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Home My WebLink About2021-12-14 Agenda Packet DECEMBER 14, 2021- 7:00 P.M. DESIGN REVIEW COMMITTEE AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 MEETINGS ARE HELD IN-PERSON CITY HALL RAINS CONFERENCE ROOM A. Call to Order B. Public Communications This is the time and place for the general public to address the Committee on any item listed or not listed on the agenda. The Committee may not discuss any issue not included on the Agenda but set the matter for a subsequent meeting. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of November 30, 2021. D. Project Review Items D1. LOCATED ON THE NORTH SIDE OF LARAMIE DRIVE WEST OF BERYL STREET - HILLSIDE DESIGN REVIEW DRC2021-00139 – STEENO DESIGN – A request to construct a 5,163 square foot single-family residence with an attached 1,763 square foot 3-car garage on a vacant property totaling 22,651 square feet within the Very Low (VL) Residential District, the Hillside Overlay District and Equestrian Overlay District at 8938 Laramie Drive – APN: 1061-801-28. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 – New Construction or Conversion of Small Structures. D2. LOCATED ON THE WEST SIDE OF MORGAN PLACE - HILLSIDE DESIGN REVIEW DRC2021-00157 – BRUNO MANCINELLI – A request to construct a 5,089 square foot single- family residence with an attached 4-car garage on a vacant property of 22,957 square feet within the Very Low (VL) Residential District and the Hillside Overlay District located at 5042 Morgan Place – APN: 1074-541-15. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 – New Construction or Conversion of Small Structures. 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. Design Review Committee Meeting Agenda – December 14, 2021 Page 2 of 2 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, December 9, 2021, at least seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City’s website. Design Review Committee Meeting Rains Conference Room AGENDA November 30, 2021 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on November 30, 2021. The meeting was called to order by Mike Smith, Staff Coordinator, at 7:00 p.m. Design Review Committee members present: Diane Williams, Francisco Oaxaca Staff Present: Dat Tran, Assistant 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 September 14, 2021. (No meetings on June 15th and July 6th.) No Motion. Alternate Bryan Dopp attended September 14th meeting in Francisco Oaxaca’s absence. Oaxaca abstained from this Item. No member available to make a second motion. D. Project Review Items D1. LOCATED SOUTH OF FOOTHILL BOULEVARD AND WEST OF INTERSTATE-15 (I-15) – AT HOME – A request for architectural review of a redesign of an approximately 181,853 square foot existing anchor tenant commercial building and signage in the Regional Related Commercial (RRC) District in the Victoria Community Plan; APN: 0229-021-74. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City’s CEQA guidelines under CEQA Section 15301 – Existing Facilities. Environmental Assessment and Site Development Review (DRC2021-00043). The Committee took the following action: Recommend approval to PC/PD. 2-0 Vote Staff presented the project to the Design Review Committee. The Design Review Committee praised the overall redesign of the building and proposed signage. Committee member Williams recommended that future architectural redesigns projects in the shopping center be consistent with the modern theme of this project. The Design Review Committee voted unanimously to recommend approval of the project to the Planning Director. Design Review Committee Regular Meeting Minutes – November 30, 2021 Page 2 of 2 Draft E. Adjournment Meeting was adjourned at 7:14 p.m. Respectfully submitted, ________________________ Elizabeth Thornhill Executive Assistant, Planning Department Approved: DESIGN REVIEW COMMENTS December 14, 2021 7:00 p.m. Tabe van der Zwaag, Associate Planner LOCATED ON THE NORTH SIDE OF LARAMIE DRIVE WEST OF BERYL STREET - HILLSIDE DESIGN REVIEW DRC2021-00139 – STEENO DESIGN – A request to construct a 5,163 square foot single-family residence with an attached 1,763 square foot 3-car garage on a vacant property totaling 22,651 square feet within the Very Low (VL) Residential District, the Hillside Overlay District and Equestrian Overlay District at 8938 Laramie Drive – APN: 1061- 801-28. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 – New Construction or Conversion of Small Structures. Site Characteristics: The 22,651-square foot vacant project site is located on the north side of Laramie Drive in the Very Low (VL) Residential District, the Hillside Overlay District, and the Equestrian Overlay District. The property dimensions are approximately 91 feet along the north and south property lines, 247 feet along the east and west property lines. The downslope lot has an elevation of 2,235 feet as measured at the north property line, and an elevation of 2,200 feet at the south property line, for a total grade change of 35 feet from the north to south property lines. The street improvements have been installed along Laramie and the required equestrian feeder trail was installed as part of the surrounding tract. The applicant will be conditioned to install the right-of-way landscaping. 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 Land Very Low Residential Very Low (VL) Residential District* North Single-Family Residence Very Low Residential Very Low (VL) Residential District* South Single-Family Residence Very Low Residential Very Low (VL) Residential District* East Single-Family Residence Very Low Residential Very Low (VL) Residential District* West Single-Family Residence Very Low Residential Very Low (VL) Residential District* * Hillside Overlay District & Equestrian Overlay District Project Overview: The applicant proposes constructing a 5,163 square foot single-family residence with an attached 1,763 square foot 3-car garage on a 22,651 square foot vacant property at 8938 Laramie Drive – APN: 1061-801-28. Architecture: The proposed residence has a contemporary design theme, which includes the use of a flat roof, smooth troweled stucco finish, and fiber cement siding. The residence was designed in compliance with the Hillside Design Guidelines (Section 17.122.020.D.2), including stepping the building pads to follow the existing slope and the use of a flat roof. The building mass is broken up through the use of multiple wall plane changes and the incorporation of multiple patio areas. DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2021-00139 – STEENO DESIGN December 14, 2021 Page 2 The proposed single-family residence exceeds all applicable development standards for the Very Low (VL) Residential District and the Hillside Overlay District, as shown in the table below: Proposed Project Development Code Building Height 30 Feet 30 Feet Front Setback 95 Feet 42 feet (+/- 5 feet) Side Setbacks 10/15 Feet 11/16.98 Feet Rear Setback 83 feet 60 Feet Excavation Less than 5 feet 5 Feet Retaining Wall Height 4 Feet 4 Feet Lot Coverage 24 Percent 25 Percent Staff Comments: Staff supports the proposed building design and site plan layout. The project complies with the Development Code standards of the Very Low (VL) Residential District and the Hillside Overlay District. The proposed building design uses varied building materials including the extensive use of glazing and wall plane articulation. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below to the Planning Director: ☒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. ☐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. ☐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: Michael Smith, Principal Planner (2199)(2215)(2210)(2205)(2220)(2225)(2200)(2230 )(2233)(2234)N 00°10'15" E 253.98' N 00°10'15" E 247.11'N 81°09'10" W 91.04'L A R A M I ED R I V ER= 1180.00'Δ= 1°13'19"L= 25.17'R= 170.00' Δ= 22°10'46" L= 65.81'SINGLE FAMILY RESIDENCE DOLORES' LEGACY ESTATE TRUSTR21-G05NOVEMBER 2021PROJECT ADDRESS: 8938 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737 APN 1061-801-28 CONTACT INFO: TEL: (909) 782-9711 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L IC E NSED ARCHITECTREN. 