 4'-3" AND INTERMITTENT 6'-8" PILASTERS.

SEE DETAIL B, SHEET LC-5. EmIlmIFIll 6'-6" HIGH BASIN PERIMETER FENCING. SEE DETAIL F, SHEET LC-5. - '- - • - 6'-0" BLACK TUBULAR STEEL VIEW FENCE. SEE DETAIL C, SHEET LC-5_ LII 201-0" WIDE TUBULAR STEEL EMERGENCY ENTRANCE ONLY GATE AND NORMAL USE EXIT ONLY GATE.
5`-O" HIGH TAN VINYL PRIVACY FENCE. SEE DETAIL D, SHEET LC-5_ 121-0" WIDE x 6' HIGH RV STORAGE GREEN VINYL COATED CHAIN LINK A 3'-O" WIDE TAN VINYL SIDE YARD GATE. SEE DETAIL E, SHEET LC-5. VEHICULAR GATE. SEE DETAIL G, SHEET LC-5.

DrY1011 TUBULAR STEEL VEHICULAR PRIMARY ENTRY GATE WITH TYPICAL TUBULAR TUBULAR STEEL MAINTENANCE ONLY GATE.

STEEL PERIMETER FENCE & PILASTER. SEE DETAIL H, SHEET LC-5 _
1 0/27/21 b POOL GATE WITH PANIC HARDWARE. , ,
ii— it EXISTING CHAIN LINK FENCE, PROTECT IN PLACE. ,..„ III
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0 ARC] HERRA

DESIGN GROP

LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA,
CALIFORNIA 9I730 PH (909)484-2000
HOME CONCEPTUALWALLANDFENCEPLANI
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TM 20245 CITY OF UPLAND , CALIFORNIA
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Page 575 of 3744 ends

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LEGEND: NOTES: LEGEND:

AT PERIMETER BLOCK WALL AT INTERIOR VINYL FENCE RETURN WALL 1- 3"SQ-11 GA-TUBULAR STEEL FENCE POST- A. TUBULAR STEEL ELEMENTS SHALL BE 1. 2-112"O.D.GALVANIZED PIPE GATE POST.CLOSE 7 HEAVY INDUSTRIAL FORK-WELD TO 1-318"DROP

2. FORGED IRON OR CAST STEEL BALL FINIAL. PAINTED"ARMY GREEN,"FINAL RAL TOP w1 DOME CAP(TYP). ROD.PROVIDE PADLOCK AND(2)KEYS.

LEGEND: 3. 5/8"x 11 GA.TUBULAR STEEL PICKET WITH SPEAR COLOR TO BE APPROVED. 2. ADJACENT PAVING/FINISH SURFACE PER PLAN. 8. DROP ROD GUIDE.ATTACH TO GATE FRAME LEGEND: 1. 3'-0"WIDE VINYL SIDE YARD GATE 'TAN'COLOR TO MATCH VINYL PRIVACY FENCE. TOP.WELD TO RAILS AT TOP AND BOTTOM. B. BALL FINIALS SHALL BE PAINTED"GOLD", 3. 1-3/8"O.D.GALVANIZED PIPE GATE FRAME. WITH BOLTS(2)PLACES.

1. 5"Sq.VINYL FENCE POST WITH PYRAMID CAP,TAN'COLOR, 4 BOTTOM M 4. GALV.MESH FABRIC WITH'GREEN' WELD TO POSTS.x 11 GA-TUBULAR STEEL RAIL,TOP AND FINAL RAL COLOR TO BE APPROVED. COLOR 9- 1-418"STOPPER WELDED TO DROP ROD-

2. ADJACENT 6'-Q"SPLIT FACE CMU BLOCK WALL WI PRECISION CAP. BOTTOM VINYL COATING.KNUCKLE ENDS OF FABRIC. 10. TENSION BAR WITH TURNBUCKLE.

2. 6-0" HIGH VINYL FENCE, 'TAN'COLOR. 3. ADJACENT 5'-0"VINYL PRIVACY&RETURN FENCE. 5. FINISH GRADE FINISH SURFACE. 5- HEAVY DUTY MALLEABLE IRON'FULL-BACK' 11. 6 GAUGE ALUMINUM WIRE TIES AT 18"O.C.

