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Home My WebLink About2023-04-04 - Agenda Packet CITY OF ■ . ■ * ■ APRIL 4, 2023- 6:00 P.M. DESIGN REVIEW COMMITTEE MEETING AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 A. Call to Order B. Public Communications This is the time and place for the general public to address the Committee on any item listed or not listed on the agenda. The Committee may not discuss any issue not included on the agenda but set the matter for a subsequent meeting. C. Consent Calendar C1. Consideration to adopt Meeting Minutes of February 28, 2023. (No meetings in March.) D. Project Review Items D1. DESIGN REVIEW — NEWCASTLE PARTNERS - A request to demolish an existing office/warehouse building and its associated parking lot/outdoor storage area and construct two industrial/warehouse buildings totaling 74,387 square-feet within the Neo Industrial (NI) District, located at 9910 6th Street. APNs: 0209-211-42 and -43 (Design Review DRC2022- 00301). D2. DESIGN REVIEW — FOOTHILL LANDING PROPERTY OWNER, LLC — A request for a site plan and design review to construct a mixed-use development comprising 360 residential units (including 3 live-work units), 4,200 square feet of commercial lease area, and 3,100 square feet of live-work commercial lease area on 6.14 acres of land at the northeast corner of Foothill Boulevard and Etiwanda Avenue in the Corridor 2 (CO2) Zone. APN: 1100-161-01, 02, and 03 (Design Review DRC2022-00280). 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. If you need special assistance or accommodations to participate in this meeting, please contact the Planning Department at(909)477-2750. Notification of 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility. Listening devices are available for the hearing impaired. 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 30, 2023, at least seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City's website. WCITY OF ■ . ■ * ■ Design Review Committee Meeting Rains Conference Room Meeting Agenda February 28, 2023 DRAFT MINUTES Rancho Cucamonga, CA 91730 6:00 p.m. A. Call to Order The meeting of the Design Review Committee held on February 28, 2023. The meeting was called to order by Sean McPherson, Staff Coordinator, at 6:04 p.m. Design Review Committee members present: Vice Chair Commissioner Tony Morales and Commissioner James Daniels. Staff Present: 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 November 1, 2022. Motion carried 2-0 vote to adopt the minutes as presented. D. Project Review Items D1. DESIGN REVIEW - LEAP DEVELOPMENT, LLC — A request for a site plan and architectural review of a mixed-use development comprising 160 residential units and 1 live-work unit with 745 square feet of commercial area and a Variance for a reduction in the non-residential requirement for mixed-use projects for 4.41 acres of land at the southwest corner of Foothill Boulevard and Vineyard Avenue in the Corridor 1 (C01) Zone. APN: 0207-211-43 and -44. (Design Review DRC2022-00280 and Variance DRC2023-00022). The Committee took the following action: The Design Review Committee stated that the project was well designed and recommended that the project, including variance, move forward to the Planning Commission for final review. Recommend approval to PC/PD. 2-0 Vote E. Adjournment Meeting was adjourned at 6:45 p.m. Respectfully submitted, Elizabeth Thornhill, Executive Assistant Planning and Economic Development Department Approved: Design Review Committee Regular Meeting Minutes — February 28, 2023 Page 2 of 2 Draft DESIGN REVIEW COMMENTS April 4, 2023 6:00 p.m. Vincent Acuna, Associate Planner DESIGN REVIEW — NEWCASTLE PARTNERS - A request to demolish an existing office/warehouse building and its associated parking lot/outdoor storage area and construct two industrial/warehouse buildings totaling 74,387 square-feet within the Neo Industrial (NI) District, located at 9910 6th Street. APNs: 0209-211-42 and -43 (Design Review DRC2022-00301). Site Characteristics and Background: The 4.54-acre project site was previously used as a recycling facility with a large parking lot/outdoor storage area. The building and its associated parking/outdoor storage area will be demolished as part of this project. The rectangular project site has dimensions of about 315 feet (east to west) and 520 feet (north to south). A majority of the site is paved with a parking lot/outdoor storage area and existing vegetation is limited along the site's frontage along 6th Street. The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Office/Warehouse and Neo Industrial Neo Industrial (NI) Outdoor Storage Area Employment North Industrial/Warehouse Industrial Industrial Employment (IE) Employment South Industrial/Warehouse Industrial Industrial Employment (IE) Employment East Industrial Complex Neo Industrial Neo Industrial (NI) Employment West Industrial Complex Neo Industrial Neo Industrial (NI) Employment Project Overview: The applicant proposes to construct two industrial buildings totaling 74,387 square feet. Building 1 measures 25,635 square feet and is located toward the southerly portion of the site, closest to 61h Street. Building 2 measures 48,752 square feet and is located toward the northerly portion of the site. No specific uses are currently proposed for either of the two buildings. The site will be accessed via two driveways from 61h Street. Building 1's parking and loading area are ungated, while the rear parking and loading dock area of Building 2 will be gated. DRC COMMENTS DESIGN REVIEW DRC2022-00301 — NEWCASTLE PARTNERS April 4, 2023 Page 2 i ;'m Mimi i I ft - I PROPOSED BUILDING tTA x 1 I � f PROPOSED BUILDING 2 3: fiF Parking areas for the two buildings are evenly distributed across the entire project site, and all truck loading and truck trailer parking areas are located away from public view. Required parking for the project was calculated with the assumption that both buildings will be tenanted with a warehouse use and an ancillary office. Based on this calculation, the project will require a total of 101 vehicle parking stalls. The project provides 101 stalls, meeting the parking requirement. There is a total of 7 dock doors proposed between the two buildings. Therefore, a matching number of trailer parking stalls are also provided in compliance with Development Code requirements. Landscaping is generally distributed along the project's 611 Street frontage toward the southerly portion of the site and within the building's parking areas. All trees proposed along the public right- of-way and within the subject property are at least 24-inch box in size, in compliance with the Development Code. The project will be conditioned to incorporate landscape lighting along its street frontage to enhance the site's nighttime aesthetics. The project complies with all pertinent standards in the Neo Industrial (NI) zone, as demonstrated in the following table: DRC COMMENTS DESIGN REVIEW DRC2022-00301 — NEWCASTLE PARTNERS April 4, 2023 Page 3 Development Standard Required Proposed Complies? Building Height Max. 70' * 39' YES Floor Area Ratio Max 0.6 0.38 YES Front Setback— Bicycle Corridor/Local Street Min. 25' 91'-5" YES Interior Side Setback Min. 5' 37' YES Rear Setback 0' 56'-7" YES Open Space/Landscape Area Min. 10% 12.27% YES *Max 70 feet as long as building is set back 1 foot from front setback for every 1-foot building height exceeds 35 feet. The proposed building will be of concrete tilt-up construction painted with a palette of three colors. The building will have form-lined concrete panels at various locations. As the uses within these buildings are expected to be logistics or warehouse oriented, there is limited articulation throughout the wall planes to maximize the efficiency of the interior space. However, this limited articulation does not result in an overwhelming building mass, as vertical columns of sandblasted concrete break up the building fagade. Additionally, the application of glass panels along the building's office frontages adds architectural interest to the fagade. ■■ice■ice■ Man- 0 ��- s The project meets the intent of the Neo-Industrial land use designation of the General Plan, which is intended to provide for light industrial uses that result in low environmental impacts. The proposed buildings meet this intent by constructing smaller sized buildings that could accommodate a variety of low-impact industrial uses. DRC COMMENTS DESIGN REVIEW DRC2022-00301 — NEWCASTLE PARTNERS April 4, 2023 Page 4 Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning) of the proposed project and recommend the selected action below to the Planning Director/ Planning Commission: x❑Recommend Approval of the design of the project as proposed by the applicant. ❑Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director/ Planning Commission. ❑Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission. ❑Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Vincent Acuna, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Acting Principal Planner Exhibit A— Project Plans VICINITY MAP SHEET INDEX SITE PLAN GENERAL NOTES: KEYNOTES:® PROJECT DATA-BUILDING 2 PROJECT DATA BUILDING 1 OVERALL PROJECT DATA EEcr Dora ,PRGPOAIn PA„NTEnTnRETE1LT 11IIANS 11osTRIALNRIL°I' v.Enlmx000 arDG—PERCRvsrANOA1 zoNE. w SONG RI SOME. AI-2P wALLANDEENCEPUN IANOSEM,OVERHANG ttPIGAl fXCEPi AI CLEPABIBIf sIAT ILL PITS—NE RESIT,TGvx,e vulawEwlAxs.smwxn PLR ,a"I,ws DwrEwnvro GEwro[xnxDR[ans"HOT[O TIS AL vanoD 2.PARALLEL SHAus ARE v X. nl,rs<e«w�z. R,Is•_MA.NENEnncmroP„ww„a DruxoscAPE,GN LwoscwEPLw. GrouAENsenD ucnvlowow,cu sxNuerscREENE °PRoe Nv,oREAMA. ,IsmevTzuAc APPra:nnsTeARu. rasmov,.eoAc "°°Ron xnsREAM". ,Oanesrrl scHEMAnc BUILDING SEcnorvs s.SETUCN REQUIREMENTS: AS OVEAH1X63Ad%XG°`"01T'"0X°PP� mmRNIIII unDING.wonlcraEwcNEGP Nus.sEI PR�IPOAlonsPACEs uouwzD. VEL IM z oi< coucEFicaAoinc Ano HTOESirux PUN NOTES •.=°ncRl,zvea°w° z.Rl..nn.n�nRvc�o„Aln n,N °NCIP�,e«�z.Pz 11.Euc,xlul�o OR u l°coM°Irrero"n".ruin`uiIP ECIoaRlaran�"siacE`s u°'u uo 10 ou ro6E lxm Ie,nz sl ,o,nl ExD zoeassr mul Elxm fiord secnoxs axo onaLs IrwcE PLaw AVE.uxoscaissETRAcrc uEEE:inou cuneiaci c.PP,MARVNGIu„wln,..NCIwI oa nwcnxeRuz a,Nvw.Ix zz FAIIIIO DN�E�AVAPRoxroeERI.— w,. s11TOTH .aGr ° 1A aze WAA CAF 1111T urvlBucrc DLarvownoEl SELPAHR A�°NIPATRAIRIAL EcvcuNLENIN:.:R ENRrss.,HOW RWBITH An° PO aO xsuu nro - A. ,dnuu "RTA PM' zm <e sr PREUMIrwRr LA,rw caPEPUrv�cDeI FIRE DEPT.GENERAL NOTES: NNlww.uN,nN N,ecN,nNER,EELTENnE E-I SITE PHOTOMETRIC LGHONG PLAN I.E WHERNHA THE lDucwlxc. P.PwPERULINEs. APPLICANT:OARRCCHIrz N,INC. ,O,AL oRREM TA AIMAl 85SIF TOTAL OR REMAKING IATALLS ,1 AMO,AL IIISMAINNroI IF ,GIST IN.CLFAAANCE: Id'F6'� MI ALTON PARNM YSUDE INS n lAv ,n PROwsEOTwwsIOPnERL°mn°x RVINE,CAUSED T0.AUT0 PMNING PRm1DED. 86 SruLG TOTAL All INTHORG VRONITTE .t6 RTALu TOTALANTOPMNNG PN°VIESO ,Gl sr ITS LEGAL DESCRIPTION: wElexr caPncm. SO,Qoo Les. ,v NEwAOAA,KEsv&EPAuIa-LIIn,Na. ciuiacrl:MIRE slu L°N°FIRM 1TOSTRxs LONGTERM, 1POSRIONG L°N°TERM zxam nIpro=-N,Om E ALL N THE LANE TO All MEOOOmGr nE�oIN AEOr�IEGRN DIRDISNwREO REM G ESSH LBEINST NDHPER HENRDI'TR PRaDIRENENS. �...sl° .MNw laCAN M Ew N,n I°INE InN°I�NE:. w C ul:nPlm DEVELOPER: RAnERP MNG owDED ,RLIRPARwnG DID T LERP MNG �I a.slcNncE sranonRns PER RA c ocucAMo NSA Ro CTo ETSIr. ns,rs. ET srtE. ACE,ro, DSTwCT DECEMBER 2ma ,.PRwAOE N,a 11THORPARSANN Punw, REDroNN Er uD mxN REDroNn r _ APn°zIT MON.zM.z.°N THE.roO.NOI EO¢z�'x*m�uc°NOEOr:OOAo°nn. ,REn°nnnPw,E°O�F�uIO ELUTaP.ss°NeNn�NGNGGwnP°AT.u<°o°RA PENNc.c:En 11 OR fAM�O suS EH,s LwoscwE PRwloEu ,,.n,vnD.°u uxoscAPE Pxov,DEo. ¢,usw,,.nw unoscAPE ProRIOEu I.vnzz ONTA SMIT PHANEF IJ N zeea THSTRATSLINE TIC. -EASEMENT _ - _ - - _ .— ____ ______________________ __ _____ ___ _______________________ _________________________________ ______ ___ SEMENL ______�__�__=-�_�_ c __ _ w. Id.EO TPaLER Prcc Id.EO TRAIL ool,E ------- — Q ----------- L ------------- - - - - - :........1.......: ..................................................................... . ........................... �...... , I SE e °e .... e EV EV TO '� L ,nReocn PGsew ...... 1 nREI PAro d,G �� ,,,D,7 � El NO-1POSTOW EV OFFICE c EV AREA SIT „OTaLE s s = a M rr Ev �: JI eIe EV a '�N FOOTPRINT: a EV BUILDING AREA SF MEZZANINE:1,750 SF-- „ Ev G.F.A..25,635 SF D I O I I BUILDING AREA 2 KH FOOTPRINT:44,502 SF MEZZANINE:4,250 SF G.F.A.:48,752 SF 15 _ l ' wog OF ICE 0000°oo A EA 0000 M °o°oo°Oo°o°o I y y I , -- -.,� N - W I= Id m t �NONL°1NITT PwPTSH LINE NZI RLDORwwL — ° SITE PLAN DRC2022.00301 • 9910 6TH STREET Newcastle PARTNERS 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA ISETTOLI CORONA,CA 92880 951-582-9800 A 1-1 P IS 111TW AID THARN SITE PLAN Exhibit A APPLICANT: ...................nrExnxoxmrt,.nx mx '111ALiGN PARAw vESUrtE t0UE01GN,INC. CO ACi MI moxn Erxx mlN�pe artma6.¢m .............. cEvcx wu,rcunrcx Erisnxc DEVELOPER: _________...NIGNaa.aM. xm.cxxxc i40 GREEN R—NERG IN IVER SURE iCB CLI ROAA G9]880 PHGNE95=1111 M I I \ .......mwmw w.....w.....x.w... .w......L1.w.M...NL....w.....x.w.... ... .....�w x.x .wmw........w....� I .wmm.. - -__ - -_ _____�—�--_-— �— ,^„ EA UM _ ___ � - ___ o 4 co rRauRPxc i4 wmNLER PAc °o°o°Oo°o , oo°000 i i — I00000 `----------------------_'------------------ 30 lu k. o000 EV EV 8 II II II:::I.I.II ----- - EV EV e j EV EV OFFICE a q� -- — EV AREA _ p- I s 11x5G 1RVLER PR y p� EV Z EV 8 T 9 N , - ,-,, EV - BUILDINGAREAI I I FOOTPRINT:23,885 SF €i MEZZANINE:1,750 SF-- G.F.A.:25,635 SF EV I BUILDING AREA 2 ® I I e FOOTPRINT:44,502 SF ® IEE I MEZZANINE:4,250 SF G.F.A.:48:752 SF OF ICE A .21 EA o°oo°o°oo oo°000 9 4 I I I I I oos000 xa I 9 I 000000 — L ---------- — — — — — — — I I I lo lo L-_L ..d...._,........_._.... �x mEa9a,xa �a„ A�wmE SITE PLAN .a.ax mxE EnEE E nan a,a9x .aE x DRC2022.00301 Newcastle PARTNERS 9910 6TH STREET 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA CORONA,CA 92880 951-582-9800 Al-2P FENCE PLAN KEYNOTES OO .2 CONSTRUCTION NOTES: TRASH ENCLOSURE PLAN VIEW FF,7r 'ALL NI 4'1A'T1 S,7 TRASH ENCLOSURE FRONT ELEVATION IROPP�1'11 BUILDING 'LESEG m RG ffT RD RD _FPROPOSED BUILDING 0 (D .1 IAL CS APPLICANT: RGA OFFICECTUTRE1 DESIGN.INC 15231 ALTo SU EjRC RNSRNE..LI"I I= T "KEI GILL— BUILDING 2-OVERALL FLOOR PLAN BUILDING 1-OVERALL FLOOR PLAN ACT DEVELOPER: NENSTLE""NE"INC 4NGM I740 G REEN R SE'D—R 1 1 R DRC 2022-00301 1=0 Newcastle PARTNERS 9910 6TH STREET 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA 1HE-1 CORONA,CA 92880 951-582-9800 A2-1 P FLOOR PLANS E— SLOIE j fi LID IMU NN ----- ----- F r:1 --C- E." APPLICANT: RGA OFFICE=CTUTNE1 DESIGN.INC 15231 AL7D SU EjW Ios I T "LIKEI GILL— BUILDING 2-OVERALL ROOF PLAN BUILDING 1-OVERALL ROOF PLAN ACT DEVELOPER: NED'STLE""NE"INC 4GGM RSE.1740-EN R1I—1 Le —T m"DRC 2022-00301 1=0 Newcastle PARTNERS 9910 6TH STREET 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA 1HEET-1 CORONA,CA 92880 951-582-9800 A2-2P ROOF PLANS ID-1 worEmrtw wwcwncw n+n wow w Ywsx. i�w uaw w wsr SaYr�szw snren sec�eE,w Anse eYaerwwl Imx m., cw:+s+,eep�sooty wr.[ L .w•.wwww.w.w..w.w..w..w.www.w.w..w.w.ww w.n ..... �FWD-.. - ��-,�.�-ems --........................www.w.w..w.w.wn.wwww.wwWw•w. 1.l� W ry EV .��' OFFICE 5 AREA y5n Of FICE AREA ' � I I ..... ...... 