2/28/23 S T E E N O NORTH051040SCALE = 1:10ARTIFICIAL GRASS AREAPORCHPATIOPROPOSED RESIDENCEGARAGEUP6' HI. GATEEX. 5' HI. WALLEX. 3' HI. WALLEX. 1' HI. WALLEX. 3' HI. WALLEX. 5' HI. WALLEX. 5.5' HI. WALL12" CURB & GUTTEREX. CHAIN-LINKFENCE8" CURB & GUTTERLP #1303051ELEC. PULLBOXCABLE PULLBOXVERIZON PULLBOXSD MHSEWER MHSTAIRS UP UP 4" THK. CONC. SLABLANDSCAPINGSITE PLAN /PROJECT DATAA-017.47SPA8'x8'GARDEN WALLFIREPLACE LANDSCAPING20℄℄STEENO DESIGN STUDIO, INC.ARCHITECT: TOM STEENO11774 HESPERIA RD. SUITE B-1PH: 760.244.5001 FX: 760.244.1948DOLORES' LEGACY TRUST10808 FOOTHILL BLVD. #160-211RANCHO CUCAMONGA, CA 91730909-782-9711APPLICANT / OWNER:ARCHITECT / REPRESENTATIVE:PROJECT DATAPROJECT LOCATIONNORTHSCOPE OF WORKPROPOSED TO CONSTRUCT A 3 STORY CUSTOMRESIDENCE WITH ATTACHED GARAGE ON A VACANT LOTYES3V - BFIRE SPRINKLERS:STORIES:OCCUPANCY'S: CONSTRUCTION TYPE:ZONE:VICINITY MAPVL RESIDENTIALR-1NOHAZARD OVERLAY:1061-801-28A.P.N:LEGAL DESCRIPTION:LOT 63, TRACT NO,11626, MB 186/72-79SITE ADDRESS:8938 LARAMIE DRIVE,RANCHO CUCAMONGA, CA 91737CUSTOM RESIDENCE210 FWYLEMON AVEBANYAN STWILSON AVEHILLSIDE RDHERITAGEPARKBERYL PARKLARAMIE DRSAPPHIRE ST ALMOND STCARNELIAN ST BERYL ST AMETHYST AVELARAMIE DRIVE, RANCHO CUCAMONGA, CA 91737ENTRYAREA TABULATIONS:TOTAL LIVABLEGARAGEGROSS BLDG.8,176 SQ. FT.=1,763 SQ.FT.=5,163 SQ.FT.=PORCH=121 SQ.FT.PATIO / BBQ=851 SQ.FT.3RD. FLOOR=1,041 SQ.FT.2ND. FLOOR=3,847 SQ.FT.ENTRY=275 SQ.FT.BALCONY=278 SQ.FT.BBQPROPOSED 6' HI.WALL2' HI. GARDENWALL6' HI. GARDENWALL4' HI. GARDENWALLPOOL50'x22'4' MAX.HI.GARDEN WALL7 - RISERS FIRE PITNATURAL GASONLY16' WIDE CONC.DRIVE6' HI DOUBLE SWINGGATE W/ AUTOMATICOPENERSGATE OPENERLOOP24" SQ. X 7' HIMASONRY COLUMN6' HI IRON FENCEKEYPAD ON ARM FORGATE CONTROLTRASHSITE PLANSCALE: 1"=10'UP 24" UP 24"+30"+24"'0' EDGE BAJA SHELF 12" DP.DN.36"36" dp.8' DEEP IN MIDDLEWATER SPOUTSsteps up 30" steps up 30"30" above pool deckcoping cap36" dp.PROP. LINE(TYP.)NEIGHBOR'S POOL -NOT A PARTNEIGHBOR'S HOMENOT A PARTNEIGHBOR'S HOMENOT A PARTSHEET INDEXSITE PLAN / PROJECT DATAA-0 FLOOR PLANA-1 EXTERIOR ELEVATIONSA-2 60.00REAR YA R D S E T B A C K 4' GATE TOEQUESTRIAN TRAILSTUCCO FINISHJULY 202140' TURNAROUNDLOT COVERAGE - SOLID ROOF STRUCT.5,456 SQ. FT.=SSSSSSSSSSSSSSSSSSSSSSSSEWER LINESITE NOTESThe site/ project is located in the designated Wildland-UrbanInterface Fire Area.FIREPLACE NATURAL GASA-B-D-C-@7" EACH ramp up POOL EQUIP.COVEREDW/ GRANITE TOPTABULATIONS:TOTAL FRONT YARDTOTAL HARDSCAPE PERCENTAGE OF FRONT YARD - 50%=7,338 SQ.FT.PERMEABLE PAVERS=4,633 SQ.FT.LANDSCAPE=2,705 SQ.FT.FRONT YARD HARDSCAPE TURFSTONEPERMEABLE PAVERSROOF PLANA-5 LOT ACREAGE: 0.52=22,651 SQ.FT.LOT COVERAGE - PERCENTAGE24%=AA-2AA-2BA-2BA-2DA-2DA-2CA-2CA-210.00SETBACK42.00 FRONT SETBACK TO FACE OF CURB 15.00SETBACK46.05 11.0021.48 16.006.0095.14 FACE OF CURB TO BUILDING 25.13 35.056.5886.48 31.81 97.03 18.00 30.00 58.05 16.00 22.00 3.00 1.00 4.00 11.008.70 19.03 5.00 11.00 44.5511.089.009.006.3010.0011.00PROP LINETO BLDG6.5010.00 3.003.033.007,338 SQ FT FRONT YARD3,673 SQ FT INTERLOCKING PAVERS960 SQ FT TURF STONEPERMEABLE PAVERS W/GRASS INFILLSEE LANDSCAPING PLANSINTERLOCKING DRIVEWAY PAVERS=3,673 SQ.FT.83.36 PROP. LINE TO BUILDING 16.98PROP. LINETO BLDG SINGLE FAMILY RESIDENCE DOLORES' LEGACY ESTATE TRUSTR21-G05NOVEMBER 2021PROJECT ADDRESS: 8938 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737 APN 1061-801-28 CONTACT INFO: TEL: (909) 782-9711 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L I C E NSED ARCHITECTREN. 2/28/21 S T E E N O A-1FLOORPLANTVSTEPS DN. 9 - R. @ 7"18'-2" x 17'-6"10' CLG.13'-6" x 17'-0"10' CLG.42'-6" x 29'-0"16' CLG.18'-2" x 13'-2"10' CLG.40'-10" x 19'-0"16' CLG.12'-2" x 6'-6"10' CLG.6'-0"x6'-6"10' CLG.13'-10" x 8'-10"9' CLG.11'-8" x 5'-0"10' CLG.6'-0" x 5'-2"10' CLG.PREFABSAUNA BYmPULSESALT RM.50"X124"GREAT RM.BARBATHPATIO12'-10" x 15'-4"9' CLG.BEDRM. #513'-10" x 14'-4"9' CLG.BEDRM. #421'-4" x 29'-8"9' CLG.GAMEROOM13'-10" x 11'-2"10' CLG.M. BATH#2WALK-INSTORAGEMASTER SUITE #2MASTER SUITEM. BATH10'-4" x 30'-0"10' CLG.WALK-IN14'-2" x 12'-0"10' CLG.BALCONY17'-2" x 19'-0"10' CLG.LOUNGE13'-6" X 19'-6"VAULTED CLG.ENTRY BELOWSPA TUB72"X48"STEAMSHOWER4'-6" X 6'-8"44'-10" x 36'-0"9'-6" CLG.GARAGE60'-6" x 28'-6"8'-0" CLG.BASEMENTNON CONDITIONED10'-0 x 6'-0"8' CLG.BATH #113'-6" x 19'-0"vaulted CLG.ENTRYSTEPS UP14'-0" X 8'-0"VAULTED CLG.PORCHSTAIRS UP LINE OF UPPER LEVELvanity SHELVESSHELVES 18" HIBENCH48" HI DRESSERBEDRM. #39'-8" X 18'-2"VAULTED CLG.LAUNDRYDININGKITCHENBUTLERS PANTRYFISH TANK10' CLG. LINETOP FLOOR - 1,310 SQ. FT.MIDDLE FLOOR - 4,167 SQ. FT.14' CLG.LINElift28'-6" STEPS UPSTAIRS UPSTAIRS DOWN21-RISERS, RISE: 6.95", RUN:12"B.#33'-8" X 9'-4"9' CLG.4'-10" 7'-0"13'-0"10'-4"8'-31 4" 4'-10" UP 30"STORAGE3'-0"BOTTOM FLOOR - 3,802 SQ. FT. SINGLE FAMILY RESIDENCE DOLORES' LEGACY ESTATE TRUSTR21-G05NOVEMBER 2021PROJECT ADDRESS: 8938 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737 APN 1061-801-28 CONTACT INFO: TEL: (909) 782-9711 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L I C E NSED ARCHITECTREN. 2/28/21 S T E E N OLEFT - WEST ELEVATIONRIGHT - EAST ELEVATIONFRONT - SOUTH ELEVATIONELECTRIC AWNING W/WIND SENSORPOOLA-2EXTERIORELEVATIONS2'-2"LINE OF FIN. FLR. OFBASEMENT BELOWFINISHED SURFACE LINEVISION BLOCKINGGATE 6' HIGHFIN. FLR. LINEFIN. FLR. LINEENTRYLINE OF RETAINING WALLOF BASEMENT BELOW.HEIGHT LIMIT LINESTRUCTURE BEYOND16'-0" TOP PLATE LINE HEIGHT LIMIT LINELINE OF FIN. FLR. OFBASEMENT BELOWLINE OF FIN. FLR. ATSTART OF GARAGE SLOPESTUCCO SCREED LINEFIN. GRD. LINERET. WALL BELOWLINE OF EX. GRD.REAR - NORTH ELEVATIONACID ETCH GLASS INFRENCH DOOR6" DIA STEEL STR. COLUMN, SILVERSTONE COUNTERTOP @ BAR TOPFIN. FLR. LINESTAINLESS STEELCABLE RAIL, 3/16" DIA.9'-4"2'-1" 30'-0" 9'-1"23'-9" 20'-0" 10'-1" 14'-0" 20'-0" 14'-0" 8'-0"DOVE GREY STUCCO,SMOOTH TROWELEDFINISH, TYP.DOVE GREY STUCCO,SMOOTH TROWELEDFINISH, TYP.DOVE GREY STUCCO,SMOOTH TROWELEDFINISH, TYP.SECTION 'A-A'SECTION 'A-A'SECTION 'B-B' BEYONDFIN. GRD.FIN. GRD.ff 23.00BEYOND15'-0"FIN. GRD.BEYOND5'-0" 8'-0"SECTION 'B-B' BEYOND9'-1" PROPERY LINESETBACK LINE 15'-0"SECTION 'C-C' BEYONDPROPERY LINE SETBACK LINE PROPERY LINE SETBACK LINE 8'-0" 2'-1"9'-1"SECTION 'B-B' SECTION 'C-C'LINE OF FIN. FLR. OFBASEMENT BELOW9'-1"& ENVELOPECERACLAD SIDING,COLOR "PUFF PASTRY"#NH7033ADOVE GREY STUCCO,SMOOTH TROWELEDFINISH, TYP.ANODIZED ALUM.WINDOWS & DOORS,TYP.METAL "WOOD GRAIN"LOOK GARAGE DOORSCERACLAD SIDING,COLOR "PUFF PASTRY"#NH7033ADOVE GREY STUCCO,SMOOTH TROWELEDFINISH, TYP.CERACLAD SIDING,COLOR "PUFF PASTRY"#NH7033AGALVALUME STANDING SEAM ROOFDOVE GREY STUCCO,SMOOTH TROWELEDFINISH, TYP.15'-0"SIDE SETBACK10'-0"SIDE SETBACK15'-0"SIDE SETBACKPROPERY LINE 10'-0"SIDE SETBACKSCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0" SINGLE FAMILY RESIDENCE DOLORES' LEGACY ESTATE TRUSTR21-G05NOVEMBER 2021PROJECT ADDRESS: 8938 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737 APN 1061-801-28 CONTACT INFO: TEL: (909) 782-9711A-5ROOF PLANTHESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L I C E NSED ARCHITECTREN. 