3. FINISH GRADE. 4. LATCHING HARDWARE. GATE HINGE,(2)PER GATE 12. ADJACENT CHAIN LINK FENCE PER PLAN.

5. FINISH GRADE. 6. 1-318"DIA.HEAVY DUTY DROP ROD WITH WELD-ON BALL CAP.

Do5'-0" HIGH VINYL FENCE 3'-0" WIDE VINYL SIDE YARD LATE TUBULAR STEEL BASIN FENCING 2' WIDE DOUBLE CHAIN LINK LATE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 0 0 3 0 0 0 0 0 0 0 . ( 1 „ ,., \ „_____ iliN - LEGEND; , 1- 16"SQ.CMU BLOCK COLUMN W1TH'TAN'COLOR I I
I I ` 1 STUCCO AND TAN'COLOR PRECISION BEVELED CAP. i aSerena I 2. PERIMETER 6'-0"HIGH TUBULAR STEEL FENCE.

3. AUTOMATED,DOUBLE SWING,TUBULAR STEEL
VEHICULAR GATE WITH MOTOR.

4. PEDESTRIAN GATE WITH PERFORATED BARRIER AND
KEYED OR FOB ACCESS CONTROL.

5. TUBULAR STEEL WING FENCE WITH PERFORATED

6. EBARRIER EACH SIDE OF PEDESTRIAN GATE.

NTRY MONUMENT CMU BLOCK WALL WITH TAN'
II COLOR STUCCO,TAN'COLOR PRECISION BEVELED

CAP,AND PRECAST NATURAL GRAY COMMUNITY
SIGNAGE WITH LETTERS PAINTED BLACK.

7. FINISH SURFACE I FINISH GRADE.
1 II IIIIII I i I Nil I (7 1 0 0 GATED COMMUNITY PRIMARY ENTRY
SCALE: 1/2" = 1 '-0"
07/20/21

TED COMMUNITY
1(13 \I• I11E.3LAHSCE)011R\jEll\ ASGA ARCH TERRA

DES GN GROUP

LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA,
CALIFORNIA 91730 PH:(909)484-2800
HOME CONCEPTUAL WALLAND FENCE DETAILS
LC .5
TM 20245 CITY OF UPLAND , CALIFORNIA]

Page 576 of 3744 ends

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SYMBOL I CALLOUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE SYMBOL/CALLOUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE SYMBOL I CALLOUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE EAST-WEST FRONT YARD TREES:

FRONT YARD TREES: EAST-WEST FRONT YARD TREES:
• T-1 Quercus ilex Holly Oak 24"Box Per Plan Standard L F � T-1 Quercus ilex Holly Oak 24"Box Per Plan Standard L T-1 Quercus ilex Holly Oak 24"Box Per Plan Standard L --- SHRUBS: SHRUBS SHRUBS:

Euryops v.pectinatus Green-leaved Euryops 5 Gal. Per Plan Patio Tree Form L " Solanum r.'Royal Robe' Royal Robe Paraguay Nightshade 5 Gal. Per Plan Patio Tree Form M Alyogyne hueglii Blue Hibiscus 5 Gal. Per Plan Patio Tree Form L Rhaphiolepis i.'Magnificent' Magnificent Indian Hawthorne M 0 Cupressus s.'Monshel' Tiny Tower Italian Cypress 5 Gal. Per Plan L 0 Cupressus s.'Monshel' Tiny Tower Italian Cypress 5 Gal. Per Plan L 4 Cupressus s.'Monshel' Tiny Tower Italian Cypress 5 Gal. Per Plan L ❑ Laurus nobilis Sweet Bay 5 Gal. 48"O.C. L ❑ Laurus nobilis Sweet Bay 15 Gal. 48"D.C. L ❑ Laurus nobilis Sweet Bay 15 Gal. 48"D.C. L 0 Leucadendron'Safari Sunset' Safari Sunset Conebush 5 Gal. Per Plan M I,'% Callistemon v.'Slim' Slim Bottlebrush SIGaI. Per Plan M `,� 'Carpentaria c.'Elizabeth' Bush Anemone'Elizabeth' 0 Berberis'Orange Rocket' Orange Rocket Barberry 5 Gal. Per Plan M 'Nandina d.'Sienna Sunrise' Sienna Sunrise Heavenly Bamboo 0 Olea e.'Little 011ie' Little 011ie Dwarf Olive 5 Gal. 36"O.C. L "Rhamnus californica Coffeeberry "" II II 0 Olea e.'Little 011ie' Little 011ie Dwarf Olive 5 Gal. 36"O.C. L 'Rhamnus californica Coffeeberry 0000 0 Olea e.'Little 011ie' Little 011ie Dwarf Olive 5 Gal. 36"O.C. L alk *Rhamnus californica Coffeeberry "" II II IISalvia I.'Santa Barbara' Santa Barbara Mexican Bush Sage 5 Gal. 36"O.C. L �.

