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HomeMy WebLinkAbout2021-01-19 Agenda Packet CITY OF ■ . ■ * ■ Design Review Committee Meeting AGENDA January 19, 2021 Rancho Cucamonga, CA 91730 7:00 p.m. PURSUANT TO GOVERNOR GAVIN NEWSOM'S EXECUTIVE ORDER N-29-20 THIS MEETING WILL BE HELD AS A TELECONFERENCE MEETING In response to the Governor's Executive Orders, the San Bernardino County Department of Public Health requirements, and to ensure the health and safety of our residents by limiting contact that could spread the COVID-19 virus, there will be no members of the public in attendance at the Design Review Committee meetings. Members of the Design Review Committee and staff will participate in this meeting via teleconference. As this is a Special Meeting, Public Communications are limited to agenda items appearing on the Special Meeting Agenda. In place of in-person attendance, members of the public can observe and offer comment at this meeting via Zoom: VIEW MEETING VIA ZOOM APP OR ZOOM.COM AT: zoom.us/join using Webinar ID: 975 1199 7049 -or- YOU CAN DIAL-IN USING YOUR PHONE UNITED STATES: + 1 (669) 900-6833 Access Code: 975 1199 7049 IMPORTANT NOTICE REGARDING JANUARY 19, 2021, DESIGN REVIEW COMMITTEE MEETING As an alternative to participating in the teleconference, you may submit comments in writing to Elizabeth.ThornhillCa)CitvofRC.us by 12:00pm on the date of the meeting. Written comments will be distributed to the Committee and read into the record. A. Call to Order B. Public Communications C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of January 5, 2021. D. Project Review Items D1. ENVIRONMENTAL REVIEW & DESIGN REVIEW DRC2017-01017— MARTHA SCHACHT FOR CHAGO TORTAS AHOGADAS — A request for site plan and architectural review of a 2,456 square foot restaurant with an attached 858 square foot office area on a 24,189 square foot parcel of land in the Mixed Use (MU) District and Foothill Boulevard Overlay District Subarea 1 at the intersection of Foothill Boulevard and San Bernardino Road at 88269 Foothill Boulevard; APN: 0207-113-23 and 24. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15303 (construction of small structures). D2. HILLSIDE DESIGN REVIEW DRC2020-00016 — SAURABH PATEL —A request to construct a 3,300 square foot single-family residence with two separate attached 2-car garages totaling 1,063 square feet on a vacant property of 15,601 square feet (0.36-acre) within the Low (L) Residential District and the Hillside Overlay District located at 8005 Camino Predera — APN: 0207-631-06. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures. D3. MINOR DESIGN REVIEW DRC2020-00138 — GRANT ROSS FOR ORBIS/7-ELEVEN — A request for site plan and architectural review of a new commercial building and service station located on a parcel addressed 8768 Archibald Avenue in the General Industrial (GI) District; APN: 0209-032-35. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15332 — In-Fill Development Projects. 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, January 14, 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 Agenda —January 19, 2021 Page 2 of 2 mw_CITY OF RANCHO CUCAMONGA Design Review Committee Meeting Agenda January 5, 2021 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on January 5, 2021. The meeting was called to order by Mike Smith at 7:00pm. Design Review Committee present: Francisco Oaxaca, Diane Williams, Mike Smith. Staff Present: Sean McPherson, Senior Planner; Dat Tran, Assistant Planner. B. Public Communications Mike Smith opened the public communication and hearing no comment, closed public communications. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of November 10, 2020. Motion by Oaxaca, second by Williams. Motion carried 3-0 to adopt the minutes as presented. D. Project Review Items D1. DESIGN REVIEW DRC2019-00371 (LOCATED ON A VACANT PARCEL ADDRESSED 8281 UTICA AVENUE)— BLUE ENGINEERING & CONSULTING, INC. -A request for site plan and architectural review of an industrial building totaling 13,116 square feet on 0.72 acres of land located on a vacant parcel addressed 8281 Utica Avenue in the Industrial Park (IP) District; APN: 0208-062-10. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15332 — In-Fill Development Projects. Staff provided a brief presentation of the project. The Committee was very supportive of the project, remarking specifically on the variety of materials used in the design. The applicant was in attendance and made himself available for questions or concerns from the DRC. Members had no questions or concerns relative to the design of the building. The Committee recommended approval of the project to the Planning Commission. The Committee took the following action: 1XR Recommend approve to PC/PD. E. Adjournment Meeting was adjourned at 7:25pm. Respectfully submitted, Elizabeth Thornhill Executive Assistant, Planning Department Approved: Design Review Committee Special Meeting Minutes — November 10, 2020 Page 2 of 2 Draft DESIGN REVIEW COMMENTS 7:00 p.m. Tabe van der Zwaag January 19, 2021 ENVIRONMENTAL REVIEW & DESIGN REVIEW DRC2016-01017— MARTHA SCHACHT FOR CHAGO TORTAS AHOGADAS — A request for site plan and architectural review of a 2,456 square foot restaurant with an 858 square foot second-story office area on a 24,189 square foot parcel of land in the Mixed Use (MU) District and Foothill Boulevard Overlay District Subarea 1 at the intersection of Foothill Boulevard and San Bernardino Road at 88269 Foothill Boulevard;APN: 0207-113-23 and 24. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15303 — New Construction or Conversion of Small Structures. Site Description: The vacant 0.56-acre(24,189 square foot) project site is located at the southwest corner of Foothill Boulevard and San Bernardino Road and consists of two separate parcels of land (APN: 0207-113-23 and 24). The triangular-shaped project site is approximately 280 feet from east to west along Foothill Boulevard, 260 feet from east to west along San Bernardino Road, 146 feet from north to south along the west property line, and 40 feet from north to south along the east property line. The site generally drains from north to south and is covered in gravel. The existing Land Use, General Plan and Zoning designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Mixed Use (MU) Site Vacant Land Mixed Use Foothill Boulevard Overlay District Subarea 1 Vacant Land Mixed Use (MU) North Approved Multi-Family Mixed Use Foothill Boulevard Overlay District Development Subarea 1 Car Wash Mixed Use (MU) South Multi-Family Development Mixed Use Foothill Boulevard Overlay District Subarea 1 Mixed Use (MU) East Storage Facility Mixed Use Foothill Boulevard Overlay District Subarea 1 Mixed Use (MU) West Restaurant Mixed Use Foothill Boulevard Overlay District Subarea 1 Project Overview: The applicant proposes the construction of a new building which includes a 2,456 square foot restaurant with an 858 square foot second-story office at the intersection of Foothill Boulevard and San Bernardino Road. The project site is within the Mixed Use (MU) District which necessitates the development of two separate land uses; in this case, a restaurant on the ground level and a separate office area on the second story. The separate office area will be accessed by an exterior stairway on the south side of the building. The main entrance to the restaurant will be located on the north side of the building facing Foothill Boulevard with the vehicle parking located on the west side of the building with one vehicle entrance off of San Bernardino Road. The project site is within the Foothill Boulevard Visual Improvement Plan area and will be conditioned to install historic post and cable roadway barrier and decorative sidewalk treatment. DRC COMMENTS DESIGN REVIEW DRC2016-01017 — MARTHA SCHACHT FOR CHAGO TORTAS AHOGADAS January 19, 2021 Page 2 The restaurant/office is designed with a Spanish architectural design theme that exhibits a smooth stucco finish, cast stone window surrounds, tile, and a tile roof. Wall accent lighting was chosen to accentuate the Spanish design theme. The tower element over the main entrance will include a tile-covered dome. Decorative wood trellises will be located along the north elevation. All equipment for the restaurant/office (A/C units, refrigeration units, and venting) will be located on the roof of the building and will be screened from view by the roof parapets. A trash enclosure will be located on the east side of the building and is designed to complement the adjacent building and will include a rollup door and a wood lattice overhead cover. The project complies with each of the related mixed-use development standards including building and parking setbacks, parking, floor area ratio, and landscape coverage as shown on the following tables: Required Provided Compliant? Building Setback (Foothill Blvd.) 45 Feet 25 Feet* Yes Building Setback 35 Feet 14 Feet-7 Inches* Yes San Bernardino Road Building Setback (Interior PL) 5 Feet 150 Feet Yes Landscape Coverage 10 Percent 22 Percent Yes Floor Area Ratio up to 100 Percent 14 Percent Yes Building Height 75 Feet Maximum 30 Feet Yes *Mixed-Use