2/28/23 S T E E N ONORTHLINE OF BUILDING PERIMETERLINE OF ROOFCRICKET FLOWCRICKET FLOW SLOPE 3/8":12"CRICKET FLOWCRIC K E T F L O W CRICKET FLOWCRICKET FLOWTOP OF PARAPET26'-2" A.F.F. OF MAIN LEVELTOP OF PARAPET24'-9" A.F.F. OF MAIN LEVELTOP OF PARAPET27'-1" A.F.F. OF MAIN LEVELTOP OF PARAPET29'-5" A.F.F. OF MAIN LEVELTOP OF PARAPET31'-5" A.F.F. OF MAIN LEVELTOP OF PARAPET27'-2" A.F.F. OF MAIN LEVELTOP OF PARAPET24'-9" A.F.F. OF MAIN LEVELTOP OF PARAPET36'-2" A.F.F. OF MAIN LEVELTOP OF PARAPET36'-2" A.F.F. OF MAIN LEVELTOP OF PARAPET36'-2" A.F.F. OF MAIN LEVELTOP OF PARAPET31'-5" A.F.F. OF MAIN LEVEL123123123123ROOF PLANSCALE: 3/16" = 1'-0"3":12"SLOPE DN3":12"SLOPE DN3":12"SLOPE DNCRICKET FLOW SLOPE 3/8":12"SLOPE 3/8":12"SLOPE 3/8":12"SLOPE 3/8":12"SLOPE 3/8":12"1233":12"SLOPE DN3":12"SLOPE DN LPORCHPATIOPROPOSED RESIDENCEGARAGESPA8'x8'℄ENTRYBBQPOOL50'x22'2,566 SF - GRASSSEEDSINGLE FAMILY RESIDENCE DOLORES' LEGACY ESTATE TRUSTR21-G05SEPTEMBER 2021PROJECT ADDRESS: 8938 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737 APN 1061-801-28 CONTACT INFO: TEL: (909) 782-9711 1OCT. 2021NORTHL-1PLANTINGPLANPLANTING PLANSCALE = 1:10SCALE = 1:1005102050THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L IC E NSED ARCHITECTREN. 2/28/23 S T E E N OCONSTRUCTION NOTES FOR STREET TREES:1)All street trees are to be planted in accordance with City standard plans.2)Prior to the commencement of any planting, an agronomic soils report shall be furnished to the City inspector. Any unusualtoxicities or nutrient deficiencies may require backfill soil amendments, as determined by the City inspector.3)All street trees are subject to inspection and acceptance by the Engineering Services Department.Street trees are to be planted per public improvement plans only.NOTE: The site/project is located in the designated Wildland-Urban Interface Fire Area.TREESCODEBOTANICAL / COMMON NAMESIZEWATER USAGEQTYORCHIDBauhinia x blakeanaHong Kong Orchid Tree24" boxModerate1SOPHOSophora secundifloraTexas Mountain Laurel36" boxLow1SYCAPlatanus racemosaCalifornia Sycamore Multi-Trunk36" boxModerate2ELMUlmus parvifolia `True Green`True Green Lacebark Elm36" boxLow2SHRUBSCODEBOTANICAL / COMMON NAMESIZEWATER USAGEQTYCAESCaesalpinia pulcherrimaRed Bird Of Paradise15 gal. potModerate3GAURGaura lindheimeri 'Petite Pink'Dwarf Pink Wandflower5 gal. potModerate17STRWPsidium cattleianumStrawberry Guava24" boxModerate1FICUFicus pumilaCreeping Fig5 gal. potModerate13COTOCotoneaster dammeriBearberry Cotoneaster5 gal. potModerate25LANTLantana montevidensisTrailing Lantana5 gal. potLow23MYOPMyoporum parvifoliumProstrate Myoporum1 gal. potLow48FEIJFeijoa sellowiana (ornamental variety)Pineapple Guava15 gal. potModerate8PUNIPunica granatum `Nochi Shibari`Nochi Shibari Pomegranate24" boxLow1GREVGrevillea juniperina 'Prostrate'Prostrate Grevillea5 gal. potLow12TECOTecoma x `Orange Jubilee`Orange Jubilee Yellow Bells10 gal. potLow3VITEXVitex agnus-castusChaste Tree24" boxLow1GROUNDCOVERSCODEBOTANICAL / COMMON NAMESIZEWATER USAGEQTYGRASFestuca arundinacea `WatersaverBlend`Watersaving Blend of Tall FescueseedRegular2,566 sfOrganic Wood Chip Mulch (2-4"Depth)1,560 sfCalifornia Gold Gravel#57, 34" - 1"3,277 sfBoulders relocated from onsite ifavailable, sized from 12"-48" in theminimum and maximum dimensionsrespectively786" Wall height, powder-coated brown,cold-rolled steel landscape edging64'MATURE HEIGHT OF PLANTS SHALL NOT EXCEED 18" IN HEIGHT WITHIN 50' OF ANY EXTERIOR WALL OR MOST DISTAL POINT OF A COMBUSTIBLE PROJECTION.AT MATURE GROWTH, SINGLE PLANTS OR GROUPINGS OF PLANTS SHALL BE SEPARATED FROM EACH OTHER BY AT LEAST FIVE FEET.NO LIVING PLANT MATERIAL WITHIN 5' OF HOME/GARAGE, AND NO COMBUSTIBLE GROUNDCOVERS (MULCH, BARK, WOODCHIPS, ETC) PERMITTED WITHIN 12" OFSTRUCTURES.TREES SHALL BE SPACED SUCH THAT THE PERIMETERS OF THE MATURE CANOPIES WILL BE AT LEAST 20 FEET APART, AS WELL AS WITHIN 10 FEET OF ANY EXTERIORWALL OF THE STRUCTURE OR FROM THE MOST DISTAL POINT OF A COMBUSTIBLE PROJECTION.TREES SHALL BE MAINTAINED SUCH THAT THE BRANCHES AND LIMBS CLOSEST TO THE GROUND ARE PRUNED TO A HEIGHT FROM THE GROUND THAT IS EQUAL TO 13THE OVERALL HEIGHT OF THE TREE OR SIX FEET FROM THE GROUND, WHICHEVER IS HIGHER.TREES TO RECEIVE 30" DEEP ROOT BARRIER (MIN. 80 MIL. THICKNESS) AT HARDSCAPE EDGE WHEN PROPOSED TREE IS LOCATED WITHIN SIX (6') FEET OF ANYSURROUNDING HARDSCAPE.WORK SEQUENCE: ALL ROUGH GRADING, MOUNDING AND WEED CONTROL MEASURES SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. SOIL PREPARATION WORKSHALL NOT COMMENCE UNTIL THE AGRONOMIC SOILS TEST HAS BEEN COMPLETED. SHOULD 30 CALENDAR DAYS ELAPSE BETWEEN COMPLETION OF SOILPREPARATION AND COMMENCEMENT OF PLANTING, ALL AREAS SHALL BE PREPARED AGAIN.SOILS TEST: THE CONTRACTOR SHALL TAKE SOILS SAMPLES AND SHALL OBTAIN AGRONOMIC SOILS TESTS FOR ALL PLANTING AREAS AFTER COMPLETION OF ROUGHGRADING AND PRIOR TO START OF SOIL PREPARATION WORK. TESTS SHALL BE PERFORMED BY AN APPROVED AGRONOMIC SOILS TESTING LABORATORY AND SHALLINCLUDE A FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL PREPARATION, PLANTING BACKFILL MIX, AUGER HOLE REQUIREMENTS,AND POST PLANT FERTILIZATION PROGRAM. THE SOILS REPORT RECOMMENDATIONS WILL TAKE PRECEDENCE OVER THE MINIMUM AMENDMENT AND FERTILIZERAPPLICATION RATES SPECIFIED HEREIN ONLY IF THE SOILS REPORT RECOMMENDATIONS EXCEED THE SPECIFIED MINIMUMS.WEED CONTROL MEASURES: UPON COMPLETION OF ALL ROUGH GRADING WORK, AND PRIOR TO SOIL PREPARATION, PERFORM WEED CONTROL MEASURES ASFOLLOWS: 1. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, TWO SETTINGS PER DAY FOR SEVEN DAYS TOGERMINATE ALL WEED SEED POSSIBLE. 2. APPLY A SYSTEMIC WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. 3.REPEAT STEP ONE ABOVE. 4. REPEAT STEP TWO ABOVE.SOIL PREPARATION: IN ALL PLANTING AREAS WITH GRADIENTS LESS THAN 3:1, AREAS TO BE SOIL PREPARED SHALL FIRST BE CROSS RIPPED TO A MINIMUM DEPTH OF6" WITH TRACTOR TINES SPACED AT MAXIMUM 18" ON CENTER. FOLLOWING CROSS-RIP OPERATIONS, A LAYER OF SOIL AMENDMENTS SHALL BE SPREAD ANDROTOTILLED INTO THE SOIL TO A MINIMUM OF 4 INCHES, OR AS RECOMMENDED BY THE SOILS REPORT IF GREATER, SO THAT THE SOIL SHALL BE LOOSE, FRIABLE, ANDFREE FROM ROCKS, STICKS, AND OTHER OBJECTS UNDESIRABLE TO PLANTING.AMENDMENT APPLICATION RATES: THE FOLLOWING SOIL AMENDMENTS SHALL BE ADDED PER 1,000 SQUARE FEET TO ALL PLANTING AREAS WITH GRADIENTS LESSTHAN 3:1 (AGRONOMIC SOIL TEST RECOMMENDATIONS SHALL TAKE PRECEDENCE WHERE THESE MINIMUM AMOUNTS ARE EXCEEDED):1. 6 CUBIC YARDS TYPE I ORGANIC SOIL AMENDMENT.2. 15 POUNDS COMMERCIAL FERTILIZER.3. 100 POUNDS GYPSUM.4. SOIL SULFUR PER SOILS REPORT.ALL SHRUB AND GROUNDCOVER AREAS ARE TO BE TOP-DRESSED WITH 3" THICK LAYER OF LOCALLY COMPOSTED SHREDDED TREE BARK OR APPROVED EQUIVALENT.INSTALL MULCH PRIOR TO GROUNDCOVER PLANTING.PLANTING NOTES: A C03 A C03 BC03BC03SSSSSS LARAMIE DRIVECLEXISTING HOME EXISTING HOME EXISTING HOME EXISTING HOME CC03CC03FF=2211.40 (GARAGE) FF= 2213.75 (BASEMENT) FF= 2223.00 (1ST FLOOR) FF= 2223.00 (1ST FLOOR) C01 1 NOTE: FENCING WITHIN THE FRONT SETBACK AREA SHALL COMPLY WITH RCMC SEC. 17.48 (MAX. 3' HIGH SOLD WALL). 2102008 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 10-08-2021 BENCH MARK: CITY OF RANCHO CUCAMONGA BM#10107 2" BRASS DISK IN TOP OF HEADWALL AT NORTHEAST CORNER OF HILLSIDE ROAD & BERYL STREET, AT SOUTH END OF DRAINAGE CHANNEL WALL J:\Dolores Hicks\C.2102008 Laramie Street Rancho Cucamonga\ACAD\2102008PreliminaryC01Title Sheet PG.dwg Nov 12, 2021 - 11:21am6 TT DD TTBASIS OF BEARINGS: BEARNG AND DISTANCE ARE PER TRACT NO. 11626, MB 186/72-79 07-30-2021 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737T.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNEL ANOISSEFORPDERETSIGER P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 www.