WI" Phlomis fruticosa Jerusalem Sage 5 Gal. 36"D.C. L VW ,.
. Rosa f.'Iceberg' White Iceberg Rose 5 Gal. 36"O.C. M [ ■/ Aloe'Blue Elf Wall Germander 1 Gal. 24"O.C. L 0 Lavandula s.'Otto Quast' Otto Quast Spanish Lavender 1 Gal. 24"O.C. L 0 Salvia x'May Night' May Night Meadow Sage 1 Gal. 24"O.C. M GROUNDCOVER:

GROUNDCOVER:

Rosmarinus o-'Prostratus' Dwarf Creeping Rosemary 1 Gal. 36"0-C. L Juniperus h.'Blue Chip' Blue Chip Juniper "" "" " Rosmarinus o.'Prostratus' Dwarf Creeping Rosemary 1 Gal. 36"D.C. L GROUNDCOVER:

Juniperus h.'Blue Chip' Blue Chip Juniper II II "" "
07 /2 /2 Rosmarinus o.'Prostratus' Dwarf Creeping Rosemary 1 Gal. 36"O.C. L :;:,�r ..;3;
Dianella r.'Little Rev' Little Rev Flax Lily 1 Gal- 18 O-C- L Juniperus h.'Blue Chip' Blue Chip Juniper v yc�
,,.. " _ '*,;k;;' ,� , Dianella r.'Little Rev' Little Rev Flax Lily 1 Gal. 18 O.C. L /,..4y . •
Dianella r.'Little Rev' Little Rev Flax Lily 1 Gal. 18 O.C. L V. -r:7":4 Ali yy I
J ,.

KB KB HOMES
VILLA SERENA GATED COMMUNITY . ,..t.,,,..r. f v...

ARCHffERRA
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LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA,
CALIFORNIA 91730 PH (909)484-2800
HOME TYPICAL HOA FRONT YARD CONCEPTUAL LANDSCAPE PLAN Lc . 6
TM 20245 CITY OF UPLAND , CALIFORNIA

Page 577 of 3744 ends

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1(13 KvIBLLAHs0ERMENEASGA AR.CHffERRA

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LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST-,RANCHO CUCAMONGA,
CALIFORNIA 91730 PH:(909]484-2800
HomE RECREATION CENTER CONCEPTUAL LANDSCAPE E N LARGEM ENT LC - 7
TM 20245 , CITY OF UPLAND , CALIFORNIA

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AR.CHffERRA
DES. GROUP

LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA,
CALIFORNIA 97.. J PH:{909]484 2800
HOME
TRAIL & POCKET PARK LOT ` E ' CONCEPTUAL LANDSCAPE ENLARGEMENT LC - 9
TM 20245 CITY OF UPLAND , CALIFORNIA

Page 580 of 3744 ends

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Beaver Hut Concept - _ _ . _ W = IQortb me:rie:A) €ieAver Y _ S ��►, e. vex .r aA A�' � .- -Y� �� .,-a_,..,__. apart of Creatures by UPC'Parks ' ?- � a part of Creatures by UPC Parks --.--;,-,--i-_ xJ a part of Creatures by UPC Parks L ....„....,7__
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Swimming Beaver 1' Baby Floating Frog I7 I
This cute little animal isgreat for water and lake I4' 3" ' Elevation Plan View 6 �3_g '1 �1 1 Swimming Beaver is a good friend for any fl *Jr.• 2''7" The Floating Frogs are great friendly fun for 5cale:114"= 1'fl" Scale: 114"_ 1'o" 9' 7'-2" themes. The North American Beaver is friendly imaginative play adventure. He looks great on pre-schools and day cares. They function as a I fun for pre-schools and day cares which functions blue EPDM "water" surfacing and is a must for small safe climber and stepping stone, and are I z,_Z,r
as a small safe climber that kids can explore and any lake theme. He also makes a fun little — — great for imaginative play and wetland themes.