7,\/JI�Jy�J APPLICANT: qs3°n�ioHvnk—vsurt[,m DESIGN.INC IYNNE.CA9]6,B I(WA ARC 202Z4MT�WZTLIKEI GILL DEVELOPER: NED'STLE""NE"INC 'w"SSaa rn.11Isui „e DRC2022-00301 NINE"1 '800 Newcastle PARTNERS 9910 6TH STREET 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA CORONA,CA 92880 951-582-9800 A2-3 P CONCEPTUAL SOLAR PLAN FINISH SCHEDULE: P-1. FIELD COLOR SW]0T05 O PURE WHITE ' 11. LIGHT ACCENTCOLDR SW]0]3-NETAOCI GRAY MEDIUM ACCENT COLOR SW]0]d-SOFTWARE -Tr 11. CARRACCENTCDLOR ➢9�. SW]0]6-CYBERSPACE m IL-5.GISG-PWMARYWINDOW - SIMILAR SITE LIGHTING STYLE SIMILAR ENTRY LIGHTING STYLE PPGSGLARDGDLPADIEIDA "a} - Lt swcx..s. 2 cuL x,.s. 1 P-6. ACCENT DOLOR SW68M DIGNITYBLUE SS -].MILASTEO WALL PANELS Jill III�TueE sn,rnI III I I,IeI I II II II ALUMA METALPANELIDEN ANOPY EAST ELEVATION suu.ins-,o § 3 KEYNOTES O TYPICAL TUBE STEEL FENCE ELEVATION n,. ,aL o PROPOSED PAONAGE UNIFINIGIFLOCR T BUILDING PARAPET TILT-UP BUILDING , LED NORTH ELEVATION TYPICAL EQUIPMENT SCREEN LINE OF SIGHT n I =0 n b CNL STcaEfPnN, WEST ELEVATION PE A n,ns>nOlrvn1. TYP.SUNSHADE-C.R.L OR ARCADIA EQUIV. 0zB 2 --- — APPLICANT: o - - -- m `"CA 90�r`GOITE,DD 9 DESIGN.INC �v m��RP1aaan0,c,.LIom DEVELOPER: 7ANTNURS INC, OCRENN Wo,sDI „0 WNiACT'.JAE.0 SMITH SOUTH ELEVATION PHONE D51-00 DRC2022-00301 • Newcastle PARTNERS 9910 6TH STREET 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA CORONA,CA 92880 951-582-9800 1 A3-1 P EXTERIOR ELEVATIONS-BUILDING 1 FINISH SCHEDULE: P-1. FIELD COLOR SW 70005 O PURE WHITE ' 11. LIGHT ACCENTCOLOR SW 7073-NETWORK GRAY 11. MENEM ACCENT COLOR SW 707C-SOFTWARE § P4. OARH ACCENT COLOR SW7076-C13ER11ACE ^m' (EL-C G1 1-11MARYWINOOW PPGSOLARCOOLPACIEICA �., SIMILAR SITE LIGHTING STYLE 2 SIMILAR ENTRY LIGHTING STYLE 1 rucxT.s. cuE x7.s. P-6. ACCENT COLOR SW68M DIGNITYBLUE SS-7.SANBIASTEDWALLPANELS EAST ELEVATION IIIII�Ili i i i imm imni I imi imm I ALDMA METALPANELE.1-CANOPY KEYNOTES O TYPICAL TUBE STEEL FENCE ELEVATION NORTH ELEVATION PA.'R`c uM' s,u°E„ UTP TVP.SUN'SHADE-C.R.L�ORrARCA01A EQUIV. �Mo"w0 eu J TYP.SU n M WEST ELEVATION 4 APPLICANT: wDFFIOFOEN�H17EC7UMD N.wC. t5f3,ALNN PnRKWAV SURE i W o o § TrAriiur:inHlici clu T`NTUaam'K`EGILL IN g °vg DEVELOPER: aN�7Eao %Ri aoERC swiGIIi NONE SOUTH ELEVATION -moo x DRC 2022-00301 • Newcastle PARTNERS 9910 6TH STREET PC ArEirGI 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA CORONA,CA 92880 951-582-9800 2A3-1 P EXTERIOR ELEVATIONS-BUILDING 2 ALL RpOROP EpNIPMENi SHALL BE COMPLETELY SCREENED BV x'PA0f1nxs ja mv�x THE PARAPET WALLS _ —� ilil�ionrµ 000Fo� — VI nurvF o,slsxr c. rc� ivuxF ors°xr al _____________ I I I I SECTION A-A:NORTH-SOUTH TYPICAL BUILDING SECTION SCALE IiId_,'-0" 9rt�suFl STEEL FENCE ,IN ma rc FF, NE INT STALL STRIPING x 2 APPLICANT: RGA I o DESIGN.ING 'NAN'ALT SU W 1E a —®�saMnee GILL m DEVELOPER: NEDMSTLE""NE"G,CA11I ,IBINC WNLN .I DRC2022-00301 NINE"1 Newcastle PARTNERS 9910 6TH STREET 4740 GREEN RIVER,SUITE 110 9910 6th STREET,CITY OF RANCHO CUCAMONGA CORONA,CA 92880 951-582-9800 A4-1 P BUILDING SECTION AND DETAILS P.L TUBE STEEL I HIGH 1 FENCE T BLACK• NEW G W A- H I ON BLACK P.L. BE STEEL FENCE TE_ 17 EASE. EASEMENT ACCENT PAVING AT DRIVE ENTRY 4 TRAll.61ING TRAILER 5poK C US T BOLLARD AT ENTRY TYP. Cl NEW0'HIGH BLACK J ........ PEAK I LUNCH AT TUBE STEELFENCE Wl—1.COVER TRAILER KS ,IEN,.T.PATFF TRANSFORIVER `—BIKE RACK .......... .................... I ................................... OFFICEAREA EXISTING BLOCK WALL .......... • Lu PROPOSED BUILDING 1 DOCK DOOR 3.j F- �TRANBFIDRNER FA Y) 2 U. X,,. PROPOSED BUILDING 2 OFFICE AREA AC ENTRAVING �XCCENTNG AT DRIVE ENTRY AToFFICEENTRI AIGHT SOLTY RD ENTRYP. -—--—- —--—--—--—--—- W cai BIKE RA K 2 < l.Ll.N z '.'I-PAT lH.PATIO F-'(org En NEW HIGHIBI_ACK TUBE STEEL FENCE P.L. 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S.] .x TRAILER PKG I.n x.6 29 i 3♦ x J M¢ x.s 29 JA J.x Sx xrz 'a8 a'6 Ell ,♦ ,.s 2a , J .c 1z ,.s Ja i.s I.s .6 z ae z.s x.z I 90 MAIE ARO LIG111111G VADAUME SERTSPEED VLL PLED y^^FiN ^m s z.i I M zs az Is 1s z.a zJ z., z4 z4 zn 1.4 ze z.] z.] z9 1s 11 'Js 'a4 S.J 'zs I.I I.I I.s I.e v 4.4 z Ss 'z.4 I.n I.I 9s "s ae 11 al 1B 'm I.a B.s u u 1.5 ,] InL] ,. L. 1.5L] ,] Ln1A '1 l LB29x, x5 1nz] x, 12 „ LB �4xnx91B '„ x. L] LJ ,B19la ,zL. LnrzJxn29rz] ,4 'Qla ,, xn B , 4 ELECTRICAL SITE PHOTOMETRIC PLAN 1 scnmm" suat sm. Ii o W3 - - uRowxc. m�Ino iceasc v. + 11.4 MT AT l li i;l a,oi WZ nx m 211 os B Wt c W a. u Rol,vw. o Rx m(mo NG DO- D SAi rz __ RPM you.anr;aaww.n.� A..1 - - 9910 6TH STREET SITE PHOTOMETRIC .`BI696 9910 6th STREET, CITY OF RANCHO CUCAMONGA 8 19 FC-1.0 a cA ii/zywv 0vw/zz�Esoxl'/zYzmrz DESIGN REVIEW COMMENTS April 4, 2023 7:00 p.m. Tabe van der Zwaag, Associate Planner DESIGN REVIEW—FOOTHILL LANDING PROPERTY OWNER, LLC—A request for a site plan and design review to construct a mixed-use development consisting of 360 residential units (including 3 live-work units), 4,200 square feet of commercial lease area, and 3,100 square feet of live-work commercial lease area on 6.14 acres of land at the northeast corner of Foothill Boulevard and Etiwanda Avenue in the Corridor 2 (CO2) Zone. APN: 1100-161-01, 02, and 03 (DRC2022-00280). Site Characteristics and Background: The 6.14-acre project site is located at the northeast corner of Foothill Boulevard and Etiwanda Avenue. There is an existing single-family residence on a separate parcel located at the northwest corner of the site that will be removed and all three parcels will be merged. The dimensions of the roughly square project site are approximately 544 feet from north to south and 505 feet from east to west. The site gently slopes from north to south from approximately 1,209 feet along the north property line and 1,193 feet at the south property line for a grade change of approximately 16 feet. The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Vacant/Single- City Corridor- High Corridor 2 (CO2) Family Residence Multi-Family Medium Residential - Etiwanda North Apartments Suburban Neighborhood Low Specific Plan South (M-ESP South South Approved Mixed- City Corridor- High Corridor 2 (CO2) Use Development East Multi-Family City Corridor- High Corridor 2 (CO2) Residences West I Vacant Land City Corridor- High Corridor 2 CO2 Project Design and Layout: The project is comprised of a 4-story building wrapped around a 5-story parking garage at the center of the project site. The residential units are built around four separate courtyards that provide green space and recreational amenities. A frontage road parallel to Foothill Boulevard provides on-street parking, creating a buffer between the units, the public sidewalk, and vehicle traffic. Public amenities include common seating/dining areas with seat walls located along the commercial frontages. DRC COMMENTS DR DRC2022-00280— FOOTHILL LANDING PROPERTY OWNER, LLC April 4, 2023 Page 2 Ir CCP! CJ7CHEIk k1:IE40Ed PRNAII PAi105 Pd560 I I s'h1-:611C I'_Rf Pkil Nkli4'A'd._L + p" Pe•c+=tl[c m=.et weigh afire tm[k i1`1N11 � �Y}} TU. Z PET SPA ` � LIVE hNORK RETAIL FITNES5 -: 3LEASING LOBBY MR1L CO_WORN BIKE SPA _-JDP FOOTHILL BouLEVARD Figure 1: Site Plan Access and Walkability The General Plan places an emphasis on connectivity and creating complete neighborhoods with each new increment of residential development. The project complies with General Plan Goal LC- 1.4 (Connectivity and Mobility) by keeping the majority of the project ungated for pedestrian circulation around the building providing more access options. The only exceptions will occur at the entrance to the parking structure, and the private resident courtyards. The proposed design will help facilitate strong connectivity throughout the site and will also assist with improving emergency access to the site to better serve the safety needs of the community. Architecture: The project's exterior design is a modern interpretation of farmhouse architecture which includes a combination of gable and flat roof elements to help break up the building massing and provide visual interest. Building materials include fiber cement siding, stucco, metal panels, brick veneer, flat concrete roof tiles, and metal awnings carried to all elevations. Horizontal articulation along the building plane as well as vertical articulation along the building's roofline breaks up the building DRC COMMENTS DR DRC2022-00280— FOOTHILL LANDING PROPERTY OWNER, LLC April 4, 2023 Page 3 massing and creates architectural interest. The fagade of the commercial units includes the use of brick veneer, storefront glazing, and metal awnings with signage. One potential issue with the current design is the possible visibility of the 5-story garage at the center of the project. The applicant insists that the garage will not be visible from the public view. A condition of approval will be added to the project that will require enhancement of the garage if visible for the public view. [ h Q L i Figure 2:Visual rendering looking northeast from Foothill Boulevard and Etiwanda Avenue Vatenal Legend rvrnes: A Siding 1 Nl iaa[enals Mown are ancepNal. nn wen chum ea placeFVaer.F—an ,g, C-obe aerenne�ec. Sitling2 C. Slucm 1 H- Sk—2 E. Sloan 3 F- Trim 11Go,bel G. T-2 H. Trim 3 I. &ick Veneer J. Me181 HecklCanopylAwninglRailing K- Metal Panel L Corm M. Vinyl Window Resamnel&rwg H- Slorefiont g� C- Roof Tile FoF� A l I K I An wall Sooh Elevation(Foarhi118dYnvartl] sma}t —42 9wcm t —2 1—1 rrrmt aarka enaeveneer WN rnmrMWOMM Figure 3: Elevation Materials Exhibit DRC COMMENTS DR DRC2022-00280— FOOTHILL LANDING PROPERTY OWNER, LLC April 4, 2023 Page 4 Unit Composition and Floor Plans: The project is comprised of 360 elevator-served residential units that are all single-level. Commercial lease areas are located on the project's first-story frontage along Foothill Boulevard and Etiwanda Avenue. The table below summarizes the number of residential units and square feet of commercial lease area: UNIT SUMMARY Residential Unit Type Unit Size (SF - Net) Number of Units Studio 737 SF 4 1 Bedroom 748 to 876 SF 187 2 Bedroom 949 to 1,274 SF 149 3 Bedroom 1,554 SF 20 Total Number of Units 360 Commercial Total Area Commercial SF N/A 4,200 Commercial-Live-Work (SF) N/A 3,100 Recreational Amenities: Resident amenities include the following: • pool/spa with lounge seating areas • clubhouse with a kitchen • gym with an outdoor fitness lawn • co-workspace • bike repair room (Bike Spa) • pet spa • game lawn with children's play equipment • multiple outdoor gathering areas with BBQs, fire pits, and outdoor seating. DRC COMMENTS DR DRC2022-00280— FOOTHILL LANDING PROPERTY OWNER, LLC April 4, 2023 Page 5 Compliance with Development Standards: An SB330 application was received for the project on March 30, 2022, prior to the City Council's adoption of the comprehensive development code update on May 18, 2022. As such, the development standards in effect for the property on March 30, 2022, are applied to this project. As demonstrated in the table below, the project complies with each of the Development Code requirements for the Mixed-Use (MU-UCR) zone, which is the interim zoning designation for the site at the time the applicant's SB330 application was received: COMPLIANCE TABLE Development Standard Required Proposed Complies Density 36 to 60 DU/AC 58 DU/AC YES 2 Types of land uses: Land Use Mix Commercial, Office, Residential and YES Institutional, Residential, Commercial Live/Work Setback— Foothill (Major) 0 to 10' Less than 10 Feet YES Setback— Etiwanda (Major) 0 to 10' Less than 10 Feet YES Match Setback of Adjacent 10' min. 31-42 Feet YES Base District Rear Yard (adjacent to 15' min. 21-41 Feet YES residential) 4 stories min. Building —4 Stories Building Height 7 stories max Parking — 5 Stories YES Landscape Area 10% min. 13% YES Open Space 150 SF/Unit (53,550 SF) 63,019 SF YES DRC COMMENTS DR DRC2022-00280— FOOTHILL LANDING PROPERTY OWNER, LLC April 4, 2023 Page 6 Parking: The project is required to provide 774 parking spaces, of which 380 must be in the form of a garage or carport. Required parking includes tenant and guest parking for the residential portion of the development and the ground floor commercial/live-work units. The 7,300 square feet of commercial space is parked at the office/retail parking rate (1/250 gross square feet). The project provides a total of 764 parking spaces along with 10 parking spaces provided along the frontage road on Foothill Boulevard. The applicant is requesting a Minor Exception for the 10-parking space shortfall (1.3 percent). The parking analysis table below provides a breakdown of the required and provided parking spaces on-site: PARKING ANALYSIS Number Square Parking Ratio Required of Units Footage Parking Multi-family unit 4 N/A 1.3 per unit 5 (studio) (1 in garage or carport) Multi-family unit 187 N/A 1.5 per unit 281 (one bedroom) (1 in garage or carport) Multi-family unit 149 N/A 2 per unit (two bedrooms) (1 in garage or carport) 298 Multi-family unit 20 N/A 2 per unit 40 (three bedrooms) (2 in garage or carport) Commercial/Live-Work N/A 7,300 1 per 250 SF for 30 commercial units Visitor parking 360 N/A 1 per 3 units 120 Total Garage Parking Required (Covered) 380 Total Garage Parking Provided (Covered) 645 Total Parking Spaces Required 774 Total Parking Spaces Provided 764* "Minor Exception for Parking Reduction DRC COMMENTS DR DRC2022-00280— FOOTHILL LANDING PROPERTY OWNER, LLC April 4, 2023 Page 7 Staff Recommendation: The project meets the City's vision for a mixed-use development within the underlying zone, in terms of walkability, pedestrian connections, the public realm, and a mix of uses. The project is 1.3 percent (10 spaces) deficient in complying with the-required parking for all proposed uses though provides 10 street parking spaces for use by the commercial tenants which helps ensure that impacts on the surrounding neighborhoods are minimized. 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: 0 Recommend Approval of the design of the project as proposed by the applicant. ❑Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ❑Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission. El Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Sean McPherson, Acting Principal Planner Exhibit A— Project Plans TABLE OF CONTENTS ARCHITECTURE A0.0 SHEET INDEX A1 .0 SITE PLAN CIVIL SUM-01 SITE UTILIZATION MAP SP-01 DETAILED SITE PLAN - ARCHITECTURE A1 .1 CONCEPTUAL FIRE EXHIBIT PO 4k A2.0 BUILDING ELEVATIONS A2.1 BUILDING ELEVATIONS A2.2 BUILDING ELEVATIONS _ I A2.3 BUILDING ELEVATIONS "Odom _ 1 _ _ _ 1 I ! A3.0 BUILDING PLANS - LEVEL 1 A3.1 BUILDING PLANS - LEVEL 2 A3.2 BUILDING PLANS - LEVEL 3 A3.3 BUILDING PLANS - LEVEL 4 A3.4 BUILDING PLANS - LEVEL 5 I - A3.5 BUILDING PLANS - LEVEL 6 A3.6 BUILDING PLANS - LEVEL 0 FYI A4.0 BUILDING SECTIONS _- ir t - -}- =} A5.0 ENLARGED PLANS - UNITS - STUDIO & 1 BR A5.1 ENLARGED PLANS - UNITS - 1 BR tr' A5.2 ENLARGED PLANS - UNITS - 1 & 2 BR L 3 A5.3 ENLARGED PLANS - UNITS - 2 BR A5.4 ENLARGED PLANS - UNITS - 2 BR A5.5 ENLARGED PLANS - UNITS - 2 BR A5.6 ENLARGED PLANS - UNITS - 3 BR A5.7 ENLARGED PLANS - UNITS - LIVE/WORK �,� ' ' •` A6.0 PERSPECTIVE A6.1 PERSPECTIVE A7.0 CONCEPTUAL MATERIAL BOARD A8.0 STORAGE EXHIBIT 41 now - . CIVIL CG-01 CONCEPTUAL GRADING PLAN CG-02 CONCEPTUAL GRADING PLAN PROJECT TEAM- CF-01 CUT/FILL MAP CU-01 CONCEPTUAL UTILITY PLAN WQ-01 PRELIMINARY WATER QUALITY MANAGEMENT PLAN MAP APPLICANT CIVIL PHOTOMETRICS HYD-01 PRELIMINARY HYDROLOGY MAP FOOTHILL LANDING PROPERTY OWNER, LLC MADOLE & ASSOCIATES, INC. JS & ASSOCIATES LANDSCAPE 100 BAYVIEW CIRCLE, SUITE 4500 9302 PITTSBURGH AVE., SUITE 230 535 PRINCELAND CT. L.1 CONCEPTUAL LANDSCAPE PLAN NEWPORT BEACH, CA 92660 RANCHO CUCAMONGA, CA 91730 CORONA, CA 92879 L.2 ENTRY ENLARGEMENT CONTACT: SEAN RAWSON & OREN HILLEL CONTACT: MARK BERTONE CONTACT: SAM GODAR L.3 POOL COURTYARD LA COURTYARD ENLARGEMENTS (818) 606-2410 (919) 481 -6322 Ext. 120 (951 ) 542-3013 L.5 CIRCULATION PLAN ohillel@waterfordco.com mbertone@madoleinc.com sam@jsassociatesinc.com L.6 PLANT PALETTE AND NOTES L.7 WALL AND FENCE PLAN L.8 WALL AND FENCE DETAILS ARCHITECTURE LANDSCAPE ENVIRONMENTAL PLANNING L.9 CONCEPTUAL LIGHTING PLAN KTGY GROUP, INC. MJS EPD SOLUTIONS PHOTOMETRICS 17911 VON KARMAN AVE, SUITE 200 507 30TH STREET 2355 MAIN STREET, SUITE 100 LTG-0.1 SHEET INDEX NOTES ABBREVIATIONS & SYMBOLS IRVINE, CA 92614 NEWPORT BEACH, CA 92663 IRVINE, CA 92614 LTG-1 .0 EXTERIOR LIGHTING PLAN CONTACT: KEITH LABUS CONTACT: MATT JACKSON CONTACT: MEGHAN MACIAS LTG-1 .1 EXTERIOR PHOTOMETRICS - NORTH 888 456-5849 949 675-9964 949 794-1186 LTG-1 .2 EXTERIOR PHOTOMETRICS - SOUTH ( ) ( ) ( ) LTG-2.0 PARKING GARAGE LIGHTING - TOP LEVEL klabus@ktgy.com matt@mjs-la.com meghan@epdsolutions.com Exhibit Architecture + Planning Foothill Landing Property Owner, LLC • 888.456.5849 100 Bayview Circle, Suite 4500 8033 & 12962 FOOTHILL B LVD ; CONCEPTUAL DESIGN SHEET INDEX ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. FEBRUARY 1 , 2023 AOOO A in RANCHO CUCAMONGA, CA # 2021-1326 SITE SUMMARY I -- 111 U / ^ -T"�t Gross Site Area 6.21 AC Unit Count 360 Units .