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G S T E E N O SCALE: 60'20'0 20'40' 1" = 20' APN: 1061-801-28-0000 BUILDING FF 105.50 FF 2.0% WEEP SCREEN 2"MIN.BUILDING FF 105.50 FF 6" WITHIN THE FIRST 10 FEET 8" MIN. TYPICAL SECTION AROUND BUILDING SIDEWALK/PAVEMENT F.G. OF LANDSCAPE (TYP.) F.G. OF LANDSCAPE (TYP.) TOP OF CURB 1"-2"(TYP.)1"-2"(TYP.)TYPICAL LANDSCAPE AREA @ CURB LOCATION TYPICAL LANDSCAPE AREA NEXT TO SIDEWALK/PAVEMENT AREA SCREEN WALL 4 FOOT MAX. RETAINING WALL SHEET INDEX CO1 - CONCEPTUAL GRADING TITLE SHEET C02 - CONCEPTUAL GRADING C03 - PRELIMINARY SECTIONS C04 - CONCEPTUAL CUT AND FILL SHEET C05 - PRELIMINARY NON-PRIORITY WQMP C06 - SITE UTILIZATION PLAN UTILITIES CONTACT INFORMATION: SOUTHERN CALIFORNIA EDISON 1351 E FRANCIS ST. ONTARIO, CA 91761 (800)655-4555 SOUTHERN CALIFORNIA GAS 13525 12TH ST. CHINO, CA 91710 (877)239-0092 CUCAMONGA VALLEY WATER DISTRICT (WATER) 10440 ASHFORD ST. RANCHO CUCAMONGA, CA 91730-2799 909-987-2591 TIME WARNER CABLE (CATV) 1500 AUTO CENTER DR. ONTARIO, CA 91761 888-892-2253 BURRTEC DISPOSAL (REFUSE) 9820 CHERRY AVE. FONTANA, CA 92335 (909)949-0500 CONTACT INFORMATION: OWNER/APPLICANT INFORMATION MS. DOLORES HICKS 8938 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737 (909) 782-9711 dmjhicks@msn.com CIVIL ENGINEER: PLUMP ENGINEERING, INC. 914 E. KATELLA AVE. ANAHIEM, CA 92805 (714)385-1835 ARCHITECT: STEENO DESIGN STUDIO INC. 11774 HESPERIA ROAD, SUITE B1 HESPERIA, CA 92345 TOM STEENO - ARCHITECT (760)244-5001 LEGEND: A/C - ASPHALT PAVEMENT BC - BUILDING CORNER BFPV - BACK FLOW PREVENT VALVE BW - BLOCK WALL CONC - CONCRETE DEC - DECORATIVE EX - EXIST FG - FINISH GRADE FH - FIRE HYDRANT FNC - FENCE FS - FINISHED SURFACE GB - GRADE BREAK H - HEIGHT LP - LOW POINT PERF - PERFORATED PL - PROPERTY LINE PROP - PROPOSED RW - RIGHT OF WAY TC - TOP OF CURB TG - TOP OF GRATE TF - TOP OF FLOOR TW - TOP OF WALL VNL - VINYL XXX.XX - PROPOSED ELEVATION (XXX.XX) - EXISTING ELEVATION LEGEND: =CONCRETE SURFACE CONCEPTUAL GRADING TITLE SHEET =POROUS PAVERS TOTAL SITE AREA = 22,836.82 FT² BUILDING = 5,030.50 FT² POOL/SPA = 1,198.35 FT² CONCRETE IMPERVIOUS SURFACES = 2,991.53 FT² TOTAL IMPERVIOUS SURFACE =9,220.38 FT² POROUS PAVERS SURFACE = 6,195.12 FT² POROUS LANDSCAPE AREA =7,421.32 FT² TOTAL PERVIOUS AREA = 13,616.44 FT² PERMEABLE PAVERS MIN 3 1/8" OPTIONAL GEOTEXTILE ON SUBGRADE DIMPLED MEMBRANE 30 MIL PVC LINER T/W 8 OZ. NONWOVEN PROTECTIVE GEOTEXTILE CUT IMPERMEABLE LINER FLUSH WITH TOP OF PAVERS PROP. RET. WALL AROUND WALL NOT TO SCALE SOIL SUBGRADE 4" OF NO. 57 OPEN-GRADED MIN 6" OF NO. 2 SUBBASE TYPICAL SECTION POROUS PAVERS FF=2211.40 PAD=2210.90 (GARAGE) FF= 2213.75 PAD=2213.25 (BASEMENT) FF= 2223.00 PAD=2222.50 (1ST FLOOR)SSSSSS (2199)(2215)(2210)(2205)(2220)(2200)(2225)(2230 )(2233)(2234)(2235)LARAMIE DRIVECLFF= 2223.00 PAD=2222.50 (1ST FLOOR) EXISTING RESIDENCE EXISTING RESIDENCE CONCEPTUAL C02 2 BUILDING FF 2.0% WEEP SCREEN 2"MIN.BUILDING FF 6" WITHIN THE FIRST 10 FEET 8" MIN. TYPICAL SECTION AROUND BUILDING SIDEWALK/PAVEMENT F.G. OF LANDSCAPE (TYP.) F.G. OF LANDSCAPE (TYP.) TOP OF CURB 1"-2"(TYP.)1"-2"(TYP.)TYPICAL LANDSCAPE AREA @ CURB LOCATION TYPICAL LANDSCAPE AREA NEXT TO SIDEWALK/PAVEMENT AREA LEGEND: SCREEN WALL LANDSCAPE RETAINING WALL NOTE: FENCING WITHIN THE FRONT SETBACK AREA SHALL COMPLY WITH RCMC SEC. 17.48 (MAX. 3' HIGH SOLD WALL). GRADING PLAN 2102008 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 10-08-2021 SCALE: 30'10'0 10'20' 1" = 10' BENCH MARK: CITY OF RANCHO CUCAMONGA BM#10107 2" BRASS DISK IN TOP OF HEADWALL AT NORTHEAST CORNER OF HILLSIDE ROAD & BERYL STREET, AT SOUTH END OF DRAINAGE CHANNEL WALL J:\Dolores Hicks\C.2102008 Laramie Street Rancho Cucamonga\ACAD\2102008PreliminaryC02PG.dwg Nov 12, 2021 - 11:22am6 TT DD TTBASIS OF BEARINGS: BEARNG AND DISTANCE ARE PER TRACT NO. 11626, MB 186/72-79 07-30-2021 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737T.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNEL ANOISSEFORPDERETSIGER P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 www.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G S T E E N O APN: 1061-801-28-0000 TOTAL SITE AREA = 22,836.82 FT² BUILDING = 5,030.50 FT² POOL/SPA = 1,198.35 FT² CONCRETE IMPERVIOUS SURFACES = 2,991.53 FT² TOTAL IMPERVIOUS SURFACE =9,220.38 FT² POROUS PAVERS SURFACE = 6,195.12 FT² POROUS LANDSCAPE AREA =7,421.32 FT² TOTAL PERVIOUS AREA = 13,616.44 FT² PERMEABLE PAVERS MIN 3 1/8" OPTIONAL GEOTEXTILE ON SUBGRADE DIMPLED MEMBRANE 30 MIL PVC LINER T/W 8 OZ. NONWOVEN PROTECTIVE GEOTEXTILE CUT IMPERMEABLE LINER FLUSH WITH TOP OF PAVERS PROP BUILDING WALL AROUND BUILDING NOT TO SCALE SOIL SUBGRADE 4" OF NO. 57 OPEN-GRADED MIN 6" OF NO. 2 SUBBASE 12" WIDE CONCRETE BAND PER DETAIL 5 FILL: 443.10 C.Y. CUT: 1,040.40 C.Y. EXPORT: 597.30 C.Y. TYPICAL SECTION FOR PERFORATED PIPE REGULAR SD PIPE (SIZE PER PLAN) PERFORATED PIPE MIN 2% SLOPE (SIZE PER PLAN) CAP END 2.0% TYPICAL SECTION POROUS PAVERS PRELIMINARY SECTIONS C03 3 SECTION A-A SECTION B-B 2102008 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 10-08-2021 BENCH MARK: CITY OF RANCHO CUCAMONGA BM#10107 2" BRASS DISK IN TOP OF HEADWALL AT NORTHEAST CORNER OF HILLSIDE ROAD & BERYL STREET, AT SOUTH END OF DRAINAGE CHANNEL WALL J:\Dolores Hicks\C.2102008 Laramie Street Rancho Cucamonga\ACAD\2102008PreliminaryC03SECT.dwg Dec 02, 2021 - 9:37am6 TT DD TTBASIS OF BEARINGS: BEARNG AND DISTANCE ARE PER TRACT NO. 11626, MB 186/72-79 07-30-2021 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737T.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA T S LIVIC REENIGNELANOISSEFORPDERETSIGER P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 www.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G S T E E N O APN: 1061-801-28-0000 SECTION C-C SSSSSS (2199)(2215)(2210)(2205)(2220)(2200)(2225)(2230 )(2233)(2234)(2235)L A R A M I ED R I V EFF=2211.40 (GARAGE) FF= 2212.60 (BASEMENT) FF= 2223.00 (1ST FLOOR)LARAMIE DRIVECLCONCEPTUAL C04 4 CUT-FILL SHEET 2102008 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 10-08-2021 SCALE: 30'10'0 10'20' 1" = 10' BENCH MARK: CITY OF RANCHO CUCAMONGA BM#10107 2" BRASS DISK IN TOP OF HEADWALL AT NORTHEAST CORNER OF HILLSIDE ROAD & BERYL STREET, AT SOUTH END OF DRAINAGE CHANNEL WALL J:\Dolores Hicks\C.2102008 Laramie Street Rancho Cucamonga\ACAD\2102008PreliminaryC04Cut-Fill.dwg Nov 12, 2021 - 11:22am6 TT DD TTBASIS OF BEARINGS: BEARNG AND DISTANCE ARE PER TRACT NO. 11626, MB 186/72-79 07-30-2021 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737T.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNEL ANOISSEFORPDERETSIGER P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 www.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G S T E E N O APN: 1061-801-28-0000 LEGEND FILL: 502.10 C.Y. CUT: 981.40 C.Y. EXPORT: 479.30 C.Y.= 981.4 CY CUT = 502.10 CY FILL GROSS SITE AREA:21,141 SF AREA OF DISTURBANCE :19,077 SF S SSSSS LARAMIE DRIVECLEXISTING HOME EXISTING HOME EXISTING HOME EXISTING HOME SD10 SD12 SD10 SD12 DA-1 22,836.82 SF 0.52 AC C05 5 2102008 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 10-08-2021 BENCH MARK: CITY OF RANCHO CUCAMONGA BM#10107 2" BRASS DISK IN TOP OF HEADWALL AT NORTHEAST CORNER OF HILLSIDE ROAD & BERYL STREET, AT SOUTH END OF DRAINAGE CHANNEL WALL J:\Dolores Hicks\C.2102008 Laramie Street Rancho Cucamonga\ACAD\2102008PreliminaryC05WQMP.dwg Nov 12, 2021 - 11:22am6 TT DD TTBASIS OF BEARINGS: BEARNG AND DISTANCE ARE PER TRACT NO. 11626, MB 186/72-79 07-30-2021 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737T.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNEL ANOISSEFORPDERETSIGER P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 www.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G S T E E N O SCALE: 60'20'0 20'40' 1" = 20' APN: 1061-801-28-0000 LEGEND: =CONCRETE SURFACE NON-PRIORITY WQMP =POROUS PAVERS TOTAL SITE AREA = 22,836.82 FT² BUILDING = 5,030.50 FT² POOL/SPA = 1,198.35 FT² CONCRETE IMPERVIOUS SURFACES = 2,991.53 FT² TOTAL IMPERVIOUS SURFACE =9,220.38 FT² POROUS PAVERS SURFACE = 6,195.12 FT² POROUS LANDSCAPE AREA =7,421.32 FT² TOTAL PERVIOUS AREA = 13,616.44 FT² =LANDSCAPING DA BOUNDARY DA-X X,XXX SF XX.XX ac DA INFORMATION PROPOSED FLOW DIRECTION SOURCE CONTROL BMP'S: SITE DESIGN & LANDSCAPE PLANNING EFFICIENT IRRIGATION NON STRUCTURAL CONTROL BMP'S: EDUCATION FOR PROPERTY OWNERS, TENANTS AND OCCUPANTS (ENTIRE SITE) SD10 SD12 N4 THE PROJECT PROPOSES LESS THAN 10,000 IMPERVIOUS FT² IMPROVEMENTS. THEREFORE, THE PROJECT QUALIFIES AS A NON-PRIORITY WQMP. PRELIMINARY FF=2211.26 (GARAGE) FF= 2212.60 (BASEMENT) FF= 2223.03 (1ST FLOOR)992208.51BASES SSS S S LARAMIE DRIVECLEXISTING HOME EXISTING HOME LARAMIE DRIVE 600.0'REALES ST.LARADO PL.ALMOND ST.CABALLERO DR.EARL CT. 600 FT.600.0'600.0' C06 6 2102008 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 10-08-2021 BENCH MARK: CITY OF RANCHO CUCAMONGA BM#10107 2" BRASS DISK IN TOP OF HEADWALL AT NORTHEAST CORNER OF HILLSIDE ROAD & BERYL STREET, AT SOUTH END OF DRAINAGE CHANNEL WALL J:\Dolores Hicks\C.2102008 Laramie Street Rancho Cucamonga\ACAD\2102008PreliminaryC06 Site Utilization Map.dwg Nov 12, 2021 - 11:22am6 TT DD TTBASIS OF BEARINGS: BEARNG AND DISTANCE ARE PER TRACT NO. 11626, MB 186/72-79 07-30-2021 LARAMIE DRIVE RANCHO CUCAMONGA, CA 91737T.