Districts permit an up to 75 percent reduction minimum setback requirements Parking Ratio Required Parking Provided Parking Restaurant (2,456 SF*) 1:100 SF 25 Spaces 25 Spaces Office 858 SF 1:250 SF 4 Spaces 4 Spaces Total Parking Spaces 29 Spaces 29 Spaces Staff Comments: Staff supports the proposed building design and site plan layout. The applicant was able to deliver a well-designed project and overcome the limitations of the project site (triangular shape, small overall size (0.56 acre), and being located along two street frontages). The project was also able to incorporate a second land use (office) on the second story to comply with the Mixed Use (MU) District requirement to provide two land uses, in this case, commercial (restaurant) and office. The project will be required to install all street improvements along both Foothill Boulevard and San Bernardino Road, as well as decorative post and cable, landscaping, and accent paving required by the Foothill Boulevard Visual Improvement Plan Major Issues: The following broad design issues will be the focus of Committee discussion regarding this project. None Secondary Issues: Once all of the major issues have been addressed, and time permitting, the Committee will discuss the following secondary design issues. None Policy Issues: The following items are a matter of Planning Commission policy and should be incorporated into the project design without discussion. DRC COMMENTS DESIGN REVIEW DRC2016-01017 — MARTHA SCHACHT FOR CHAGO TORTAS AHOGADAS January 19, 2021 Page 3 1. Right-of-way improvements shall conform to the Foothill Boulevard Visual Improvement Plan. 2. All ground-mounted equipment and utility boxes, including transformers, back-flow devices, etc., shall be screened by a minimum of two rows of shrubs spaced a minimum of 18 inches on center. This equipment shall be painted dark green. 3. All Double Detector Checks (DDCs) and Fire Department Connections (FDCs) shall be screened on three sides by 4-foot high walls. The walls shall incorporate the design and materials used on the buildings. 4. Decorative paving shall be provided at the main vehicular access driveway onto the site. 5. All doors shall be painted to match the color of the adjacent building wall. 6. Trash enclosures shall be constructed per City standards. The design of the trash enclosures shall incorporate the materials, finish, color, and trim used on the buildings. Staff Recommendation: Staff recommends that the project be forwarded to the Planning Commission as presented for final review. Desicgn Review Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner Attachment: Exhibit A: Plan Set W °' o 0 O N N � O N 7 z - M 00 LLI co 0 DESIGN REVIEW z aaaaa a cn w W o 0 0 0 0 0 U Q N N N M O - M 00 ZQ 0 \ N N N O CHAGO TORTA5 AHOGADA5 RE5TAURANT (if0- O r (3) N O N O 0 C) zU) aaaaa a z Cj a X � � C) AIR VIEW NOT TO SCALE VICINITY MAP NOT TO SCALE ASSESSOR MAP NOT TO SCALE c _ < M -z NORTH NORTH NORTH D RAW I N G INDEX In 0 O Q W<cl i SHT. NO. DESCRIPTION SHT. NO. DESCRIPTION Z } 8 zDM LLI 0 SITE PROJE T SITE PROJECT I COVER/PROJECT INFORMATION SHEET aN < z 2 SITE UTILIZATION MAP LU > � o< W < '0 [[ � •, , '•o �U 73 - r 3 SITE PLAN Q a _'1� __-_-__.��. _. .o_nE0 HILL COUNTRY CLUB 1 � e _ "'ti.�' - / i 4 FLOOR PLAN co 5 SECOND FLOOR * ROOF PLAN � 1, C�) �` !!2/ `e' s!„I` z •4'r lamp Inn '`�C 11r S u+n .� ' ul/ 6 5 7 e e.y.�; 9 G ELEVATIONS I z • 26 LOCATION = R� q . ; 4 , �� n W .� j� t ` ` • , 0 7 E LE VAT I O N S 2 0 • o06 e �.••`\ w3 ./ t / r �d• \ ��` U c e J 00 t -- �•� -- -----r - Y � % :� j n 8 SECTION a 33 44 E9 �A �1 L� CIO LID �� /�° 3 CD o O 47 a 5Q� ��° 9 CE COLOR ELEVATION I o s ii ,i; ty1 �y� I 42 C U 48 . 18 ,h t ,✓ \\ ��•` U0W V• iF. �`y `R - ---- - 7Ix '3 ' ~Z~, ��`� 10 CE COLOR ELEVATION 2 Z =• f 1 1 z1 3e' a, al �� h s (J 49 1., I� 64 �j ,y' ` -•` _a:z�,..._ asa-'" --tea--I SS•• tis.. © ' •.`'_ ��+`� D Y t6 i7 Ig W k r k 5O 5l T �'I���A `�° I I PS PERSPECTIVES W SIdAy, a n rtl� € U s C? O ® ` �+ ✓ rb_` W AaAO L AV . ov j I I °J P.OAD- y- O BM BOARD MATERIAL e < _ f f ssessor c REVISED -'APR 071997, I FGF FG INDEX SHEETIt V u0 U) P /P pGS ■ hbfs AssEssor s 81h 6 o Soak 2C! Page H 111zrz e/isR4 r cc Red hill Esrotas Sub Na E Tract No.2521 M@ 36/37 39 Nvmbe s 4ho.vn n Cim ov Son 8ernordino County z __ _. ......_... :_.: .. .,. - .....:-:. ... _ :.. _._- .:._ � TE TRASH ENCLOSED o v Z Ow LS LANDSCAPE PLAN Y • � • 7 z0 2FGF PRELIMINARY GRADING PLAN w _- t: z z a '� •� 3PGP EROSION CONTROL PLAN � o U � 3PGP PRELIMINARY DRAINAGE PLAN -j W ASSESSOR PARCEL NUMBER: LOT COVER AREA LOT 23-24 ALL WORK COMFY WITH : Lc PRELIMINARY LANDSCAPE PLAN < Z APN 0207- 113-23 24 NET LOT AREA +/- 24, 189 SQ. FT. 100 °Io U) o PROJECT ADDRESS / LOCATION : Current codes: Q BUILDING COVERAGE FLOOR AREA 2 G75 .00 SQ. FT. I I .0G 070 of 82G9 FOOTHILL AVE. RANCHO CUCAMONGA CA , 91730 a) The 20 1 G edition of the California Building Code (CBC) DESCRIPTION OF WORK : 0- Lot: 14 District: 07 Tract No: 2521 Abbreviated Description: (N) CONCRETE PARKING I I ,793 .00 SQFT 48.75 �0 b) The 201 G edition of the California Electrical Code (CEC) = ° 5 223.00 SQFT 2 1 . 59 07o � a LOT: 14 DI5T:07CITY:ONTARIO SUBD:RED HILL ESTATES (N) LANDSCAPE: c) The 20 1 G edition of the California Mechanical Code (CIVIC) z SUBDIVISION #2 TK#:252 1 TRACT 252 1 LOT4 TRACT NO 252 1 U LOT 14 EX M I NEKALK I GHTS Clty/Munl/Twp: ONTARIO (N) CONCRETE PAD 4,498.00 SQ.FT 1 8•GO c% d) The 201 G edition of the California Plumbing Code (CPC) NEW RESTAURANT AND OFFICE BUILDING , e) The 20 1 G edition of the California Fire Code (CFC) Q = BUILDING AN ALY51 S LOT 1 7, 1 8, 1 9 AREA +/- 24, 189.00 SQ.FT 100 07o f ) The 20 1 G edition of the California Energy Efficiency Standards. PARKING LOT >- Qo � 06 � C) SITE AREA LOT 23-24 24,233 SQFT PARKING PROVIDED REQUIRED : NOTE: CONTRACTOR BU I LDER : BY OWNER 0 Q y I } CITY DEVELOPED CODE TABLE 17.3G.020 PROVIDES DEVELOPED STANDARDS Y Q S�P�`` RANCHO CUCAMONGA TOTAL N .C. PARKING ENCL. - 2 STALLS FOR MIXED USE DISTRICTS . THIS TABLE PERMITS A 50-75% REDUCTION 0 STATE : CALI FORN IA ALL SPACES 9'x 19� BUILDING SETBACKS ALONG MAJOR/SPECIAL BOULEVARDS AND A 75- 100% ofLU REDUCTION IN BUILDING SETBACKS ALONG LOCAL STREETS .LANDSCAPING AND ARCHITECT LU� U 2 H PARKING REQUIRED 10 PER 1000 SQFT RESTAURANT AREA PARKING SETBACKS ARE REDUCED ACCORDINGLY. oz LAND USE : MIX USE z W TYPE OF CONSTRUCTION: RESTAURANT / Off FICE BUILDING REQUIRED 245G / 100 = 25 STALLS SETBACK REDUCTION IS NOT APPLY TO THIS PROJECT M ICHAEL J J . M U RPHY o 0 ASSEMBLY GROUP A-2 / B o � V 303.3 Assembly Group A-2 REQUIRED FINANCIAL OFFICE 858.00 SQ FT /250= 3 STALLS » � N Assembly uses Intended for food and/or drink DAYS AND I-1 R5. OF OPERATION : r , 0 y T d\ Z consumption Including, but not limited to: TOTAL PARKING PROJECT NEED = 28 STALLS DAY SUNDAY 8 AM - 10 PM O 0 Q Banquet halls = � r W TOTAL PARKING PROJECT PROVIDE 29 STALLS ca <C) Casinos (gaming areas) DAY MONDAY 8 AM - 10 PM � Z r � Q r � � Restaulrants, cafeterias and similar dining Occupancy Load A2-B DAY TUESDAY 8 AM - 10 PM O Q 4 o o H facilities (including associated commercial kitchens) RESTAURANT TOTAL = 2,43G.00 SQFT " c W Taverns and bars RESTAURANT SCHEDULE AREAS DAY WEDNESDAY 8 AM - I O FM Q U z� SEATING AREA KITCHEN KOOK AND DAY THURSDAY 8 AM - 1 2 PM coy J � a W � O Type Data AREA: 1,259.00 S.F. U y U Z 12' CC T e Of Construction V-B OADIGH AREA: 534.00 S.F.OCCUPANCY: 1/15 = 84 CEILINGPREPARATION AREA DAY FRI DAY 8 AM - 12 PM r 06 a O Q Occupancy Grou A2-B 12' HIGH CEILING Q � � p y p LOAD OCCUPANCY: 1/200 = 3 DAY 5ATU RDAY 8 AM - 12 PM O Q CC C� Occupancy Load 1 12 Q RESEPTION AREA STORAGE Q W 0-No. Of Stories 2 AREA: 48.00 S.F. 12' HIGH CEILING AREA: 31.00 S.F. W 0 EXTERIOR WALLS = I -HK < 10 LOAD OCCUPANCY: 1/3 = 16 8' HIGH CEILING Number of Employees = G O OPEN I NGS = PROTECTED < 1 0' U1-- Q Z> 2 NO OPENINGS = < 5' FKOM P.L. RESTKOOM FEMALE COLD ROOM 0 Qm AREA: 163.00 S.F. AREA: 47.00 CEILING S.F. IY O C- O FU LLY SPRI N KLED = YES 8' HIGH CEILING 8' HIGH CEILING 0- 0)N IE � 0 A ESTKOOM MALE DESK AREA UTILITY PURVEYORS : 00 CC p N Q AREA: 164.00 S.F. AREA: 17.00 S.F. Z 8' HIGH CEILING 8' HIGH CEILING Q LL BUILDING = 1 WATER = CUCAMONGA VALLEY WATER DISTRICT (CVWD) � V 0') C.)WALL TOTAL AREA (N) RESTAURANT 2,45G.00 SQFT. ELECTRICAL ROOMof co CO AREA: 123.00 S.F. AREA: 13.00 S.F. SEWER = CUCAMONGA VALLEY WATER DISTRICT 0_ N N 00 (N) RESTAURANT PORCH ENTRY 103 .00 SQFT. 8' HIGH CEILING ELECTRIC = SOUTHER . CAL. ED15ON M Q W (N) STAIRS I I G.00 5Q.FT. UTILITY ROOM WH GAS = SOUTHER CALIFORNIA GAS z AREA: 12.00 S.F. (N) I RST STORY COVERAGE 2,G75 .00 5Q.FT. 8' HIGH CEILING LU Of Er KITCHEN TOTAL AREA= G74 SQFT TELEPHONE = FRONTIER z z < N LATTICE PATIO 189.00 SQ. FT. RESTAURANT TOTAL = 2,43G.00 SQFT RANCHO CUCAMONGA FIRE PROTECTION DISTRICT 0o p Uj ( ) TOTAL OCCUPANCY - 104 ENVIRONMENTAL HEALTH DEPARTMENT OR COUNTY OF SAN 5ERNARDINO (N) LATTICE PATIO 1 2G.00 5Q. FT. W w PLAN NAME (N) EAST LATTICE PATIO 184.00 SQFT. OFFICE 2 STORY TOTAL = 854.00 SQFT z COVER SHEET (N) I RST STORY LATTICE FAT105 499.00 SQ. FT. OFFICE SCHEDULE AREA Note: Z Q DESIGN REVIEW OFFICE I H.C. REST. I Foothill Boulevard well be constructed In accord with Z 0 UNIT. PROFESSIONAL OFFICE AREA 67.00 SOFT the Foothill Boulevard Visual Improvement Plan (available on the Planning Department website). Cl) AREA: 787.00 SQ.FT. p 9' HIGH CEILING 8' HIGH CEILING See Exhibit B-2 of the Foothill Boulevard Visual Improvement Plan for required design post and cable treatment. C) JOB No. DATE LOAD OCCUPANCY: 1/100 = 8 UtIIIZe Historic Post and Cable Roadway Safety Barrier (A rox. GO I in Len th) E (N) 2ND STORY OFFICE 858.00 SQFT. y y pp g Z 026-16 12-02-20 TOTAL OCCUPANCY = 8 a TOTAL BUILDING SUMMARY 4,032 .00 5Q.FT. TOTAL OCCUPANCY = 104 SCALE PLAN No. W TOTAL PROJECT MIX USE OCCUPANCY = 112 ��' . ASSESSOR MAP NOT TO SCALE � CD N W O O C' o v rn W O N I. E �.. 