- Gross Density 58.0DU/AC Lot Coverage 60% flit i \ f Zoning Mixed-Use Urban Corridor Building Type Wrap Building z� ' a r — •, x• a ' ..�ti-A- BUILDING SUMMARY 4-Story Apartment Building in Type VA Construction with e-y tr 5-Story Parking Structure in Type IA Construction r .. t, N20IO2 I. Q G �' I.. Yh='! - Hem ! , �lr} ��L-•. a Unit Mix Total % - ---------------- ---� --------- -----------------, r-----�---- Studio 4 1 .1% I� o EVA 1-Bedroom 184 51 .5% 10' A 2-Bedroom 149 41 .7% 191-1Q„ T Li Ll 3-Bedroom 20 5.6% 4-Story Apartment Building Iit 120725 120' 66 955 1204 i Total Residential 357 100.0% II - 26'-0° - I ,ce0 Average Residential Unit Size 947 SF Residential frontages are shown within 40'-6" 30'_1tIF the typical depth (per General Plan 14' ourtyard Vol. 4, Ch. 2, pg. 325) to provide a C p Unit Mix Total comfortable transition between the t - - - - - - — - o �6 Courtyard AaaOuuudbe '��Ihuuu�l „ . 1-Bedroom 3 100.0% "public realm" and the primary building. UJ 20 Courtyard _ The units orient their social spaces (ie: B - ' Total Live-Work 3 100.0% = +120e N Program Area livingrooms along the exterior along z 123'a" - 5a'-9° 63'-10° M' Leasing 1 ,950 ) g g W �' Total Live-Work Area 5,569 SF g I ' I 6T-10" 55'-9" 44'- " I l with balconies to further activate the Q +1208 +1205 Average Live-Work Unit Size 823 SF Mail 700 public realm. I I 3 Amen ityA (Club) 2,500 p " T 95 Amenitty A (Level 2) 1 ,300 Z 10' o Total Footprint (Building/Garage) 163,093 SF Amenity B 1 ,900 Pet Spa 850 +1209 «1207 120625 z0.5.1 12M.5 I I— I Total Gross (Building/Garage) 721 ,056 SF Bike Room 900 + Total Amenities 10,100 ,zoe II I 21'_$�� 296 ,ce ' I _ 6-Level Residential � I e 12M Mach. PARKING SUMMARY Garage Structure I I 0-story)Ispa - - e 5• = Required Parking per Municipal Code Chapter 17.64 66 ol o Elec/ I Utility - M Sta9ng Type Units Ratio Total 0-story) < M Studio 4 1 .3 5.2 �I 4 1-Bedroom 184 1 .5 276 II +,cea I I I I +12M III _ _ 2-Bedroom 149 2 298 Vehicular Entry Drive I r N 3-Bedroom 20 2 40 Al na ---- Trash li Trash 12 I i 1-Bedroom (Live-Work) 3 1 .5 4.5 Utilities/ I I Storage Visitor 360 0.333 120 Live/Work Units at Ground Floor ; +1026 120 +1204 +'2M +'2°32 +'2M M �°+'2 ' +' ° Total Required Residential Parking 744 with 2 Levels of Residential Units 925 +192 +.Gelling TV Ceiling Accessible Visitors 0.05 38 .,z9n +12M +12M 9'-1"ceiling I I Accessible Residents 0.02 15 12'-+'ceiling(L+) Above. 9'-1"ceiling(L2) u 25 I +tce, 9'-10"ceiling I202 25 ^q +lM325 Retail-Read frontages are I 302'-7 0 9'-10"ceiling +1202s JJ Cn 1k1 " 26'-0"I (•"rr rr H2O25 12'-1'ceiling .S d - y g � -, p i N � i Type Area Ratio Total implemented along the row of I p away M +120, efe y Ip2' Commercial 4,200 0.004 16.8 1 AM 1202 activated retail etail frontage at the corner. ■ I :' Pool ae n°ce cillb 58 6 eiling+202 1-l1 reilin Commercial (Live-Work - Level 1 ) 3,100 0.004 12.4 units to I ,p12 , Breezeway ('� Total Required Retail Parking 7,300 30 `�J' 12 1 ceiling ,za2 (General Plan, Vol. 4, Ch. 2, pg. 321 ). I 2'- ceiling(L„ 2'- "ceiling Accessible 0.0 2 131' 11" +tcei +2'-+"ceiling 5 9'-1"ceiling(L2) - '14' T-3 +1202 +12M +1201 gOxpIN.T:el2 Th N°n� +12M 12' -in 13'-T'cei ceiling 13'-T'ceiling MTwo uMs AOove 120 +1201 I „x 10' 72'-6e ---- -------- --- Total Required Parking 774 1202 N2M p J +1199 ° ° N2M IIIIII Il _ --- +1,9 bike ,z Amenity ---_ ---°---°- 129 I +n9ss s5 - ' I Corner Retail with 3 Levels 2q 9 Retail A B (Fitness) Courtyard A easi co-work 'pa = +1199 ( ry) M (1 story)+ y I 1-sto 1T 10� ' of Residential Units Above " e`-TC 1199 -TCei g -- 96a +,9s Cobb 9 � -story) 0 i Proposed Parkin Total 15'-T'ceiling I n99 15'-T'ceilin 16'8 ceiling 1T-2 ceiling 119 I P +11959 1 +11952 I+ - - - - Uncovered Parking - Retail 10 .�I 1200 (I V.,•A - _ +11966 +11959 +11959 +11952 40 y y M, w "'° Structured Parking - Retail 20 Corner Plaza with Structured Parking - Residential 744 24,_0" Potential Outdoor SeatingAL Total Provided Parking 774 +1197 +1196 +119572 +11M.96 +12°' —+11M.10-- +11�8 Property Line Easement Line — — — — — — — — — — — — — — — — Residential Spaces per Unit 2.07 p Y — _ — _ — — Art Wall — — — — — — Slip Road Entry OPEN SPACE SUMMARY FOOTHILL B09LEVARD Seconds ryVehicular Entr y Total Required Open Space 150 SF/unit 53,550 SF Slip Road Exit Total Provided Open Space 175 SF/unit 63,019 SF The retail frontage along with the residential amenities' The project re-balances the street and public space with the LL-- •- ' storefronts activate the public realm along Foothill integration of the Slip Road which activates the frontage with Private Open Space 2%469 SF Boulevard (General Plan Vol. 4, Ch. 2, pg 310). on-street parking for the retail and leasing, while also providing a median to provide space for planting and a buffer from the main Common Open Space 33,550 SF street (General Plan, Vol. 4, Ch. 2, pg. 318). ' Al Architecture + Planning Foothill Landing Property Owner, LLC 888.456.5849 100 Bayview Circle, Suite 4500 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN 0 SITE PLAN A1 , 0 ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. FEBRUARY 8, 2023 0 20 40 so �� RANCHO CUCAMONGA, CA # 2021-1326 21 w w w > QW � > > VICTORIA PAR J W a w Q LN. a0 p Z ~ a wQ om w �V ' > 0 BASELINE v - _ R AD go Novo at � J to go to H ? CHURCH 3W 3 - �� _ _ f i , w R ET ILLER ma w w ,0� i _ > AVENUE m a UZZ W Q W. LIBERTY PKWY w� ♦I � � ,� FOOTHILL _ ♦� � �`� � 15 PROJECT EXISTING ZONING : AR OW ♦ LM-ESP SOUTH MEDIUM # ROUTE 4♦ EXISTING LAND USE: WHITTRAM Ir APARTMENTS METROLINK AVENUE _ � EXISTING ZONING : MESP SOUTH MEDIUM FONTANA MOTORSPEEDWAY EXISTING LAND USE: APARTMENTS VICINITY MAP 61. u i � - � � NOT TO SCALE 400P • �� EXISTING ZONING : MESP SOUTH MEDIUM j II EXISTING LAND USE: APARTMENTS _ WillIll 4r III! 1 � + oe ee 000__ oo I 1 ee o0 -- §6 _ kb tl I I - - 1 9$ d 1 1 I 1 I � o An 1 EXISTING ZONING : CO2 CORRIDOR 2 ZONE I 0 1 EXISTING LAND USE : VACANT I , o EXISTING ZONING : CO2 CORRIDOR 2 ZONE 1 ° EXISTING LAND USE: APARTMENTS j 1 660' - 660' 1 � 0 F EXISTING LAND USE : EXISTING ZONING : LIQUOR CO2 CORRIDOR 2 ZONE I o ti 1 r � STORE I I 1 I •3� ° EXISTING LAND USE : VACAN +$• i °110 - 1 goo MP B OU VAR- - - _ - - - - - - - - - - - - EXISTING ZONING : ` - L-ESP LOW RESIDENTIAL ; EXISTING LAND USE : EXISTING ZONING :CO2 CORRIDOR 2 ZONE EXISTING ZONING : CO2 CORRIDOR 2 ZONE 6'SINGLE FAMILY RESIDENTIAL j�I S _ O EXISTING LAND USE : VACANT 6" - EXISTING LAND USE : RESTAURANT _ I Flo W _ SCALE: 1 "= 100' o 0 100 200 300 400 1 ♦ f MP ♦I ♦ EXISTING ZONING : L-ESP LOW RESIDEN � LEGAL DESCRIPTION ♦ EXISTING LAND USE : SINGLE FAMILY RESIDEN IA L �! I ♦ � +�� - ,� � THAT PORTION OF THE SOUTH ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHWEST, ONE QUARTER OF SECTION 4, TOWNSHIP 1SOUTH, RANGE 6 WEST, SAN BERNARDINO BASE AND z 41% MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF LYING IN THE UNNUMBERED PORTION OF BLOCK "Y" ETIWANDA COLONY LANDS, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 2 OF MAPS, PAGE 24, IN _ _ _ _ _ _ _ _ _ — _ _ —- ♦ JAI• THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 1100-161-01-0-000 1100-161-02-0-000 1100-161-03-0-000 Prepared Under The Supervision Of 8033 & 12962 FOOTHILL BLVD. Foothill Landing Property Owner, LLC 8011 ETIWANDA AVE. CONCEPTUAL PHASE SITE UTILIZATION MAP SUM - 01 MADOLE 9302 „�I AVE,SUITE230 100 Bayview Circle, Suite 4500 & ASSOCIATES, INC. RANCHO CUCMX)WaA,CA.9= Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 PHONE:909.48t6322 Engineering Communities for Life FAX- 909.48t6320 21 � 7' z ww aJ17 I VICTORIA PARK C0 m LU LN. a op W wQWU mo J LU 32' 7HQGV MAP � K � F �l� 40' — — — — —� zBASELINE ROAD w EiSTIL.6& �T D o 0 D 63 - lJ� �,. (T B RE V ) PARCEL BOUNDARY Lu w CHURCH W _ � � Ln — — — — — — — — — ET ILLER 4mY u.iw � ' � - - - - - — - - - - I00U=1 zaY* * * * * * * * * * * * > UER=10� W. LIBERTY N « — � - - � PKWY R=10 I I I I FOOTHILL BLVD R 28 * e * F I 15 PROJECT I L I AR OW e ❑ GIBE ❑ * I I I I ROUTE I 6 * WHITTRAM ,® 1 I _ _ _ I METROLINK AVENUE O —J J FONTANA MOTOR ItENCE 0000. s 4' * L VICINITY MAP SPEEDWAY -6 I I NOT TO SCALE 301± 39' 1. s o' I1 I w Ja N m 0 �; ILA F_ Ix Uj -iol - � . L * I � �n 31' UIRA U IJVIJAP N O o 16882 U x 41' M o B. 327 56 59 IL 9' 1.5 TY (TYP ❑ ® i EV ~ 06 ® I F C4I N PARKING STRUCTURE LJ IF I CV �C mCV I I ff f O I 1.5' c 38' I 5' I SCALE: 1 = 40 I -1__ w 24' _ TYP (TY �� I 1 0 40 80 120 160 (TYP) 24' 54' (TYIF (TYP) ;0 (TYP) R=10' _ R 15' ® � I-V c I W LO li N N I 1 u R=15' c� ® U I I I I - L 0 ill 1 1 C TYP (TY R=16' 43 Z 1 1 I 26' S' ti ti ti a �I a W W LL a ca W X W O I �� I o . cl 20 1 F LU L01 uuu uuu fer I \ J 7 r 26'± 3 E] I ❑ I 4 - - r: .- O00 ® I I 2s' NOTE TABLE FKVISED9) I RIGHTOOFWAY �m I -11I LTR DESCRIPTION 1 If - �q UTILITY EASEMENT FOR SOUTHERN CALIFORNIA EDISON �► * I PER INSTRUMENT NO. 95-38-1388, O.R., RECORDED ` — co 24' Rc30' EXIST.RIW 11-03-1995. \`�•� "' FL r' °' PARCEL OUNDARY I ADDITIONAL R/W DEDICATION TO CITY OF RANCHO R=35 B \ \ _ _ R,, © CUCAMONGA PER INSTRUMENT NO.94-5807, O.R. 3p — — _ RECORDED 01-06-1994. 'bo � — - PROP.CURB EXIST.CURB&GUTTER N "' PARCEL BOUNDARY 2� N OO° "E GUTTER SITE SUMMARY: EO 10.00' ZSO � � LEGAL DESCRIPTION GROSS AREA =6.207 ACRES FOOTHILL BOULEVARD NET AREA = 5.770 ACRES THAT PORTION OF THE SOUTH ONE-HALF OF THE SOUTHWEST _ ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER OF SECTION TOTAL DISTURBED AREA =6.207 ACRES MEDIAN CURBS _ _ — EXISTING _ — — — 4, TOWNSHIP 1SOUTH, RANGE 6 WEST, SAN BERNARDINO BASE — -- — EXISTING IMPERVIOUS AREA =0.400 ACRES r r - -- - - -- — — AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF REMOVAL OF IMPERVIOUS AREA =0.400 ACRES LYING IN THE UNNUMBERED PORTION OF BLOCK "Y" ETIWANDA REPLACEMENT OF IMPERVIOUS AREA=0.027 ACRES COLONY LANDS, IN THE CITY OF RANCHO CUCAMONGA, COUNTY PROPOSED IMPERVIOUS AREA = 5.100 ACRES OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP TOTAL IMPERVIOUS AREA = 5.127 ACRES EXISTING E.P. RECORDED IN BOOK 2 OF MAPS, PAGE 24, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 1100-161-01-0-000 1100-161-02-0-000 1100-161-03-0-000 Prepared Under The Supervision Of 8033 & 12962 FOOTHILL BLVD. Foothill Landing Property Owner, LLC DETAILED SITE PLAN SP - 01 MADOLE100 Bayview Circle, Suite 4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE & ASSOCIATES, INC. 9302 �AVE,AV SUITE�RANCHO CUCAMONc�aA,Ca 9M Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 PHONE:909.48t6322 Engineering Communities for Life FAX: 909.48t6320 Fire Access Hammerhead Vehicular Gate +1207.82 +1210 0 N I o EVA — - - - `q - - � - II 0 i 4. 1 I 1 Li Li 1207.25 1207 +1206. +,205.5 +1204 4-Story Apartment Building I I208 1 I 40'-6" 130'-1 141 1 —Courtyard 1 - - - - C? Court I +,208 20 Co D 1 � I �LI 1 � ! 10000, +1208 ti CV 1 0 � 58'-9" 63'-10" Ch 1 1 FD 123'-7" 120 67'-10" 55'-9" 44- +1205 1 Q I i +>1 Legend 1 +20 I g 1 I N +1205 1 1 Iz m � � I Q I a ID 10, o I � 1 _ +1208 +1207 1206.z5 205.7 1204.5 Al 1 +1� I I 21'-8°1206 1120 I I I I 5-Level Residential aV 64 ® I Ev ® I o Mech. 20'-01' Garage Structure I 1 i i spa , +1204.5' (1-story) ` i 1206 G OF 7 I I Elec/ w 204. Trash Utility — Staging I (1-story)ry) _-� ,zoa II - / �1204 G E4 3 . Q I I I I O I I O I � +1203 (1-sorry vommoi +1204 9'_Q" +1204 1 / Vehicular Entry Drive r N - Fire Access Hammerhead I ® A3 A� A3 n 1 12° Trash 1204 L J N Trash I Utilities Fire Access Hammerhead Storage I +1 02.6 120 +1z04 +12aa +1203.2 +1204 +1204 +1204 1 +, 02. 120'-0" +,202.5 9'-1"ceiling 9'-,"ceiling +1204 Standpipe +204 9'-,"ceiling L +,zoa +1204 1 � I I 12'-1"ceiling(L1) 1 9'-1"ceiling(L2) I +,2o3.2s I +120t 9'-10"ceiling ,20 25 1 +10"ceil I Fire Department Apparatus ■ 1 +1202.5 = 9'-10"ceiling Property Line +1202.5 ,I I12'-1"ceiling _ SPO _ 161 26'-0' 1 zeway N �t1 Bre a 202. 2 � � M 1 It +1201 y P oryi +,2po.5 ■ ` 1-story with deck 58'-6" -sorry I 1 I — Pooh above on Level 2 -- O i 1+1 Breezeway i +202 11'-1"ceiling +,202 ! 1 1,'-1"ceiling +,zoz 1 12'-T'ceiling ! Olub +,202 1 12'-T'ceiling(L1) i 12'- "ceiling 9'-,"ceiling(L2) 1 131'-11" 1201 12'-1'ceiling l +1201 1-story With ,-sto with +1201 IreHose u +,20, 12'-1"ceiling 4' 7'-3 +1202 Amenity at Level 2 9 1 ll 13'-T'ceiling I , „ and Two Units Three Units 1201 1 13W"ceiling ]2-6 bove Above +1zo1 1 10' 1 ' ---- ---------- 1202 +1201 ——J +1201 — 1 1 5 0 Max. 1 20 +119g IIIIII IJ 4 --- +1199 +1195.9 9s. � e 20 Amenity ---- ---°---° ,20 1 20'-9' Courtyard A 1 ' a = Y easi Mad I p Corner Retail with 3 Levels Retail A ; B (Fitness) C� �----i , Co-Work = —(-1--St—or—) I (1-story �ch (1-story)_ 1 +1,96.4 95. o—by—IL-- I-I - - (1-story) l-Tesi-lti1 o0" +„ss ) r-- 16_$"ceiling ,7'_2"ceilin915-7 ceiling ,ss 1199 15'-7 ceiling 2of Residential Units Above +,199 1196.4 =119.9 1 . +1196.4 +1195.9 +1195.9 +1195.2+1200 y}_ II1` O +1198 Standpipe _.. I �.. --sue M j '- - 24'-0" t +1199 _ r — +,1s +1201 +11 i,8 +1197 +1196 —1195.72 _+1194.10--- — I Slip Road Entry - - - - - _ - - _ - - - •C FOOTHILLrBOULEVARD Secondary Vehicular Entry Slip Road Exit Architecture + Planning Foothi ll ayvLanding Cir le, Suite 4500Owner, LLC 8884565849 100 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN CONCEPTUAL FIRE EXHIBIT ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. FEBRUARY 1, 2023 0 20 40 80 Al 01 �� RANCHO CUCAMONGA, CA # 2021-1326 Building Height Notes: • 4 stories minimum and 7 stories maximum allowed per Zoning Code for MU-UCR. m v v 2 (D D (D 0 0 Foothill Blvd 1 Key Map - n .t.s. 10 3 4 1 2 11 3 4 1 15 1 18 13 14 9 4 13 3 15 2 6 16 12 3 8 5 Material Legend 1 . Stucco 2 . Horizontal Siding Top of Parapet ___________ ___ _________ ______ -----_------------------ k 3 . Vertical Siding Roof 4 . Trim ------------------ i F ,_ - 5 . Brick Veneer a� Floor 4 1 lei .11 10 EBI , . U') �I� ® � ❑� 6 . Metal Deck rn Floor 3 __________________ _ - , ® V1. 