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNEL ANOISSEFORPDERETSIGER P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 www.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G S T E E N O SCALE: 240'80'0 80'160' 1" = 80' APN: 1061-801-28-0000 SITE UTILIZATION MAP SITE UTILIZATION MAP APN:1061-801-28-0000 RANCHO CUCAMONGA, CALIFORNIA RESIDENTIAL ZONE VERY LOW RESIDENTIAL ZONE LOW FLOW ARROW LEGEND: RESIDENTIAL ZONE LOW RESIDENTIAL ZONE LOW DESIGN REVIEW COMMENTS December 14, 2021 7:00 p.m. Tabe van der Zwaag, Associate Planner LOCATED ON THE WEST SIDE OF MORGAN PLACE - HILLSIDE DESIGN REVIEW DRC2021-00 157 – BRUNO MANCINELLI – A request to construct a 5,089 square foot single- family residen ce with an attached 4-car garage on a vacant property of 22,957 square feet within the Very Low (VL) Residential District and the Hillside Overlay District located at 5042 Morgan Place – APN: 1074-541-15. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 – New Construction or Conversion of Small Structures. Site Characteristics: The 22,957-square foot vacant project site is located on the west side of Morgan Place in the Very Low (VL) Residential District, the Hillside Overlay District, and the Equestrian Overlay District. The property’s dimensions are approximately 155 feet along the north property lines, 220 feet along the south property line, 50 feet along the east property line, and 120 fee t along the west property lines. The cross-slope lot has an elevation of 2,172 feet as measured at the north property line, and an elevation of 2,152 at the south property line, for a total grade change of 20 feet from the north to south property lines. The street improvements have been installed along Morgan Place and the required equestrian feeder trail was installed as part of the larger Haven View Estates master-planned community. 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 Land Very Low Residential Very Low (VL) Residential District* North Single-Family Residence Very Low Residential Very Low (VL) Residential District* South Vacant Land Very Low Residential Very Low (VL) Residential District* East Vacant Land Very Low Residential Very Low (VL) Residential District* West Single-Family Residence Very Low Residential Very Low (VL) Residential District* * Hillside Overlay District & Equestrian Overlay District Project Overview: The applicant proposes constructing a 5,089 square foot single-family residence with an attached 1,260 square foot 4-car garage totaling on a 22,957 square foot vacant property at 5042 Morgan Place – APN: 1074-541-15. Architecture: The proposed residence has a contemporary design theme, which includes the use of a Flat roof, smooth troweled stucco finish, wood siding , metal panels, and metal awnings. The residence was designed in compliance with the Hillside Design Guidelines (Section 17.122.020.D.2), including stepping the building pads to follow the existing slope and the use of a flat roof. The building mass is broken up through the use of multiple wall plane changes and the incorporation of multiple outdoor seating areas. The proposed single-family residence exceeds all applicable development standards for the DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2021-00157 – BRUNO MANCINELLI December 14, 2021 Page 2 Very Low (VL) Residential District and the Hillside Overlay District, as shown in the table below: Proposed Project Development Code Building Height 30 Feet 30 Feet Front Setback 61 Feet 42 feet (+/- 5 feet) Side Setbacks 10/15 Feet 10.79/19.80 Feet Rear Setback 60 feet 61 Feet Excavation Less than 5 feet 5 Feet Retaining Wall Height 4 Feet 4 Feet Lot Coverage 20 Percent 25 Percent Staff Comments: Staff supports the proposed building design and site plan layout. The project complies with the Development Code standards of the Very Low (VL ) Residential District and the Hillside Overlay District. The proposed building design uses varied building materials including the extensive use of glazing. The project complies with the development standards of the Development Code and the Equestrian Overlay. The project was reviewed and approved by the Haven View Estates HOA. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below to the Planning Director: ☒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. ☐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. ☐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: Michael Smith, Principal Planner (2153)(2174)(2173)(2 1 7 2 ) (2 1 7 1 ) (2 1 7 0 ) ( 2 1 6 9 ) ( 2 1 6 8 ) (2167) (216 6 )(2167)(2166)(2165)(2164)(2161)(2163)(2162)(2159)(2160)(2173)(2170)(2171)(2168)(2172)(2169)(2167)(2164)(2165)(2166)(2161)(2160)(2163)(2162)(2156)(2158)(2159)(2155)(2157)(2154)60' B.S.L.60' B.S.L.1 0 ' B . S . L .42 B.S.L.42' B.S. L .15 B.S.L.7' PRIVATE DRAINAGE EASEMENT7' PRIVATE DRAINAGE EASEMENT7.5' P.U.E.7.5' P.U.E.7.5' P.U.E.7.5' P.U.E.S82°08'14"W 155.50'S15°08'01"E 120.47'S25°26'45"E 110.00'N 2 7 ° 0 8 ' 4 7 " E 2 2 0 . 4 1 'R=50.00L=50.0057°17'59"CUSTOM RESIDENCE BRUNO MANCINELLIR20-L06DECEMBER 2021PROJECT ADDRESS: 5042 MORGAN PLACE APN: 1074-541-15 CONTACT INFO: TEL: 760-964-6222 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L I C E NSED ARCHITECTREN. 2/28/21 S T E E N ONORTH A-0SITE PLANSITE PLANSCALE: 1" = 10'-0"FFE 101FFE 102FFE 1024 CAR GARAGEENTRYFAMILYFFE 100GAZEBOSPAPOOL05102040SCALE: 1" = 10'-0"APN: 1074-541-15PATIOPROJECT ADDRESS:5042 MORGAN PLACERANCHO CUCAMONGA,APN: # 1074-541-15STEENO DESIGN STUDIO, INC.ARCHITECT: TOM STEENO11774 HESPERIA RD. SUITE B-1PH: 760.244.5001 FX: 760.244.1948APPLICANT / OWNER:PROJECT DATAYES2 STORYV - BFIRE SPRINKLERS:STORIES:OCCUPANCY: CONSTRUCTION TYPE:ZONE:VL RESIDENTIALR3/UTO CONSTRUCT A NEW SINGLE FAMILY RESIDENCE ONA VACANT LOT AND TIE INTO EXISTING UTILITIESSEE GREEN CODE RESIDENTIAL CHECKLIST FOR MANDATORY MEASURES. G.C. &SUB-CONTRACTORS TO COMPLY WITH APPLICABLE MEASURES. SEE ALSO NOTESON FLOOR PLANAPPLICABLE CODES:THESE PLANS SHALL COMPLY W/ THE LOCALMUNICIPAL CODE AND 2019 EDITION OF THECALIFORNIA BUILDING CODE WHICH ADOPTS THE2019 IBC, 2019 CMC, 2019 CPC AND THE 2019 CEC ANDCALIFORNIA AMENDMENTSCODES:WATER :ELECTRIC:DISPOSAL:SEWER: CUCAMONGA VALLEYWATER DISTRICT10440 ASHFORD ST.RANCHO CUCAMONGA,CA 91730-2799(909) 944-6000BURRTEC DISPOSAL INC.9820 CHERRY AVENUEFONTANA, CA 92335PH: 909-987-3717SOUTHERN CALIFORNIA EDISON(800) 655-4555GAS :TELEPHONE:SOUTHERN CALIFORNIA GAS800-427-2200AT&T27949 GREENSPOT RD.HIGHLAND, CA. 92346(909) 863-8641MUNICIPAL WATER DISTRICT300 N. D. STREET 5TH FLOORSAN BERNARDINO, CA. 92148(909) 384-5141SCOPE OF WORKGOVERNING CODESUTILITIESAREA TABULATIONSBUILDING FOOTPRINT=GROSS LAND AREA22,957 SQ. FT.