9 ;.z-7 _•F'9,91—10 f4l.-C-DUMY-01 U9—- - c Is s° m z Lu O r C7 00 i 12 - J U) �� oa ENE7 t� 11 I I f) w W p O O O O O N N3a 29 2 < NNN N ON 0N\0 o 0 0) TNO27 N 26 Q CO N u, ■ •■ n■ ®■ ■ ■ ■ ■ n■ ■ ■,. €■ 7 ■�o - , - ■ . I:.:J a - - - - . 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LU Lu � � ® ■ ■ 1 w Y a ■■ '� ■ ■ ■ ■■ ■ ■ Geare D■pYw■be n V SIMOV MIXED USE W _ W o U Cl) Ji ■ "A 2 Y . • ■ ■ AIR VIEW NOT TO SCALE z . ■ - � ' �W ■ w - - ASSESSOR PARCEL NUMBED: � LL s ■ .ram ', ■ ' ■ FUTURE CURRENT ZONING MU— ■ . 0 ■ I® � � CHAC�O MIXED USE AHOGADAS RESTAURANT ° - I APN o207- � ► 3-23�24 MEDIUM USE PROJECT ADDRESS / LOCATION : < z �■■j - ■ -■ ■ ■ 82G9 FOOTHILL AVE. RANCI-10 CUCAMONGA CA , 91730 (� CO 2 ' Lot: 1 4 District: 07 Tract No: 252 1 Abbreviated Description: < o MEDIUM USE ■ LOT: 14 DIST:07CITY:ONTARIO SUBD:RED HILL ESTATES < o ■ SUBDIVISION #2 TR#:252 1 TRACT 2521 LOT4 TRACT a ■ ■ ■ �, NO 252 1 LOT 14 EX M I NERALR I GHT5 M: o . . . ® L w ®■ ■ '® C City/Muni/Twp: ONTARIO a C Z U ■ ' ■■ � �■ 1° � - ' ■ - BUILDING ANALYSIS W J ■ ■ w 0 CITY : RANCHO CUCAMONGA Lu � W SITE AREA : LOT 23*24 24, 1 69 SQET m `� M ■ G U 0 �■ ° STATE : CALI fO RN I A X W 4n d �, W X LL `P MEDIUM USE Of ° Uj U t■■ Ll H O O z ' ZONING MAP z r mLu W y rM z O z a L44 _ W r �"MOM z cl a Residential Open Space 0 Q 3 o o ■ e� "� ■ ZONING MAP 0 Very Low(<2 du/ac) 0 Flood Control (FC) I q y V v♦ J O c� z W 0 Low(2-4 du/ac) 0 Hillside Residential (HR) _ J Q 0 Low Medium (4-8 du/ac) 0 Open Space (OS) U . ® Medium (8-14 du/ac) Utility Corridor(UC) r Yn Cc 00 Z .6 /R Q Medium High (14-24 du/ac) 0 < V U a Cc _ High (24-30 du/ac) Specific Plan of Q 0 Q X "� � W 0 Specific Plan (SP) z'> Z2 • • • CC ® Etiwanda North Specific Plan (SP-EN 0 2 Q m O /`^ __ O 00 �• Etiwanda Specific Plan (SP-E) } 0)N� 0R %Foe, •Commercial/Office Empire Lakes Specific Plan (SP-EL) a V 01 o (a 0 O N Q 0 O � Office Professional (OP) Q � � 0 Neighborhood Commercial (NC) Planned Communities > V 0')Lu CO () General Commercial (GC)000 Planned Community(PC) o CO Lu 0 Community Commercial (CC) Of 00 ® Caryn Planned Community(PC-C) w cc Regional Related Commercial (RC) _Etiwanda Highlands Planned � z Specialty Commercial (SC) ® Community (PC-EH) � LD Commercial Office (CO) Terra Vista Planned Community w W (PC-TV) o U W oOC MIX Victoria Planned Community(PC-V O _j F-11Mixed Use Overlay District a PLAN NAME ® Mixed Use (MU) 0 Equestrian (EOD) � z SITE 0 Haven Avenue (HAOD) < 0 Senior Housing (SHOD) LD UTILIZATION MAP LU Industrial •••••• Hillside (HOD) 0 JOB No. DATE Cli O 0 Industrial Park(IP) 0 Foothill Boulevard (FBOD) z x><xXx>< 026-16 12-02-20 General Industrial (GI) © Industrial Commercial (ICOD) ® Minimum Impact Heavy Industrial (MI/HI) ° SCALE PLAN No. Heavy Industrial (HI) I . 80 \ \ ASSESSOR MAP NOT TO SCALE w - o 0 \ PR POSED R 0 O It T \ RON 5.48' 3� o ^�O,c` �� 4� �{{ z O N 00 \ FENCE FF=1269.27 r / `�`�GY(� �� � /�' ni z ci ao \ C 2 PE=126870 .E f` �1,� r r a, �;� LU �_ \ \ PROPOSE WALL -- -— : r5,.'. /�/ L @@ _ , E�i z W/ LASTER 3 R r I <" ,�.. �` _ r\ ao co rn \ \ \ 1 ,Y �- `• I w o r o 0 0 0 o 3 1 1 i ,`f,} '� q•, LU O N N N N rr Q N N M O 00 \ Q { O 0\0 \ p \ \ 1260 2l /� P r.� Q T N N C\O N 0 LU V z Cn 0+00 s 1+0 1+67 i, {1250 ` r7 �4N, ' S °'E`I„�CA -N- �''``.-., Q \ \ 3 7` w X O C R �,.. _Q Foy cM SECTION B I ,Io Q Uj SF C/ SCALE 1 :30 J j (� �1 ,�/ i r,- L,;. � - _ _ >Q� C) Q \ \ o ao +o rot�d �/ cn i �o I �~ O 8 06 w UQ pQ JQ \ NOTE: The project engineer continues to - o Q Q0U" provide a precise grading plan for review. This _ �"-'-r` Q =U �Q should be a conceptual grading plan. On Sheet �� - --- N O CD< a \ 5 of 5 of the radin Ian set, the en sneer did t�G. t W Q co Q \ g g p g - 'AP- 0 7 '3 °° w \ show Foothill Blvd and San Bernardino Road in a Q _ . Assessoes Mop Q \ cross section of the property. The City requires Alnlei-Avercenre QiP A I Pnnlr otl r G7rma fl _ \ \ a separate full width typical section for Foothill Z \ t oule y rpd and yan Bernardino Road, 1n addition VICINITY MAP O • to, an property cross sections. NOT TO SCALE z A \ w •`\• LO \ 0 Al 3 \ r:•_-1.�141 Cwdfy Clubu, Call.. • 00 \ 0 00 00 Vince 's I F Q FOO \ I pFRT \ LU 8 R��•`�` `.b. �q<��qY Y /h �� v � is .. W . . \. , zLU = •'•'•'•' L F ' ��• �` \ M"rlI,'�i7t-' IAesvmnereImLU <•`.••• 1 0 F •�•�•• �s:o„ ILL W SITE LOCATION �� LU 2 Note: ` � =•z • \ \ �1 Y THERE WILL BE A 1 2" 0 9ai��c r VatesSosgrntn t ow STEPOUT CURB • , , dp o \ \ V — 3 WHERE PARKING SPAC 'I' ' Cv \ ! foothill Blvd = cif LACY 71J'Un�::.rt J Q 9'0^� BUTS A PLANTER L` `=�`T RRFN " ��. �, c _ L CJ� zs O 7 /,�. M �ZO Lj S1ary!W. auto i FY Spea+intt Z o, o• 29 r2„ +•_ :•�• �XF NON ,c Q\ • o U I P 4 _ 28 I T F �U`��+ v' O vSF G M0 � � � � ��� Z co PARCEL 23 24 27 Re o '. �, ,,.� Y • • Of N RENT ZONI U L 'ram• s' :'A' \ - �1`'` o 26 r O o �9:0•. 5 MIXED US I 5 • .0` �q�kwgy •.'a`. ��4 LU Q W \ I 24 ••\ 0 AR' ' 61, (/V)O Q 0\ 23 22 '+`�:-� \ rn Op\/ F?r4' ROpOSFOCURe R�AMF�TA<gTRF \ U 0 O w. 6 (N)ORNAMENTAL LIGHT POST " Z O w 2 • L 12(N) MENTAL LIGHT POST - N O Gl OI O;, 9,_0„ 25,_0„ I .E ).pRppF R pOSFp G GNTpOS \ \ AIR VIEW ~ w �1� co a •21 RESTAURA T• q�0'S,G4P RTy�INF o `- UTTF/? NOT TO SCALE 0 U Z 7 LOT@23 a ° O LOT 2� �,1'_0" . -e ' FZ�6i1'�8=8 ' �. 8'�q`�wq, ' = w U 3 WI.• . . . . " W 50 ocos oil .I�IE�i141�4 �Rll ;,. - .,'. ■ Q U Z w a 8 LA DS APE 88 SOFT _ // $`.'.'. • o �. O = ON 0 w M+ W w — zo•_o„ °[I :C1A7)T>� -o-` . . o .K o., H z 9 0 z X O 4 G 4 >I OG 7 19,_0,� / ,a• a W it �1'. L N a '• .`4`.`.`. a p •'v-` -` • ` ` • RAFFIC SIGNAL POLE TO 10 26'_1" p• 0" O a t� — •.•. . .+ o. RELOCATE U U J .U) 19'_0 f-- --T-ar --T---T---1 •-0" oo r +f `+ 0� W J a I I T I I I I 6 M RESTAURANT • ••`• •' ••LI• I N)TRAFFIC SIGNAL POLE -�11 1- -1-- J •• t AREA=2,456.00S.F _ � . .'.`. 0 - - --,l,`� yW F o ;, ,l, W J o •� f-- T— —T-- 1 . ••- Q"z-" A- •• `•lL1 W r � . `LANDS APE, W = •w• 11 � 12 1 13 --L9L 1 _ _116_ J 1 118 ,mow +•• Rz7'-11" = f4'_0" F-- T= T T— —T=— Yr �` (n L-- 1n --_ �1 ra,J--_ =1---JI —r F mo o` '.O.L•.•.•1L d-.+ 6 ` O �" �, } Cn 2 • - 0`- • - U PURE 1f TALLAI IONrO N E CT IC�/EHI LEi11 --- — - O• - r aS r7 i' U ••— -----t—I }---------- -------------� ¢ m \\.`. \ 168' w (D o > 2' — . CIE t� 'P.E817S( �, . •.•\ ,�T. t - •T�/• • `` • ` °'• — I w . .o. •.•.•.•. . ---------------------------------- - - - - z z .`r r r-r- .�` - +�• - - - - - - - �'-� _. Y Q � �P R .—, ,t -- ------- F ``+•```•` F _ 'o" DRIVE AY TYPE„ F . . . . 'T'—' (E) PROPERTY LINE '` ' ' `'`'`'`` a /� �o o `D. DW #101, =3 , K F R • P � \\ � 0 6'SIDEWALK ♦ F `N♦ O 0 \\ F O 6'91DEWALK SITE, LOCATION o (E)CURB TO RELOCA W a +�, W U 44'-8" 35'-0" 196'-10" - 9,(N)ORN MENTAL STREET LIGHT POST Uo M M -A—BOLLARD o 2'P OPOSEDGUTTER The curb and gutter shall be 22' from the / �. ~ O OZ N APPROXIMATELOQ6ATIONOF8' N M o m M 4 centerline to line Up with existing improvements. � -r ►`' QH s— s s— s s— s s s zo sSANITAR� SEWE4 LINE N � N N X � A BERNARDINO ROAD - �� LLJ � HE CONTRACTOR SHALL BE VERIFY THE INVERT ELEVATION i � 0 = � • W r wo EXIST. 00 Of U) rn c%) Z N a OVERHEA UTILITIES APPROXIMATE LOCATION za1 a 2 x 2 0 zz a CM —GAS—GAS GAS—GAS—GAS—GAS—GAS GAS OF BURIED GAS LINE, / Q �{'� U T FROM PAINT STRIPES cc v 00 �,o" ,o'-o" ,o'-o" ,o'-o" r � z ' a z 0)o 1'-4" 11- 1'-4" 1'-4" 1'-4" z c _ � N 0Q r CURRENT ZONING MU / s" s" 6" 0 /� o ♦^ APPROXIMATE LOCATION — — MIXED USE — — 1-1 6» I J V/ L OF BURIED 8"WATER LINE, °� a0 � W FROM PAINT STRIPES � U � J � Q W . . . . . . . . . . . . . . . 11 . . . . . . . . . 4'-O" Q o y U Z -o r O 0Cc a _ _CURRENT ZONING RM _ _ _ _ _ _ _ _ 0 MIXED USE � I � �a � M 4 HIGH BLOCK WALL AND IRON FENCE ELEVATION N a o <C � Redhill Aportm nts Corwosh NON SCALE o W Note: Uco a Z m Foothill Boulevard will be constructed in accord with 0 N 00 the Foothill Boulevard V1sua1 Improvement Plan (available on the Planning Department Web51te). o }, � See Exhibit B-2 of the Foothill Boulevard Visual Improvement Plan for required design post and cable treatment. (N) 4' PASS BY H.C. (N) ORNAMENTAL LIGHT POLE o p N a UtIIIZe HlstorIC Post and Cable Roadway Safety Barrier (Approx. GO I in Length) A F (N) 51DEWALK K I G,000 LUMEN HPSV-EQUIVALENT O < (� LL r, _ ORNAMENTAL LED STREET LIGUT U rUO -XI`nl.