Install tbd include in their imaginative play. stepping stone. The Frogs come in sizes medium and small.

Weight approx.9000 lbs. , 1 �� Plan view with use zone.
-8 Material: PolyFiberCrete® Color Options: Material: PolyFiberCrete® Color Options: Color Options:

Finish/Texture: Light sandblast Custom available. Finish/Texture: Light sandblast Custom available. r Material: PolyFiberCrete® Custom available.

Anti-graffiti: Acrylic sealer Full or partial Anti-graffiti: Acrylic sealer Full or partial Finish�Texture Li ht sandblast 9 Y 9 Y 9 Full or partial mosaic available. mosaic available.

Simulated Logs&Sticks T _ _ Anti-graffiti Acrylic sealer mosaic available.

Colors may Vary Colors may Vary Colors may vary itiolltiarimm For Ages: 2-12 from pictures. For Ages: 2-3.2 from pictures. • ., For Ages: 2-12 3 openings - I Estimated Users: 3 i. 6' Estimated Users: 2 2 2" Estimated Users: i from pictures. 3,_2" Footing: Integral to part Footing: Integral to part - '"; Footing: Integral to part Highest Designated Play Surface: 2' 2" -- - Highest Designated Play Surface: o'6" -- _; . :•:: Highest Designated Play Surface: ' 2" Installation: Install Using two(2) Straps _--•. www.upcparks.com �'� Rev- Praric' Plant:,. Rev- Page- Part Name: Part Weight Iii 53o-243-6477 4 an C. • . o3/14 i/ www.upcparks.com 0 243 6477 www.upcparks.cvm 530 243 54 - www.upcparks.com Beaver Hut Concept tbd tbd 530.605.2664
Plant 530-243-6477 Dale. 1-10-2012 Contact: Dan Rev: na Page: 111 -. - ,._..)
PROPOSED AT POCKET PARK LOT `C' SEE SHEET LC-8 PROPOSED AT POCKET PARK LOT `C' SEE SHEET LC-8 PROPOSED AT POCKET PARK LOT `C' SEE SHEET LC-8 PROPOSED AT POCKET PARK LOT `C' SEE SHEET LC-8 Triple e Rope Trail t KOMPAN Spinner Bowl KOMPAN , Spica l KDMPANI p Let's play Let's play Let's play COR20840 ELE400024 G)CY8014 Item no.COR208401-0901 Item no.ELE400024-3717LG Item no.GXY801421-3717 General Product Information General Product Information General Product Information Dimensions LxWxH 42'11"x20'1"x7'3" -- Dimensions LxWxH 1'8"x1'1 D"x2'0" Dimensions LxWxH 1'5"x1'6"x5'7" Age group 2-5 411111111%4 Age group 5-12 Age group 5-12 Play capacity(users) 24 Play capacity(users) 1 Play capacity(users) 1 -Ti.--.f.:I
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The Triple Rope Trail is rich in versatile, Tube.The three fun climbing links between offer a point from which less confidentclimbers This wildlyor mildlyspinning piece with its cute sitting in,on edge of, pushing,pulling oreven which is mandatoryfor concentration skills and The quirkyshapes,toothytop and triangle slowing down speed.This will appeal and make shape ofthe seatallows room for up to three r bouncing climbing experiencesfor ages 3 and offer wobbly,swaying,bouncy clim bs with can plan their next moves. rounded design evokes squeals ofjoywhen standing in the spinner bowl.these make the the ability to sit still.Pushing or being pushed platform invite curious 5-12year olds to play go on and on,even when children are children,stimulating the social skills of up.This attracts children and keeps them vertical support points for seating or hanging. children rotate again and again.With its easily Spinner Bowl a long-time attraction.The tilted by others trains social-emotional skills such as investigate the Spica.The rotating movement of hanging in their arms.Getting to master the cooperation and turn-taking. playing together for a longtime,again and The responsive climb trains children's balance, access ible,tilted spinning bowl itinvites bowl allows the child to adjustthe spinning turn-taking. the Spica is at the center.It takes exploration to rotation elementstimulates the cognitive skills again.The climbing walls are great starting coordination and spatial awareness.These children of all abilities and a wide age span to speed with their body movements.This trains reach the point of total masteryof spinning.The of the child,in particularthe logical thinking. points.The dim bing trains coordination,which motor skills are crucial for managing the world ♦din.„,F,,, play.The small footprint allows for placing 2-3 the logical thinking to speed up by scooping up ♦ curved pole invites holding onto and the child The agility,balance and coordination are ♦ stimulates brain activity necessaryfor reading. securely,or even sitting still and concentrating. Spinner together,encouraging social or slowdown by spreading arms and legs out. figures out that leaning into the pole means intensivelytrained as the Spica invites different (.....N
Older children are challenged bythe Rocking The many restpoints allow forsocialization and play.The variety of playopportunities include Spinner Bowls train the sense of balance, intense spinning speed,leaning outmeans body positions when spinning.The triangular (s
1 1 3/4/2021 Data is subject to change without prior notice. 1 1 314/202 1 Data is subjectto change without prior notice. 1 1 3/4/2021 Data is subject to change without prior notice.