=BUILDING CODE: ...................2019 CA. BUILDING CODE (C.B.C.)BUILDING CODE: ...................2019 CA. RESIDENTIAL CODE (C.R.C.)ELECTRICAL CODE:...............2019 CA. ELECTICAL CODE (C.E.C.MECHANICAL CODE:..............2019 CA. MECHANICAL CODE (C.M.C.)PLUMBING CODE: ..................2019 CA. PLUMBING CODE (C.P.C.)ENERGY CODE (T-24/P-6):.....2019 CA. ENERGY STANDARDSACCESSIBILITY CODE: ..........2019 CAL. BUILDING CODE - CH. 11GREEN CODE (T-24/P-11): .....2019 CAL. GREEN BLDG. STDS. (C.G.C.)FIRE CODE: .............................2019 CAL. FIRE CODE (C.F.C.)LOCAL ORDINANCE 899: .......RANCHO CUCAMONGA MUNICIPAL CODEARCHITECT /REPRESENTATIVE:BRUNO MANCINELLI3,963GAZEBO=214PATIO=318=194ENTRY PORCHTOTAL COVERAGE=4,689SHEET INDEXDESCRIPTIONSHEET #SITE PLANA-0FLOOR PLANSA-1EXTERIOR ELEVATIONSA-2SQ. FT.SQ. FT.SQ. FT.SQ. FT.SQ. FT. 20 %EXISTINGIMPERVIOUS DRIVEWAY1,677 SQ. FT.ROOF PLANA-3760-964-6222ENCLOSED POOL/SPA EQUIPMENTROOM BELOWHVAC EQUIPMENTLOCATION13.6713.0013.00EXTERIOR ELEVATIONSA-2.168.4219.8076.00 19.59+/- 24' TO EXISTING NEIGHBOR'S HOME STRUCTUREEXISTING VACANT LOT+/- 219' TO EXISTING NEIGHBOR'SHOME STRUCTUREBUILT IN BBQ AREA4.19PROPERTY LINE10.00SIDE SETBACK19.80 FROM PROPERTY LINE TO FACE OF BUILDING STEPSDN.LANDINGSTEPSDN.STEPS UP STEPSUPSTEPSDN.STEPSUPMAX RETAININGWALL HEIGHT 48"EXISTING CONC.RIBBON GUTTERTO REMAINPROP. CONC.SWALESTEPSDN.14.88 SIDE SETBACK 17 . 2 2 12.00LINE OF CANTELEVER SLAB2.02 CANTELEVERTURF PORCH4' GATE TOEQUESTRIAN TRAILEXISTING EQUESTRIAN TRAILEX. RANCH FENCE6' HIGH SPLIT FACEDSTONE SCREEN WALLNEIGHBOR'S HOMENOT A PARTNEIGHBOR'S HOMENOT A PARTNEIGHBOR'S HOMENOT A PARTNEIGHBOR'S HOMENOT A PARTSITE NOTESTHIS SITE/ PROJECT IS LOCATED IN THE DESIGNATEDWILDLAND-URBAN INTERFACE FIRE AREA.ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES, AS DEFINEDBY THE CALIFORNIA RESIDENTIAL CODE, ARE REQUIRED TO COMPLY WITHALL OF THE APPLICABLE PROVISIONS OF CHAPTER 7A OF THE CALIFORNIABUILDING CODE AND SECTION 337 OF THE CALIFORNIA RESIDENTIAL CODECONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC FIRESPRINKLER SYSTEMS ARE TO BE IN COMPLIANCE WITH CBC CHAPTER 7A.CALIFORNIA RESIDENTIAL CODE SECTION R337, AND FIRE DISTRICTSTANDARD 49-1.LANDSCAPING, VEGETATION MANAGEMENT, FUEL REDUCTION, AND OTHERWILDLAND FIRE SAFETY FEATURES AND PRACTICES ARE REQUIRED TOCOMPLY WITH ALL APPLICABLE PROVISIONS OF THE FIRE DISTRICTSTANDARD 49-1.ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES, AS DEFINEDBY THE CALIFORNIA RESIDENTIAL CODE, ARE REQUIRED TO COMPLY WITHALL OF THE APPLICABLE PROVISIONS OF CHAPTER 7A OF THE CALIFORNIABUILDING CODE AND SECTION 337 OF THE CALIFORNIA RESIDENTIAL CODE.THIS REQUIREMENT IS INCLUSIVE OF DETACHED MISCELLANEOUSSTRUCTURES THAT ARE INSTALLED OR CONSTRUCTED AT A DISTANCE OFMORE THAN 3 FEET BUT LESS THAN 50 FEET FROM AN APPLICABLEBUILDING, AS DEFINED BY THE CALIFORNIA RESIDENTIAL CODE.THE FUEL FOR PERMANENTLY INSTALLED, BUILT-IN-PLACE OUTDOORFIREPLACES, FIRE PITS, AND BARBECUES AS WELL AS COOKINGAPPLIANCES SUCH AS RANGE TOPS AND OVENS ARE LIMITED TO NATURALGAS OR PROPANE. OTHER OUTDOOR FIRES AND OPEN BURNING ISREQUIRED TO BE IN ACCORDANCE WITH THE FIRE DISTRICT STANDARD 3-1,INCLUDING OBTAINING PERMITS REQUIRED.DEVELOPER WILL BE RESPONSIBLE FOR THE RELOCATION OF EXISTINGUTILITIES IF NECESSARY.ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO CITYSTANDARDS4' RETAININGWALLEXISTING EQUESTRIAN TRAILCH. 7A CBC &SEC. 337 CRCFIREPLACENATURAL GASFRONT YARD HARDSCAPE - 50%1,960 SQ. FT.=STEPSUP4' RETAININGWALLMO RGAN PLACE OF PATIO SLAB LINE OF PATIO COVERSITE BUILDING ENVELOPEA-0.1PROPOSED SEPTIC SYSTEM6.00TOTAL FRONT YARD3,927 SQ. FT.=TOTAL LOT COVERAGE, UNDER ROOFMAX RETAINIGWALL HEIGHT 36"17%FRONT YARD SOFSCAPE - 50%1,967 SQ. FT.=100%ADDRESSSIGNPROP. WROUGHTIRON FENCEZERO EDGE POOLGRATE DRAIN12" PROP. CONC.POOLSTEPSDN.4' CONC. WALKWAY4' CONC.WALKWAYFACE OF CURB42.00FRONT SETBACK TO FACE OF CURB60.00REAR YARD SETBACK61.09F ROM F A C E O F C U R B TO B U I L D I NG F A C E APPROACH10.78PROP. LINETO BLDG61.64PROP. LINE TO FACE OF BUILDINGPLANTINGS PERLANDSCAPE DWGSS:\2020 Aprojects\01 - Residential\L - P\06 - Mancinelli, Bruno\A-0 Site Plan_Mancinelli.dwg, 12/2/2021 9:25:01 AM, steen, Angie CUSTOM RESIDENCE BRUNO MANCINELLIR20-L06NOVEMBER 2021PROJECT ADDRESS: 5042 MORGAN PLACE APN: 1074-541-15 CONTACT INFO: TEL: 760-964-6222 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L IC E NSED ARCHITECTREN. 2/28/21 S T E E N O A-0.1BUILDINGENVELOPEEAST-WEST BUILDING ENVELOPE - ASCALE: 1" = 10'-0"NORTH-SOUTH BUILDING ENVELOPE - BSCALE: 1" = 10'-0"(2153)(2174)(2173)(2 1 7 2 ) (2 1 7 1 ) (2 1 7 0 ) (2 1 6 9 ) ( 2 1 6 8 ) (2167) (216 6 )(2167)(2166)(2165)(2164)(2161)(2163)(2162)(2159)(2160)(2173)(2170)(2171)(2168)(2172)(2169)(2167)(2164)(2165)(2166)(2161)(2160)(2163)(2162)(2156)(2158)(2159)(2155)(2157)(2154)60' B.S.L.60' B.S.L.10 ' B . S . L .42 B.S.L.42' B.S. L .15 B.S.L.7' PRIVATE DRAINAGE EASEMENT7' PRIVATE DRAINAGE EASEMENT7.5' P.U.E.7.5' P.U.E.7.5' P.U.E.7.5' P.U.E.S82°08'14"W 155.50'S15°08'01"E 120.47'S25°26'45"E 110.00'N 2 7 ° 0 8 ' 4 7 " E 2 2 0 . 4 1 'R=50.00L=50.0057°17'59"NORTHFFE 101FFE 1024 CAR GARAGEFAMILYFFE 100GAZEBOSPAPOOL05102040APN: 1074-541-15MORGAN PLACEPATIOSTEPSDN.STEPSDN.STEPSDN.PORCHFFE 102ENTRYA-A-B-B-D-D-C-C-SECTION KEY - CROSS SLOPE LOTSCALE: 1" = 20'-0"NORTH-SOUTH BUILDING ENVELOPE - DSCALE: 1" = 10'-0"EAST-WEST BUILDING ENVELOPE - CSCALE: 1" = 10'-0"FRONT SETBACK LINEFRONT PROPERTY LINE30.00FRONT SETBACK LINE30.00ANGLED SIDE SETBACK LINE - ATCLOSEST POINT TO STRUCTUREPROPERTY LINE -(SIDE ANGLED)PROPERTY LINESIDE SETBACK LINE15.00 SIDE PROPERTY LINEANGLED SIDE SETBACKLINE @ CLOSEST POINTTO PATIO COVER30.00 SIDE PROPERTY LINE45°BUILDINGBUILDINGBUILDINGBUILDINGEXISTING WALLGARAGEBEDROOMFAMILY ROOMPROPOSED SCREEN WALL15.00 45°PROPOSED FINISHEDSURFACEPATIOBACK PROPERTY LINEPROP. POROUS PAVERSGARAGEFAMILY ROOMKITCHENPOOL15.00 MAX. BLDG HT. FROM FIN.GRADE @ SETBACK MAX. BLDG HT. FROM FIN.GRADE @ SETBACK MAX. BLDG HT. FROM FIN.GRADE @ SETBACKPROP. POROUS PAVERSSIDE SETBACK LINEDINING30.00 42.00MIN FRONT SETBACK TO FACE OF CURBFACE OF CURBREAR SETBACK LINE60.00MIN REAR SETBACK10.00MIN SIDE SETBACK15.00MIN SIDE SETBACK42.00MIN FRONT SETBACK TO FACE OF CURBFACE OF CURB10.00MIN SIDE SETBACK15.00MIN SIDE SETBACK60.00MIN REAR SETBACK CUSTOM RESIDENCE BRUNO MANCINELLIR20-L06DECEMBER 2021PROJECT ADDRESS: 5042 MORGAN PLACE APN: 1074-541-15 CONTACT INFO: TEL: 760-964-6222 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L I C E NSED ARCHITECTREN. 2/28/ 2 1 S T E E N O NORTH11'-6" x 6'-0"10' CLG. BATH #222'-0" x 18'-8"10' CLG.MASTER SUITE10'-6" x 19'-0"10' CLG.M. BATH17'-6" x 11'-6"10' CLG.WALK-IN WARD.13'-6" x 8'-4"10' CLG.LAUNDRY17'-4" x 8'-10"10' CLG.LOFTOPEN TO BELOW16'-2" x 12'-8"10' CLG.SUITE #216'-4" x 17'-6"10' CLG.GREAT RM.ART WALLBARN DR.SHOWER9'-0" x 5'-0"8' CLG.LINEN13'-6" x 14'-8"10' CLG.BEDRM#410'-0" x 16'-6"10' CLG.BALCONY9'-8" x 6'-0"10' CLG.BATH #412'-6" x 11'-0"10' CLG.ENTRY/KIT.FLOOR PLAN - UPPER LEVELSCALE: 3/16" = 1'-0"13'-8" x 12'-8"10' CLG.SUITE #26'-2" x 8'-8"10' CLG.WARD.39'-10" x 29'-0"10' CLG.GARAGEFFE 102FS 108FLOOR PLAN - LOWER LEVELSCALE: 3/16" = 1'-0"14'-0" x 14'-0"11' CLG.DINING20-0" x 20'-6"11' CLG.KITCHENPANTRYCOATS14'-0" x 17'-6"22' CLG.ENTRY8'-0" x 4'-0"10' CLG.HALL10'-0" x 6'-0"10' CLG.M. BATH9'-6" x 6'-0"10' CLG.WET BARDN. 12"FFE 10214'-0" x 14'-0"10' CLG.ENTRY23'-0" x 16'-0"22' CLG.PATIO80" TVGAME TABLESTAIRS DOWNSTAIRS DOWN6'-4" x 5'-6"10' CLG.PDR. RM.33'-0" x 26'-0"11' CLG.FAMILY RM.FFE 10136" RANGELANDINGFREE STANDINGTUB 36" X 72"BARN DR.W.C.LAV.LAV.LAV.LAV.W.C.W.C.W.C.LAV.P. SINKW.C.SINKWASHERDRYEROHD. CAB.OHD. CAB.18" HI. BENCH 5'-4" x 7'-8"10' CLG.W.I.W.DBL. S&PDBL. S&PDBL. S&PDBL. S&PDBL. S&PDBL. S&PDBL. S&PDBL. S&P STEPS DOWNSTEPS UPSHELVINGCOATS SLVG.OPEN SHELVESSLVG.M.C.M.C.M.C.M.C. M.C. 30"RANGE36" REF.BARNSINKD.W.13'-4" x 12'-6"10' CLG.DINING39"X72" SHOWERW/ SLIP RESISTANTCERAMIC TILE42"X72" SHOWERW/ SLIP RESISTANTCERAMIC TILEOPENSHLV'SVALVESS&P SLVG.DBL. S&P S&POVEN36" REF.36" REF.D.W.BARN SINK16" OHD. CAB.2 - 21" MINI REF.UPPER LEVEL FFE 11472" LINEARPASS THRUFIREPLACESINKBBQ W/ HOODMINI REF.42" HI. BAROHD. CAB.A-5AA-5BA-5BFLOOR PLANA-128'-6"5'-0"14'-0"3'-0"15'-0"3'-6"7'-0" 30'-0"4'-0"14'-2"7'-0"12'-6"4'-6"42'-0"11'-6"11'-0"27'-0"BA-4BA-4AA-5AA-511'-0"23'-0"13'-2"4'-10"11'-0"4'-4"23'-6"13'-10"37'-4"6'-8"10'-0"4'-0"11'-0"4'-8"2'-0"1'-0"1'-0"BA-4BA-4AA-5AA-515'-0"1'-6"12'-81 4"6'-10"19'-53 4" 39'-0"14'-2"7'-0"18'-4"10'-10"3'-4"6'-8"4'-8"15'-6"18'-0"7'-2"1'-6"5'-1"3'-5"5'-1"2'-7"13'-4"6'-0"7'-2"6'-10"7'-4"12'-2"7'-0"13'-7"1'-0"1'-0"1'-4"15'-11"13'-2"26'-4"76'-0"OVERALL 69'-0"OVERALL3'-0"3'-6"7'-0"23'-0"13'-0"4'-0"18'-0"69'-0"18'-0"6'-4"8'-0"3'-6"11'-8" 76'-0" 7'-0" 76'-0" 76'-0"69'-0"6'-0"69'-0"SHOWER HEADKITCHEN FAUCETLAVATORY FAUCETWATER CLOSET2.0 GPM @ 80 PSI1.8 GPM @ 60 PSI1.5 GPM @ 60 PSIFIXTURE TYPEMAX. FLOWWATER EFFICIENCY SCHEDULE(C.G.C. Sec. 4.303.1)1.28 GALLONSPER FLUSHDOOR SCHEDULE SYMBOL:DOOR NOTES:- ALL EXTERIOR & GARAGE MAN DOORS TO HAVE DEAD BOLTS- ALL BEDROOM AND BATHROOM DOORS TO HAVE PRIVACY LOCKS#WINDOW NOTES: - ALL WINDOWS TOBE LOW "E" COATEDWINDOW SCHEDULE SYMBOL:#SIZE#LIGHTS# REQ'DDESCRIPTIONREMARKSLOCATION14'-6" x 6'-8"9'-0" x 5-2"4'-0" x 3'-6"FIXEDFIXED-AREA TABULATIONS:TOTAL LIVABLEGARAGEGROSS BLDG.6,349 SQ.FT.