(; FoorEHIL� EXISTING PROP0 ED (N) HANDICAP 51GN 0- N M R 60.0 ' I G (N) CONCRETE FOR REQUIRED DESIGN POST AND CABLE a � sAN TREATMENT, UTILIZED HISTORIC POST AND W 50.00' 10.00' eERNARoiNo CABLE ROADWAY SAFETY BARRIER(APPROX. z �s0 2ao _ 47.00' _ 3.00' s.00' (N) 6 Q� PIPE GUARD 60 I IN LEGHT) 5.00 8.00' R 66.100' R HANDICAP PARKING Q W U _ 30.00' s3:oo' POLE (ADDITI sQ. ON (N) CONCRETE TEXTURE U, w t= w SIGN TYP. 70 LU ST iP PROPOSED R MAT ASHLAR SLATE HARD MAT 12" STEPOUT CURB o U J O TU F WALKWAY~ ^ Z z Q 2) 3.00' �---�- i ONAL SIGN THERE WILL BE A 1 2"STEPOUT CURB - < 8100' ' 6.00' 22.00' T STATING. VAN ACCESSIBLE (H� � O O w w I 127- IF VAN) WHERE PARKING SPACE ABUTS A Q U NG� - PLANTER LL 1 zoo _ �-_� 5 14 1-0 1-3 -- — — — — w PLAN NAME 13 10-14i5 D (N) SPECTACULAR SIGN I (N) LANDSCAPE M 4' HIGH BLOCK WALL AND U) „60 1260 IRON FENCE o J (N) 1 '-0` MIN. z SITE PLAN E (N) TRASH CONTAINER GROOVING W JOB No. DATE 0-0(% 1+00 2+00 3+00 --1 Z SECTION A PLANT MATERIAL LEGEND , SEE LANDSCAPE PLAN 026-16 12-02-20 SCALE 1 :30 SCALE PLAN No. 1 : 20 1 Q3-/ nOOFt SCHEDULE WIN00OW SCHEDULE N o w r o 0 SIZE (E) TYPE REMARKS SIZE (E) TYPE REMARKS 0') N N DBL DOOR METAL . WOOD W/ TEMPER GLASS FIX U) o N Q 6'-0" X 7'-0" PRIVACY LOCK DBL GLASS WITH PANIC HARDWARE ❑1 3'-6" X 5'-0° ALUMINUM WINDOW z r co 00 METAL . WOOD W/PRIVACY 2 TEMPER GLASS FIX m Q o a a a a a a 3'-0" X 7'-0" LOCK DBL GLASS PRIVACY LOCK DOOR ❑ 2'-8" X 5'-0" ALUMINUM WINDOW J � Z TEMPER GLASS ARC Q r�3 3'-0" X 7'-0" WOOD DOOR PRIVACY LOCK DOOR ❑3 2'-0" X 5'-0° ALUMINUM WINDOW = � DBL SWIM WOOD DOOR 4 } w H o ILLI N N N N ® 3'-0" X 7'-0" WITH WINDOW PRIVACY LOCK DOOR ❑ U Q M o 00 rn 00 Q T N N (0 N LO Q5 2'-0" X 6'-8" WOOD DOOR ❑5 0- r o r o W METAL WOOD DOOR Z a a a a a a© 3'-0" X 7'-0" WITH PRIVACY LOCK u_ FULL LOUVER SOLID INTERIOR SLAB ❑ 07 2'-0" X 6'-8" CORD WI N E3OW NOTES z U RESTAURANT TOTAL = 2,436.00 SQFT 1. ALL WINDOWS TO BE LOW"E" GLASS L X J C)Q LID2. WINDOW SIZES INCLUDE FRAME. L �z co RESTAURANT 5CHEDULE AREAS 3. WINDOW SIZES ARE APPROXIMATE ONLY. GLASS SUPPLIER TO FIELD DIMENSION ACTUAL SIZES. 00 = O SEATING AREA KITCHEN KOOK AND 4• GLASS SUPPLIER TO PROVIDE ALL DETAILS TO OWNER FOR APPROVAL PRIOR Q W gcr M� TO STARTING THIS JOB. W = >Q AREA: 1,259.00 S.F. = QUA 12' HIGH CEILING PREPARATION AREA NOTE: WIN z n cU U�'o LOAD OCCUPANCY: 1/15 = 84 1.- ALL WINDOWS ARE EXISTING O 8 z AREA:' HIGH CEIILIING S.F. 06 W w Q Q 0U B LOAD OCCUPANCY: 1/200 = 3 RE5EPTION AREA N Q z = AREA: 48.00 S.F. STORAGE W O Q d 12' HIGH CEILING AREA: 31.00 S.F. KEYED NOTES w Q �� LOAD OCCUPANCY: 1/3 = 16 8' HIGH CEILING m DESCRIPTION J KE5TROOM FEMALE COLD ROOM Q WATER CLOSET a AREA: 163.00 S.F. AREA: 47.00 S.F. U) 8' HIGH CEILING 8' HIGH CEILING O2 LAVATORY z KE5TROOM MALE a DESK AREA O TOILET PAPER HOLDER z AREA: 164.00 S.F. AREA: 17.00 S.F. 0 ' O" 8' HIGH CEILING LOAD OCCUPANCY: 1/100 = 1 O GRAB BAR 8' HIGH CEILING p WALL TOTAL AREA O5 AC UNIT AND FURNACE 2 • Al ELECTRICAL ROOM o 0 I II I II I II AREA: 123.00 S.F. AREA: 13.00 S.F. ❑ 00 9 4 -0 22 -0 8' HIGH CEILING WALL LEGEND w 00 J 00 ----- -—----_ I I '-0" UTILITY ROOM WH DESCRIPTION U _ , �� PARTITION WOOD WALL 2"x6" @16" O.C. � p I AREA: 12.00 S.F. Lu WOOD FRAMING WALL 2"x6" �16" O.C. ° p LATTICE OVER NOT 8' HIGH CEILING W II_�li. i I ONE HOUR ARE W KITCHEN TOTAL AREA= 674 SQFT � � TO BE USED AS EATING AREA 7; „ RESTAURANT TOTAL = 2,43G.00 5QFT W U IZ 1 n n n n n n f l n f l n 0 GENERAL NOTES w (n ; i MAIN,'EN RY \AREA , i I I I I I I I I I I I I I I I I I I I I I I TOTAL OCCUPANCY = 104 W w - - - - - - - - - - - - - - - - - - - 1I I I - - I - - I I - - - - - - I / W 1= ,� kGi'I \5 -`-' - ,/ I I O I I I I I I I I I I I I I I I I I I I I I I I I / / / , 4. \ \ OFFICE 2 STORY TOTAL = 654.00 5QFT J 1 , I I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / / / / / / ' / Q I I I 1 I I I I II 1 I II I III I I II I II , / , yy\ /� T I 1 n- 4 -� 4 -8 q -8 4 -C` - l l l Og C� OFFICE SCHEDULE AREA � n 1 1 I I I 11 11 11 11 11 11 1 1 I / / / / / / � t/ NOTE: ALL GENERAL NOTES MENTION ALL EXISTING COMMENTS, � \ 1 I I I I I I I I I I I I I I I I I I I I I I 11 , / / , / , , / // % SFO OFFICE I H.C. REST. I THIS PROJECT IS NOT GOING TO HAVE ANY MODIFICATION OF Z qS' O UNIT: PROFESSIONAL OFFICE EXISTING BUILDING WILL BE US AS IS. C.� - - - - - - - - - - - I '/� l F VC AREA 67.00 SQFT z AREA: 787.00 SQFT. Z / / / / , / % / �^/ 8' HIGH CEILING E T l l , / l , l y l Gq pc L HIGH CEILINGOAD OCCUPANCY: 1 100 = 8 1. CONTRACTOR TO VERIFY ANY DISCREPANCIES WITH ARCHITECT, � Y • _O NOTE: "THIS DOOR TO RE AIN UNLOC D , l , l , , l , y� l RFq NO / BEFORE COMMENCEMENT OF WORK. ARCHITECT WILL BEAR NO AT ANY TIME THE B ILDING IS OCCUPE / , / , / / y� EXPENSE OR RESPONSIBILITY FOR CONTRACTOR'S FAILURE TO DO ° TOTAL OCCUPANCY = 6 S0 w Q - � � � ITN/ ' l' / l � � , l i l � � �y� l� � z (� I RECEPTION AREA 7 8 C 9 1 N� T�M�000R/T /, / / / / , /, / // , \/\/l /� 2. ALL DIMENSIONS ARE TO FACE OF FINISH WALL UNLESS NOTED tz z TOTAL OCCUPANCY = 104 OTHERWISE. �� �� �/ h'E 8 TO ' i , / l ,' ' ' o OU/ RE l 3. EACH UNIT HAS ITS OWN INDEPENDENT HVAC SYSTEM. J Z // C°,NGM O ' ,'/� /' ,/�l /',� �l lam' ��\ TOTAL PROJECT MIX USE OCCUPANCY = 112 J w LU 1 II 5EAT1 NG AREA = , ,/ �/ , 4, / ,� ���/ \, 06 o — 12 • i / / / ow WO :2:1 j:] - —= 4 5 6 1�/, a. o a - 2 U 14 77= w W J \1 J VJ W 2 N N � _ o6 Q oM M c o Q Ac ID ❑2 - - - - -N - - - - - - - - - W 0> O - - - - -- - - - - - - - - - - 2 L � Lu � - - - - - _ - - -- - - - - - - - m o °z o , } W A 3 _ � _ _ _� _ _ _ _ _ _ A zo OOK AND 5ERVICIff AREAI I V J I II V II 1 II N _ _ _ _ _ _ _ _ _ , � _ r CD 4 - I 22 - I - 8 - 1 = - - - - - - - » — co ,I- L: W N ® SEATING ARE Lu J - - - - - � - - - - r COm N Q Q � O ° W � 3 O I II _ - - - - - � z - - - _I J � / 1 r 6 2 - � - - - - - - - - — J Q T - - - - - _ _ _ _ ❑ 0)o a ��/ _ (n a cc cc D C N T. KITCHEN - - - - - - - 4 - - - - O CO) Cn 16 - - - - - � - - - - _ E > (D cc 0 0- Ir- - -1 z: < Ln �o RESIT. 2 — b o w = cn C) — - - - - - - - - - - - - Z �} r c� 0 o Q D 31_ 1 II El El 4 -�j Q � v V - - , - - - - - - - - - - - - O Q cz COLD 3 DESK AREA , Q O 7 z 17 0 � �- w I �a NOT "THIS DOCK TO REMAR(D LINKED I / T Al' Y TIME THE B ILDING S OCCUPED Z > �9- 1 • O • 2 a oa o WINE SODAS ELECTRI p> TILITY - �j'-Q" 0 u " Qm -, o O O ORAGE RO M 5 _I j = _I -' } O N- T O (� O N CEO � ♦R I o I 0 EXIT a oa o - ° v 1 N U O N � Q z - - - - - - - - - ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a LJF \� -� G' 1 0" ' OII_/ 11 qI-Gj11 9'-611 6'- 1 O11 J I-011 } (� ILL i �j / b �I ~ � �� U I w � m AIR � � �� ' H;V N - - j � LLI w '-0" 1 2'-6" 5'- 1 1 " 8'-0" 3'- 1 " 6'-0" 4'- 10" 4'-0" 3'-0" 8'-711 9'-4" � z 0. 241-711 431_511 W Lu o U Q W < W 781_211 Z z U o LU Q o B w PLAN NAME a co Q FLOOR PLAN z 0 co F LOOD FLAN w ❑ JOB No. DATE vi 0 z 026-16 12-02-20 a SCALE: 1 /411= 1 1 o SCALE PLAN No. w CD 0 w o 0 B DOOR SCHEDULE WINDOW SCHEDULE Q o � rn — N r SIZE (E) TYPE REMARKS SIZE (E) TYPE REMARKS z cM 00 Qj 6'-0" X 7'-0" ci PRIVACYBL DOOR OCK DBL GLLAMETAL. OSSw/ NTH PANIC HARDWARE ❑1 4'-6" X 4'-0" TEMPR GLASS FIXALUMS UM DOW coO Z a a a a a a METAL. WOOD W/PRIVACY © 3'-0" X 7-0 LOCK LOCK DBL GLASS PRIVACY LOCK DOOR ❑2 2 r r- 00 00 rn O �3 3'-0" X 7'-0" WOOD DOOR PRIVACY LOCK DOOR ❑3 Lij W p - - - - } � Q N_ N N N N N co DBL SWIM WOOD DOOR Z in � 00c\j N r ON CO c 0_ D_ D_ D_ D®D_ D_ D_ D_ D_ � ® 3'-O" X 7'-0" WITH WINDOW PRIVACY LOCK DOOR ® a � � N O N O w T T -� 2'-8" X 6'-8" WOOD DOOR C) z a a a a a a �/� \ METAL WOOD DOOR r © 3'-0" X 7'-0" NTH PRIVACY LOCK II II II II II II II II II II II II / // / �/� p /7\ FULL LOUVER SOLID INTERIOR SLAB C) / ,7\ /� p7 z'-o" x s'-e" CORD WI N SOW NOTES ¢ C) °F ; LOP P1l5 //' /l' / l y� , RESTAURANT TOTAL = 2,43G.00 SQFT 1.ALL WINDOWS TO BE LOW"E"GLASS L X c ,, ^ RESTAURANT SCHEDULE AREAS 2. WINDOW SIZES INCLUDE FRAME. L �z cO 3. WINDOW SIZES ARE APPROXIMATE ONLY. GLASS SUPPLIER TO FIELD m = SEATING AREA KITCHEN KOOK AND DIMENSION ACTUAL SIZES. O U �� 4. GLASS SUPPLIER TO PRONDE ALL DETAILS TO OWNER FOR APPROVAL PRIOR °p„ /, // // // \ �/� AREA: 1,259.00 S.F. TO STARTING THIS JOB. W = >Q 12' HIGH CEILING PREPARATION AREA = U LOAD OCCUPANCY: 1/15 = 84 AREA: 534.00 S.F. NOTE: F- () Q O ,/ / 12' HIGH CEILING 1.- ALL WINDOWS ARE EXISTING Z 8 (n z U 00 II II // / / // // LOAD OCCUPANCY: 1/200 = 3 O «f W Q O /, RESEPTION AREA w Q Q�U" s�Op�„e_ l/ AREA: 48.00 S.F. STORAGE =U 12' HIGH CEILING AREA: 31.00 S.F. LOAD OCCUPANCY: 1/3 = 16 8' HIGH CEILING KEYED NOTES N Q Q d w O RESTROOM FEMALE COLD ROOM DESCRIPTION w Q Roof O O AREA: 163IL .00 S.F. AREA: 47.00 CEILING S.F. m I\ ® - - - - - - - 8' HIGH CEILING a' HIGH CEILING O1 WATER CLOSET Q C OFFICE AREA AC RESTAURANT _ _ _ _ _ _ _ RESTROOM MALE DESK AREA O LAVATORY U) - AREA: 164.00 S.F. AREA: 17.00 S.F. p rt�l _ _ _ _ _ _ _ 8' HIGH CEILING 8' HIGH CEILING O3 TOILET PAPER HOLDER Z LOAD OCCUPANCY. 