0 7 . Metal Canopy LE T 'Ir [] �' I 8 . Metal Awning ====a' Floor 2 =__________ FM - - - - Floor 1 ICI ® El - 9 . Metal Panel F------ - 15 10 . Metal Railing 11 . Cornice 12 . Decorative Light Fixture 2 . West Elevation (Etiwanda Avenue) 13 . Vinyl Window 14 . Signage 15. Storefront 16 . Roof Tile 17 . Corbel 18 . Cementitious Panel 19 . Art Feature 16 15 5 3 10 1 17 4 1 5 1 1 4 3 19 4 5 14 8 1 1 6 12 15 9 5 7 Top-of Ride------------------ --- ------ Roof = ---- oil -- - --------------- - Ml ° a E�i o --------rn - ----- LEIFloor 4 I I I Eul , N ----------- � 5 1 co rn Floor - ICI ICI 1 ICI IE1 IT] �I ---- Floor 2 ----------- ON— Ill ICI ICI ICI 1 r IMF �n Floor 1 y 1 . South Elevation (Foothill Boulevard) Architecture + Planning Foothill Landing Su e 45000r, LLC 8884565849 100 Byvew Circle, 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN CONCEPTUAL ELEVATIONS ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. FEBRUARY 1, 2023 0 10 20 40 00 �� RANCHO CUCAMONGA, CA # 2021-1326 Building Height Notes: 4 • 4 stories minimum and 7 stories maximum allowed per Zoning Code for MU-UCR. m v v 4 CD D CDL= 0 0 Foothill Blvd Key Map - n .t.s. 8 5 17 3 16 18 3 1 6 4 3 10 3 1 13 1 16 3 3 11 3 4 1 16 Material Legend 1 . Stucco 2 . Horizontal Siding 3 . Vertical Siding Top-of Ridae-------------------- 4 . Trim rr ----- Roof Roof--------- 5. Brick Veneer r � � ] ED �� : . ` : : - 6 . Metal Deck _ rn Floor 4 - --- _-___-_--- 0 Pq ED ® ®; F 7 . Metal Canopy co rn Floor 3=====_- Sol 4 110M I FPP' M1 8 . Metal Awning Floor 2 — _ i 1 9 . Metal Pane :� _ ® ® ® = - 10 . Metal Raping Floor 1 11 . Cornice ------------ 12 . Decorative Light Fixture 4. East Elevation 13 . Vinyl Window 15 14 . Signage 15. Storefront 16 . Roof Tile 17 . Corbel 18 . Cementitious Panel 19 . Art Feature 17 3 16 1 10 6 4 11 3 6 1 4 3 17 3 13 1 3 1 1 3 Tom of Ridge ------------------ -- Roof ------ ------------------- ----_ ------------ - - - - - - - -- . . _. i. � � i - r •L_L_I I� Imo. - � L�---' __=a- Floor 4 =_________ I0I FEB] � _-- --- THLJ-1 � II I P _ E 2 El +I - ® -- ====rn Floor 3 =_________- I� POWop ® ® ■. ®. E] a �� EEI __ . ====rnFE Floor 2 =__________ , - 41EII i r : I Lrl_I rn Floor 1 R 3. North Elevation Architecture + Planning Foothill Landing Su e 45000r, LLC 8884565849 100 Byvew Circle, 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN I CONCEPTUAL ELEVATIONS ► ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. FEBRUARY 1, 2023 0 10 20 40 �� RANCHO CUCAMONGA, CA # 2021-1326 Building Height Notes: • 4 stories minimum and 7 stories maximum allowed per Zoning Code for MU-UCR. m v Q_ v < A3 CD A2 A4 CD Al Foothill Blvd Key Map - n .t.s. Material Legend 1 . Stucco 2 . Horizontal Siding 3 . Vertical Siding 4 . Trim 12 8 17 5 1 2 4 1 2 5 15 4 5 16 2 1 5. Brick Veneer 6 . Metal Deck 7 . Metal Canopy __Top of-Ridge __ 8 . Metal Awning Roof - _ 9 . Metal Panel --- ------ ---- 10 . Metal R a i l i n g rn Floor 4 ---------- Offl—I �I mnI M F Fffl 2 11 . Cornice� � 1EE ZI Uj 1 co a Floor. 12 . Decorative Li ht Fixture 0 13 . Vin I Window a? Floor 2 I � ® � ---- - y - 14 Signage [A El LO `- loor 1 a ® ® 15. Storefront 16 . Roof Tile 17 . Corbel A4. West Elevation A3. South Elevation 18 . Cementitious Panel 19 . Art Feature 2 15 1 5 3 8 11 13 1 2 6 1 10 16 3 I �:P] I F rR FFE _F17 ER F 0 1 eeM 4P r 41 1®-® ® N ® ® �J A2 . East Elevation Al . North Elevation I Architecture 8884565849+ Planning Foo100tBlayvewlng Property Cir le, Suie04500r, LLC 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN CONCEPTUAL ELEVATIONS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA EBRUARY 1, 2023 0 10 20 40 COURTYARD A A202 AVE.. �� RANCHO CUCAMONGA, CA # 2021-1326 Building Height Notes: C2 • 4 stories minimum and 7 stories maximum allowed per Zoning Code for MU-UCR. C1 C3 D3 133 R1 132 B4 D2 D4 Sy Q 131 DCD Sy 1 1 18 6 18 7 16 1 2 1 10 13 CD 0 0 Foothill Blvd Top of Ridge Roof --------- ---- Key Map - n .t.s. - _ --- ----------- 4 [BI �� 1_J_J LL��W _ - �E4 Floor 4=___ I 1LO r _ +1 an Floor 3 i _ , a� Floor 2 _ Material Legend --- �. - Ell TE _ 1 . stucco --------------- L2 . Horizontal Siding B4. West Elevation 133. South Elevation 132 . East Elevation 131 . North Elevation 3 . Vertical Siding 4 . Trim 7 1 18 16 18 13 16 1 10 6 11 5 . Stone Veneer 6 . Metal Deck 7 . Metal Canopy 8 . Metal Awning 9 . Metal Panel --,,Top-of Parapet 10 . Metal Railing - - -- Roof � - - 11 . Cornice a) Floor 12 . Decorative Light Fixture Floor _3_ y 13 . Vinyl Window =a � _ I + --- - --- -Floor 2 14 . S i n a e a - = - - — g g BJ r- - - 15. Storefront _ Floor 1 r_ - - ------------------ 16 . Roof Tile Corbel C3. West Elevation C2. South Elevation C1 . East Elevation 17 . 18 . Cementitious Panel 19 . Art Feature 4 6 1 4 3 1 7 18 1 3 10 1 1 3 Top-of Parapet Roof -T •- � • EllH Tf FO - ====M FloorM Floor 3 ER +1 - 80 �I M F_I_o_o_r_2 IER , L E3 ImA a, Floor 1UH - '® D4. West Elevation D3. South Elevation D2. East Elevation D 1 . North Elevation L Architecture + Planning Foothill Landing Su e 45000r, LLC 8884565849 100 Byvew Circle, 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN CONCEPTUAL ELEVATIONS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 10 20 40 COURTYARDS B, C, D ■ . �� RANCHO CUCAMONGA, CA # 2021-1326 458'-3" Olt ■ ■ ■ ■ ■ ! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ ! = ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ ■ ■ MINE ■ ■ mmmmn ■ I P2-1a P1 -1a P1 -1a P1 -1a Ll F-1 PD-2 P3-2 P2-3a P2-3a P2-3a II••■■I• P3-2 P2-2 a P2-2 a P -2 P2-1 a P2-6 P -2 P2-11 a P1 -2 P1 -1b P1 -1b P1 -2 P2-6 P1 -1a P2-1a P1 -2 P2-6 P1 -1b P1 -1b P2-1a 2-1a1 1 P1 -1b P1 -1b P1 -1b P1 -1b P1 -1b I■■■I I ■ P 1 -2 T P 1 -2 P 2.6 ■ _ P2-1a ■ P2-1 a P1 -2 P1 -2 P2-6 P1 -2 P1 2 ; m P1 -2 P1 -7a P1 -2 --- P1 -2 P1 -7a P1 -2 ■ ■ m m P1 -1a ■ I P 1 -1 a -- 34 L:L- = - .......W L I ® EV - ■ Pet I I Mech. ■ — Spa rn I - I • (1-story) ■ � ■ ® 00 < ■ > ILO Elec/ 1` ■ w < Trash L ■ ■ utilityII m Staging ■ I (1-story) m ■ ® ■ EV ■ i ■ I I I \ 1 _ III I ■ 1 (1-story Volume) j 109 Parking Spaces at Garage Level 1 i (2-story I 1 ■ ■ I r � I I ■Fj I A3 A3 A� ❑ ETraI • ■ J�j Trash 11 Utilities/ • LW P Storage —J P1 -1 a P1 -1 a W P1 -7a P1 -1 a P1 -1 a P1 -1 a P1 -1 a P1 -1 a P1 -1 a P1 -1 a P21 llgeiling 9P1�"�a ■ III b V ■ t2}1"ceiling(1-1) • 9'-�1"ceiling(1-2) __— 9' 10"ceiling _J : LW PI P2-6 P2-6 �1�- i1ag 12'-1"ceiling ■ I reeve ■ ■ - B zeway Bre ayry� ■ (-story J 1-story with deck ■ above on Level 2 Breezeway --- --- P1 -2 R111-1 • • P 1 Club 1 1'-1 ceiling -2 -- Pill-lag ■ 12'-7"ceiling " 12'r7"ceiling(L1) P2-1 b 12'-j"ceiling ■ I 1 12'-1"ceiling ■ • 9'!!"ceiling(L2) 1-story with 1 P2—6 Amenity at Level 2 1 Three with P 2-6 FM1_4e g ■ 13'-7"ceiling POOH and Two Units I Three Units 1"` ICI 13' c Equip. 1 Above I bove 1 r-J--------- ❑ ❑ ❑ --- r-- --�— ■ — 111111 °i ke • --A—menity —J ❑ ❑ -❑----- IL---� e--a—s—i— Mail pa WkRetail A B (Fitness) I - story�—_i (1-story) 1-story) (1-story) Lobby 1 1 (1-story) T-1 1 11, r--- 16'-8"ceilin 115'-7"ceiling li 17'-2"ceiling iling5 ceing I r---1 III ■■I Property Line Architecture + Planning Foothill Landing Su e 4500 Owner, LLC 888.456.5849 100 Byv ew Circle, 8033 & 12962 FOOTHILL B LVD ; CONCEPTUAL DESIGN I I I I BUILDING PLANS ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. 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FEBRUARY 1, 2023 0 15 30 60 LEVEL 2 A301 �� RANCHO CUCAMONGA, CA # 2021-1326 458'-3" ■ MOMME ■ ■ MOMME ■ ■ ! ■ MOMME ■ ■ MMMMM ■ ■ MOMME ■ ■ MOMME ■ ■ MOMME ■ ■ MMMMM ■ ■ MOMME ■ ■ MOMME ■ F 1 ■ MMMMM ■ ■ MOMME ■ ■ MOMME ■ ■ MMMMM ■ ■ ■ ■ ■ I I P2-1a P1 -la P1 -la P1 -la I PO-2 P3.2 P2-3a P2-3a P2-3a • P3-2 P2-2a P2-2a ■ ■ P1 -2 P2-1 a P2-6 ■ P1 -2 P2-1a P1 -2 P1 -la ; ' P1 -1b P1 -1b P1 -2 I • P1 -2 P2-6 ■ P2-1 a P2-1 a • P2-6 P1 -1 b Pi -lb ■ P2-1a ■ • P1 -1b • • P1 -1b P1 -1b F - P1 -1b P1 -1b I P1 -2 P2-6 • I I P2-1 a P1 -2 P1 -2 P2-6 P2-6 P2-1a P1 -2 P1 -2 P2-1a P1 -2 P1 -2 P2-1a P1 -2 ■ • P1 -la ■ P1 -1 a 34 ■ 9.4. ■ I � I ■ ® 20 EV _ � ® � • • P2-1a _ I ■ � ■ I AL w I 20 ■ P2-1a w W W I W 20 I ■ P2-1 a 129 Parking Spaces at Garage Level 3 ; ■ w ■ n3 AE o I P1 -la P2-7 ; P2-6 P1 -1a P1 -1a P2-1a P1 -la P1 -la P1 -la P1 -la P1 -la P1 -la P1 -1a P2-6 P1 -la P 1 -8 ; I -6 P2 P2-6 P2-1 a I P1 -8 P2-6 Deck P2_6 I Below Pi -la P2.7 P2-1 b P1 -1 a ! 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Unit Unit E Unit Floor 4 a� ■ ■ Unit Cor. Unit Unit Cor. ■ Cor. , Garage c°r Unit Unit Unit Floor 3_g� Unit Cor. Unit Unit Cor. ----------- Unit IE.v.A Garage Cor. Unit Unit cor. Unit +I I Unit Cor. Unit Cor. Floor 2=a� ■ +1209. Courtyard Unit _ +1208' Garage c°r Unit +1204' Unit Cor. Retail A ~ Courtyard +1201' in Foothill Boulevard ■ +1199' Floor 1 - ' +1197' I J ■ I I Building Section 2 Architecture 8884565849+ Planning Foo100tBlayvewlng Property Cir le, Suie04500r, LLC 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN BUILDING SECTION • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 10 20 40 RAILING DETAILS ■ . �� RANCHO CUCAMONGA, CA # 2021-1326 23'-3" 33'-2" 24'-6" Deck 11'-9" x 6'-4" I Deck Deck 13'-3" x 6'-0" Bedroom 12'-3" x 6'-4" I I IF' 1 10'-11" x 12'-6" I I I Bedroom 10'-2" x 14'-6" Living Room 12'-1" x 16'-1" I I o I; Living Room CDI; 12'-7" x 13'-1" - 1 M I' � I' I M Living/ Sleeping co Dining 13 -2 x 16 -5 I WIC III I. WIC I, i (U i i cu l 1 O I;CO L - I \I/ L Iv, \I/ I I /j\ � I /j\ I I WIC li r---11 Q r---11 j Q \I/ /I\ i 'W/D i �-------- -- i W/Di i q 1 W/Di 1 q LI---J --� ° I I I Kitchen/ Dining o Kitchen/ Dining o i Kitchen Bathroom Bathroom o Bathroom o 0/ =I r= - - = - - - ------- ------- 0 0 — oats 0 i ----- - 0 Lin Plan 0-2 Plan 1 -1 a Plan 1 -1 b Studio 1 Bedroom / 1 Bathroom 1 Bedroom / 1 Bathroom 737 GSF 752 GSF 772 GSF 80 SF Deck 78 SF Deck 76 SF Deck 4 Occurrences 80 Occurrences 36 Occurrences Architecture + Planning Foothi ll ayvLanding Cir le, Suite 4500Owner, LLC 8884565849 100 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 2 4 8 STUDIO & 1 BEDROOM A5m . �� RANCHO CUCAMONGA, CA # 2021-1326 26'-7" 35'-1 " 31 '-5" Deck \ 10'-9" x 6'-0" Deck 10'-3" x 6'-8" LivingRoom Deck Bedroom 10 11 x 6 5 13'-9" x 12'-1" 11'-1" x 13'-9" ❑ ❑ Living Room 12'-8" x 12'-10" ❑ L-C ] Bedroom 1 11'-0" x 13'-8" o ❑ o Living Room co CIO 14'-6" x 13'-6" \ co Dining M `1 co Bedroom I WIC 12'-1" x 15'-7" __ WIC � Half J� � ---------------,-- 0 °I � ---------------------- 1- 7 ---------------------- ED i n i n g i -71 ` Bathroom ❑ �� °❑ r Kitchen �° o Kitchen/Dining ❑ ❑ Kitchen i � � i i i i i Bathroom throom 1 00 L _ J Coats � _ _ I - � F❑ i - W/D i ❑ W- /- D- -- ❑ - ---- - Lin 0 - ❑ Plan 1 -2 Plan 1 -7a Plan 1 -8 1 Bedroom / 1 Bathroom 1 Bedroom / 1 Bathroom 1 Bedroom / 1 Bathroom 748 GSF 798 GSF 759 GSF 99 SF Deck 67 SF Deck 69 SF Deck 59 Occurrences 4 Occurrences 4 Occurrences Architecture + Planning Foothi ll ayvLanding Cir le, Suite 4500Owner, LLC 8884565849 100 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN I UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 2 4 8 1 BEDROOM A50 . �� RANCHO CUCAMONGA, CA # 2021-1326 36'-091 38'-711 31 '-5" Deck Deck 11'-0" x 6'-0" Bedroom 1 11'-0" x 6'-0" ❑ 13'-7" x 12'-2" ❑ ❑ Stud , Deck Living Room Bedroom 2 8-2" x 6 2" 10 -11 x 6 -5 � 12'-9gx 14'-0" 11'-1" x 13'-9" � Living xROo Om BedrOOmg2 ❑ ElF1 ❑ ❑ Bedroom 1 11'-0" x 17'-9" Bedroom 1E - - - - - - - - E :1 Living Room Room 11'-0" x 13'-8" o 19'-7" x 12'-5" 1 ❑ M N Dining Dining o ii o Bathroom 1 , 20 WICi� �t=-- - - - --- � i ----------------- � N 0 Dinin �i Hall J ❑ g ------------❑ WIC o� 001 °❑ it ° ----------- o o \/❑ ❑ /\ ❑ ----- \� ---- �— ---- I° ° � �� Bathroom �VW\b1 Bathroom Kitchen o I 2 °N) throom 1 O O Kitchen �'---'y 2 O O Kitchen L/'---'A L I I J _ OlO 1 OO - - Bathroom 1 o� - - - - Coat - - - - - - - � W/Q cc + 1 1❑ ❑ L O o4 O - - Ui '1 - l - - - - - - 0 0 Plan 1 -8a Plan 2-1 a Plan 2-1 b 1 Bedroom / 1 Bathroom 2 Bedroom / 2 Bathroom 2 Bedroom / 2 Bathroom 875 GSF 17142 GSF 17105 GSF 69 SF Deck 68 SF Deck 68 SF Deck 1 Occurrence 62 Occurrences 4 Occurrences Architecture + Planning Foothill Landing Su e 4500 Owner, LLC 888.456.5849 100 Byv ew Circle, 8033 & 12962 FOOTHILL B LVD ; CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA EBRUARY 1, 2023 0 2 4 8 1 & 2 BEDROOM A5m2 AVE.. �� RANCHO CUCAMONGA, CA # 2021-1326 35-3" Bedroom 2 Deck 10'-10" x 12'-6" 12'-2" x 6'-0" ❑ 43'-3" Bedroom 1 ❑ 10'-10" x 12'-6" F-1 Bedroom 2 0 T- --------------- Deck 11'-2" x 12'-2" ❑ Bedroom 1 -- ❑❑ El 7 -6 x 9 -11 10 -10 x12 -6 F-1 Living Room 24'-2" x 13'-2" - N FEI �o -------------- Bathroom I ❑ Living Room 2 ❑ 12 0 x 12 -6 Coat El WIC _ I N it li i i W/D ; ;I WIC - - � Fill', L___J ,Ili WIC l r--Jj I I Kitchen/ Dining W/DJ Kitchen/ Dining 00 Bathroom 1 Bathroom 2 g bo Bathroom 1 �, O O Coat -- ----- -- ------- Stor. 0 -- ; o o 1 ------------ r 0 ❑ - U F1 Plan 2-2a Plan 2-3a 2 Bedroom / 2 Bathroom 2 Bedroom / 2 Bathroom 15136 GSF M 12 GSF 68 SF Deck 76 SF Deck 8 Occurrences 12 Occurrences Architecture + Planning Foothill Landing Su e 4500 Owner, LLC 888.456.5849 100 Byv ew Circle, 8033 & 12962 FOOTHILL B LVD ; CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 2 4 8 2 BEDROOM A50 . �� RANCHO CUCAMONGA, CA # 2021-1326 41 '-3" 46'-6" Deck F-1 11'-0" x 6'-0" Deck \ 10'-7" x 6'-8" Living Room \ 16'-0" x 13'-0" \ F-1 Living Room \ 13'-0" x 12'-10" Bedroom 1 \ \ 13'-0" x 16'-9" Dining Bedroom 1 10'-5" x 14'-0" \ o Bedroom 2 \ o 11'-1" x 12'-9" M M \ M I� — ---------------- � Dining i Bedroom 2 WIC o WIC 12'-1" x15'-7" - WIC 1 � o �� --------------- 1 O F Bathroom 2 0�0 Kitchen ---�" o o Kitchen Bathroom 1 010 Bathroom 1 F___, Bathroom 2 �+ 0 o I I 'W/D' - - - - i 0 ------- 0 0 ---- i i Coat ' ' C)l Lin Lin O L___J 0 Plan 2-5 Plan 2-6 2 Bedroom / 2 Bathroom 2 Bedroom / 2 Bathroom 1 ,274 GSF 1 ,091 GSF 68 SF Deck 102 SF Deck 3 Occurrences 53 Occurrences Architecture + Planning Foothill Landing Su e 4500 Owner, LLC 888.456.5849 100 Byv ew Circle, 8033 & 12962 FOOTHILL B LVD ; CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 2 4 8 2 BEDROOM A5m . �� RANCHO CUCAMONGA, CA # 2021-1326 41 '-3" 36'-9" Deck Bedroom 1 10 9 x 6 0 I' 12'-0" x 12'-11" El Deck I� 9'-3" x 6'-7" i I 61 sf Living Room I; 14'-8" x 12'-11" I Bedroom 2 1 L---J I El 10'-4" x 11'-0" ❑ Dining M. Bedroom 11'-0" x 13'-3" Bedroom 2 0 Living Room N _ _ -' 11' 1" x12' 9" N 12 -6 x 13-6 O o Bath room 1 M — T U 9 Bath r7 O O rl ° ° I IW/D I ° o °I LI---J O Lin ��1/ I i I O M. Bath ��I� ------------ Ll-X�� a 00 °1 Bath 2 1�0 / \y �! ° ° O10 Kitchen Ca Kitchen/Dining 1010 WIC I 13'-0" x 9'-0" r i - 0 �I ----j L — O - - - L — — — — — — — — I - - J - - -� Plan 2-7 Plan 2-8 2 Bedroom / 2 Bathroom 2 Bedroom / 2 Bathroom 949 GSF 11154 GSF 63 SF Deck 67 SF Deck 4 Occurrences 3 Occurrences Architecture + Planning Foothill Landing Su e 4500 Owner, LLC 888.456.5849 100 Byv ew Circle, 8033 & 12962 FOOTHILL B LVD ; CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 2 4 8 2 BEDROOM A5m . �� RANCHO CUCAMONGA, CA # 2021-1326 47'-7" � ' -------J ------- Bedroom 2 Bedroom 3 10'-7" x 10'-2" 10'-8" x 10'-2" F-1 Deck 11'-6" x T-8" Kitchen 010 I 010 II � II � II III - - El F-1 III I II - II ------ ---------- --------------- -- II II II I I -- IWI /DI I I I Living Room M M a, 12'-3" x 13'-6" -' IE Dining :1 , I Hall 0 I I I I Bathroom I (Do I II Bedroom 1 12'-0" x 14'-6" Goat II I I II I I II I II I I II I I II II L] I II Bathroom 1 C I II I II I II I I II II II II Ei _____=====J - _I I Plan 3-2 3 Bedroom / 2 Bathroom 11554 GSF 88 SF Deck 20 Occurrences Architecture + Planning Foothi ll ayvLanding Cir le, Suite 4500Owner, LLC 8884565849 100 8033 & 12962 FOOTHILL BLVD ; CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE FEBRUARY 1, 2023 0 2 4 8 3 BEDROOM & LIVE/WORK A50 . �� RANCHO CUCAMONGA, CA # 2021-1326 31 '-5" 31 '-5" l ---------------------------------------- 0 ----- ------ ---------------------------------------------------------------------------------- i - - - - - - - - - - - - - - - - - II II I � � UP ---------- II ---------- II ---------------------- II II ---------- ------------ I � I Bedroom 1 11'-0" x 13'-0" Commercial: ±1 ,500 SF Commercial: ±800 SF ------ Living _- - ---------- = 14'-6" x 13'-6" ---------- ------ II - � - II ---------- o ------ o ---------- M ----------- I 'I I II ---------- ----- ----- I ---------- II ----------- ----------- I7 ----- ----- ----------- �� ---- - ---- - Kitchen ;-----; DN l i O OI 14'-6" x 9'-1" o F—F — ° Bath I I I � � L J jl iW/Di - - 0 0 I — — — IL L IL j OO OO - - - - - Plan 1 B - Level 1 Plan 1A - Level 1 Plan 1A - Level 2 Live/Work Unit Live/Work Unit Live/Work Unit 1 Bedroom / 1 Bathroom 1 Bedroom / 1 Bathroom 1 Bedroom / 1 Bathroom Commercial: ±1 ,500 SF Commercial: ±800 SF Residential: 875 GSF 1 Occurrence 2 Occurrences 3 Occurrences Architecture + Planning Foothill Landing Property Owner LLC 888.456.5849 100 Bayview Circle, Suite 4500 �8033 & 12962 FOOTHILL B LVD • CONCEPTUAL DESIGN UNIT PLANS • ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. 