=1,260 SQ.FT.=5,089 SQ.FT.=MINIMUM ENERGY VALUESSQUARE FOOTAGE:ROOF R-VALUE TOP CHORDEXTERIOR WALL R-VALUE:WINDOW U-FACTOR / SHGCFRENCH DR. GLASS U-FACTOR / SHGC:4-TON CENTRAL FURNACE AFUE%TANKLESS WATER HEATER EFFICIENCYAIR CONDITIONER SEERATTIC DUCT INSULATION3,196 SF.R-38R-30/ R-2182%0.95 UEF.14 SEERR-8.28 / .28HERS VERIFICATIONSBUILDING LEVEL:COOLING SYSTEM VERIFICATION:MINIMUM AIRFLOWVERIFIED REFRIGERANT CHARGEHVAC DISTRIBUTION SYSTEM VERIFICATION:DUCT LEAKAGE TESTINGAIR CONDITIONER EER11.7VERIFIED SEER /EER13'-0" x 3'-8"14'-0" x 4'-8"14'-6" x 4'-8"25'-7" x 8'-2"12'-6" x 2'-6"LOWER LEVEL=2,137 SQ.FT.QUALITY QII INSTALLATIONIAQ MECHANICAL VENTILATIONFAN EFFICACY WATTS/CFMDOMESTIC HOT WATER SYSTEM VERIFICATION:NONE0.2ROOF R-VALUE @ CLG.R-386'-0" x 6'-8"FIXEDAWNINGFIXEDAWNING6'-0" x 3'-8"FIXED14'-6" x 4'-0"2AWNINGFIXEDDOOR & WINDOWS NOTES:5'-0" x 9'-8"2"3'-0" x 8'-0"1 3/4"112'-8" x 8'-0"52'-6" x 8'-0"183'-0" x 8'-0"X-O EXT. SLIDING GLASS DOORS.C.S. W/ RAISED PANEL7'-0" x 8'-0"1OWNER TO SPECIFYS.C.S. W/ RAISED PANELS.C.S. W/ RAISED PANEL-DUAL PANE-TEMP. GLASS33'-0" x 8'-0"S.C.S. W/ RAISED PANEL20 MIN. RATED/ SELF-CLOSING/ SELF-LATCHING118'-0" x 8'-0"TEMPERED GLASS1 3/4"1 3/4"1 3/4"1 3/4"-SIZE#THK.# REQ'DDESCRIPTIONREMARKS12'-8" x 8'-0"S.C.S. RAISED PANEL -W/ SLIDING BARN DOOR HDW.14'-6" x 5'-6"FIXED14'-0" x 4'-0"AWNING3'-0" x 8'-0"-1S.C.S. RAISED PANEL KITCHEN RANGE HOOD- ALL EXTERIOR GLAZING SHALL BE MULTI-PANE UNITS WITH A MINIMUM OF ONE TEMPEREDPANE.- ALL EXTERIOR DOORS TO BE 20 MIN. RATED WITH CLOSURE.- TEMPERED GLAZING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:A. GLAZING IN ALL DOORSB. GLAZING IN BATH AND SHOWERC. GLAZING WITHIN A 24" ARC OF A DOOR EDGED. PANELS OVER 9 SQUARE FT. HAVING THE LOWEST EDGE LESS THAN 18-IN. ABOVE THE FINISH FLOOR AND HAVING A TOP EDGE GREATER THAN 36-IN. ABOVE THE FLOORE. ALL GLAZING IN GUARDRAILSF. GLAZING 5 FT. FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM EDGE LESS THAN 60" ABOVE WALKING SURFACEUPPER LEVEL=2,952 SQ.FT.BATH #2VINYL FRAMED GLASS2'-0" x 8'-2"M. BATHVINYL FRAMED GLASSM. BATHVINYL FRAMED GLASSLAUNDRYLAUNDRYCLEAR GLASSCLEAR GLASSFAMILY RM.M. BATHVINYL FRAMED GLASSMASTER SUITEBRONZE ANODIZED WDW. FRAMES VINYL FRAMED GLASSVINYL FRAMED GLASSSTOREFRONT SYSTEM - SEE STOREFRONT SCHEDULE ON SHEET A-1.1LAUNDRY VINYL FRAMED GLASSDINING RM.VINYL FRAMED GLASS9VINYL FRAMED GLASSKITCHEN & BBQ PATIOFAMILY RM.VINYL FRAMED GLASS3LIVING RM.VINYL FRAMED GLASS1VINYL FRAMED GLASS1CLEAR GLASSCLEAR GLASSAWNINGCLEAR GLASS1615141312111098754321SINGLE CASEMENT CLEAR GLASSCLEAR GLASSCLEAR GLASSCLEAR GLASSVINYL FRAMED GLASSM. BATH6-PANEL ALUM. BI-FOLD DR./ TEMP. W/ LEVER LOCKSET - MIDDLE OPENING M. BATHBATH #2VARIESENTRYLOCATIONFAMILY RM.VARIESPANTRYSUITE #2GARAGEVARIESMETAL ENTRYSET DOOR WITH SIDELIGHT2'-6" x 8'-0"1 3/4"1TYPE 1 EXTERIOR DOORLAUNDRY1110987564321W/ SLIDING BARN DOOR HDW.DEADBOLT124'-0" x 8'-0"1 3/8"1 PAIRWARD UNIT 24" DOORS W.I.W.136'-0" x 8'-0"1 3/8"1 PAIRFRENCH DR. M. SUITEWALL LEGENDDESCRIPTIONSYMBOL2X4 STUDS @ 16" O.C.2X6 STUDS @ 16" O.C.9.5" THK. WALL W/2X6 + 2X4 STUDS @ 16" O.C.12'-6" x 5'-10"SUITE #2VINYL FRAMED GLASS17CLEAR GLASSCLEAR GLASSFIXEDCLEAR GLASSCLEAR GLASSAWNINGCLEAR GLASSS.C.S. W/ RAISED PANELW/ HARDWARETEMPERED GLASS421111111113445678810911111213141416151718192021212116'-0" x 5'-8"BEDRM. #4VINYL FRAMED GLASSFIXED-ARCHCLEAR GLASS65181920217'-6" x 6'-0"1FIXED16'-0" x 6'-0"FIXED13'-0" x 4'-8"AWNINGDINING VINYL FRAMED GLASSGREAT RM.VINYL FRAMED GLASSCLEAR GLASSCLEAR GLASSCLEAR GLASSVINYL FRAMED GLASSDINING33'-0" x 3'-8"VARIESVINYL FRAMED GLASSAWNINGCLEAR GLASS12333435678774434449410411121314143'-0" x 8'-0"-120 MIN. RATED/ SELF-CLOSING/ SELF-LATCHINGGARAGES.C.S. W/ RAISED PANEL18' X 8' GARAGE DOOR 22232213'-2" x 1'-8"DININGVINYL FRAMED GLASSFIXEDCLEAR GLASS23AWNING12'-6" x 6'-0"VINYL FRAMED GLASSCLEAR GLASSBALCONY#SIZE # REQ'D LIGHTS LOCATION DESCRIPTION REMARKS 2425265'-2" x 2'-0"FIXED5'-6" x 2'-0"FIXED33VINYL FRAMED GLASSVINYL FRAMED GLASSCLEAR GLASSCLEAR GLASSABOVE @ ENTRYABOVE @ ENTRYSYMBOL:#WINDOW SCHEDULE WINDOW NOTES: - ALL WINDOWS TOBE LOW "E" COATED264'-6" x 5'-10"FIXED1VINYL FRAMED GLASSCLEAR GLASSSUITE #21-HOUR FIREWALL 1/2" THK. TYPE"X" DRYWALL @ GARAGE SIDE OFWALL @ DASHED LINE36" HIGH (MIN.)HANDRAILS:\2020 Aprojects\01 - Residential\L - P\06 - Mancinelli, Bruno\A-1 Floor Plan_Mancinelli.dwg, 12/2/2021 9:28:40 AM, steen, Angie CUSTOM RESIDENCE BRUNO MANCINELLIR20-L06NOVEMBER 2021PROJECT ADDRESS: 5042 MORGAN PLACE APN: 1074-541-15 CONTACT INFO: TEL: 760-964-6222 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L I C E NSED ARCHITECTREN. 2/28/21 S T E E N OEXTERIORELEVATIONSLEFT - SOUTH ELEVATIONREAR - WEST ELEVATIONNORTH PROPERTY LINE A-23/4 SMOOTH FINISH STUCCO - #10 OMEGA WHITEWOOD SIDING - MED. BROWN CEDAR TONEBRONZE ANODIZED WINDOW FRAMESKEY NOTES22 GA. MATTE TEXTURED BLACK PANELS W/ MATCHING TRIM22 GA. METAL COPING CAP MATTE TEXTURED BLACKMETAL SHADING DEVICE12" DIA. STEEL COLUMN - WARM GREY COLORDECORATIVE WALL SCONCE3/16" DIA. STAINLESS STEEL CABLE RAILINGBRONZE ANODIZED BREAK METAL123456789101112131415SYMBOLDESCRIPTIONNATURAL WOOD LATTICE110'-1" 8'-0"4SPANDREL GLASS IN BRONZE ANODIZED FRAME299RECESSED LED DOWN LIGHTING612DARK MARBLE SLAB133MATTE TEXTURED BLACK RAILING10159912115171381391212471335129121310111281522'-11" 27'-3" 30'-0" 23'-3" 1'-0" 10'-1"2'-1"10'-1" 29'-5" 15'-0"17'-0"S:\2020 Aprojects\01 - Residential\L - P\06 - Mancinelli, Bruno\A-2 EXTERIORS.dwg, 12/2/2021 9:29:44 AM, steen, Angie CUSTOM RESIDENCE BRUNO MANCINELLIR20-L06DECEMBER 2021PROJECT ADDRESS: 5042 MORGAN PLACE APN: 1074-541-15 CONTACT INFO: TEL: 760-964-6222 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L IC E NSED ARCHITECTREN. 2/28/ 2 1 S T E E N ORIGHT - NORTH ELEVATIONFRONT - EAST ELEVATION10'-1"2'-1"10'-1" NORTH PROPERTY LINE EXTERIORELEVATIONSA-2.150423/4 SMOOTH FINISH STUCCO - #10 OMEGA WHITEWOOD SIDING - MED. BROWN CEDAR TONEBRONZE ANODIZED WINDOW FRAMESKEY NOTES22 GA. MATTE TEXTURED BLACK PANELS W/ MATCHING TRIM22 GA. METAL COPING CAP MATTE TEXTURED BLACKMETAL SHADING DEVICE12" DIA. STEEL COLUMN - WARM GREY COLORDECORATIVE WALL SCONCE3/16" DIA. STAINLESS STEEL CABLE RAILINGBRONZE ANODIZED BREAK METAL123456789101112131415SYMBOLDESCRIPTIONNATURAL WOOD LATTICE3SPANDREL GLASS IN BRONZE ANODIZED FRAMERECESSED LED DOWN LIGHTINGDARK MARBLE SLABMATTE TEXTURED BLACK RAILING1115141414434315814713913121212113121444131516'-7" S:\2020 Aprojects\01 - Residential\L - P\06 - Mancinelli, Bruno\A-2.1 EXTERIORS.dwg, 12/2/2021 9:30:38 AM, steen, Angie CUSTOM RESIDENCE BRUNO MANCINELLIR20-L06DECEMBER 2021PROJECT ADDRESS: 5042 MORGAN PLACE APN: 1074-541-15 CONTACT INFO: TEL: 760-964-6222A-3THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com INC.D E S I G N S T U D I O A R C H I T E C T U R E D E S I G N P L A N N I N G PROJECT:JOB NO.SHEET NAME:PAGETH O MAS R.STEENOSTATE OF CALI FOR NIA C-26448L IC E NSED ARCHITECTREN. 