1/100 = 1 Q ® - - - - - - - WALL TOTAL AREA 4 GRAB BAR U) ® - - - - - - - ELECTRICAL ROOM O z _ _ _ _ _ _ _ AREA: 123.00 S.F. AREA: 13.00 S.F. O I I I I AC RE5TAURA T AC RESTAURAN = _ _ _ _ _ = 8' HIGH CEILING O AC UNIT AND FURNACE z • _ _ _ _ _ _ _ _ A Iwww I = _ _ _ _ _ = UTILITY ROOM � WH WALL LEGEND AREA: 12.00 S.F. DESCRIPTION p - - - - - - - - 8' HIGH CEILING p • 06 = _ _ _ _ _ = KITCHEN TOTAL AREA= G74 SQFT PARTITION WOOD WALL 2"«s"�1s"D.C. a co ® - - - - - - - RESTAURANT TOTAL = 2,43G.00 SQFT WOOD FRAMING WALL 2"x6"�1s"D.C. � ONE HOUR FIRE p AC RESTAURANT AC RESTAURANT - - - - - - - TOTAL OCCUPANCY = 104 LU � B GENERAL NOTES O OFFICE 2 STORY TOTAL = (554.00 SQFT z _ s s�°P_18„ OFFICE SCHEDULE AREALU NOTE: ALL GENERAL NOTES MENTION ALL EXISTING COMMENTS, � U OFFICE I H.C. REST. I THIS PROJECT IS NOT GOING TO HAVE ANY MODIFICATION OF LWL EXISTING BUILDING WILL BE US AS IS. L u UNIT. PROFESSIONAL OFFICE AREA 67.00 SQFT T- AREA: 787.00 SQ.FT. LU DOWN 9' HIGH CEILING 8' HIGH CEILING 1.CONTRACTOR TO VERIFY ANY DISCREPANCIES WITH ARCHITECT, Y STAIR LOAD OCCUPANCY: 1/100 = 8 BEFORE COMMENCEMENT OF WORK. ARCHITECT WILL BEAR NOEll Q EXPENSE OR RESPONSIBILITY FOR CONTRACTOR'S FAILURE TO DO I OII 241_gll so. OFFICE TOTAL OCCUPANCY = 8 a 2.ALL DIMENSIONS ARE TO FACE OF FINISH WALL UNLESS NOTED = RESTAURANT TOTAL OCCUPANCY = 104 OTHERWISE. U7 _ U) 3.EACH UNIT HAS ITS OWN INDEPENDENT HVAC SYSTEM. TOTAL PROJECT MIX USE OCCUPANCY = 1 12 O U co z elf Roof KOOf PLAN w � � . • ❑ O w � -®_ _ n _ _ n _ _ n _ _ n _ _ n� n _ _ n _ _ n _ _ n _ _ n _ - n " ' OFFICE SPACE SHALL BE GROUP B OCCUPANCY = 8 ~ Z SCALE: I /8 = I � LL � Q I �j O � JW = W Q z = W co 2E 06 O a V SLO I/18" ' / ' ' ' / /' / / /' yy\ / SLOP / 8° / / / / , / / , / / �/ < I- M /- Q O 7 0 f_In 32 -7 241_211 Q I_r 11 w J U J ' , //, // , / , w � 141_OII 71_011 / / / , / , , , � LU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/- - - - - - - - - - - - - - S�O�'� ' ' / /' /' / /',' / /' \ \ / J� � �,� / 1 0Q - - - - - - - - - - - - - - - co co o6 a S) H .C. LEST. 1 I I SRO / / /',/ � o I LU Lu F- O �F O z a1-- z 4 _g 0 c� cn Lu o � N c ROOF T Z AC TfFICE AREA = r o 00 rn N Q - - - - - - - - - - - - - - - - 0 Z Q co w AC RESTAURANT cc Q c) — - - - - - - - - - - - - - - - - - I I I - I - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z 0)o a - - - - - - - - - - - - - - - - 0 p cc H m N OFFICE I I N - - - - - - - - - - - - - - - - b V� (� 0 � Cn Lu I I = 0- - _ �D � � � 0- AC Wog ACRESTAURA T RESTAURAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r C) � Oo Z (� I I - - - - - - - - - - - - - - - - — Q � /R U I I - - - - - - - - - - - - - - - - _ O v r ' A I - - - - - - - - - - - - - - - - I c,ac —I - - - - - - - - - - - - - - - - - " �� W I❑ - - - - - - - - - - - - - - - - Q Z� u Q m I . 0 00 - - - - - - - - - - - - - - - - } r0 V ' o D_ I I - - - - - - - - - - - - - - - - p O N Z T V T AC RESTAURANT AC RESTAURANT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Q0 M 4 _ I - © I - - - - - - - - - - - - - - - - 0° � Ill - - - - - - - - - - - - - - - - �- 0-4II I_ II I_ II 21_0;1I LU b b b b `V J Q I I I H Z w Z I II TERRACE _ OFFICE ENTRY I -� 5LOP I/18" SLOP 1/161, < w O LLJ 4 O OP I/1 8 I r� �17 I I I p z C) LLI PLAN NAME DOWN 32'_5" '�'_2 ' 0 2ND FLOOR PLAN cr) STAI R z 8� ROOF PLAN z c9 81_4II w 3 21_711 p JOB No. DATE 6 QI_OIL gl-�II 2 N LO O I� LA N 026-16 12-02-20 p SCALE PLAN No. SCALE: 1 /4"= I ' Lu U) w H O O w (3) N N � r O O Q d1 N N O d7 O N17 z r Cl) 00 Lu co 0 z aaaaa 1 a 1 10 J R.L. 29' - 9" _ > co NUJ I o o N N N N } � N N N N N N U Q r o CID Z N N N O a T M N co N LO 0 z aaaaa a } Q X z co 0 LLL _ cn H Z � LL LL C(.0o U L O CO = DBP.L. 22' - 4" _ = Q<m� ~ U morn 5 _ -' o e 06 UJ •CD12 LLLLLLLLLL - 0 Q >OU rn %-- LLLLLLLLL O7 w Q 2 5 LLLLLLLLLLLLLL 12 ' E N Q CD z = LLLLLLLLLLLLLL N w o Q 0_ 1 LLLLLLLLLLLLLLLL > N PARAPET 3 _ m � 00 J ' PARAPET 16' - 4" _ PARAPET 3 PARAPET 12 _ U) _ o - Q co (0 a LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL i 5 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLIlLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 15 / k ' w� 07 LO O�_�3 F.F.J. O F.F.J. 13 rn 0 O 11 1 1413 1 N Q W 00 °O I 15 LATTICE OP PATIO 11 - N co o p N w 0-)O ' ' o' 1 — w EO 11 z = C0 CD W U — w O a w Q co O 7 M �'-G O $ _ $ O Q i 00 00 00 u = U z w � 0'-00" F.F. 0'-00" F.F. o � • o Q w t= z � ¢ � w O ELEVATION ILL AVE . uJ ISONT = w ELEVATION PLAN KEYNOTE Railing drawn using aluminum casting and = w aluminum extrusions with iron Advanced Foam, Inc. U uJ 1 3 8" 3 Smoother Plaster Genesis EasyInstallation Smoother Plaster Pro 14 FOAM MOLDINGS / Decorative Iron of North Carolina, Inc. BBBA® 1745 W. 134th St. W 2 • Revealed Edge Lay—In White Ceiling Tile / Ceiling .s O Panel, Sample (12" x 12" Sample) or SIMILAR Accredited Business Seal BBBA®Accredited A+ Gardena, CA 90249 Q U SCALE • 1 /4" I ' Rating Email: edfoam.com ui Surface Substrate must be sound,dry,clean and Deck Railings, Scroll Work Railings, Balcony Email: info@advancedfoam.com HANDALSTONE free of oil,grease,mildew and Preparation Railings, Cable railings made in U.S.A. O www.handalstone.com efflorescence. Product, air, and surface g g Phone: (310) 515-0728 Q —F Product Code: WS5 Lifetime warranty. Best quality guaranteed. Fax: (310) 515-3548 a temperatures must be maintained at a minimum Window Sills of 13 °C (55 'F) throughout the finishing E process. New Drywall—Treat all a Model: M517-8—RR joints, fasteners, and accessories with a 10 ClayLite — Viejo Blend 15 BEHR MARQUEEO Exterior Flat No. 4450 Z v 4 Condition: Good recommended CGC/SYNKO Joint Treatment SKU: 2UNDU6084 For a classic, cultivated look on your w J Color/Texture: Paint Grade System.Fill all nicks,voids, and gouges with joint ClayLite Tile is designed specifically for the exterior walls, choose BEHR MARQUEE w reroof market, weighing less than 600 Exterior Flat paint. This gorgeous low—lustre w = compound.A minimum Level 4 wallboard finish is ( recommended. Refer to Gypsum Association pounds per square, and do not typically sheen is available in a sophisticated palette a cl Q 4 STEPS. SHOWN FOR CLARITY publication GA-214, titled; "Recommended Levels require structural reinforcement. ClayLite of 64 exclusive colors, and it minimizes Q v offers the superior performance, esthetics, minor surface imperfections to bring out } of Gypsum Board Finish"or ASTM P P P g m CIO o J HANDALSTONE www.handalstone.com q and kiln—fired color pallets with as much as the best in wood and vinyl siding as well od M C-840 equivalent for a detailed � description. Concrete & Plaster—Concrete and 40% less weight as brick, stucco and other masonry. a Q Product Code: WS3 P w O o , Q Window Sills plaster surfaces should be thoroughly dry before X � � painting. Concrete surfaces should age at least 16 ANTIQUE ENTRY w a 11 WOOD BEAM SEE CONSTRUCTION G� �P 60 days before finishing. Remove all form oils Y Q � 1 ,t 6 9 and efflorescence and rind down form lines. Fill DOCUMENTS WITH OTHER PERMIT 212-461-0245 212-913-9588 Oa d- �7 * S Place of Origin: // SalesC�ancientsurfaces.com Shandong, China (Mainland) cracks and holes, and level concrete surfaces � O Antique Flat Wall Stone Cladding w 29 - 9 Brand Name: Huamei with Setting—Type Joint Compound a Model Number: Gypsum Plaster Cornice 12 Cement Tile — Pattern: El Fenn Black w v Material: Gypsum O Materials O z Product name: Decorative 3D Gypsum Cornice Moulding 17 Milgard Windows & Doors Color: White cement, encaustic, concrete z = Application: Decoration Dimensions Q Certificate: SGS,SONCAP,ISO9001:2008 Length: 8 Inches; Width: 8 Inches Oz O Insulated Structural Roof (, 0 Width: 94/116/127/136/159 mm and so on Handmade Encaustic Cement tiles imported. 18 Panel o = O Length: 2300/2440mm Tiles are 8"x8" (5/8" thick) black and white cn 0 C) " 0 Characteristic: "Zanzibar" pattern. Tiles are very durable p � N Artistic and Excellent In Appearance and can be used indoor, outdoor, floors, walls and showers. r m a (n r C\1 O N Q HANDALSTONE O O J Q C� III 7 13 PAINT GRADE" W www.handalstone.com cc V T 22' - 4" Product Code: COL1 Q T Columns r Z C>i lrl� HANDALSTONE o O r 5 www.handalstone.com O Q C N Product Code: WS12 �j y /R O O /n Window Sills I v f � V) 1 1 = � Q U 3 PARAPET � J Q W CD W U Z PARAPET 12 PARAPET 3 PARAPET r < O O _ = 0 �� v_ -' LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL� LLLLLLLLLLLLLLLLLLLL LL LLLLLLL ' O a Q X - 3 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL LLLLLLL / J N ¢ O W O7 - LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_CELL LLLLLLL _ a 13 4 F.F.J.N C'7 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LL LLLLLLL CY) 13' F. J. O a Z_0 O '/Q m 3 a �N� V _ 15 co 0 413 a 0 00}, � N / \ 3 - o cc O N_ Q N O ' CD V LL 00 w C9 C'7 a N 9 _ a- w ' 4 7 2 ' w Q co z p ¢ O 1 _ CO i _ w ' �O o v J ° 00 00 Q O o U LL w PLAN NAME 0'-00" F.F. 0'-00" F.F. NOTE: o IZZZZ� LOCATION , SIZE, COLOK, MATERIAL AND z ELEVATION FROP05ED 51GN5 15 CONCEPTUAL AND WILL, f RONT ELEVATION 5AN 13ERNARDINO AVE . BE SUBJECT TO A SEPAf�ATE PEf�MIT. z JOB No. DATE 026-16 12-02-20 Q a SCALE PLAN No. SCALE : 114" : 1 ' w 1 /q r0D 0 0 w o 0 H N N U) 0 O It a) O N 7 z r CO 00 Lu co UJ w 0 0 0 0 0 0 } N N N N N N F.R.L. 29 - 9�� U a 00 r o co Z ❑ N N — N O a_ T N W N LL0 91_�+11 W O T O T O vv U z c� r� �n co v7 �y �+ 81.211 — �I _�dl } LO 21_911 Z U I I a X J M o � u7 cn H �Z � B Do 2 0 L L_ ri o U r`rn LL 12 _ _ = > a DBP.L. 22' - 4" co _ o } 0 w vo 0 - ® 12 �,r� N ❑ 06 Q 0 U a� 2 U LLLLLLL CO - w N a o Q a LLLLLLLLL LL 1 11 _EEEEEEEEE LLc �� i �� - - - - - - - - Cli LLLLLLLLL- LLLLL „ MAIN(N ;�'AREA i „ n- n -n n n n n n n n m o0 61.31, L _LLLLI I I I I I LLL 3 N „ „ - ii �\ 17 3 1413 - �i , ii� ��,� Z i, , APE 1 13 PARAPET REOEE ON AREA ,� •rn PARAPET 16' - 4" n z 5 �0" � // ,// ii //--/7,0 