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Siding 1 Siding 2 Stucco 1 Stucco 2 Stucco 3 Metal Panel Brick Veneer Cornice Metal Deck 1 / Canopy 1 Trim 1 Trim 2 Trim 3 Vinyl Window Storefront System Roof Tile r Architecture + Planning Foothill Landing Property Owner LLC 888.456.5849 100 Bayview Circle, Suite 4500 8033 & 12962 FOOTHILL BLVD; CONCEPTUAL DESIGN CONCEPTUAL MATERIAL BOARD ► ktgy.com Newport Beach, CA 92660 8011 ETIWAN DA AVE. FEBRUARY 1 , 2023 A700 �� RANCHO CUCAMONGA, CA # 2021-1326 I I I I I I I I II I I I I I I I L] I u I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ® EV T1 tt d ® I I ITT I I ® EV I I I I I ■ ® ■ EV � �� I I I\\ / II I I � I I ® AAA3 A3 I I A3 A3 I I A3 A3 I 7T7 I I J I I I I 1 I I I I I J I I I I I I I I I I 7 I J - _� I I ri I I � J ------------ I I I I I I -J ...... ...... -- I -- I I = I I I I I I I I I Level 1 : 50 Storage Units Level 2 : 90 Storage Units Level 3 : 110 Storage Units Level 4 : 110 Storage Units STORAGE SUMMARY Total Storage Units Required 360 Level 1 Level 2 Level 3 Level 4 Total - T=-. North Storage Room 34 34 34 34 - East Storage Room Al 20 20 20 -- - - . East Storage Room A2 20 20 20 2 0 1 East Storage Room A3 20 20 0o --- .. - Corners 16 16 16 16 Total Storage Units Provided 50 90 110 110 360 3 Area of Each Storage Unit 125 Cu. Ft. 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PROTECT IN PLACE ® �ij EXIST.WALL WHITTRAM 0. 0 6 0.7 1. 4 '�2. 3. 0 1 ��1 6 I ��. f2�i© 2. 2.4 2.8 3.3 .1 3. METROLINK AVENUE '' - - �• FONTANA MOTOR u P{�� F`' /gyp SPEEDWAY 6 1 3. 7 1,6 2 2.� 'g. 3.5* 4 4 '� 9 I 1 ° I II II o~ ti ^ A Ia ,. VICINITY MAP i 1 NOT TO SCALE 7 1 � 1.3 1. .7 2.7 2.7 .8 3.0 6 3.0 3. 4.0 .�j 4.3 � 1.4 1.8 2.3 N Doti' o° ° ° o , '3.' 2 ^F 3.0 3. 0 3. 3. 8 2. 2� '2. 3. 3.3 3.3 3. 3 4.3 1.3 1. 1. 2 Oc� 2. 1, 3.9 4 -8 - Iti o 1 1.3 5 .6 1.9 1. 19 I r11 .2 2.2 2.2 2. 2. 9 3 3.2 3.4 3. 3.9 4.3 .3 1.3 1. 1.6 3.0 2. 3.1 3.4 3. ® 4. 2.7 12. -I 203.50 FF 1 2. 2.1 2 2.3 2.3 2.3 3 .3 2.9 3.1 3 3. 3.7 3.8 4.2 4. 2.9 1.3 .2 3. 2.8 4.1 a4. 2) 12 a o CD 50' .7 1. 2 3 .3 2.3 2 3 2 2.6 2.6 2.5 4 3 3.5 3.9 4.1 4. 4 3.4 2.4 .1 .8 3. 4.1 2.9 3.3 .7 4. 4.8 f 4�- p-12. - -- - 07. FF 0 0 "'b ' 41'N 1.1 Fir 4 2.5 2.9 3.0 .8 2. 9 3.1 J. J. 3.9 4.0 4.2 4.3 4.4 4.4 4.5 4.6 4. PA6 2051 A 3 03. A 4• 8PROP. •5 -RETAINING WALL D � �( a 073 0 2 3.5 3. 4.1 4.3 4.3 4.3 4.6 5.0 5.0 4.9 5.0 5.1 3 6- 4. 8 4. 5.1 ��.4 5. 3.5 13. � 7�Lr11V� MVAP Vj 0 � p 1 ' 2. 2.7 9 3.1 ° 0"CF I F 3.3 7 .6- 0.� 0.5 0.5 %5 -0. 0.4 0.1 0. q.6 0.8 0. 1. 1 3 1.3 1 3 .3 1.3 .4 1.6 1.9 2.2 .0 3.9 44 .7■ 4.8�0 0 5.3 5. 1.4 5°A.� /�98/ MCI ❑�. �I LI D l�J c�J 1 .50' _ O 0.7 0.7 1. -0. 0.0 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0. 0.2 0.4 0. 9 1.1 1.3 1.3 1.3 1.3 1.3 X"1.3 1.3 1.3�1'3- 1.3��1.7 1.9 2.2 2.8 3.7 4.6 48 0 1 j .2 5.4�0'� 2 5 '�° 3 PROTECT IN PLACE U_ �C`' O`ti 1 EXIST.WALL ° --_ JR54. VZ8 5 1 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1L3 1.3 1.3 1.3 1.3 .3 .3 1.3 1.3 1.13 1.3 1.4 .8 2�2 3.6 4.3 4 9Q 5. 6� �� 4. IA o 1. .2 q. 0.0 0.1 0 0.3 0.3 .4 0.5 0.8 3.6 4.2 51� 5.5 .6r 6. l i 204.00 FF N ILI) LU9J J . 203.31PAD 0. 0.3 0'w3 0.3240.4 .5 .6 .7 .7 0.8 1.1 1.2 1.4 1. 1� 1 1. 1. 1. 1. 1 3 1.3 1 3 .4 1.7 .9 2.1 2.3 2.3 7 0 6. 5. ` � 4.� 0.3 0.3 0.5 0.6 1 .8 5 6.3�`G. 5.1 .9 4.6 ' F6% 0.7 0.8 09 1 1.1 13 1.3 1.5 1 2.0 2. 3 2.3 1. 1. 1. 1. 1. 14 0 .3 .3 .3 .3 2.3 .3 2.3 2.4 2.9 3.7 5 3� �� 5 .: 5.4, .1 PROP. E 1 RETAINING WALL Q 0.6 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.7 2. 2.2 24 2.4 2.4 2.3 1.6 1.3 1.3 1.3 1.8 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.4 2.9 3.7 5.1 6. 61 `, p � .00 FF 0.3 p 0.7 1.1 1.3 1.3 1.4 1.�04• ��D1.9 2. 3 2 6 �.7 2.7 2.5 2.0 1.4 1.3 1.3 1.7 2.3 2.734%2.3 2.3 2.3 2.3 2.4 3.0 3.2 3.3 4.0 4.8 5. 0�6. Q I �.0 7 4 0 = /14F w ® /13 /1 n3 ■ O 96> �N 0.0 01 0.1 0.2 1.0 1.5 1.5 1.6 .8 9 .1 .3 .3 2.3 2.4 2. 2.7 .2 3.2 3. 2. 2. 2 2. 24 3 .3 .3 .3 .3 2.3 .7 3.3 3.4 .7 4.0 0 0.2 0.2 9 .8.0 FF��7.Lo I. 7 R°� ° 8°/ 8 8°/ 8 8°/ 8 8°/ �� 3 P =( U„ .2 0.3 0.4 - - .5 9 ' `3 5' 33� 33 33 gg 22 10' 2 .3 0.5 0.5 .5 2.3 F 3.0 .8 3.3 1 0 FF 2b13.1 FF' 62. 3 FF' b9. 5. 6. 6.5 3 � F 8 PAD 2p02.4 PAD 2 1.6 PAD 200. 2 1 •00 II 5 0.6 0.7 .7 0. 1.9 2.3 .3 AD 3.3 27 3.3 � 2�P 3.2 3.2 3 3.4 3 T 3.2 .2 .2 6. 4 .3 2 I A IM ■ 20%.50( .8 8 3.1 3.3 .0_1 3.3 3 - - 0.7 2.5 4.5 4.3 3. 4. 5.4 .8 4.4 ,9 201 .8 PAD -- - - w 8 0.8 0.8 .8 .8 08 0.7 - - . 0.3 - - - 1. 4.6 4. 003 FADT=5. 2.1 °o �� U Mk= w O p> �1 OQ' (n .9- 9 0.8 0.7a� .5 0.3 4.8 .9 8% 1 /,°> 5 0.6 0.6 .6 0. 0.4 -0. 7 -0.5 -0.2 0.1 0.3 0. 1. - . 2 2.2 2.1 2 ' 4.7 4.5 2. .5I c c PROP. ■ - �� . 0.8 0 7 0.5�- �61�0 0 0.4 _ _ -1.2 -1.3 -I. [ 1.1 -0.3 2 2.3 2.2 2. 6�' 3.9 4. 4. °� 9� I -- RETAINING WALL ESTIMATED EARTHWORK QUANTITIES 8 0 .0 .0 -0.1 .1 -1.2 - 1.2 - _^�•_. 2.3 2.3 2. 3.0 201 00 F .8 4. TI 0. -0. 1 .6°"��" °� CUT/CY: FILL/CY: 0�.00 YF 0 10' • yri - I RAW VOLUMES: 1,206 16,474 20T.0 PAD .2 0.3 0.2 .1 0 0.3 0.4 1. .9 -0.9 -b. 0.7-0.3 ''3 1• : : .4 12.3 2.3 2. 3.3 200� .0 5. 5. .0 4. 0. 1. I 0 0 1 1 Fri OVEREXCAVATION: 46,10 46,100 PROP. I 1 2 .1 1.1 1.1 .2 0.3 0.5 ® 0.3 -1.0 - 7 8 - - - �30 7 �0. 0.9 12.6 2.6 3. 3.5 4.1 4.4 5.1 5 200 3 PAD 9 6 '1 -1 WQMP SHRINKAGE LOSSES: 0 5,750 J SUBTOTAL: 47 306 75,245 -U. -U. 4 0. - . o fl. -0 -. 1. 6'1. a 261. co 38' T 1 1 - I I _ 11....199.'4d FF w IMPORT: 27,939 IL❑ .0 -1.7 -1.7 -1.7 -1.6 1.6 -1.5 -1.4 -1.41 4 -1.4 -1.3 - .1 0.8 -0.6 0.1 0.1 - .9--J.2_. -1. - - - .61�J �16 - -1.4 -1. 7 - .1 -2.` •�TSQ 1. ,2. . 5, 0 1 !, 1 -1.7 -1.7 -1.7 -1.6 ��.19�1001PF 1G. -1.2 - 4 1 0.8 -0.6 0.0 0.R 1 .6 -0.7MO.3 9. /11/ 1 1��t - . 7 -1.2 1 - 3 -1 3 -1.4 11�J4 pr7d - 2.3 _I3�'" ° -O2. 1 �ooQ��,� �9 �. 19�0 FF �o =11�" 7 -1.5 -1.4 fi1�41� �D1.21 - .2 -1. -1.1 A 0.8 -0.7 -0.1 f0. 1 -0.20. 0.6; 15. s-1.2 1 -1 1 -1. 3 -1.7 - 2.0 2 1. -2. M o ��5 `'� �G5 ti 1c ,�°h rho °�. O� o '�" �4 �1.2 1. °,�� - - 0 30 60 90 120 0.95% L I o I I � T�`,�;�• �\ N EX. KIW `��' G I HOC �00 9 ��' G - - - G- - G - Q G EXIST.3"GAS � - - - - - co CYICT 7A" Dr`D Prepared Under The Supervision Of Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD. CUT/FILL MAP MADOLE 100 Bayview Circle, Suite4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE 9302 PITTSBURCi AVE,SUITE 230 HANCI-Io cucAl�ol�lcq CA_9r�3o Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 . ♦ • PFME 909.481.6322 CF � 01 Engineering Communities for Life FAX- 909.481.6320 l � 21 ( W W J l J o z � ,.,., w j VICTORIA PARK m W Q w < LN. w � w wa wa ( ` J w Q U 7�AC U MAP Moo o 16181 p BASELINE ROAD / w avow (l '' � \\ — IJVIJ o D o 284 4 163 � 64 /ITD) I (� �� (I w w CHURCH ILLER �_m Y /) LU 32' I w JIB i�C1 ~ / \ �N �� = w ET AVENUE w °° a f I J \ D \ f��PPROP. PROTECT IN PLACE / �) J ✓ 0 W. LIBERTY / WQMP EXIST.WALL �� / I PROTECT IN PLACE �� PKWY \� EX. �O�o�9s oo oo G I EXIST.WALL PROP. In yo\ RETAINING WALL ` FOOTHILL BLVD 8% \*4% 1_7% - _- 3.3%-==-- - ROT��PLACE 15 JECT I.WALL R O 71 1 � - PROPOvEDSD � v�5v � Epp N \ l AR OW I ° °� ------ ---� 0.50/o RO TE o vv �vv vv vv �! WHITTRAM ( r��l 1O� I i Ts2s <`c� METROLINK AVENUE a F FONTANA MOTOR SPEEDWAY g VICINITY MAP 50 F vvv v gl� N NOT TO SCALE vv / 205. O o,+ 1� ��1 �- �, . = 1' 11 � « t� o ��. 'o ALL LACE 11' - -N �k i i as L°p Q PR T IN P �6 204AD L7 1 Op Q° v ° 8y/o/o III C 1 I 1 I uxlG 1.8% I 7 7,66% °h 203.50 FF h1�2�� J o 202.8 PAD o ILL d6lr o° d �' \ ,-I a °°co o g �o 50' L CD N w? y cm;LL 2�0 / l J 6' 20 0 A'FF N oo L°�FGII 41'N PROP. I 1 1 II RETAINING WALL VwwCV MAP Noo . 16882 o aO�C ti� ° M FD F - 11' 5.25/o li r ® 0 5% �O �,�/ IJ V IJ❑ ❑ D vvvv 7 0 i ■, ° ° F O D Q J / 5 ,: xis ! /0 1 ` ti ao+ PROTECT IN PLACE v vv vv v v 4.9%I EXIST.WALL 6 �- ( - ti GROSS AREA =6.207 ACRES NET AREA =5.770 ACRES �OOn�cell RE�AININGWALL TOTAL DISTURBED AREA =6.207 ACRES 080% — l 1 _ goo ° 1z% o `s lil o} EXISTING IMPERVIOUS AREA = 0.400 ACRES o I l \ y6Fc� r�Fe I ti�� REMOVAL OF IMPERVIOUS AREA = 0.400 ACRES J 1.4% r98009 REPLACEMENT OF IMPERVIOUS AREA =0.027 ACRES / ( I 0.5% Apoµi 5% ByFl o ^r tioti 1,68% / --- _ , PROPOSED IMPERVIOUS AREA =5.100 ACRES > ( ( II 13 - __- I RIDGE c J TOTAL IMPERVIOUS AREA =5.127 ACRES w 1 w - I Cn III / �� 19 �oti�1 1 � 8 8° 8 8° 8 ✓ 8° sjrl. l,`�oo�c s , 5' w I I 10' 20 W 0 0 FF C031 202.67 FF 202. 4201,83. FF 201.50 FFII Of PAD 202.4 201.97 PAD 201.6 . 3 PAD 200.8 PAq N� c . A r 1.8% 202.50 FF - - - _ ------ ----------- -- - -------- ° 201.8 PAD F � � vvvvvvvvvv vvvv vvvv vvv vvvvv vvvvvv�vv°°° v v ■ r. rr� BENCHMARK. r.. .: I d 9> rrr „rrlrrr rr rrrrrr 1r ° vv v r r r �r rr,,rr 'r' , THE CONTOURS SHOWN HEREON ARE BASED ON THE -r ° rr rr -r -i -- ar,• v �•"r'r O F \ r.r,r -1r�r•. r; r,�• rr rr' �f1��r<�, C rPROP. FOLLOWING BENCHMARK: / o °° ,s SRETAINING WALL 1.8% % vvvvv vvv° r: rr�� 6 ti'`�P` BENCHMARK NO. 10033 10 ° o CITY OF RANCHO CUCAMONGA-1"ROUND HEAD BOLT IN THE v i vvvvv vvvv vvvvvv v vv -. vv vvvv° ( 20, 8' v°vvvvv vvvvv vvvv v v v vvv v vvv vvvv PRO. CONCRETE BASE FOR TRAFFIC SIGNAL STAMPED vvvvvv v v vvvv vvv vvvv vvvv vvv � J I ( I vvvv° vvvv ° WQMP / "SBCO BM 01111"AT THE SOUTHWEST CORNER OF FOOTHILL vvvv v vv v v v v v v vvvv vvv 6' I � J ovovvov o vvv vvvvvvvvvv v .f , ��19��d�FF� w � -- -�" BOULEVARD AND ETIWANDA AVENUE, NORTHEAST CORNER OF 26' 38 vvvvvvvv�°ovoovov o0000000000 ° 0000v000° o00o dvvvvvvvvv o ( _ CONCRETE BASE. a Tv' vvv dvvv7 vvvv 194.7PAD dov vv vvvovvo vovvovv vvvvv v ovvvvvvv vvv vvvv vvvvv �\ 50' v/vvv�vvvvvvvvvv7vvvvvvvvvv v vvvvvvvvv vvvvvvvvvvbo� vvvv v FG' S \ i / \ vvvv° °° °°vvvv°°°°°° vvvv vvvv° °°°�°°°°°° 7vv vvvv ° ® ® 195.40FF ° �,& / J� ELEVATION: 1197.964 vvvvv vvvvvvvvvv vvvv° vvv vvvvvvv vv vvv vv o vvvvv(v�.ovvovvoo�'�a�a�bov o d�1v v vvvvv vvo�vovvovvv vvoyyv o v O (FIF 194.7PAD — I 1.ero vvo °°v°° � °°� vv vvvv v°�1vvv 111 vvvv 19547 PAD ° - ° / vvvvvvvo v v vvv ov VV vvo vvvvv vw$vv vo �, = \ \ �� vvvvvvvv vvvvvv vvvvv$ o vv vvvvvv vv v vv h"� ° r ° DATUM: NGVD29 vv v vvvvvvvvvvvvvvvvvvvvv vvvvvyyvvvvv °vvv vv vvv vvv Q Q 't 1 vvvv vvvvvvvvvvvvvvbvvvvv �i�'�p��\• o -- vw vsv vvvv vvv _ 7g — J _"\ ` PROPRIW � Nrt`�� 4 ,` \\ - _ PROP.RIW n N EX. � -- --� -- �— ESTIMATED EARTHWORK QUANTITIES S — � S - - � .° 0.95% 0.95/o --- �a�� v 1.5% 1�° b _ T °0.1 ° h I °' - RAW VOLUMES: 1,206 16,474 ��, ' �p`O' •� � �� r EX.RIW � 0.5% � -� J N —� —-- OVEREXCAVATION: 46,100 46,100 '�°h-- ..- _1yS,6O�— - \ ..1.1� hpQ \�a h° 7yA 0 s o o f G SHRINKAGE LOSSES: 0 5,750 �— s T y .S W W �z� r Ex.ww G 92�T�, .� —� �►-- — G G f C° �C V `° G - EXIST.3"GAS _! —o — \ ��— —� `\ — — _ � `l SUBTOTAL: 47,306 75,245 EXIST. 24" RCP , — \ I M PORT: 27,939 — Z .- LATERAL PER 2116-D ti 1 J GIL EXIST. 78" RCP / d BOTH I LL BLVD STORM DRAIN LINE A _ n PER DWG. No. 1796-D \ ( � Prepared Under The Supervision Of Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD. CONCEPTUAL GRADING PLAN MADOLE 100 Bayview Circle, Suite 4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE ��A aA � Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 & ASSOCIATES, PFIONE:909ASL8922 Engineering Communities for Life FAX: 909AVIAM C/L 50' 40' 10, j P/L 39' 11' 7' WALK 4' 6' 26' S' I 1' 1 �� WALK co ETIWANDA AVE. � EXIST. BLOCK WALL FF PER PLAN —TO REMAIN o PROP. CURB & w FF PER PLAN 20/M�/ 1.8/o CURB PAVEMENT EXISTING FS � 5% MAX. GUTTER DEEPEND 1. 80/ FOOTING DIRT SWALE — — PROP. C&G TYPICAL SECTION E-E SCALE: 1"=5' TYPICAL SECTION A-A C/L SCALE: 1"=5' 50' 40' 10' 38' 12' 7' 2' WALK 30' ETIWAN DA AVE. 4' 6' 6' 14' 1 1 a FF PER PLAN S° WALK w FF PER PLAN 2�0 EXIST. BLOCK WALL 1 8% TO REMAIN EXISTING FS 1.8/0 DEEPEND�j 2:1 MAX. — -- - - - - -FOOTING ,.•� ,:��.' ,�'�---�� FLAT AREA w. . v. DIRT SWALE"" PROP. RETAINING WALL EXIST. GRADE PROP. C&G PROP. TURF SURFACE PERLANDSCAPE TYPICAL SECTION F-F SCALE: 1"=5' TYPICAL SECTION B-B SCALE: 1"=5' C/L FOOTHILL BLVD 25' P/L 69' j EXIST. BLOCK WALL 50' 19, TO REMAIN 8.75' 6' 5' 1 4' 6.5' 58' T 4' WALK 6.5' I WALK 11.5' I� CURB x FF PER PLAN FF PER PLAN 2% MIN I w - 2 Ml/V 20% MAX - - - -- �� EXISTING FS 1 8% r PROP. TURF SURFACE EXIST. C & G PER LANDSCAPE EXIST MEDIAN ti PROP. DIRT SWALE PROP. C&G ,,.v PROP. / STONE WALL/ PERLANDSCAPE TYPICAL SECTION C-C TYPICAL SECTION G-G SCALE: 1"=5' =5' j P/L EXIST. BLOCK WALL C/L 10, 26' 5' TO REMAIN 92' FF PER PLAN PROP. TURF 6.5' 60' 32 5 j M/ & CONC. SURFACE CURB 0 IN 11' 20% MAX CURB 1% MIN 200 MAX 105' 105 40.5' 7' 2' 19.5' WALK 1 4.5/o MAX � & GUTTER o � . . MEDIAN 12.5' 21.5' � FOOTHILL BLVD DRIVE I � 0 EXIST. C & G 01 a EXISTING FS 1.8% FF PER PLAN TYPICAL SECTION D-D ------ SCALE: 1"=5' VEXIST MEDIAN PROP. C&G TYPICAL SECTION H-H SCALE: 1"=5' SCALE: 1 "=5' 0 5 10 15 20 Prepared Under The Supervision Of Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD. CONCEPTUAL GRADING PLAN MADOLE 100 Bayview Circle, Suite 4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE 9002 C AVE,w4N1cI-Io cucA �n,ca 9n3o Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 SECTIONS& ASSOCIATES, INC.: CG _ 02 PHONE:909.4K8= Engineering Communities for Life FAX: 909.481.6320 21 Q J Q /BASELINE D 0 WZ Z VICTORIA PARK m > Q < LN. w � Z w a w U O� of z L U Q = U Q 0 EXIST. F.H./, I U�qCU MAP NDo �Q w z CHURCH R ET ILLER �mQ ui o Y / = w AVENUE '' m a- IITDI. � ¢ W. LIBERTY D PKWY FOOTHILL BLVD - - - - - - - _ %444PROJECT I _jA A « ARROW ±L 1L. _-Ldl 4j—--Ld F 77. ROUTE * +' * " WHITTRAM ® e x l METROLINK AVENUE / I I FONTANA MOTOR I'� e a e a SPEEDWAY Z I I VICINITY MAP U. NOT TO SCALE I O ffloe'oo s14 « � r r j: 11 III _ Y I I -- s s x x 0 O d I r �� I � I ❑ III. a : : IULMI I I I I � I I � I I I - I I j l a �' o0 oo I n- 13 FDC I I O I _ _ DDCA I O LU I _; F- -1 J ; I E METER W/ WI c Q I I 1 ' I I I I I I I I Q I � I C� I � I � � I w = wLU ® 3 A3 o I I En I J � I ILL " > I I I � I I W Cn II w w I w O _ jI T�jI w PROPOSED WATER LINE THE CONTOURS SHOWN HEREON ARE BASED ON THE YN PROPOSED SEWER LINE FOLLOWING BENCHMARK: Fw- PROPOSED FIRE LINE BENCHMARK NO. 10033 PROPOSED STORM DRAIN LINE CITY OF RANCHO CUCAMONGA-1"ROUND HEAD BOLT IN THE I 4 ' i i I I CONCRETE BASE FOR TRAFFIC SIGNAL STAMPED - I �0' ❑ ® rt "SBCO BM 01111"AT THE SOUTHWEST CORNER OF FOOTHILL I BOULEVARD AND ETIWANDA AVENUE, NORTHEAST CORNER OF I 1 ■ =1199.00 i 9I91� — r uuu nnn I CONCRETE BASE. o ❑ F � .I �o0 ® I ' -I o f ELEVATION: 1197.964' — — FF=1199.00 I ��oh. rZ =1 .40 IF 1195.40 — _ _ _ �GL J DATUM: NGVD29 LA EXIST. 24" RCP LATERAL PER2116D ZN I V ji \ I S MH `'' S � --� MH I EXIST. R/W — J S=0.00 t__ 26' .\ S=0.005, L=234.00' _��J I ISO\ E1R LINE 1\ o 'ys6 8 SEWER LINE EXIST.3"GAS , G F.H. GW G — - G - - - — sQ — J. EXIST. 78" RCP FOOTHILL BOULEVARD STORM DRAIN LINE W — PER DWG. No. 1796-D — W W — W Prepared Under The Supervision Of Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD. CONCEPTUAL UTILITY PLAN MADOLE 100 Bayview Circle, Suite4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE & ASSOCIATES, INC.: R cUc�AMOWA�" A 9= Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 PHONE:909.48t6322 Engineering Communities for Life FAX: 909.481.6320 21 Q LEGEND: ow LU z z VICTORIA PARK LU m � > c~n z Q NODE 50 NODE NUMBER LN. w w w ¢ w Q EL: 1438 SURFACE ELEVATION w O o z01 w _ _ � INV: 1450 PIPE INVERT ELEVATION c� � Q J � EXIST. 