2/28/ 2 1 S T E E N O ROOFPLANNORTHSLOPEDOWNRIDGESLOPEDOWN SLOPE DOWN SLOPEDOWN16" X 12"SCUPPER1A-3S L .DN.SL.DN.3/8":12" SLOPE DNFLOW LINE OF CRICKETFLOW L INE OF CR ICKET3/8":12"SLOPE DN3/8":12"SLOPE DN3/8":12"SLOPE DNS L . D N .FLOW LINE OF CRICKETSL.DN.F L O W L I N E O F C R I C K E T S L . D N .SL.DN.FLOW LINE OF CRICKETFLO W L I N E O F C R I C K E T27'-3"TOP OF PARAPET26'-3"TOP OF PARAPET27'-3"TOP OF PARAPET27'-3" TOP OF PARAPET 26'-3" TOP OF PARAPET 12'-8" TOP OF PARAPET 28'-3"TOP OF PARAPET26'-3"TOP OF PARAPET30'-7"TOP OF PARAPET28'-3"TOP OF PARAPET27'-3"TOP OF PARAPET27'-3" TOP OF PARAPET 23'-0"TOP OF ROOFSL . D N .SL.DN.SCALE : ROOF PLAN 1/4" = 1'-0"S L . D N .SL.DN.FLO W L I N E O F C R I C K E T FLOW LINE OF CRICKET21'-9"TOP OF BOX WDW.3/8":12"SLOPE DN4" FIBER CANT. STRIP( TYP @ PERIMETER )S:\2020 Aprojects\01 - Residential\L - P\06 - Mancinelli, Bruno\A-3 Roof Plan.dwg, 12/2/2021 9:31:49 AM, steen, Angie AC02AC02B C02 B C02 C C02 C C02 DC02DC02EXISTING HOME EXISTING HOME EXISTING HOME EXISTING HOME EXISTING HOMEMORGAN PLACEFF=2167.46 (GARAGE) FF=2167.50 ENTRY FF=2166.50 FAMILY CONCEPTUAL GRADING C01.0 1 BUILDING FF 105.50 FF 2.0% WEEP SCREEN 2"MIN.BUILDING FF 105.50 FF 6" WITHIN THE FIRST 10 FEET 8" MIN. TYPICAL SECTION AROUND BUILDING SIDEWALK/PAVEMENT F.G. OF LANDSCAPE (TYP.) F.G. OF LANDSCAPE (TYP.) TOP OF CURB 1"-2"(TYP.)1"-2"(TYP.)TYPICAL LANDSCAPE AREA @ CURB LOCATION TYPICAL LANDSCAPE AREA NEXT TO SIDEWALK/PAVEMENT AREA SCREEN WALL 4 FOOT MAX. RETAINING WALL NOTE: FENCING WITHIN THE FRONT SETBACK AREA SHALL COMPLY WITH RCMC SEC. 17.48 (MAX. 3' HIGH SOLD WALL). THE PROJECT SITE DOES NOT HAVE ANY CUT OF FILL GREATER THEN 5 FEET. MAXIMUM CUT OR FILL NOT TO EXCEED 5 FEET MAX. 2009113 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING SCALE: 60'20'0 20'40' 1" = 20' BENCH MARK: DESIGNATION: EV9133 ELEVATION: 1659.60' DATUM: NAVD 88 DESCRIPTION: MWDSC DISK AT THE NORTHWEST CORNER OF THE INTERSECTION OF BANYAN STREET AND HAVEN AVENUE IN THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN.J:\Bruno Mancinelli rancho cucamonga\C2009113\ACAD\2009113PreliminaryC01.0TSPG.dwg Oct 28, 2021 - 4:03pm4 TT AA/JT/DD TTBASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF HAVEN AVENUE AS SHOWN ON THE MAP OF TRACT NO. 12332-1, RECORDED IN BOOK 174, PAGES 34 THROUGH 39, OF MAPS, BEING: NORTH 00°22'01" EAST 5042 MORGAN PLACE RANCHO CUCAMONGAT.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNELANOISSEFORPDERETSIGER 10-28-202110-28-2021 TITLE SHEET NOTES: WALL FACING THE PUBLIC VIEW WILL BE DECORATIVE INCLUDING ALONG THE EQUESTRIAN TRAILS. SHEET INDEX CO1.0 - CONCEPTUAL GRADING TITLE SHEET C01.1 - CONCEPTUAL GRADING C02.0 - SECTIONS C03.0 - CUT AND FILL PLAN UTILITIES CONTACT INFORMATION: SOUTHERN CALIFORNIA EDISON 1351 E FRANCIS ST. ONTARIO, CA 91761 (800)655-4555 SOUTHERN CALIFORNIA GAS 13525 12TH ST. CHINO, CA 91710 (877)239-0092 CUCAMONGA VALLEY WATER DISTRICT (WATER) 10440 ASHFORD ST. RANCHO CUCAMONGA, CA 91730-2799 909-987-2591 TIME WARNER CABLE (CATV) 1500 AUTO CENTER DR. ONTARIO, CA 91761 888-892-2253 BURRTEC DISPOSAL (REFUSE) 9820 CHERRY AVE. FONTANA, CA 92335 (909)949-0500 CONTACT INFORMATION: OWNER INFORMATION MR. BRUNO MANCINELLI 13670 VICTORIA STREET RANCHO CUCAMONGA, CA 91739 (951) 768-1040 CIVIL ENGINEER: PLUMP ENGINEERING, INC. 914 E. KATELLA AVE. ANAHIEM, CA 92805 (714)385-1835 ARCHITECT: STEENO DESIGN STUDIO INC. 11774 HESPERIA ROAD, SUITE B1 HESPERIA, CA 92345 TOM STEENO - ARCHITECT (760)244-5001 LEGEND: A/C - ASPHALT PAVEMENT BC - BUILDING CORNER BFPV - BACK FLOW PREVENT VALVE BW - BLOCK WALL CONC - CONCRETE DEC - DECORATIVE EX - EXIST FG - FINISH GRADE FH - FIRE HYDRANT FNC - FENCE FS - FINISHED SURFACE GB - GRADE BREAK H - HEIGHT LP - LOW POINT PL - PROPERTY LINE PROP - PROPOSED TC - TOP OF CURB TG - TOP OF GRATE TF - TOP OF FLOOR TW - TOP OF WALL VNL - VINYL XXX.XX - PROPOSED ELEVATION (XXX.XX) - EXISTING ELEVATION LEGEND: =CONCRETE SURFACE =POROUS PAVERS PROPOSED BUILDING FOOTPRINT: 3,379 SF FF=2167.46 (GARAGE) FF=2167.50 ENTRY FF=2166.50 FAMILY CONCEPTUAL C01.1 2 BUILDING FF 105.50 FF 2.0% WEEP SCREEN 2"MIN.BUILDING FF 105.50 FF 6" WITHIN THE FIRST 10 FEET 8" MIN. TYPICAL SECTION AROUND BUILDING SIDEWALK/PAVEMENT F.G. OF LANDSCAPE (TYP.) F.G. OF LANDSCAPE (TYP.) TOP OF CURB 1"-2"(TYP.)1"-2"(TYP.)TYPICAL LANDSCAPE AREA @ CURB LOCATION TYPICAL LANDSCAPE AREA NEXT TO SIDEWALK/PAVEMENT AREA LEGEND: SCREEN WALL 3 FOOT MAX. RETAINING WALL NOTE: FENCING WITHIN THE FRONT SETBACK AREA SHALL COMPLY WITH RCMC SEC. 17.48 (MAX. 3' HIGH SOLD WALL). THE PROJECT SITE DOES NOT HAVE ANY CUT OF FILL GREATER THEN 5 FEET. MAXIMUM CUT OR FILL NOT TO EXCEED 5 FEET MAX. 2009113 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING SCALE: 30'10'0 10'20' 1" = 10' BENCH MARK: DESIGNATION: EV9133 ELEVATION: 1659.60' DATUM: NAVD 88 DESCRIPTION: MWDSC DISK AT THE NORTHWEST CORNER OF THE INTERSECTION OF BANYAN STREET AND HAVEN AVENUE IN THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN.J:\Bruno Mancinelli rancho cucamonga\C2009113\ACAD\2009113PreliminaryC01.1 PG.dwg Oct 28, 2021 - 4:05pm4 TT AA/JT/DD TTBASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF HAVEN AVENUE AS SHOWN ON THE MAP OF TRACT NO. 12332-1, RECORDED IN BOOK 174, PAGES 34 THROUGH 39, OF MAPS, BEING: NORTH 00°22'01" EAST 5042 MORGAN PLACE RANCHO CUCAMONGAT.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNELANOISSEFORPDERETSIGER 10-28-202110-28-2021 GRADING PLAN NOTES: WALL FACING THE PUBLIC VIEW WILL BE DECORATIVE INCLUDING ALONG THE EQUESTRIAN TRAILS. OWNER INFORMATION MR. BRUNO MANCINELLI 13670 VICTORIA STREET RANCHO CUCAMONGA, CA 91739 (951)768-1040 SHEET INDEX CO1.0 - CONCEPTUAL GRADING TITLE SHEET C01.1 - CONCERTUAL GRADING C02.0 - SECTIONS C03.0 - CUT AND FILL PLAN PROPOSED BUILDING FOOTPRINT: 3,379 SF 2160 2165 2185 2155 2150 2170 2175 2180 2190 2160 2165 2185 2155 2150 2170 2175 2180 2190 2160 2165 2155 2170 2175 2180 2160 2165 2155 2170 2175 2180 2160 2165 2185 2170 2175 2180 2160 2165 2185 2170 2175 2180 2160 2165 2185 2170 2175 2180 2160 2165 2185 2170 2175 2180 PRELIMINARY SECTIONS C02.0 3 SECTION A-A SECTION B-B 2009113 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING BENCH MARK: DESIGNATION: EV9133 ELEVATION: 1659.60' DATUM: NAVD 88 DESCRIPTION: MWDSC DISK AT THE NORTHWEST CORNER OF THE INTERSECTION OF BANYAN STREET AND HAVEN AVENUE IN THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN.J:\Bruno Mancinelli rancho cucamonga\C2009113\ACAD\2009113PreliminaryC02SECT.dwg Oct 28, 2021 - 4:06pm4 TT AA/JT/DD TTBASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF HAVEN AVENUE AS SHOWN ON THE MAP OF TRACT NO. 12332-1, RECORDED IN BOOK 174, PAGES 34 THROUGH 39, OF MAPS, BEING: NORTH 00°22'01" EAST 5042 MORGAN PLACE RANCHO CUCAMONGAT.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNELANOISSEFORPDERETSIGER 10-28-202110-28-2021 SECTION C-C SECTION D-D FF=2167.46 (GARAGE) FF=2167.50 ENTRY FF=2166.50 FAMILY 2009113 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING SCALE: 30'10'0 10'20' 1" = 10' BENCH MARK: DESIGNATION: EV9133 ELEVATION: 1659.60' DATUM: NAVD 88 DESCRIPTION: MWDSC DISK AT THE NORTHWEST CORNER OF THE INTERSECTION OF BANYAN STREET AND HAVEN AVENUE IN THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN.J:\Bruno Mancinelli rancho cucamonga\C2009113\ACAD\2009113PreliminaryC03-fil-cut.dwg Oct 28, 2021 - 4:07pm4 TT AA/JT/DD TTBASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF HAVEN AVENUE AS SHOWN ON THE MAP OF TRACT NO. 12332-1, RECORDED IN BOOK 174, PAGES 34 THROUGH 39, OF MAPS, BEING: NORTH 00°22'01" EAST 5042 MORGAN PLACE RANCHO CUCAMONGAT.YRSOFONOPLUOT YRFO NP. EXP.12/31/21 NO. 65859 AINROFILACFOETA TS LIVIC REENIGNELANOISSEFORPDERETSIGER 10-28-202110-28-2021 PRELIMINARY CUT/FILL C03.0 4 LEGEND FILL: 355 C.Y. CUT: 688 C.Y. EXPORT: 333 C.Y. = 705 CY CUT = 335 CY FILL GROSS SITE AREA:38,264 SF AREA OF DISTURBANCE :35,585 SF