o � - LLLLLLL 1 LLLLLL LLLLLLLLE LLLLLLLLLLLLLLL - 11 �� ,�� i� w • • LLLLLLL LLLLLL LLLLLLLLL LLLLLLLLLLLLLLL 11 ArINGAREA 12 i, i ,, i,j � O7 ' LLLLLLL LLLLLL LLLLLL LLL LLLLLLLLLLLLLLL ' 1 �� i, ��i ,, o CC N M E LLLLL 2 LLLLLL LLLLLL LL LLLLLLLLLLLLLLL 15 M 0 4 5 6 13 0 CID � F.F.J. 13 �, / `� rA U 12 31_0n 31_011 1 12 1 1 U) o 2 ' LATTICE OPEN PATIO 11 = _ _ _ _ = 0 0-) O 15 - - - - - - Z _ O - 31_�11 191_� 111 31_ A 3 = _ _ _ _ = A W c� �} I �} 0') w LL — (0 SEATING AREA — ____= Q' LU Lu O - - - - - - _ KlTcneN 16 J 7 El El _ O - O O 4 \ COLD DE5R AREA = Z �, ROOM O U 7 co 0 WINE J i d SODA ELER�COTRIM ROLITY w Y • • a - - - � 'U - - - - - - - - - - - - - - - - - z0 Q 0'-00" F.F. L42 12 0 } 12 0 F.F. - - - - - � Z W �B J Z J W ELEVATION ON CORNER " All I I I Q LU Z = W U2 us O • a U Ow a = 5CALE : 114" : 1 ' a-< ° � = O :5a � U W J 2 J uum Q ¢ } 0 QV JQ� J F.R.L. 29' - 9" Cn a 06 � o Q ,_^ U W CI v>6 W of `� 9bn 8'-211 ELEVATION PLAN KEYNOTE � a S aluminum extrusions with iron O O Railing drawn using aluminum casting and � w 21—911 3/8" 3 Smoother Plaster Genesis Easy Installation Smoother Plaster Pro 14 FOAM MOLDINGS Advanced Foam, Inc. _ Decorative Iron of North Carolina, Inc. BBBA® 1745 W. 134th St. O Revealed Edge Lay—In White Ceiling Tile / Ceiling Accredited Business Sea IBBBA®Accredited A+ Gardena, CA 90249 O Z 12 10 Panel, Sample (12" x 12" Sample) or SIMILAR Rating advancedfoam.com z = 1 Surface Substrate must be sound,dry,clean and Deck Railings, Scroll Work Railings, Balcony Email: info@advancedfoam.com Z M LLL — HANDALSTONE free of oil,grease, and Preparation Z O 6 9 P Railings, Cable railings made in U.S.A. Phone: (310) 515-0728 0 � 1C �� www.handalstone.com efflorescence. Product, air, and surface Lifetime warranty. Best quality guaranteed. V _I ;—4 Product Code: WS5 Fax: (310) 515-3548 N ❑ Z p M DBP.L. 22 - 4 temperatures must be maintained at a minimum w = r. N CM 12 V 5 —' Window Sills of 13 'C (55 'F) throughout the finishing � � M r 1❑ process. New Drywall—Treat all 3/8" 3 Smoother Plaster W O r--� N Model: M517-8—RR oints, fasteners, and accessories with a 10 ClayLite — Viejo Blend 1 BEHR MARQUEE®Exterior Flat No. 4450 � N C� _ LLLLLL 5 5 Condition: Good recommended CGC/SYNKO Joint Treatment SKU: 2UNDU6084 For a classic, cultivated look on your O m ' LLLLLLLLLLLL Cla Lite Tile is designed specifically for the exterior walls, choose BEHR MARQUEE O Z LLLLLLLLLLLLLL — 5 Color/Texture: Paint Grade System.Fill all nicks,voids, and gouges with joint y 9 p y Q M ' com ound.A minimum Level 4 wallboard finish is reroof market, weighing less than 600 Exterior Flat paint. This gorgeous low—lustre � r N EEEEEEEEEEEEEEE 3 P � U pounds per square, and do not typically sheen is available in a sophisticated palette a T EEEEEEEEEEEEEEEE recommended. Refer to Gypsum Association P P q YP Y P P = L , i i \ 4 STEPS. SHOWN FOR CLARITY require structural reinforcement. ClayLite of 64 exclusive colors, and it minimizes publication GA-214, titled; "Recommended Levels Z C6 � of Gypsum Board Finish"or ASTM offers the superior performance, esthetics, minor surface imperfections to bring out ❑ O)O Z and kiln—fired color pallets with as much as the best in wood and vinyl siding as well � C N HANDALSTONE www.handalstone.com C-840 equivalent for a detailed O a ' description. Concrete & Plaster—Concrete and 40% less weight as brick, stucco and other masonry. O O ♦^ PARAPET 3 1 11 RAPET 9 Product Code: WS3 P' U a) 2 — _4 O Window Sills plaster surfaces should be thoroughly dry before I E z 1 13 painting. Concrete surfaces should age at least 1 ANTIQUE ENTRY J (>� W 11 WOOD BEAM SEE CONSTRUCTION N Q 5 — 60 days before finishing. Remove all form oils DOCUMENTS WITH OTHER PERMIT 212-461-0245 // 212-913-9588 v J � Q W 6 Place of Origin: and efflorescence and grind down form lines. Fill �\ — (� I ❑ So les®ancientsurfaces.com Q Shandong, China (Mainland) cracks and holes, and level concrete surfaces = (n U I _ � Anti ue Flat Wall Stone Claddin U O7 Brand Name: Huomei with Setting—Type Joint Compound q 9 1413 CM 1 13 M 1 M N Model Number: Gypsum Plaster Cornice 12 Cement Tile — Pattern: El Fenn Black � O O 9 9 F.F.J. 13 YP ❑ 0 06< Material: Gypsum a V � ♦ N Product name: Decorative 3D Gypsum Cornice Moulding Materials Milgard Windows & Doors O (� V Color: White cement, encaustic, concrete a''F Dimensions � � � Application: Decoration Q �� Certificate: SGS,SONCAP,IS09001:2008 Length: 8 Inches; Width: 8 Inches(V Width: 94/116/127/136/159 mm and so on Handmade Encaustic Cement tiles imported. 1 g Insulated Structural Roof Panel 0 r ^> W N Length: 2300/2440mm Tiles are 8"x8" (5/8" thick) black and white = Z U Q Characteristic: "Zanzibar" pattern. Tiles are very durable _O Artistic and Excellent In Appearance and can be used indoor, outdoor, floors, walls and showers. 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SAN BERNARDI NO AVE Q ° Q c%� W I O J m QU r r' Q 0 Q cc co F- CO Q JZ3a r � � 00 z No � a 0 < cc DQ� f 0) cz Na_ o ,� LL � W Z� 0 O 0° M O N _ � o � 00 � 0 oN . a z T = 0 } v LrnvL' 0111. 0- co LLJ ' k _All 71 LU z � cn z Q ) 4 O PLAN NAME a_ . , 00 PERSPECTIVES -s# z DESIGN REVIEW FOOTHILL W 4 i AVE, C JOB No. DATE z 026-16 12-02-20 SCALE PLAN No. PAKr\I N G VIEW — - co = NON SCALE O O w N N I-- r O O ¢ C N N 07 ❑ O � O N � PLAN KEYNOTEDE51GN REVIEW � ° zaaaaaa 00 � . !�? . 3/8" 3 Smoother Plaster U) W w o 0 0 0 0 0 1 3/8" 3 Smoother Plaster Genesis Easy Installation Pro Revealed Edge U ¢ N N N M o coLay-In White Ceiling Tile / Ceiling Panel, Sample z ❑ _� N N - N O (12" x 12" Sample) or SIMILAR CHAGO TORTA5 AHOGADA5 RE5TAURANT a M N o r o U) MATERIAL E30ARD Lu z aaaaa a } z O M www.haSTONE ndalstom L X O LO 6 Z Product CodenWS5 u~j Window Sills co U *k p W ~Lo - - -- - - - 2 = >U�Cfl O 06 3 Model: M517-8-RR w Q Q U Condition: Good �. � =U Color/Texture: Paint Grade N Q Z = � NN O m < 00 4 STEPS. SHOWN FOR CLARITY J HANDALSTONE www.handalstone.com - 1 - U) Product Code: WS3 - ❑ Window Sills 3 a • 10 Cl) Place of Origin: 12 0 Shandong, China (Mainland) f Z • Brand Name: Huamei e, w •`\ LO Model Number: Gypsum Plaster Cornice 6 6 �1 �O Material: Gypsum =r o • op Product name: Decorative 3D Gypsum Cornice Moulding ' - 1 3 12 1 w 00 Color: White ����� �._• 18 + 17 5 ¢ Application: Decoration _ �, v Certificate: SGS,SONCAP,IS09001:2008 : ' 6 ,.• p Width: 94/116/127/136/159 mm and so one w Length: 2300/2440mm _•• -_.__ - Lu 17 5 173 3 0 Characteristic: Z'=. HMo&STONE _r_ i - � 0 Artistic and Excellent In Appearance - z = PP _ 13 3 13 3 E I mo~:I Lu U 7 HANDALSTONE ""`- . .• ,L _ J LL www.handalstone.com 12 Product Code: COL1 15 Columns " A 1Lu 4 # w 12 f w HANDALSTONE v 14 1 -4 www.handalstone.com — Product Code: WS12 . 18 _ Window Sills r 11 � _ 1 Railing drawn using aluminum casting and _ 7 1 - I Z J l aluminum extrusions with iron 1 3 6 0 U Decorative Iron of North Carolina, Inc. BBBA® x co •, 1 z Accredited Business Sea IBBBA®Accredited A+ - _ 1 �' 1 Lu Y • • \r A. Rating - •► 1 2 19 1 1 7 1 0 0 Deck Railings, Scroll Work Railings, Balcony .ice _ 7 ', w Q Railings, Cable railings made in U.S.A. } ,, - Lu Lifetime warranty. Best quality guaranteed. .' �' z r LL . 0 AL ClayLite - MIRAGE 5 -i _ a . J Z SKU: 3242 TERRACOTA CREAM GRAY FLASHES Lu ClayLite Tile is designed specifically for the r � w reroof market, weighing less than 600 t = A pounds per square, and do not typicallyM I• �` 11 , 1 ¢ LU z require structural reinforcement. ClayLite _ _. U) 2 offers the superior performance, esthetics, • - r. .6 O • and kiln-fired color pallets with as much as j - .0 ¢ 0 40% less weight r Q = of #3292 ,: of Terracorra/Cream,Gray Flashes O 11 WOOD BEAM SEE CONSTRUCTION - a DOCUMENTS WITH OTHER PERMIT 0 Cement Tile - Pattern: El Fenn Black ~ U z w J Materials + w cement, encaustic, concrete i * - w C) Dimensions AL Q = GeN� !'L� Length: 8 Inches; Width: 8 Inches - U v JQ� Handmade Encaustic Cement tiles imported. 06 U) r7 i Tiles are 8"x8" (5/8" thick) black and white ■ ■ * a ¢ m � "Zanzibar" pattern. Tiles are very durable 0 Q y vy I }. and can be used indoor, outdoor, floors, walls and showers. AL w � PAINT GRADE" 4 P O LL �: O 1 LU w U 14 FOAM MOLDINGS Advanced Foam Inc. � O 1745 W. 134th St. O z Gardena, CA 90249 } w advancedfoam.com Q Email: info®advancedfoam.com z O Phone: (310) 515-0728 0 ~ Fax: (310) 515-3548 AIR VIEW PER5PECTI VE FOOTHILL AVE. AND SAN BERNARD I NO AVE. � o 0 r. o "t H sw 9oss r m m y T C) z 3/8" 3 Smoother Plaster 0 ~O01-01 Q M Q BEHR MARQUEE®Exterior Flat No. 4450 TOUCH OF SAND W Li For a classic, cultivated look on your (199-C7) Z J r exterior walls, choose BEHR MARQUEE Q U T Exterior Flat paint. This gorgeous low-lustre - - - - - - - - r U) Z a sheen is available in a sophisticated palette 101 ❑ 07 p Q of 64 exclusive colors, and it minimizes z � N minor surface imperfections to bring out O 0. ♦"� rR O O U) as the best in wood and vinyl siding as well I y V V as brick, stucco and other masonry. ' _ U W 0 J5a W � 1 ¢ 16 212-461-0245 // 212-913-9588 ENTRY11 - y� r U) o Sales®ancientsurfaces.com 17 5 ; 13 3 40 0 < U ¢ � C CZ Antique Flat Wall Stone Cladding Q .