28' CURB INLET Q100=20 CFS 100-YR FLOW RATE } Q BASELINE ROAD a GARCIA DRIVE L=450' FLOW LENGTH 10.0 �+ - _ FLOW PATH w CHURCH ~ } FS=1221 ' w �� ~ } INV=-- w -Z R ET ILLER J a w m Y 0�00= INITIAL C O.00 SUBAREA ACREAGE v Q AVENUE - � A# 0.00 PERVIOUS AREA RATIO W. LIBERTY SUBAREA DESIGNATION PKWY . 1 SUBAREA BOUNDARY FOOTHILL BLVD 15 PROJECT =SD=__= EXISTING STORM DRAIN %*4% --- 8"S ---- EXISTING SEWER SYSTEM ARF OW ROUTE ---8"W---- EXISTING WATER SYSTEM - SD - PROPOSED STORM DRAIN SYSTEM WHITTRAM METROLINK AVENUE + 8 S PROPOSED SEWER SYSTEM FONTANA MOTOR + t Cfl o 10.1 + SPEEDWAY FS=1209.81 8"W PROPOSED WATER SYSTEM VICINITY MAP + Z-4 + RETAINING WALL NOT TO SCALE or, 0100=2 8 5_0 5_1 ❑ DRAINAGE SUBAREA FLOW DIRECTION FS=1209 FS=1206.5 EXIST. BLOCK WALL INV=-- INV= 1197.0 P NO. 618 + + c 0100= INITIAL Q,00=10.7 M.B. 284/63-64 NOTES: V V V V V V +V �' _ - A A A A A A A A A A A A 1. SITE SOILS VARY BETWEEN GROUP A AND B. RATIONAL METHOD L _j L =42 ', 1 = 10 USED TYPE B FOR MAXIMUM RUNOFF POTENTIAL. -189' n 2. AMC III. 3. RAINFALL DATA: NOAA ATLAS 14 + + + 4. 100-YEAR DEVELOPED FLOW RATES DETERMINED USING AES • J ++ I I WQ SYSTEM A e SOFTWARE; RATIONAL METHOD HYDROLOGY FOR SAN BERNARDINO JCOUNTY. - Dr 5. SAN BERNARDINO COUNTY HYDROLOGY MANUAL FIGURE C-4-AP = + + /+ cn I ' + 0.20 FOR APARTMENTS, AND Ap=0.10 FOR STREETS. + 6. FLOWS FROM DEVELOPED PROJECT SITE WILL ENTER EXISTING 78" 5 2 R.C.P. STORM DRAIN (PER DWG. No. 1796-D)AND TRAVEL EAST VIA + FS=1201.5 < UNDERGROUND STORM DRAIN TO ETIWANDA CREEK CHANNEL. INV= 1192.8 + + II ' � Q100=12.1 EXIST. DENSE 1 N I PL 0 _ BRUSH O O ' 2 - CD O ` - + I I + DID = _ I NOTE: AREA DRAIN LINES TO � Qd o ROUTE A2 FLOWS NORTH FOR _ w WQ TREATMENT AND INFILTRATION IN SYSTEM A L 0 u t� H KI iT Ltfl A ® O 66 D I--- - PIL Z a ti L _J + C$ + ® pQ m ~ _MW 4 0 0 5_3 L) } + ' ® FS=1200.9 Q / 3 i 4 + + I INV= 1190.8 � + I + j 0100= 15.0 ~ " > �3 � �a I I � I SCALE: 1 = 50 0 50 100 150 200 o + + + o ' I 1 EXIST. BLOCK WALL TU kv) V) 1�z co A A A A A A A A A A A p O �' R/W NOTE:AREA DRAIN LINES TO = ROUTE A5 FLOWS EAST FOR + + WQ TREATMENT AND I PROP. 96"0 PERFORATED } RETENTION AND INFILTRATION � � I INFILTRATION IN SYSTEM B o o c� 0 0 SYSTEM WQ SYSTEM B J BENCHMARK: + + = O - J 10.2 1 .72 5_4 Q THE CONTOURS SHOWN HEREON ARE BASED ON THE ° + I C FS=1199.80 1 FS=1195.1 FOLLOWING BENCHMARK: I INV=-- � x INV= 1188.8 0 + + 0'00=�0 - - - - 0100-23.3 Z ElO BENCHMARK NO. 10033 + " CITY OF RANCHO CUCAMONGA-1"ROUND HEAD BOLT IN THE V ® I I 01 U CONCRETE BASE FOR TRAFFIC SIGNAL STAMPED EXIST.GRATE DROP INLET AND + / - I I I - I V "SBCO BM 01111"AT THE SOUTHWEST CORNER OF FOOTHILL It I� I RAIL BOX STRUCTURE(3.5'x 1.1') '' + '\ _ _ _ = + BOULEVARD AND ETIWANDA AVENUE, NORTHEAST CORNER OF + INLET TO BE RELOCATED(DWG. No.1468-D SHT.23 OF 43) I R/VV x 4-- 1111111111111--� CONCRETE BASE. P OP. 24"RCP CONNECTION _ - - W ELEVATION: 1197.964' S S Tn .XIS .Lp=37L S-9 81 + T III =3T 6.0 p XI T. 24" RCP LATERAL 00 _ DATUM: NGVD29 ( FS=INV=--1 19 .5N o0481 �- _ (2116-D, SHT.4 OF 6) - - - 0100-INITIAL ee - _ = PROP. RELOCATED CATCH - - - BASIN AND LATERAL +� 01 0. - SITE SUMMARY: i _ GROSS AREA = 6.207 ACRES + II -- - - 737' NET AREA = 5.770 ACRES + Ti�1 6-2 FS=1194.5 P TORM DRAIN FS=1193.7 � FS=1194.5 THILL E19MEVARD INV= 1189.2 9` INV= 1182.0 INV= (1188.0) ' ' - TOTAL DISTURBED AREA = 6.207 ACRES + I + Q100=9.8 -Q100g•8 - _Q100=23.3 EXISTING IMPERVIOUS AREA = 0.400 ACRES / + ST REMOVAL OF IMPERVIOUS AREA = 0.400 ACRES V 1) _ / REPLACEMENT OF IMPERVIOUS AREA = 0.027 ACRES - PROPOSED IMPERVIOUS AREA = 5.100 ACRES W - +N - - W- - - - - - - - - - - - TOTAL IMPERVIOUS AREA = 5.127 ACRES Prepared Under The Supervision Of Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD. PRELIMINARY HYDROLOGY MADOL9302 PIIT3BURC�i AVE,3UTE 230 E 100 Bayview Circle, Suite4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE& ASSOCIATES, INC. MAPRANCHO CUCAMONGA,CA.91790 Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 HYD =01PHONE 909.481.6322 Engineering Communities for Life FAX- 909.481.6320 � 21 Q J Q Uj TRACT MAP NO. Tt'�$1 - w � LEGENDNJ- : m Q z � � > 1 M.B. 284/63-64 VICTORIA PARK Y z � Q Q w � cn > cn z Q EXIST. BLOCK WALL II DCV DESIGN CAPTURE VOLUME LN LU 0 0 z w w ¢ LU w + SF SQUARE FEET (FT 2) Q 7 - M w CF CUBIC FEET (FT3) Q BASELINE ROAD — Q --` L - U VRET RETENTION VOLUME - --- DMA DRAINAGE MANAGEMENT AREA � w w CHURCH PROP. PROPOSED ~ z R ET ILLER m a ui w Y 1 e + EXIST. EXISTING w w 00 a- egg S S G AVENUE G 3 ® DRAINAGE AREA BOUNDARY 0 Q � W. LIBERTY I� I e I a EXISTING 1.0 CONTOUR PKWY 2 SYSTEM A -® 3 PERVIOUS/ LANDSCAPE AREA FOOTHILL BLVD ® - I - 15 ' CONCRETE/ IMPERVIOUS AREA PROJECT - NOTE:AREA DRAIN AND AREAL7 SCALE:A�E. 1 = 40 0 AR OW DRAIN LINES TO BE DETERMINED °°°Oo ' 0 40 80 120 160 ROUTE DURING FINAL ENGINEERING Z ® 3 WATER QUALITY RETENTION/INFILTRATION SYSTEM WHITTRAM METROLINK AVENUE FONTANA MOTOR SPEEDWAY o : ASSESSORS PARCEL No. VICINITY MAP DA1 - DMA A AREA = 100,306 SF (2.3 AC.) + 4 L SITE DESIGN CAPTURE VOLUME SUMMARY - DA1 1100-161-02; 1100-161-03; 1100-161-01 NOT TO SCALE IMP. (80/o), APARTMENTS GROSS AREA = 6.20 AC. - DCV = 8,052 CU. FT. - 1 N TREATMENT AREA DA1 = 279,187 SQ. FT. 6.4 AC. QBMP - 0.4 ( ) ( ) RESPONSIBLE PARTY FOR MAINTENANCE & EXISTING SITE IMPERVIOUS AREA = 17,424 SQ. FT. INSPECTIONS. �5 SYSTEM A RETENTION ' IMPERVIOUSNESS = 80% (FIGURE C-4 FOR APARTMENTS) ad��ld I I VOLUME = 8,129 CU. FT. — IMPERVIOUS AREA = 223,350 SQ. FT. WATERFORD PROPERTY COMPANY -"� ' DA1 - DMA B u2 P (2YR-1HR) = 0.553 IN 100 BAYVIEW CIRCLE, SUITE 4500 O (0 SITE DESIGN CAPTURE VOLUME = 22,411 CU. FT. NEWPORT BEACH, CA 92660 AREA = 178,881 SF (4.1 AC.) Z LO SITE DESIGN WATER QUALITY FLOW RATE = 1.2 CFS IMP. _ (80%); APARTMENTS FORM 5-1 WATER QUALITY BMP INSPECTION AND MAINTENANCE SCHEDULE - _ a INFILTRATION SYSTEM RETENTION VOLUME = 22,512 CU. FT. IFIA ❑ E� DCV = 14,359 CU. FT. N _ BMP MAINTENANCE FREQUENCY Q HYDRO INTERNATIONAL FD-3HC TREATMENT FLOW RATE = 0.84 CFS CLEARING AND ' QBMP - 0.8 CFS C M HYDRO VACUUMING OF _ SYSTEM B RETENTION G EVERY APRIL& ---� - — 38 m WATER QUALITY MITIGATION SUMMARY: INTERNATIONAL SEDIMENT AND DEBRIS OCTOBER r 7 ' ® VOLUME = 14,383 CU. FT. + FD 3HC (OR WITHIN STORAGE AREA AND CC STORMWATER RUNOFF AND NUISANCE FLOWS FROM THE PROJECT SITE WILL SHEET FLOW L -1 i --- ------ o V G APPROVED EQUAL) PER MANUFACTURER'S AFTER MAJOR RAIN J W � AND GUTTER FLOW TO VARIOUS DROP INLETS AND AREA DRAINAS AROUND THE SITE. EVENTS Q UNDERGROUND STORM DRAIN WILL ROUTE ALL FLOWS TO A DIVERSION MANHOLE RECOMMENDATIONS. ® ❑ 3 ILL LOCATED AT THE SOUTHEAST PROJECT BOUNDARY. THE MANHOLE WILL DIVERT THE CLEARING AND WATER QUALITY RUNOFF VOLUME TO A PRETREATMENT CLARIFIER THAT WILL REMOVE OIL, 96' EVERY APRIL& VACUUMING OF ' ® E DEBRIS, TRASH, POLLUTANTS,AND SEDIMENT BEFORE ROUTING IT INTO A PROPOSED PERFORATED SEDIMENT AND DEBRIS OCTOBER ' UNDERGROUND RETENTION AND INFILTRATION SYSTEM. THE PROPOSED UNDERGROUND RETENTION/ WITHIN PIPE PER AND = _ SYSTEM WILL CONSIST OF 96-INCH DIAMETER PERFORATED CMP PIPE SURROUNDED BY INFILTRATION AFTER MAJOR RAIN DRAINAGE AREA ' N MANUFACTURER'S BOUNDARY = GRAVEL. THE PIPE WILL RETAIN THE VOLUME AS IT INFILTRATES INTO THE SURROUNDING PIPES RECOMMENDATIONS. EVENTS na n �y o SOILS. ® �� 5 CLEARING OF SEDIMENT - WATER QUALITY BMP NOTES: CATCH BASIN AND DEBRIS WITHIN EVERY APRIL& - T HYDRO INTERNATIONAL FIRST DEFENSE CLARIFIER OR APPROVED EQUAL): STORMWATER QUALITY OCTOBER 5 ❑ ( ) FILTER BASKET PER AND RUNOFF AND NUISANCE FLOWS FROM THE PROJECT SITE WILL BE DIRECTED INTO A CLARIFIER INSERTS MANUFACTURER'S AFTER MAJOR RAIN EXIST. BEFORE ENTERING THE INFILTRATION SYSTEM. THE CLARIFIER WILL REMOVE TRASH, DEBRIS, RECOMMENDATIONS. EVENTS V EXIST. 1' BLOCK SEDIMENTS, OILS, AND POLLUTANTS FROM THE RUNOFF BEFORE ROUTING IT TO THE INFILTRATION R/W CONTOURS 26 WALL SYSTEM. STORM DRAIN REPLACEMENT OF STENCILING STORM DRAIN STENCIL AS NEEDED 2❑ 96' PERFORATED RETENTION PIPE AND INFILTRATION GRAVEL BED: AS CLEAN WATER FROM THE TO MAINTAIN VISIBILITY. --� CLARIFIER ENTERS THE SYSTEM A PORTION OF THE WATER WILL INFILTRATE THROUGH THE GRAVEL e r; - --- ---------- -- - ill II - 4 ' �� ( SYSTEM B 2 BED UNDERNEATH THE PERFORATED PIPE. AS THE SOIL BECOMES SATURATED THE 96" DIAMETER CLEARING AND 3 PIPE WILL RETAIN THE REMAINDER OF THE WATER QUALITY STORM UNTIL IT DRAWS DOWN INTO THE TORRENT VACUUMING OF EVERY APRIL& . - ' SOILS BELOW. RESOURCES MAXWELL IV SEDIMENT AND DEBRIS OCTOBER -z 3❑ CATCH BASIN STENCIL-"NO DUMPING - DRAINS TO WATERWAY"OR APPROVED EQUAL ON EACH INJECTION WITHIN SUMP STORAGE PER MANUFACTURER'S AFTER MAJOR RAIN CATCH BASIN WELLS EVENTS j PL RECOMMENDATIONS. ❑4 CATCH BASIN FILTER INSERTS TO REMOVE TRASH AND DEBRIS FROM STORMWATER BEFORE IT ALL FUTURE MAINTENANCE, II ENTERS THE DRAINAGE SYSTEM. APPLICABLE INSPECTION REPAIR STRUCTURAL SOURCE ETC. AS APPLICABLE �� — — — — — — — , ,,,,,, � I ❑ TORRENT RESOURCES MAXWELL IV INJECTION WELL. THE INJECTION WELL WILL BE CONNECTED TO CONTROL AND FOR ALL BMPs THAT TO BE DETERMINED 11 ❑ I — — -°— — — o ❑ ® 1 _1 THE 96" CMP PIPE TO ASSIST IN INFILTRATING VOLUME. NON-STRUCTURAL APPLY DURING FINAL SOURCE CONTROL DESIGN OF PROJECT. ® 1 1 ® 3 1 NOTE: STRUCTURAL SOURCE CONTROL BMPS LISTED ABOVE. ALL STRUCTURAL AND NON BMPS r5 1 STRUCTURAL SOURCE CONTROL BMPS TO BE ADDRESSED DURING FINAL ENGINEERING AND DESIGN. NOTES: / X 1. ALL SOILS GROUPS A AND B- FOR PURPOSES OF DESIGN, ALL SOILS ASSUMED GROUP B. WQM P B M P AS-BUILT CERTIFICATE _ 2. PROJECT HCOC EXEMPT DOWNSTREAM EHM R/W y _ 3 I 3. PRELIMINARY WATER QUALITY DESIGN SUBJECT TO CHANGE DURING FINAL ENGINEERING I HEREBY CERTIFY THAT THE NECESSARY STORM WATER QUALITY MANAGEMENT PLAN STRUCTURAL STORM S S S - PROP. CATCH BASIN 3 — — WATER TREATMENT DEVICES HAVE BEEN CONSTRUCTED AND ARE FUNCTIONAL TO THE BEST OF MY KNOWLEDGE I — AND LATERAL = - -- - o, T�Tt AS OF THE DATE BELOW. I \ - - -- -- \ RIPF RGCK MAXWELL - -- _ a41 AREA DC V Q8MP SYSTEM RETENTION RETENTION RETENTION SYSTEM — I — C RETEN TI O N G DMA DESIG NATION VOLU MI E VOLU ME VOLUME CU, FT, C,F.S. CU, FT, CU, FT. CU, FT, CU. FT- ti EXIST. 78" RCP J EXIST. 24"RCP A �� , S 0-4 A 4,524 %605 8 1.29 SIGNATURE DATE N BOULEVARD STORM DRAIN LINE 'A' LATERAL PER2116-D 6 17$l891 1A359 0.8 B 5,730 4,505 4,149 14,363 r PER DWG. No. 1796-D — —� — — FINISHED SURFACE — — � — — + TOTAL 2 ;187 22,411< 1.2 1�,2� B,1iQ 4,148 51� r - - - - _ - - - - - - - - - - - - - PROP. MAINLINE STORM DRAIN cn �-III= = = = = —�_ LOW FLOW DIVERSION MH w '11=1 11=11 1=111=1 11=1 11=1 I a 15111 If]I G I _I I I-I I I-I I I=111=111=111=111-I I I-I I I-I 1I- � 2 ' • > -III-III-III-III-III-III=III=III=III=III- LOW FLOW DIVERSION MH �� = —III-11= , =III= ',' —III= , I=III=1 1- CCESS MA H III- - - '1 w _ /. �• o III-I 1= I I I I1=1I1=1I1= I I I I1=1'- — — — — — — — - � PRETREATMENT CLARIFIER �1ri PRETREATMENT CLARIFIER o m `� N ii 1111111'll III III GEOTEXTILE/FILTER FABRIC 'M I E1 1— 11 1 TOP, BOTTOM, AND SIDES PER -� III=ENGINEER'S RECOMMENDATION --- " DIVERSION IPE co p 2 1111 — LL 2' 90' 2' ROCK BACKFILL: V-2" CLEAN co 12" DIVERSION PIPE 4❑ CATCH BASIN STENCIL: PER CITY — C"i 96" DIAMETER PERFORATED RETENTION AND INFILTRATION SYSTEM OF RANCHO CUCAMONGA STD. I I=1 1=111=111=111=1 1 1I I= WASHED ROCK. r] = 0.40. 96"D MET R PERFTATED RETENTION AND I I R/W PL ACCESS MANHOLE FOR MAINTENANCE TORRENT RESOURCES MAXWELL IV DWG. 301 NOTE No. 8 - -I I— INJECTION WELLS I I _ —III- 96" PERFORATED CMP RETENTION PIPE SYSTEM A - DETAIL SYSTEM B - DETAIL EXIST. BLOCK WALL SYSTEM A AND B - TYPICAL SECTION SCALE: 1"=20' SCALE: 1"=20' ALE: 1"=10' SCALE: 1" Prepared Under The Supervision Of Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD. PRELIMINARY WATER MADOLE 9002 PITT3BURCI AVE,3UTE 230 100 Bayview Circle, Suite4500 8011 ETIWANDA AVE. CONCEPTUAL PHASE 0 R�NCI-�o cucAAoN�A,ca s17� Newport Beach, CA 92660 RANCHO CUCAMONGA, CA FEBRUARY 1, 2023 QUALITY MANAGEMENT PLAN F'WME-909.48L6322 Engineering Communities for Life FAX- 909.48L6320 SYNTHETIC TURF PERIMETER WALL SCORED CONCRETE EXTENDED PRIVATE PATIOS PASEO • designed to meet weight of fire truck AT HAMMERHEAD r. T .r - I .I 1 BARK PARK 1 ' Y.• ry k rr i 4 f w synthetic turf y� I J I I low fencing 1 f I 1 • water bowl COURTYARD 'C' • see sheet L.4 COURTYARD 'B' �I : COURTYARD 'D' • see sheet L.4 w L �� „ - F - - T • see sheet L.4 � z ,. - , _ ;v ..: 1 �. ,�� r�� r•- --•• • ;{ SECURITY FENCING AND GATE gate to remain open to the public during the hours 8 am to dusk. . �'`' Imo• r. � r 1_149 I z _ -- - ---, �' --- ---� --- J ' 1 — h E4' I I FL t SCREENING AT TRANSFORMERSF -- PET S PA Liivt ur biuhi T —` _- -- --- MOVE- IN PERIMETER WALL 1 • all shrubs to be maintained at 24" height -- . maximum within limited use areaTi . i x{. - - - DECORATIVE PAVING AT CROSSWALKS VEHICULAR ENTRY • interlocking concrete pavers - - — -- - - VEHICULAR NTRY _ HICULAR E • interlocking concrete pavers DECORATIVE PAVING AT CROSSWALKS I'- +- a %_ L - 1'-M1 0:41 +} � I 1 r• R Ll LIVE/WORK PATIOS L r I• • low wall with gate 1 - r. { LIVE / WORK _ J - POOL COURTYARD a Ind r 7 • see sheet L.3 . r - DECORATIVE PAVING AT CROSSWALKS I } r r :CLUB II II I 1 ••�k 1 I MAI RETAIL � � FITNESS : �� LEASING LOBBY- - - - - - - - CO-WORK_ CO-WORK BIKE SPA LANDSCAPE AREA RETAIL PLAZA _ - - - � • : : . � - •• -. �.�. . 4 r , g. • see sheetL.2 _ ; _ _�.. ; ... _ _ - _ _ � - - -- � µ�. LANDSCAPE ON 32,243 S.F. LANDSCAPE OFF SITE. 2,091 S.F. TOTAL: 34,334 S.F. LANDSCAPE COVERAGE - - dr SITE AREA: 251 ,161 S.F. 7711L F 0 0 T H I L L B 0 U L E V A R D LANDSCAPE COVERAGE REQUIRED (10%) 25,116 S.F. LANDSCAPE COVERAGE PROVIDED (13%) 32,243 S.F. Foothill Landing Property Owner, LLC g033 & 12962 FOOTHILL BLV� CONCEPTUAL DESIGN CONCEPTUAL LANDSCAPE PLAN 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8 011 ET I WA N DA AV E. February 1, 2023 0' 15' 30' 60' L 1 L A N D S C A P E RANCHO CUCAMONGA, CA # 2021-1326 OR (' 1-IITF (' TIIRF 1 r y -x. L131: : ■ _ F e IBM Igo Pip ■ r •1 i f•. Y L - ' 1 .yt+M1#�� Ste_}�:•�L �•�1 R 1 ■i � yy {M1J'1 . -� F ��+�iii a } ; � J�a�� • � � r" JfF ' 1 �i�, '7 �pF� } �■ ■x � lZ . ].f { t If W Am i TL T•A f_ r? a r � . �4' r 7 T• 'r• i- _ �Y' rit JL wA v f` a -42 r 1 •i 1. L. y � } • GAME LAWN DINING TERRACE POOL LOUNGE POOL DECK CLUB LOUNGE • game tables • dining tables w/ umbrellas • wood look deck • 14' x 60' pool w/ lap swimming • outdoor kitchen w/ pizza oven • soft seating • bbq • fire pit • 9'x14' spa w/ accent wall • fire pit w/ soft opening • accent tree • accent paving • lounge furniture • daybeds • dining tables • festival lights • festival lights • accent lighting • lounge chairs • accent pavers • synthetic turf • 4-12'x8' cabanas on synthetic turf • pottery • accent pavers • counter w/ bbq's and decorative lights • specimen trees • raised planter w/ multi-trunk king palms 1. LP Fr- I f - Fl- - � JET t• I�'•J FF t F r py ; Uk 13 7 vr— / 4W rr• � k• x r I II RESTROOMS I I kL O r1 , C{ L R. 1 1 . w _U CLUB ve IIcc dL I I IAL # _ - _ - I -43 01— t i' L •{ R ETAI L FITNESS - - LOBBY MAIL ROOM q�.... ..45. - y — rj I r - _ _ .- as_Ys was F'�•s_a.. -- � ' - � � _ i. i1' FITNESS LAWN GATE • synthetic turf • shade canvas panels attached to metal frame • festival lights • screen hedge • garage door access from fitness room Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL BLVD • CONCEPTUAL DESIGN POOL COURTYARD 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8 011 ET I WA N DA AV E. February 1, 2023 p' 5' 10, 20' L03 L A N D S C A P E RANCHO CUCAMONGA, CA # 2021-1326 AQ (' 1-IITF (' TIIRF COURTYARD `B' COURTYARD `C' COURTYARD ` D' LL(- -77. - T LQ - Eh F1 s r• ..$ax. L * FEW F { ' `$ Yam. }• � 1 . f•' �i•.L ' .' : � it — - � ' 'F � •Frr• --,,aa,�-.. -'��`,#'�!� _ �• 1�hrL ,�L s{7y', � - •�F •y�k �'' 1 � ��{�/ L � � .. 