PROPOSED AT POCKET PARK LOT `B' SEE SHEET LC-8 PROPOSED AT POCKET PARK LOT 'B' SEE SHEET LC-8 PROPOSED AT POCKET PARK LOT `B' SEE SHEET LC-8 07/20/21
1(13 KB HOMES
VILLA SERENA GATED COMMUNITY ARIc H 'ITER RA

DES GN GROUP

LANDSCAPE ARCHITECTURE AND PLANNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA,
CALIFORNIA 91730 PH:(999)494-2800
HOME POCKET PARK PLAY EQUIPMENT AMENITIES BOARD Lic _ 10
TM 20245 CITY OF UPLAND , CALIFORNIA]

Page 581 of 3744 ends

Greenr � OUTDOOR CREATIONS, INC. SCALE:IA = 32" MAN.TOL. +1-114" Ields TWO-PERSON BACK & ARMS COMBOTHREE-PERSON STATIC COMBO MODEL Greenle1dS WITH RIGHT SIDE WHEELCHAIR ACCESS CUSTOMER APPROVAL x DRAWN 8Y: MNC m _ Outdoor Fitness GR2005-1-42 Outdoor Fitness. � ���= - Promoting Wellness A Fighting Obesity One Community at a Time: int I ill _a • irx
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Outdoor Fitness. S G R2005-1-89 5.Incline Leg Raises k 0 i ,• '0 1. Concrete mix design to include a mixture of Portland Cement, Promoting Wellness S Fighting Obesity One Community at a Time: pSit-Ups _ water,coarse and fine aggregates,pure mineral oxide coloring

6.Incline t _ 1 _ - agents(when applicable)to yield a minimum compressive WEIGHT 2450 LBS - I: ._ - strength of 5000 psi. TEXTURE ' -: ' f1 ,• .. ;�.._ot r 2. Final product shall be reinforced with#4 and#5 rebar grid. °❑. F- -• 3. Product is cast in 1-piece with no assembly required. COLOR:
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Greenfields'units are designed to accommodate the majority of users age 14 and above;however,due to the nature of outdoor fitness equipment units are'one size fits most". _ , in order[o honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves tl e fight to make charges and revise the design specifications without notice. g 20t7 Gret,delds Outdoor Fitness PROPOSED AT POCKET PARK LOTS D' & LOT `E' SEE SHEET LC-8 & LC-9 PROPOSED AT MOST POCKET PARKS SEE SHEET LC-8 07/20/21
1(1?, KB HOMES
VILLA SERENA GATED COMMUNITY ACHTEA

DES GN GROUP

LANDSCAPE ARCHITECTURE AND PIA NNING
10221-A TRADEMARK ST.,RANCHO CUCAMONGA,
CALIFORNIA 91730 PH:(909)484-2000
HOME POCKET PARK EXERCISE EQUIPMENT & FURNISHING AMENITIES BOARD Lic _ i 1
TM 20245 , CITY OF UPLAND , CALIFORNIA

Page 582 of 3744 ends
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