* y' dL Of__ffl}f 1 5 N a 0 �� X 0 � �� CW 1 5 _ 1 5 1 U = Q — G x4C. — 0 Q m 7 .... L.._ _J ►_� 12 0 cc U) ♦�R — 54— v C 0 17 Milgard Windows & Doors 15 {y 1 5 14 O 1 14 1 Z T Q - O c, 1 7Ire 1 w M U 17 _ - T r. 00 1 x a LLi Lu .. 17 2 2 1 Z Lu z _ O U on 4l 1 3 7 U) w Q 18 Insulated Structural Roof k f : { 0 U 0 MPanel fi - - �..�.__.,- ' Q O 0 w - of LL NOTE: a PLAN NAME 4T LOCATION , SIZE, _ ` Z MATERIAL BOARD COLORNATERIAL AND DESIGN REVIEW P RO P05 E D SIGNS 15 � t�Su�T� � JOB No. DATE CONCEPTUAL AND WILL 026-16 12-02-20 SYSTEMS � � BE SUBJECT TO A PAKr\ING PERSPECTIVE- -.- SCALE PLAN No. : w SEPARATE PERMIT. R X 0 0 Lu O N N r O O Q N N O It 0) O N 7: z r CO 00 co 0 Lu 07 w W CD O O O O } H N N N N N N U Q m m r O 000 Q N N (0N 0- °� o 0 0 z aaaaa a 4" X 8" BEAM 0 0X 1 4" BEAM Q X co SECTIONAL ROLLP-UP DOOR SUBJECT 2'_6" �� o Tco 0 O CITY PLANNER REVIEW AND APPROVAL 5 '-G" SECTIONAL ROLLP-UP DOOR SUBJECT ° a w�M°; TO CITY PLANNER REVIEW AND APPROVAL Z } e 0 z��� nnnnnnn °6w"aa o Q <z: 10'-2" — N qa- _j tD = 1 G. G"x8"x 101 CMU BLOCK 4" X 8" BEAM wco N� 811 07 G" CONCRETE o SLAB TYPICAL-----__c • MEDIUM BROOM o `\• FRONT ELEVATION co FINISH 14 6' �� o I I I Vq I I I I I co co U 07 0') W O� O W 4" X 8" BEAM PEDESTRIAN ACCE S W ~ " X 14'' BEAM 3' MIN _ WELD WIRE MESH w U BELOW RAFTERS x w W Q � J (5 3' 8'- 10" Q — c _ co I, FLOOR PLAN o 1012 AN DOOR uj Y elf 61_Q11 Q � • ((�� w a Lzz � a w O Ul­_ J z J W W = W REAR ELEVATION 2'-6" cot 00 • GI-Gil Q U ��jj (� w Q = I 51_411 - Elf H = o 4" X 8" BEAM ° Z X 1 4" BEAM w J W = m w �SJQCD 2 � � M 0 L 0 Lu Q y Ac w W �' 4' 1 01-2" s8 0 o 5 ' � U w _ HO Oz 4 ° z 2 z o 00 � CM N LATERAL ELEVATION omNz a O z a M W oc FOUNDATION PLAN Qv T r o � Z0)o • � z a 0 Q D � N v O O J � 0Ez W 4" X 8" BEAM (D Q J :3 Q W " X 14" BEAM r 0 00 Z 8"X8" X I G" CONCRETE 0Q (� a SECTION ROLL UP DOOR #4 0 VERTICAL BARS AT 24'' O.C. a � V BLOCK STANDARD FACE — LE BEND IN ALTERNATIVE DIRECTION IN WITH COLOR AND FISHING CV Q O �� w FOOTING TO THE MATCH BUILDING o Q Z� u 10 ' a m # 4 HORIZONTAL REBAR 0 _ co 0 AT 3 PLACES CONC. SLABS WITH o X G CUR U N #4 CONT. Q Z s o c� m a a T WALL DETAIL V 11 HORIZONTAL o N N U 6 3 CLEAR x 00cy) w IL � W W z z SECTION A-A WALL DETAIL z z < Lu o O J 0 Q o ° a- U u_ w PLAN NAME 0 0- TRASH Q z ENCL. co w 0 JOB No. DATE vi z 026-16 12-02-20 Q M SCALE PLAN No. w w W W W \\ W O PLANTING SPECIFICATIONS NOTES: O Foothill�ioulevard will be constructed in accord with SOIL PREPARATION LANDSCAPING W W®W W W pR \ the Foothill levard Visual Improvement Plan (available on the Planning Use only com[osed plant hums, no raw shavings. compost shall have been �O �p � Y/4 Department websit�. I .- Inspection will be performed by Department Representative at the W W TWI W W W ,Y W W W W W F W W p broken down by the following: W W W W W W .1Qo W W • \- W See Exhibit 5-2 of the Fo ill Boulevard Visual Improvement Plan for heat compost method resulting In a loose friable hums compost . Steer g' W W W W W W W W W W W W WI o W W NF8 \ W required design post and cable treatment. -Upon completions of finish grade; soli preparations and final rake out 4 O \ manure shall also be composted if used in mix. ❑ 2 W Utilize Historic Post and Cable Roadwa afety Barrier (Approx. GO I in Rate: I .75 cy.yd. compost per 1000 sgft. add granular slow release -When trees and shrubs are spotted for planting with one example of planting 04Length) \ fertilizer as Agriform I G.7 I I at the rate of I Gib. per 1 000 sq.ft. work i hole for trees and shrubs. Provide samples of plant fertilizer. W W W W G 1 W W � W \ to top 8" 10" o loll. -Final completions when planting and all other specified work has been W W W W \/�� W W\ \W W AP / 4 - 0. W � ' completed. W W 9,0" o W ? o W W W W W W PLATING 2. A 24-hour notice shall be given prior to anticipated inspection. Contact the W W3�/ `, W W W �` W W \ \ Prior to planting the soil should be in a friable condition and most to a Landscape Section W W W W W W --MIIVJJ cl� of 12". be sure Trees - Use minimum fifteen ( 1 5) gallon trees or corresponding trunk caliper and wate�tollowing planting with -in 30 minute lapse time period. size,based on tree species. BACKFIELD \ Shrubs - Use minimum five 5 gallon shrubs based on shrubs ecies. Fill around planting not .q�red. If used MIX should be same as used In soli \\W I o preparation. Omit Landscape design standards play an important role in the City's water conservation W W _ Z , Z _ W W W W W ^ fertilizer efforts. New public landscapes within Rancho Cucamonga are deslgned to provide W W W 79,0,E 3 G W ` .� =�W W W W W �6- W W �'' O \ \ aestheticall leasin ark or streetsca e while minimizing the water re uired to \•J�(�-�'/`�) h TOP SOIL y p g p p g q `O I W /�'�J W Soil if Imported shall be viable , friable loll free of n\Ial type weeds maintain the landscape. These standards include a requirement that new public W ` I W W �D-��Y- - - 1 W `� W S,pII ,0, 29 I�2,, .W - �_ W T�I W _ - W and free of toxic residue with a PH range of G.0 to 7.0 landscapes, excluding City parks, include embedded rock cobble covering 40% of IOW TF W W \; W o MULCH the landscape area. This provides an attractive area that reduces water used by W 4 28 I o� W W - W -W W W o Mulch all planting areas with shredded tree or plant material product .Do 40% compared to a completely planted site. W l/�.` W W � _9T _�T � W _ W W�W W �J I W W Cv W -W - -W W W\ W not use raw shavings W 27 Re W W W IWI W - W W W , San Bernardino Valley as "...in certain ways an alien place: not the coastal California W I W W W W W ,o W walnut,eucalyptus or redwood material. of the subtropical twilights and the soft westerlies of the Pacific but a harsher W W W.�/ W W Cjj W W\ W LAWN W 26 W = W W W W W\ ; W California, haunted by the Mojave just beyond the mountains, devastated by the hot \ Soli shall be prepared to a viable and friable condition and moist to depth I W 19,0 \ W W / W W W W W W W W W W W dry Santa Ana wind that comes down through the passes at 100 miles an hour and I � W J O �\ I 25 o W W _W W W W W W W �"� W ` W of 8' See shall be works on the nerves."W W W • \W Marathon II or III at the rate of 5 I Ibs per 100 sf W W W W 24 ^O W -� -W �•- �_ \ \ W W I Hand seed W W W WOO W I W W�_ �\ W W The San Bernardino Valley encompasses one of two drainage basins of the Santa I o W W W W0 W W �� W - �- W pF �1 \ W 2. or Hydro-mulch at 2000 Ibs per acre rate . Ana River, the Inland Santa Ana 5a51n.[71 Underneath the surface area of this O 23 \ © \ ((�� \/ T,I \ W - Y -� -W -W_ -Y_ W_ Y_ Y //\ W W drainage basin, which takes excess rain water out of the valley, are several large W 6 0 22 , W � W���� N 14�9/ W W W W W ground water sub-basins, which capture water in aquifers underground. Designated W 19'-0" 25'-0° ground water sub-basins W W W W W W W W W W W W MAINTENANCE OF LANDSCAPE AND SITE W �.1 _ _ - o W I W Maintain landscape free of weeds and grass invasion as Bermuda grass � W1 7 I I � 21 N�� W - W 0 W W \ W O. W W I LOT -°� ' " WW- �'- �� - - W W -,- `�' ' W \W W Site- including landscape and parking area shall be maintained free of litter and in W W G a.-F W W W J 11 -0 W W 11•Y- Y W W W - -p W�W LOT 23 W W-W W W W W I LLLLLLLL �W1�5W W W � `AJ W�WW W v W W - ^ W �C W W W W good repair oo W® Z I W LLLLLLLL �1y - �y - -O- Plant material shall be allowed to grow Into a natural shape- do not shear shrubs or ..\f I - LLLLLLLLLLLL I I n W n W ill I I - W W I b D t�tt�t 0 stub back or thin more than 3 of tree. Drainage where water 15 not channeled LLLLLLLL I W W W I O I - - - �, I 1 1 � ''1I I I WI I WI I 8 50-0 � (V10 �/ W W W W W W W W II* (�yW///�- ` W W W W W I 0I�.(y J, /� �O // //\/7Y'_ _ _ `O ` O �D NOTE: W O - L 5'-811 '+' W/, // W,/' �/� �' 1 W W ` . -1 � * , � d - /'0,, All indicate Landsca e areas will be done with zerosca e for minimum water usage, a I 201-011 (� M //W W /,W •K �W II '� O W W W. W W W p p 9 I �. 61_OII I !' ;l ; /� ;� /l1 ! _� _W W \ ; automatic drip system be designed and installed by qualified contractor to submit 5'-911 ❑� 20 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ /W ;;'W //W /�W �/ W� aW W_W W_ _ plans for approval by the Owner and Architect prior to the awarding of contract for 9 _ ' 1 11 - - - - - - - '32f:6'- - - - - - - - - - - - -� '34:�, /L '/W /w/;//W ',,� `W -W- - -�- installation. W W W 0 O 0 I O 19-0 I I / G/ ,/ ^ .1� W W ;1 -1 II W / W,/ %/ -©_Y J1� "NI `aN/ �� W W II W W - W W I W W W W W W LL Landscape design standards play an important role in the CIty's water conservation LLLLLLLLL W W W -Y.--4�- - W _W ^1 W W W W W LLLLLL I I II �.1 _ ����QQ��1II LL 1 g II W W W W W W - W WT W W W W 7 LLL.LLLL efforts. New public landscapes within Rancho Cucamonga are deslgned to provide W� 10 26'-111 '-O' 9'-0" I I W W W _ _ W W `Oi /_�� - - - W - WW\��.-..!//�-L W -W `(-�WJ �._ �._ aesthetically pleasing park or streetscape while minimizing the water required to W O OFFICE Nil y W W W W- �Y . `✓ - W W�.Y rN-W��l- W `` r- -- T- -- T- --------- 1 11 19'-0" ---- ----- --- - ----- ----- - � � - � �� maintain the landscape. These standards include a requirement that new public I I I I I I 9-0 ap I W W W W RESTAURANT = - - -� W W -- J� � _ W- W- -�- W- J I I I W W W W W NII - :YLI w° � �1._ �. - �. I landscapes, excluding City parks, Include embedded rock cobble covering 40% of ' L----- --- -- - -- - -- ---�---- -- I I - - - o W O0 O -- -- W W W t AREA= 853.00 S.F II AREA= 2,456.00 S.F �O - -W W_ �. �._ �G -,� �. W- W_ _ =0. - I the landscape area. This provides an attractive area that reduces water used by . G r----- T ----- ----$-T ---- T-- ---T---- -� W W WT2 W W 40% compared to a completely planted site. I I I I I 1 n WO . 