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I LL IL J CO I M 'L FIRESIDE LOUNGE OUTDOOR KITCHEN 'THE BACKYARD' "THE BACKYARD" • lounge seating • shade structure • soft seating • soft seating • fire pit • outdoor kitchen • fire pit wit festival lighting • fireplace w/ decorative paving • accent tree • sit-up island counter • dining terrace w/ shade structure • dining terrace with off-set umbrellas • festival lighting • dining tables w/ umbrellas • bbq counter • bbq counter • accent tree w/ decorative cobble • game lawn w/ festival lights • children's climbing structure Foothill Landing Property Owner, LLC g033 & 12962 FOOTHILL BLVD • CONCEPTUAL DESIGN COURTYARD ENLARGEMENTS 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8 011 ET I WA N DA AV E. February 1, 2023 01 5' 10, 20' L04 L A N D S C A P E RANCHO CUCAMONGA, CA # 2021-1326 AQ (' 1-IITF (' TIIRF I � Al ' f • i • � � � � � � � � � � � � � � ■ III • _ !jr k • ! 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POOL GATE ._ • • • • • _ PUBLIC PEDESTRIAN PATH ll • PEDESTRIAN PATH of TRAVEL WITHIN BUILDING PEDESTRIAN GATE • • • • • • • • • • ►°' # CORRIDORS PEDESTRIAN PATH OF TRAVEL OPEN TO THE F 0 0 T H I L L B 0 U L E V A R D bdLft& PUBLIC BETWEEN THE HOURS OF8AMTO DUSK Foothill Landing Property Owner, LLC 8033 & 12962 FOOTHILL B LV7' CONCEPTUAL DESIGN CIRCULATION PLAN 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8 011 ET I WA N DA AV E. February 1, 2023 0' 15' 30' 60' L05 L A N D S C A P E RANCHO CUCAMONGA, CA # 2021-1326 AQ (' 1-IITF (' TIIRF WATER EFFICIENT LANDSCAPING - RANCHO CUCAMONGA M.C. 17.42 PROPOSED SHRUB LIST PROPOSED TREE LIST ALL PROPOSED SHRUBS WILL BE COMPLIANT WITH CAL GREEN REQUIREMENTS FOR WATER CONSERVING AND NON-INVASIVE AS DEFINED BY IPC. BOTANICAL/COMMON NAME SIZE WUCOLS THE IRRIGATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE CITY OF RANCHO FOOTHILL BLVD. STREET TREES: CUCAMONGA MUNICIPAL CODE 17.42 WATER EFFICIENT LANDSCAPE ORDINANCE. ALL SHRUBS &GROUNDCOVER SIZE WUCOL IRRIGATION SHALL BE PER THE CITY OF RANCHO CUCAMONGA WATER EFFICIENCY AGAVE ATTENUATA'NOVA' FOXTAIL AGAVE 15 GAL Very Low LAGERSTROEMIA'NATCHEZ' REQUIREMENTS LANDSCAPE AND OTHER APPLICABLE CITY LANDSCAPE GUIDELINES. WHITE CREPE MYRTLE 36" BOX MODERATE ALOE 'ALWAYS RED' ALWAYS RED ALOE 5 GAL LOW (planted in 5'x5'sidewalk cutouts at 35' o.c.) IRRIGATION WATER CONSERVATION FEATURES ASPARAGUS MEYERI FOXTAIL ASPARAGUS 5 GAL Moderate BOUGAINVILLEA ROSENKA BOUGAINVILLEA 5 GAL Low MAGNOLIA GRANDIFLORA THE FOLLOWING MEASURES WILL BE INCORPORATED INTO THE PROJECT TO CALLISTE MON 'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 5 GAL Low SOUTHERN MAGNOLIA 36" BOX MODERATE CONSERVE WATER: (evergreen accent) CITTUS PURPUREUS ORCHID ROCKROSE 5 GAL Low 1. INSTALLATION OF AUTOMATIC 'SMART' IRRIGATION CONTROLLER WITH DIANELLA TASMANICA GOLDEN FLAX LILY I GAL Moderate PLATANUS x ACERIFOLIA'COLUMBIA' RAIN-SENSOR AND WEATHER TRACK. LONDON PLANE TREE 24" BOX MODERATE 2. THE USE OF LOW PRECIPITATION/LOW ANGLE IRRIGATION SPRAY HEADS. DIETES VELETA FORTNIGHT LILY 5 GAL Moderate (deciduous shade tree) 3. THE USE OF LOW WATER CONSUMING PLANTS. FESTUCA MAIREI ATLAS FECUE 5 GAL Low 4. SOIL AMENDMENT TO ACHIEVE GOOD SOIL MOISTURE RETENTION. GREVELLIA X'SCARLETT SPRITE' SCARLETT SPRITE GREVELLIA 5 GAL Low ETIWANDA AVENUE STREET TREE (30'o.c.): 5. MULCHING TO REDUCE EVAPOTRANSPORATION FROM THE ROOT ZONE. KNIPHOFIA UVARIA RED HOT POKER 5 GAL Low LAGERSTROEMIA'NATCHEZ' NOTE: INSTALL RADIO-READ WATER METER and BACKFLOW PREVENTOR for WHITE CREPE MYRTLE 36" BOX MODERATE IRRIGATION SERVICE per CITY REQUIREMENTS. LANTANA X'NEW GOLD' NEW GOLD LANTANA 5 GAL Low (planted in 5'x5 sidewalk cutouts at intersection only) LEUCOPHYLLUM FRUTESCENS TEXAS SAGE 5 GAL Low STREET TREE NOTES: MUHLENBERGIA RIGENS DEER GRASS 5 GAL Low PLATANUS x ACERIFOLIA'COLUMBIA' LONDON PLANE TREE 24" BOX MODERATE ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY, INCLUDING STREET MYOPORUM PARVIFOLIUM MYOPORUM I GAL Moderate (deciduous shade tree planted in 5'x5'cutouts) TREES, SHALL BE INSTALLED PER THE PUBLIC IMPROVEMENT PLANS. NANDINA'EMERALD SEA' EMERALD SEA HEAVENLY BAMBOO 5 GAL Moderate MAIN ENTRY DRIVE: OLEA'LITTLE OLLE' DWARF OLIVE 5 GAL Low 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PHLOMIS FRUITICOSA JERUSALEM SAGE 5 GAL Low OLEA EUROPAEA'SWAN HILL' 48" BOX PLANS. FRUITLESS OLIVE MODERATE PITTOSPORUM 'GOLF BALL' GOLF BALL PITTOSPORUM 5 GAL Moderate 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT RHAMNUS 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL Low SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS RHAPHIOLEPIS INDICA INDIA HAWTHORN 5 GAL Low QUERCUS AGRIFOLIA 48" BOX LOW DETERMINED BY THE CITY INSPECTOR. ROSA CALIFORNICA CALIFORNIA WILD ROSE I GAL Low CALIFORNIA LIVE OAK 3. ALL TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING ROMARINUS PROSTRATUS DWARF ROSEMARY I GAL Low SERVICES DEPARTMENT. SALVIA'BEES BLISS' BEE'S BLISS SAGE I GAL Low RESIDENT AMENITY COURTYARDS including POOL RECREATION AREA: 4. ALL TREES ARE PROHIBITED WITHIN 5 FEET OF THE OUTSIDE DIAMETER OF ANY S BLUE CHALKSTICKS I GAL S CI ERPEN PUBLIC STORM DRAIN PIPE MEASURED FROM THE OUTER EDGE OF A MATURE TREE SENE LOw ARBUTUS X'MARINA' 36" BOX MODERATE TRUNK. STRELITZIA REGINAE BIRDS OF PARADISE 5 GAL Moderate HYBRID STRAWBERRY TREE 5. STREET TREES, A MINIMUM OF 15-GALLON SIZE OR LARGER, SHALL BE INSTALLED WESTRINGIA'SMOKEY' COAST ROSEMARY 5 GAL Low PER CITY STANDARDS IN ACCORDANCE WITH THE CITY'S STREET TREE PROGRAM. SHRUBS in BIO RETENTION AREAS: al. at 12 O.C. BRAHEA ARMATA 36" BOX LOW CAREX PANSA DUNE SEDGE I g �� Lowe BLUE HESPER PALM LINE-OF-SIGHT NOTE: CHONDROPETALUM TECTORUM CAPE RUSH I gal. at 12" O.C. Low LANDSCAPE ELEMENTS OVER 30" IN HEIGHT (INCLUDING PLANTING MEASURED AT SCREENING OF ABOVE-GROUND UTILITIES AND TRASH ENCLOSURES CERCIS CANADENSIS 'MERLOT' MAINTAINED HEIGHT) ARE NOT ALLOWED AT STREET CORNERS WITHIN A TRIANGULAR LIGUSTRUM J. TEXANUM WAX-LEAF PRIVET- COLUMNS 15 gal. at 36" O.C. Moderate MERLOT RED BUD 24" BOX LOW ZONE DRAWN FROM 2 POINTS, 25' OUTWARD FROM BEGINNING OF CURVES AND END OF PRUNUS C. 'BRIGHT&TIGHT' CAROLINA LAUREL CHERRY 15 gal. at 36" O.C. Low CURVES. CHAMAEROPS HUMILIS POTTERY(SHADE): MEDITERRANEAN FAN PALM - MULTI 24" BOX LOW UTILITY SCREENING NOTE: LIGUSTRUM T. PYRAMID TEXAS PRIVET TOPIARY 15 GAL Moderate BUXUS 'GREEN BEAUTY' -TOPIARY BOXWOOD SPHERE 15 GAL Moderate LAURUS NOBLIS 'SARATOGA' CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT CYCAS REVOLUTA SAGO 15 GAL Moderate SARATOGA BAY LAUREL 24" BOX LOW UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES POTTERY(SUN): FROM VIEW. CITRUS SPECIES THORNLESS CITRUS 24" B. Moderate OLEA EUROPAEA 'SWAN HILL' CUPRESSUS SEMPERVIRENS 'STICTA' ITALIAN CYPRESS 15 GAL Moderate SWAN HILL FRUITLES OLIVE 48" BOX LOW AGAVE ATTENUATA'NOVA' FOXTAIL AGAVE 15 GAL Low PARKINSONIA'DESERT MUSEUM' ORGANIC MULCHES: DESERT MUSEUM PALO VERDE 36" BOX LOW 2" THK. DECOMPOSED GRANITE CALIFORNIA GOLD PHOENIX DACTYLIFERA'MEDJOOL' 22' BTH MODERATE 3" THK. WOOD MULCH 'FOREST FLOOR' MEDJOOL DATE PALM 3" THK. CRUSHED ROCK 1" MINUS CAMERON PROSOPIS GLADULOSA'MAVERICK' 36" BOX LOW PLANT PALETTE NOTES: MAVERICK MESQUITE 1. PROPOSED PLANTS ARE MEDITERRANEAN CLIMATE ADAPTED SPECIES QUERCUS AGRIFOLIA 36 BOX LOW CALIFORNIA LIVE OAK 2. A MAJORITY OF PLANTS ARE LOW WATER USE 3. ALL PLANTS ARE CONSIDERED TO BE LOW MAINTENANCE TRISTANIA CONFERTA 36" BOX MODERATE 4. SOURCE OF WATER USE IS WUCOLS. BRISBANE BOX PROJECT PERIMETER FOR SCREENING: * * * THIS PRELIMINARY PLANT PALETTE IS INTENDED TO REPRESENT A TYPICAL SAMPLE OF THE PROPOSED PLANTS BUT DOES NOT INDICATE THE EXACT SPECIES WHICH WILL BE DEVELOPED ON THE DETAILED PLANS. LAURUS NOBLIS "COLUMN' BAY LAUREL 24" BOX MODERATE GENERAL PLANTING NOTES MELALE TREE -CA MULTI CAJEPUT TREE - MULTI TRUNK 24" BOX MODERATE 1. ALL SHRUB AREAS SHALL RECEIVE A 3" MINIMUM LAYER OF BARK MULCH. 2. SCREENING NOTE: SCREENING SHALL BE PROVIDED FOR ALL UTILITIES, INCLUDING TRANSFORMERS AND TELEPHONE BOXES. PODOCARPUS GRACILIOR'COLUMN' 24" BOX MODERATE FERN PINE NO UTILITIES SHALL CONFLICT WITH PLANTING. 3. IRRIGATION DESIGN SHALL COMPLY WITH AB1881 AND ESTIMATED ANNUAL WATER USE (EAWU) WILL NOT EXCEED MAXIMUM PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT' MODERATE ANNUAL WATER USE (MAWA) CALCULATIONS. 24 BOX BRIGHT �N TIGHT CAROLINA LAUREL 4.LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CITY OF RANCHO CUCMONGA DEVELOPMENT STANDARDS AND CODES FOR LANDSCAPE IMPROVEMENTS. TRISTANIA CONFERTA'LOW BRANCH' 5. TREES WITHIN 6 FEET OF LANDSCAPE SHALL BE INSTALLED WITH APPROVED ROOT CONTROL BARRIER (16 FEET LENGTH MIN. BRISBANE BOX 36" BOX MODERATE EACH TREE) ABOVE-GROUND UTILITY SCREENING 6. PLANTER AREAS WILL BE ON A DRIP IRRIGATION. TREES WILL BE IRRIGATED BY A DEEP ROOT WATERING BUBBLER. 7. PROVIDE ROOT BARRIER ALONG FOOTHILL BLVD. AND ETIWANDA AVE. ADJACENT SIDEWALKS AND CURBS. LIGUSTRUM JAPONICUM TEXANUM 15 GAL. MODERATEGLOSSY PRIVET PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT' 24" BOX MODERATE BRIGHT 'N TIGHT CAROLINA LAUREL Foothill Landing Property Owner, LLC g033 & 12962 FOOTHILL BLVD CONCEPTUAL DESIGN PLANT PALETTE and NOTES 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8 011 ET I WA N DA AVE. February 1, 2023 L06 L A N D S C A P E RANCHO CUCAMONGA, CA # 2021-1326 AIR ( P ITF (' TIIF? Architecture + Planning 888.456.5849 ktgy.com Foothill Landing Property Owner, LLC 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8033 & 12962 FOOTHILL BLVD;CONCEPTUAL DESIGN JULY 18, 20228011 ETIWANDA AVE. RANCHO CUCAMONGA, CA # 2021-1326 A1.0SHEET TITLE SECONDARY TITLE040802060’30’15’0’L.7February 1, 2023 WALL and FENCE PLAN * * *WALL AND FENCE KEY 6' HT PERIMETER BLOCK WALL DESCRIPTION:DETAIL SYMBOL 1 6' HT TUBULAR STEEL FENCE with PILASTERS WITH BRICK VENEER 5'-6" HT TUBULAR STEEL POOL ENCLOSURE 5'-6" HT GLASS POOL ENCLOSURE 4' HT TUBULAR STEEL DOG FENCE 6' HT TUBULAR STEEL GATE LOW STONE PLANTER WALL 2 3 4 5 6 7 5'-6" HT GLASS POOL GATE 8 9 6' HT ENTRY PORTAL 10 * 8' HT ART WALLT.B.D. NOTE: SEE SHEET L-8 FOR WALL AND FENCING ELEVATIONS. METAL SCREEN FENCE @ TRANSFORMER ETIWANA AVENUEFOOTHILL BOULEVARD Architecture + Planning 888.456.5849 ktgy.com Foothill Landing Property Owner, LLC 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8033 & 12962 FOOTHILL BLVD;CONCEPTUAL DESIGN JULY 18, 20228011 ETIWANDA AVE. RANCHO CUCAMONGA, CA # 2021-1326 A1.0SHEET TITLE SECONDARY TITLE040802060’30’15’0’L.8February 1, 2023 WALL and FENCE DETAILS TUBULAR STEEL POOL ENCLOSURE35'-6" HIGH 5'-6"SHOT BLAST BLOCK ACCENT WALL16' HIGH 6'TUBULAR STEELPERIMETER FENCE26' HIGH 6'8' MAX O.C. 4 2'3'1'-2"± 6'6' TUBULAR STEEL GATE76' HIGH GLASS POOL ENCLOSURE GATE95'-6" HIGH 36" GATE 24" CLR. MIN. STRIKE 5'-6"Residence Only 48"LOW BRICK PLANTER WALL620" HIGH 20"PRECAST CONCRETE CAP TUBULAR STEEL FENCE FENCE POSTS at 8' o.c. MAX. 3" clr. 4' DOG PARK FENCE5 4' HIGH GLASS POOL ENCLOSURE 5'-6" HIGH 5'-6"3' GATE MIN. 42" - MAX. 44"4'1'-2" 6'-0"'ENTRY PORTAL86' HIGH METAL PERGOLA w/ VINES BRICK PILASTER 4'6'TRANSFORMER SCREEN GATE106' HIGH 16'-4" METAL SCREEN PANELS BRICK PILASTER 16' O.C. TYPICAL Architecture + Planning 888.456.5849 ktgy.com Foothill Landing Property Owner, LLC 100 Bayview Circle, Suite 4500 Newport Beach, CA 92660 8033 & 12962 FOOTHILL BLVD;CONCEPTUAL DESIGN JULY 18, 20228011 ETIWANDA AVE. RANCHO CUCAMONGA, CA # 2021-1326 A1.0SHEET TITLE SECONDARY TITLE040802060’30’15’0’L.9February 1, 2023 CONCEPTUAL LIGHTING PLAN EXTERIOR LIGHTING LEGEND TYPE/TECHNIQUE: STREET LIGHT PER CITY STANDARDS LOCATION:SYMBOL THEME POLE LIGHT VEHICULAR DRIVE AND LARGE AMENITY SPACES DOWNLIGHT MOUNTED ON OVERHEAD TRELLS OVERHEAD FESTIVAL LIGHTING ATTACHED TO POLES OR TRELLIS. MINIMUM 12' ABOVE FINISH SURFACE RECESSED WALL MOUNTED ON WALL BOLLARD AT PEDESTRIAN PATH OF TRAVEL SCONCE MOUNTED ON BUILDING PENDENT LIGHT MOUNTED ON OVERHEAD TRELLIS OR ARM * FOR REFERENCE ONLY * RECESSED WALL MOUNTED ON WALL SCONCE MOUNTED ON BUILDING THEME POLE LIGHT VEHICULAR DRIVE AND LARGE AMENITY SPACES - 12' HT. POLE BOLLARD PEDESTRIAN PATH OF TRAVEL OVERHEAD FESTIVAL LIGHTING ATTACHED TO POLES OR TRELLIS. DOWNLIGHT AT OVERHEAD TRELLIS PENDANT LIGHT AT OVERHEAD TRELLIS ETIWANA AVENUEFOOTHILL BOULEVARD FOOTHILL LANDING - RANCHO CUCAMONGA, CA-LTG 1/12/2023 1:57 PM IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINTPROJECT:N O T F O RCONSTRUCTIONPRELIMINARYLIGHTING CONSULTANT535 PRINCELAND COURTCORONA CA 92879P: 951.340.2475JSASSOCIATESINC.COMSHEET NO.:SHEET TITLE:SCALE:DRAWN BY:CHECKED BY:I.V.LTG-0.1AS SHOWNDATE DESCRIPTION EXTERIOR LIGHTING DESIGN & PHOTOMETRICS2022.10.26 OWNER:FOOTHILL LANDING PROPERTYOWNER, LLC100 BAYVIEW CIRCLE, SUITE 4500NEWPORT BEACH, CA 92660C: OREN HILLELP: 818.606.2410E: OHILLEL@WATERFORDCO.COMCOPYRIGHT NOTICE:ALL DRAWINGS AND WRITTENMATERIALS APPEARING HEREINCONSTITUTE THE ORIGINALUNPUBLISHED WORK OF JS &ASSOCIATES SERVICES AND THESAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUTTHE EXPRESS WRITTEN CONSENTOF JS & ASSOCIATES.FOOTHILLLANDING8033 & 12962 FOOTHILL BLVD;8011 ETIWANDA AVE.RANCHO CUCAMONGA, CAS.G.SHEET INDEXNOTESABBREVIATIONS& SYMBOLS(D)DEMO(E)EXISTING(F)FUTURE(N)NEW(R)RELOCATEDACABOVE COUNTER, 4" ABOVE BACKSPLASHAFFABOVE FINISH FLOORAFGABOVE FINISH GRADEALALUMINUMBLGBELOW GRADEBODBOTTOM OF DEVICECODCENTER OF DEVICECUCOPPERECELECTRICAL CONTRACTORGCGENERAL CONTRACTORGECGROUNDING ELECTRODE CONDUCTORGESGROUNDING ELECTRODE SYSTEMGFCIGROUND FAULT CIRCUIT INTERRUPTERGNDGROUNDMCMECHANICAL CONTRACTORNLNIGHT LIGHTTYPTYPICALUGUNDERGROUNDUONUNLESS OTHERWISE NOTEDUTWUNSHIELDED TWISTED PAIRWPWEATHERPROOFXFMRTRANSFORMERABBREVIATIONSSHEET INDEXSHEET NO.SHEET TITLEEXTERIOR LTG & PHOTOMETRICS DELTA 1LTG-0.1SHEET INDEX, NOTES, ABBREVIATIONS & SYMBOLS●●LTG-1.0EXTERIOR LIGHTING PLAN●LTG-1.1EXTERIOR PHOTOMETRICS - NORTH●LTG-1.2EXTERIOR PHOTOMETRICS - SOUTH●LTG-2.0PARKING GARAGE LIGHTING - TOP LEVEL●GENERAL NOTES1.JS & ASSOCIATES SHALL IN NO WAY ASSUME RESPONSIBILITY FOR THE ELECTRICAL DESIGNOF THIS PROJECT. JSA LIGHTING DESIGN SHALL BE INCORPORATED AND VERIFIED BYELECTRICAL ENGINEER OF RECORD FOR COMPLIANCE WITH ALL LEGAL, INDUSTRY, ANDPROJECT-SPECIFIC REQUIREMENTS & STANDARDS INCLUDING WITHOUT LIMITATION OF THEFOLLOWING:1.1.ALL APPLICABLE BUILDING CODES.1.2.ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES &SUPPLEMENTS.1.3.THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS.2.WHEN INTERPRETING THESE DRAWINGS, THE FOLLOWING GENERAL RULES APPLY:2.1.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.2.2.SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE. IT IS THE READER'SRESPONSIBILITY TO VERIFY & FIELD-MEASURE DIMENSIONS BEFORE PROCEEDING WITHANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION.2.3.SPECIFIC NOTES & DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICALDETAILS.2.4.WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTSTHAT ARE SHOWN & SPECIFIED.2.5.PLANS ARE CONSIDERED DIAGRAMMATIC IN NATURE & INTENDED ONLY TODEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICTSPECIFIC LOCATIONS.2.6.WORK SHOWN AS "NIC" OR "NOT IN SCOPE" IS FOR REFERENCE ONLY.3.ELECTRONIC VERSIONS OF THESE PLANS ARE SUBJECT TO THE SAME PROVISION AS OTHERINSTRUMENTS OF SERVICE PREPARED BY OR ON THE BEHALF OF JS & ASSOCIATES,INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVEDRIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE,NON-EXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NORECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OFTHESE PLANS FOR ANY OTHER PURPOSE. ANY OTHER USE FOR ANY OTHER PURPOSE COULDCONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED INTHE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS WITHNO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OFCOMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY USE WITHOR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANYPARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK.4.WHERE ITEMS SHOWN ON THESE DRAWINGS SUCH AS LIGHTS, RECEPTACLES, ETC. ARE TOPENETRATE ANY BUILDING CEILINGS, WALLS, STRUCTURAL FRAMING, ETC., IT IS REQUIREDTHAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. THE CONTRACTORSHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTIONDOCUMENTS PRIOR TO THE INSTALLATION OF ANY ELECTRICAL WORK.5.LIGHTING FIXTURES:5.1.LIGHTING FIXTURES SPECIFIED IN THESE DRAWINGS SHALL NOT BE SUBSTITUTEDWITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNERREPRESENTATIVE.5.2.LIGHTING FIXTURES & CONTROLS SHALL BE DELIVERED TO THE SITE IN NEW CONDITIONONLY.5.3.ALL EXIT SIGNS & EMERGENCY LIGHTING SHALL COMPLY WITH UL 924 AND OPERATE FORA MINIMUM OF 90 MINUTES IN EMERGENCY MODE.5.4.ALL LIGHTING FIXTURES SHALL BE UL OR ETL LISTED AND HAVE APPROPRIATELABORATORY TESTING.6.ALL MEASUREMENTS, HEIGHTS, BACKGROUNDS, FINISHES SHALL BE VERIFIED BY INTERIORDESIGNER AND ARCHITECT OF RECORD.7.DIMENSIONS:7.1.UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTSSHALL BE TO FACE OF CONCRETE OR MASONRY, FACE OF FINISH, OR CENTERLINE OFGRIDS.7.2.UNLESS OTHERWISE NOTED OR INDICATED, ALL VERTICAL DIMENSIONS ARE FROM FINISHFLOOR.7.3.DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROMDRAWINGS. LARGE-SCALE DRAWINGS & DETAILS TAKE PRECEDENCE OVERSMALLER-SCALE DRAWINGS.DEVELOPMENT REVIEW RESUBMITTAL2023.01.1211 TrashMove-In 36'-0"33'-0"SLWSWSWSWSWSWSWSWSWSRWRWFLRWRWRWSLSLSLSLWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSBOBOBOBOBOBOBOBOWSBOBOBOBOWSBOWSBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOTPTPTPTPTPTPTPTPTPTPTPTPTPBOBOBOFLFLFLFLBOBOBOBOWSPPPSLSLSLSLWSTPWSWSBOR4R4R4R4R4R4WSBOBOBOBOBOWSBOBOBOPPPFLFLFLFLFLBOBODLDLDLDLTPTPTPBOBOBOBORWRWRWBOTPTPTPPPPPPFLFLFLFLBOBOPPPPPR4R4R4R4R4R4FLFLFOOTHILL LANDING - RANCHO CUCAMONGA, CA-LTG 1/12/2023 1:57 PM IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINTPROJECT:N O T F O RCONSTRUCTIONPRELIMINARYLIGHTING CONSULTANT535 PRINCELAND COURTCORONA CA 92879P: 951.340.2475JSASSOCIATESINC.COMSHEET NO.:SHEET TITLE:SCALE:DRAWN BY:CHECKED BY:I.V.LTG-1.0AS SHOWNDATE DESCRIPTION EXTERIOR LIGHTING DESIGN & PHOTOMETRICS2022.10.26 OWNER:FOOTHILL LANDING PROPERTYOWNER, LLC100 BAYVIEW CIRCLE, SUITE 4500NEWPORT BEACH, CA 92660C: OREN HILLELP: 818.606.2410E: OHILLEL@WATERFORDCO.COMCOPYRIGHT NOTICE:ALL DRAWINGS AND WRITTENMATERIALS APPEARING HEREINCONSTITUTE THE ORIGINALUNPUBLISHED WORK OF JS &ASSOCIATES SERVICES AND THESAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUTTHE EXPRESS WRITTEN CONSENTOF JS & ASSOCIATES.FOOTHILLLANDING8033 & 12962 FOOTHILL BLVD;8011 ETIWANDA AVE.RANCHO CUCAMONGA, CAS.G.EXTERIORLIGHTING PLANSCALE:1EXTERIOR LIGHTING PLAN1' = 20'-0"0020'40'DEVELOPMENT REVIEW RESUBMITTAL2023.01.121REVISED LIGHTING FIXTURE LOCATIONS THROUGHOUT1 36'-0"33'-0"BOBOBOBOBOBOWSBOBOBOBOWSBOWSBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOTPTPTPTPTPTPTPTPTPBOBOBOFLFLFLFLBOBOBOBOWSPPPSLSLWSBOBOBOBOBOWSBOBOBOPPPFLFLFLFLFL1.41.41.31.31.31.11.11.11.21.11.11.11.11.31.21.11.11.21.41.51.01.11.31.51.61.11.21.41.61.51.11.21.41.71.71.11.31.41.61.91.01.21.41.51.71.01.11.31.41.51.01.11.31.41.52.02.01.81.41.00.80.70.71.01.61.81.91.71.21.01.01.00.90.90.80.80.90.90.91.01.11.31.82.02.01.71.10.80.60.50.60.91.41.61.61.41.00.91.11.31.31.20.90.70.81.01.51.92.01.71.91.81.51.10.80.92.01.71.31.00.70.60.70.70.81.01.11.21.51.61.51.30.80.60.50.81.31.51.51.30.80.50.50.50.81.21.31.71.91.91.71.20.90.91.21.71.91.91.71.31.21.51.61.22.02.01.81.61.82.01.91.91.51.00.90.81.00.71.31.51.21.71.92.01.91.61.51.61.71.92.02.02.02.01.81.71.51.31.11.11.21.61.71.61.40.90.70.70.91.51.81.71.71.20.70.50.50.80.90.70.60.71.01.31.31.31.00.80.81.01.41.82.02.00.00.10.10.00.10.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.91.41.61.61.40.90.91.31.71.71.81.30.80.70.71.01.51.71.71.40.90.70.71.01.61.92.01.91.51.31.21.21.21.21.21.21.11.11.21.31.61.82.01.81.31.41.51.41.21.11.01.01.01.01.01.01.01.01.00.90.90.90.90.80.80.80.80.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.80.80.80.80.80.80.90.90.90.90.90.90.90.90.91.01.01.01.00.90.90.90.90.90.90.90.80.80.80.80.80.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.80.80.80.91.51.71.71.40.80.50.50.50.60.80.91.01.62.01.91.71.10.70.60.50.50.50.60.70.91.41.81.81.81.41.00.80.70.70.70.70.70.81.11.71.91.91.61.00.70.60.61.01.81.71.11.51.91.50.90.60.70.81.01.00.80.60.60.60.70.81.01.11.21.21.11.00.90.90.80.90.90.91.01.01.01.11.31.21.21.21.11.00.90.90.90.90.90.90.90.91.01.11.21.21.21.21.00.80.70.70.60.60.60.60.60.60.70.70.70.70.60.60.60.70.91.52.01.91.81.00.60.50.71.21.92.02.01.71.00.60.50.61.11.82.02.01.70.90.50.50.91.51.91.91.71.00.60.50.71.42.01.91.91.30.70.50.61.01.71.91.91.60.90.50.50.81.51.91.91.81.10.60.50.71.31.91.92.01.40.80.50.61.01.71.91.91.60.90.60.50.81.52.02.02.01.30.80.50.50.71.31.71.61.00.70.60.60.60.60.60.70.70.70.70.70.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.70.70.70.70.60.60.60.60.70.70.70.70.70.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.70.70.70.80.80.80.80.80.80.90.90.91.00.90.70.70.81.11.41.51.51.61.31.11.11.21.51.92.01.91.81.41.21.01.01.21.41.81.91.91.81.60.70.60.81.11.71.61.00.70.50.91.21.82.02.01.8TrashMove-In 36'-0"33'-0" FOOTHILL LANDING - RANCHO CUCAMONGA, CA-LTG 1/12/2023 1:57 PM IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINTPROJECT:N O T F O RCONSTRUCTIONPRELIMINARYLIGHTING CONSULTANT535 PRINCELAND COURTCORONA CA 92879P: 951.340.2475JSASSOCIATESINC.COMSHEET NO.:SHEET TITLE:SCALE:DRAWN BY:CHECKED BY:I.V.LTG-1.1AS SHOWNDATE DESCRIPTION EXTERIOR LIGHTING DESIGN & PHOTOMETRICS2022.10.26 OWNER:FOOTHILL LANDING PROPERTYOWNER, LLC100 BAYVIEW CIRCLE, SUITE 4500NEWPORT BEACH, CA 92660C: OREN HILLELP: 818.606.2410E: OHILLEL@WATERFORDCO.COMCOPYRIGHT NOTICE:ALL DRAWINGS AND WRITTENMATERIALS APPEARING HEREINCONSTITUTE THE ORIGINALUNPUBLISHED WORK OF JS &ASSOCIATES SERVICES AND THESAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUTTHE EXPRESS WRITTEN CONSENTOF JS & ASSOCIATES.FOOTHILLLANDING8033 & 12962 FOOTHILL BLVD;8011 ETIWANDA AVE.RANCHO CUCAMONGA, CAS.G.EXTERIORPHOTOMETRICS- NORTHGENERAL NOTES:1.ALL DRIVEWAY CALC ZONES ARE 5'x5' GRIDS.2.ALL OTHER AREAS ARE 2'x2' GRIDS/ PATHS.PHOTOMETRIC STATISTICS:SCALE:1EXTERIOR PHOTOMETRICS - NORTH1/16" = 1'-0"0016'32'8'4'EXTERIOR FIXTURE LEGEND:SURFACE-MOUNTED DOWN LIGHT12W LED, 3000K, 900LmFINISH: BLACKDLBO31.5" TALL BOLLARD36W LED, 4000K, 4104LmT2 DISTRIBUTIONFINISH: BLACKFLPRECESSED DOWN LIGHT10W LED, 3000K, 750LmR4RECESSED WALL LIGHT5W LED, 3000K, 1095LmRWRCMU DECORATIVE STREET LIGHTPER CITY STD. PLAN NO. 700SEE SHEET LTG-0.1 FOR MORE INFOSLTHEME POLE LIGHT30W LED, 3000K, 3510LmT4 DISTRIBUTION10' TALL POLETPWALL SCONCE12W LED, 3000K, 724LmFINISH: BLACKWSSTRING LIGHTS48' LONG, INTERCONNECTABLE(24) 1.5W BULBS SPACED 24" APART*E.C. TO FIELD VERIFY LENGTH NEEDEDOUTDOOR ROUND PENDANT60W LEDFINISH: HARBOR GREYKEY PLAN:MATCHLINEMATCHLINENORTHDEVELOPMENT REVIEW RESUBMITTAL2023.01.121 NEW SHEET1 TrashMove-In 36'-0"33'-0"TrashMove-InSLWSWSWSWSWSWSWSWSWSRWRWFLRWRWRWSLSLSLSLWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WSBOBOTPTPTPTPSLSLWSTPWSWSBOR4R4R4R4R4R4BOBODLDLDLDLTPTPTPBOBOBOBORWRWRWBOTPTPTPPPPPPFLFLFLFLBOBOPPPPPR4R4R4R4R4R4FLFL1.21.31.31.41.41.51.21.51.61.81.81.71.51.41.21.21.21.31.51.71.81.81.71.41.21.01.01.01.11.01.01.01.21.41.11.21.31.41.51.61.71.71.71.71.61.51.41.31.31.31.31.31.31.41.41.41.41.31.31.31.31.31.41.41.51.51.61.61.51.51.41.21.10.90.80.71.20.80.70.70.70.70.80.91.11.41.61.51.71.91.71.50.80.60.81.41.81.81.61.21.31.51.71.21.51.51.41.31.21.61.41.31.21.11.81.51.41.21.01.71.71.51.31.11.81.61.51.21.01.71.51.41.21.11.61.52.12.41.71.91.51.61.41.51.51.61.71.82.02.22.42.85.15.64.64.93.63.82.92.92.42.42.12.12.02.12.12.11.91.91.81.71.71.61.71.61.91.82.22.22.93.03.94.02.01.21.32.01.61.72.12.12.32.22.62.82.12.72.90.91.41.81.81.81.20.80.60.71.11.61.71.91.51.21.11.21.41.82.01.91.51.01.01.01.11.11.11.01.11.21.41.71.91.81.41.10.90.90.91.11.41.72.01.91.51.10.90.90.91.01.31.61.91.81.51.11.81.61.31.00.91.01.71.71.71.51.21.00.90.91.11.41.41.31.00.60.60.80.80.80.70.91.41.81.71.71.31.00.80.80.91.10.91.01.21.51.50.91.01.01.00.91.21.61.91.81.91.51.10.91.01.51.91.91.40.80.70.81.21.81.81.50.90.70.80.91.01.22.53.03.22.32.62.61.92.12.11.71.71.71.51.61.51.61.61.61.81.91.92.22.42.43.33.03.43.03.32.93.12.93.03.13.33.43.93.74.33.54.13.33.72.93.22.62.82.52.72.62.92.63.02.83.12.93.22.83.12.83.02.83.03.03.33.03.32.93.22.93.33.03.32.83.12.72.92.83.02.93.22.93.32.83.21.61.91.91.60.90.60.50.50.50.60.70.80.91.01.11.11.11.21.21.21.21.21.21.31.31.31.31.41.41.41.41.41.41.41.41.31.31.31.31.21.21.41.41.41.41.41.31.31.21.11.00.80.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.11.11.11.11.11.11.11.21.21.21.11.31.31.11.31.11.31.11.01.01.11.21.41.81.91.91.81.41.21.11.11.11.11.21.21.21.21.21.21.11.11.11.01.01.11.21.41.51.51.41.41.31.11.00.90.80.70.60.70.91.51.91.81.61.00.70.70.80.82.02.01.81.51.20.90.80.60.60.60.60.70.70.80.80.80.80.90.90.90.90.92.02.01.81.51.31.00.90.80.80.80.80.80.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.80.80.90.90.90.90.91.00.60.60.60.70.81.01.31.41.31.21.41.71.71.71.61.31.00.90.90.91.01.01.71.81.71.20.80.81.11.71.81.71.61.61.61.61.51.41.61.61.51.21.00.90.90.70.80.80.80.90.90.90.90.90.90.90.90.90.90.90.90.90.90.91.00.91.00.90.90.91.01.01.01.01.11.11.21.21.21.21.11.11.00.90.90.80.80.80.70.70.70.70.70.70.80.80.80.80.90.90.91.01.11.11.21.21.31.31.41.41.41.41.51.51.51.51.51.51.51.41.41.31.21.21.11.01.01.21.41.61.71.71.71.71.61.71.71.71.61.41.10.90.70.60.50.50.50.60.70.81.01.11.21.21.11.00.80.70.60.50.50.50.50.60.60.60.70.70.80.91.01.21.51.71.91.11.21.21.21.11.00.90.70.70.60.60.60.70.70.81.01.11.21.21.11.00.90.80.80.70.80.80.91.11.31.51.61.71.81.81.71.71.61.51.41.31.21.10.90.50.50.60.80.91.01.11.11.11.01.01.11.11.21.21.11.11.01.11.01.41.72.02.01.91.71.61.71.92.02.01.81.51.11.21.21.21.31.31.41.31.21.11.11.11.21.31.21.41.31.10.90.80.70.70.70.70.70.70.70.70.70.70.70.60.60.60.91.11.31.51.51.51.41.31.21.21.31.51.61.51.41.21.00.80.70.60.70.81.01.11.00.90.80.91.11.52.01.81.51.21.21.51.91.61.71.50.80.91.51.71.71.40.80.50.50.50.60.80.91.01.00.90.90.80.80.80.70.70.80.80.80.91.01.11.21.31.31.41.41.41.41.41.31.31.31.31.31.31.41.41.41.51.51.71.61.41.41.41.31.31.31.21.21.21.11.11.01.00.90.90.90.90.80.80.80.80.80.70.70.70.70.60.60.60.60.60.60.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.60.60.60.70.80.80.91.01.11.21.11.01.00.90.80.80.80.80.70.70.70.70.70.70.70.70.60.60.60.70.70.70.80.80.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.80.80.80.80.80.70.70.70.80.80.80.80.80.80.80.90.90.91.01.11.21.31.31.41.41.31.31.31.31.41.41.51.61.61.61.61.51.41.41.31.41.41.51.61.71.71.81.81.81.92.02.01.91.81.81.81.81.71.91.81.71.71.71.61.61.51.41.21.11.00.90.90.90.90.91.01.01.11.31.41.61.71.81.91.92.02.02.01.91.81.71.61.51.51.41.41.41.41.41.51.61.71.71.81.81.81.81.81.71.71.61.51.51.51.41.41.41.21.10.70.6FOOTHILL LANDING - RANCHO CUCAMONGA, CA-LTG 1/12/2023 1:57 PM IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINTPROJECT:N O T F O RCONSTRUCTIONPRELIMINARYLIGHTING CONSULTANT535 PRINCELAND COURTCORONA CA 92879P: 951.340.2475JSASSOCIATESINC.COMSHEET NO.:SHEET TITLE:SCALE:DRAWN BY:CHECKED BY:I.V.LTG-1.2AS SHOWNDATE DESCRIPTION EXTERIOR LIGHTING DESIGN & PHOTOMETRICS2022.10.26 OWNER:FOOTHILL LANDING PROPERTYOWNER, LLC100 BAYVIEW CIRCLE, SUITE 4500NEWPORT BEACH, CA 92660C: OREN HILLELP: 818.606.2410E: OHILLEL@WATERFORDCO.COMCOPYRIGHT NOTICE:ALL DRAWINGS AND WRITTENMATERIALS APPEARING HEREINCONSTITUTE THE ORIGINALUNPUBLISHED WORK OF JS &ASSOCIATES SERVICES AND THESAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUTTHE EXPRESS WRITTEN CONSENTOF JS & ASSOCIATES.FOOTHILLLANDING8033 & 12962 FOOTHILL BLVD;8011 ETIWANDA AVE.RANCHO CUCAMONGA, CAS.G.EXTERIORPHOTOMETRICS- SOUTHGENERAL NOTES:1.ALL DRIVEWAY CALC ZONES ARE 5'x5' GRIDS.2.ALL OTHER AREAS ARE 2'x2' GRIDS/ PATHS.PHOTOMETRIC STATISTICS:SCALE:1EXTERIOR PHOTOMETRICS - SOUTH1/16" = 1'-0"0016'32'8'4'EXTERIOR FIXTURE LEGEND:SURFACE-MOUNTED DOWN LIGHT12W LED, 3000K, 900LmFINISH: BLACKDLBO31.5" TALL BOLLARD36W LED, 4000K, 4104LmT2 DISTRIBUTIONFINISH: BLACKFLPRECESSED DOWN LIGHT10W LED, 3000K, 750LmR4RECESSED WALL LIGHT5W LED, 3000K, 1095LmRWSLTHEME POLE LIGHT30W LED, 3000K, 3510LmT4 DISTRIBUTION10' TALL POLETPWALL SCONCE12W LED, 3000K, 724LmFINISH: BLACKWSSTRING LIGHTS48' LONG, INTERCONNECTABLE(24) 1.5W BULBS SPACED 24" APART*E.C. TO FIELD VERIFY LENGTH NEEDEDOUTDOOR ROUND PENDANT60W LEDFINISH: HARBOR GREYKEY PLAN:MATCHLINEMATCHLINESOUTHDEVELOPMENT REVIEW RESUBMITTAL2023.01.121RCMU DECORATIVE STREET LIGHTPER CITY STD. PLAN NO. 700SEE SHEET LTG-0.1 FOR MORE INFONEW SHEET1 EVEVEVEVEVEV EV EV EV EV EV EVEVEV122222222TYP.BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1BL1WP1BL1WP1BL1WP1WP1BL1WP1BL1WP1BL1WP1WP1WP1WP1WP1WP1WP1WP1WP1EVEVEVEVEVEV EV EV EV EV EV EVEVEVBL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1WP1BL1BL1WP1BL1WP1BL1WP1WP1BL1WP1BL1WP1BL1WP1WP1WP1WP1WP1WP1WP1WP1WP17.71.71.94.62.02.04.62.54.57.15.31.81.41.41.51.51.72.06.11.91.81.54.18.84.84.98.94.74.06.47.43.86.77.89.93.16.15.94.49.18.07.55.05.510.28.610.42.112.412.93.59.48.410.36.21.51.12.01.81.11.31.51.21.82.11.11.54.810.37.79.63.28.98.55.68.47.310.34.84.810.87.99.63.19.19.44.78.57.511.05.11.31.01.91.71.11.21.41.11.71.81.01.45.58.18.310.02.011.611.22.68.97.98.95.43.97.67.69.43.26.26.14.98.27.18.74.01.51.02.82.11.11.41.61.12.32.71.01.56.15.69.311.31.314.513.61.39.98.86.15.93.03.47.38.22.23.83.72.67.66.83.73.01.81.24.33.81.21.91.91.23.94.21.21.95.91.39.812.11.215.014.41.110.49.21.56.12.21.55.75.51.42.52.41.55.45.51.62.22.21.65.85.61.42.62.61.55.65.61.62.25.91.49.812.11.215.214.01.110.59.11.86.11.71.24.23.71.21.82.01.23.94.11.21.83.13.87.48.52.33.94.12.87.86.84.13.16.04.69.211.21.114.613.61.39.88.74.65.91.41.02.62.01.11.51.51.12.22.61.01.53.97.67.69.42.85.96.34.38.27.18.83.95.59.88.39.91.910.711.43.18.87.910.15.41.31.01.91.71.11.21.31.11.72.11.31.44.810.87.99.63.19.09.25.48.47.511.15.04.79.97.79.53.17.88.15.38.37.19.84.71.51.12.01.81.05.814.019.41.41.515.41.56.17.78.810.71.01.22.01.61.21.21.11.04.67.78.29.72.71.25.410.84.04.410.54.06.25.42.24.18.74.75.49.44.72.22.32.08.11.71.21.21.41.51.52.36.38.13.21.61.74.41.91.94.31.411.43.1FOOTHILL LANDING - RANCHO CUCAMONGA, CA-LTG 1/12/2023 1:57 PM IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINTPROJECT:N O T F O RCONSTRUCTIONPRELIMINARYLIGHTING CONSULTANT535 PRINCELAND COURTCORONA CA 92879P: 951.340.2475JSASSOCIATESINC.COMSHEET NO.:SHEET TITLE:SCALE:DRAWN BY:CHECKED BY:I.V.LTG-2.0AS SHOWNDATE DESCRIPTION EXTERIOR LIGHTING DESIGN & PHOTOMETRICS2022.10.26 OWNER:FOOTHILL LANDING PROPERTYOWNER, LLC100 BAYVIEW CIRCLE, SUITE 4500NEWPORT BEACH, CA 92660C: OREN HILLELP: 818.606.2410E: OHILLEL@WATERFORDCO.COMCOPYRIGHT NOTICE:ALL DRAWINGS AND WRITTENMATERIALS APPEARING HEREINCONSTITUTE THE ORIGINALUNPUBLISHED WORK OF JS &ASSOCIATES SERVICES AND THESAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUTTHE EXPRESS WRITTEN CONSENTOF JS & ASSOCIATES.FOOTHILLLANDING8033 & 12962 FOOTHILL BLVD;8011 ETIWANDA AVE.RANCHO CUCAMONGA, CAS.G.PARKING GARAGELIGHTING -TOP LEVELGENERAL NOTES:1.CALCULATION ZONE AT THE PARKING GARAGE IS A 10'x10' GRID.PHOTOMETRIC STATISTICS:SCALE:1PARKING GARAGE LIGHTING PLAN - TOP LEVEL1/16"=1'-0"0016'32'8'4'SCALE:2PARKING GARAGE PHOTOMETRICS - TOP LEVEL1/16"=1'-0"0016'32'8'4'INSTALL WALL PACK AT 3'-0" A.F.F., TYP. U.O.N.INSTALL WALL PACK AT 8'-0" A.F.F.1KEY NOTES:2EXTERIOR FIXTURE LEGEND:WALL PACK28W LED, 4000K, 4200LmWP1BL142" TALL BOLLARD36W LED, 4000K, 4104LmT4 DISTRIBUTION