11 01 12 I I I WOW W aW II - - - _ R27-11 p P Y _ I 13 I �1.4 1 _ 11.6___ I _1__ 18 N L----- y I -� --- -- ---�---- -J W W W W _ _ = -W_ W_ ----- ----- - T- T _ T T _ W W W W P P I - W 71\W W W W �41.011 _ W W ® W t II = - - _ _ - _ _ _ _ Other elements of the deli n standards for new public landsca es include the Ip I I Q _ I I II O 1 W W W II W W W W- W- W- W - W -W -•Y -W - - W W J p p I 1 _I I 1 _I p I I II _I W " W W II w - -W- W - - - W - W-~ •!~ - - - W- W W W W 1 -----I--� -r--6}-L-- ---�---- -JI W - - - = - - - - - - - - - - = - - - J = =W W TWI - W -p VW_W LW _ - W following -- W ---__ ____ _____ _ ___ _ yr- W W - - - - - - - - _ - - 'I` *These of drought tolerant plant suitable for the environment T"}' r----- T t-T rT- T---- 1 I Ir W W � _ _W W A. � r - � _ W- W I � Ws -'� I I W-0 W_ W I i I I I = - - - - _t- - - - f W ------- W W W W _ _ _ _ -_ - - W I r u I I I I I I r� I M -+- W W �_ �_ _ 9 �W `/7�/J��J� 4 I ---�-- ----------�--J 1-------------------- t�-----�- � �1- �' - ____ ____ ____________________________ -0 _{ W W _ " o mulch n lace of understory ground cove � W W _ J--_ _J L--_ J -1--�'-- N W W V W Z T T S - W- � W W GG I L------ _____ _ -J_ _ _ ----- W W W W W W (.0 681 9_ „ - - • Smart" irrigation controllers that automatically adjust WY W W --- I _ W W W W W 1 II W - W - W - W W _ W _W W .-..� W W W � _� _.� .I� �. W '7// S, W I schedules based on current weather conditions. r/ , _ W W W -W V� _ _ _ _ _ `�' I -Turf Is minimized outside of City parks A � W W -/•W W - y - - - - s a/ _ _ _ "^ __ _ _ _ _ _ - W_ W 2-, \(L 11- 1_ `I LL`� T ITN/ 1 + 1y✓1_ I�`IS Strong central leader 0 �� _ W W W W W or full branching with y y y y o y y �� y y o W W W W Pliable trunk. Zo 0 Zo I I W W W W TYPE. of three (3) treated lodge pole 200 P ANT MATERIAL LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE NO.Pz. NOTES: stakes each spaced t. L � L n CONSTRUCTION NOTES FOR STREET TREES: outside of planting pit. TREES '\ I .- ALL CONSTRUCTION TYPE. of three (3) tire SYMBOL BOTANICAL NAME COMMON NAME MIN.GROW SPACE SPACING SIZE Ferocactus cylindraceus var. Shrub in container MATERIALS TO BE STORED IN I .- ALL STREET TREES ARE TO BE PLANTED or expandable ties. TREES a lecontei Barrel Cactus 5 GAL. 18 pv X = 4" 1 Gal. DRIVE AREA DURING IN ACCORDANCE WITH CITY Staple to Post with PRUNUS BLIREINA N.C.C. 3' OC 20' OC 15 GAL X = 6" 15 Gal CONSTRUCTION STANDARD PLANS . 8 11 GA x 1 Staples. FT I = 33 O Echinocactus polycephalus Cottontop Cactus 5 GAL. 17 / 1 2.-AUTOMATIC DRIP SYSTEM TO 2.- PRIOR THE COMMENCEMENT OF ANY Planting pit 18" wider TREES X Dig planting pit with BE INSTALLED IN ALL PLANTING PLANTING , AN AGRONOMIC than root ball T2 O Barberry - Admiration Berberis t. 'Admiration' 5 GAL. 15 X curved sides. Set root AREAS. SOILS REPORT SHALL BE FURNISHED TO Place -rootball II" ❑ Lagestroemia indica TUSCARORA 2' OC 35' OC 1 5 GAL ball on firm soil. 3.- OVER-DIG ALL TREE AND THE CITY INSPECTOR. ANY 1-1/4' 2„ above -ajoining grade. I G TREES Set root ball 1 " above SHRUBS HOLES TOW TIMES BALL UNUSUAL TOXICITIES OR NUTRIENT II I Native soil no planting ArbU5GUIo nova Dwarf Sage Artemisia 5 GAL. 15 finish grade. No Planting amendment SIZE AND REPLACE WITH MIX OF DEFICIENCIES MAY REQUIRE BACKFILL SOIL 12" i /�� mix required. Maximum Applied Water Allowance (MAWA) required in backfield III g 5 GAL. 1 3 Form basin with 2" li TOPSOIL AND ORGANIC AMENDMENTS, AS DETERMINED BY CITY III 111i I Place root ball on O CONCRETE ® Ambrosia dumosa White Bursa e p native soil. No straight Riverside/San Bernardino (Annual Historical MATERIAL . INSPECTOR. sides in forming planting pit. Copper Canyon Crushed Eto= 51.1 In) (3 Gold Beret Barberry - SunjoyTM 5 GAL. 1 O Mulch basin with 1 -1 2" 4.- MULCH ALL PERENNIAL BEDS 3.- ALL STREET TREES ARE SUBJECT TO Clear, no sod As gold as the wheat fields of summer Hypothetical Landscape Area = 5,233 SgFt O this stone Is stunnin 11 MAWA = (Eto) (0,7))K (La) (0.62))K)K composed humus. No raw WITH AT LIST THREE INCHES OF INSPECTION AND ACCEPTANCE BY THE 36" No turf or around cover GRAVEL 9 Y MAWA = (51.1) (0.7) (5,233 SgFt) (0.62) � Juniper - Buffalo 5 GAL. 17 shavings. 6" clear stem. ORGANIC MULCH ENGINEERING SERVICES DEPARTMENT. 2" computed mulch in plant basin. rich with burnished golden bronze tones. MAWA = 11,605.43 Gallons Per Year No wood shavings Sizes: 3/4'' 1 " - 3" 4" - 6" #Et Adjustment Factor 5.- KE-VEGETE ALL AREAS TO g )K)K Conversion Factor From Inches To Gallons O Admiration Barberry 5 GAL. 1 5 SHRUB PLANTING DETAIL. REMAIN NATIVE WITH GRASSES. STREET TREES ARE TO BE PLANTED PER unless composted NOT TO SCALE Mulch / Color: Gold with brown tones 1 G.- THERE IS TO BE NO SOIL. PUBLIC IMPROVEMENT PLANS ONLY. 0 = - _ - _ - Top Soil Geology: Granitic PLANT MATERIAL CALCULATIONS 6 clear of trunk. Riverside/San Bernardino (Annual Historical Etc= 5 1 . I In) Maximum Applied Water Allowance (MAWA) 7.- TRASH TO BE ENCLOSED IN TYPICAL TREE PLANTING AND STAKING DETAIL O° 4"X5" CONCRETE MOW STRIP O THERE WILL BE A 1 2" STEPOUT CURB TREES 49 24" BOX 15Gal Hypothetical Landscape Area = 5,223 SgFt DWR WATER BUDGET THE CONTAINER APPLY ROCK 2 WHERE PARKING SPACE ABUTS A PLANTER MAWA = (Eto) (0.7)* (La) (0.62)** )KMAWA = (ET❑) (0.7) (LA) (0.62) OVER G MIL PLOY WHERE WATER NOTE: Note: Core test 24" depth for compacting O G" CONCRETE CURVE 511RUB5 1 50 5 Gal ETo= Reference Evapotranspiration (Inches IS CHANNELED AROUND ALL IMPROVEMENTS WITHIN THE PUBLIC If soil shows compacting drill 4'-2'dia x24" MAWA = (5 I . I ) (0.7) (5,223 SgFt) (O.G2) Per Year) MAWA = 1 1 ,583.25 Gallons Per Year 0.7 = ET Adjustment Factor BUILDING DESIGN FOR SHEET RIGHT -OF -WAY , INCLUDING STREET depth holes. LA = Landscaped Area (Square Feet) TREES SHALL BE INSTALLED PER THE O Concrete Texture Mat Ashlar Slate Hard Mat Et Adjustment Factor 0.62 = Conversion Factor (To Gallons) �7 ? ? TOTAL LANDSCAPE AREA = 5,223 SQFT ** Conversion Factor From Inches To Gallons wMaximum Applied Water Allowance__ 11,583.25_ PUBLIC IMPROVEMENTS PLANS. APN 020 -11 J-2J-24 Gallons/Year SCALE: 1"= 10' VICINITY MAP DRAWING Underground Service Alert OWNER: LANDSCAPE CONSTRUCTOR: ARCHITECT LICENCE: C-16304 APPROVED 2016 RANCHO CUCAMONGA SITE LOCATION SANTIAGO LAGUNA G U S TA VO S A N TO S DEVELOPMENT SERVICES---PUBLIC WORKS/ENGINEERING N 0. G Call: TOLL FREE 0 123 Washington Blvd, MARK REVISIONS BY APPR. DATE ro, g prohome.improvandrepair®gmail.com SENIOR CIVIL ENGINEER PRELIMINARYLANDSCAPE 1 -800 Montebello, 90640 BENCH MARK: REGISTERED CIVIL ENGINEER N0. TEL: 714 261 0702. DRAWN BY: SHEET OF 0 4 2 2-41 3 3 8269 Foothill Blvd, Rancho Cucamonga, CA 91730 Go 9 ie CHECKED BY: SHEETS Qe��ss959ssk� 699 PH: (323) 712 4813 LIC. 1021267 MICHAEL J. MURPHY FOR CITY USE ONLY: FILE NO. W.O. NO. TWO WORKING DAYS BEFORE YOU DIG U) � W N W N O p 0o J p W � W N /1 m � z � c zz x Z z � m ♦_� b ,C) ) -0 CD G) =i cn O D mil = mil - r � C) � C) C)IJ CD oco O � - D c� Dcn � OcnmDD^ �1D DmG) cnD � c» � cnc� cnmDn (nm Dcncm omG� m O � cflz � � G� D � � � D � m m mmTlc) zD ^ � - � cn � Z - �) Dx (n � O � X � cZ OC = Dm = DZmCD � _ � � m � m � CO = O = mm 0 = = C) = x Z � Or YI ;L7 < rm1 O< n rmlr Z _ � �G) O � Om - 0O0 � 0 Oz zr � 0 � mD � - OZD �um Gym I m � � m � OO � D jWmD M -1 r- -jK: � D - O G � � O Dm �q = m OO 0m :z D --Z: > -0 T � � z � - z � G) m 0D �z � O � � mM -1 0i i -i � D mzm mcoccn - � nm D � WCo z z � moz - � mcn � D � - r � 0 � - m Or � m mom z � 0cnx � n OX DN � Om D mNO � nD /�+ ^ mmz m -0 c CO D � m � � yzO � � zD D � cn � Z � cn n � < � � co � x r r � � mo � cj mm 0D aomynm � m = � � -< m = -1 omm" m = Z = zm > n z = � � O � D Y/ ZZO Z70 0 < 0 - MF' �� = � Z -i ccnn nm D = Omm � KrC - 1� O � � rJ m rD m < - D O mD � � � n - � p � Z � m mm � N Y m � m c c-) zDcc) 0 � Nam m � DZ � p � o � � n oz � -ioo0 z_ DO o zD � O DO � rn Nmn m0 � � z . . Dy �' cnnDDp � � � � � � _ � mZO 0 � z � o � cmi) m O � Omm D W � 0n0 -i0 mm � 0 Dann cn - DO � � CD -0 O - n � CO � mom n rm mNmpz Z mrZD G) Z 0 -0rm () CO r 0 mr Z cn W" 0 = m Z rn r z n -1 - z = m DOmz n z m D Dp< m m G) = O Lnz CO= m nTl D � z m OrrTlOooDO � D = � _ � n0 OO � n zncnn m = � N � m � m 0 � 0Oo DDOD � O r � nn � � m = y � � O � D � O m O m DX ^ zZ Zm 0 � N 0 mo � � 0 O cn0 � y -i -0 —Iy � 0 = m m � m0 ZO -< y = 0 -0 � m m my = 0 = Nn COm � mrD = cn m ;a0 � n � � Wo D On F- u♦ c ) 0 cnz � m� NO ^ mD = � mm5 � * � 7- K � W ZX = z 2 � OD m � mcnc5D � C) -Ti � Zmm Om z z � O � zmz mD' m � Z �_ � � x � 0 Z CDR = r- --A CC) � 00 m ON ` J z � Oz = � rri mZ m � m OOm mo � Z -1O > o z O mm0 D G� D � c� � z co O � z O � � � cri� XC/) Dm mn OOco co D - � Z Z) NJ Gm) � � (n Cn m - � � W � � ZC) Z � � � m y � n � W0 Dr<" C � r � * Om � O 0Z 0 n �u0 � m = rCD mcn r � cn m � = r � D mom ^ ZI= nOmZ z0mn mx = MCO = = mW = ^^cn O O or = C z � _ � C) m � D G) rC) yD � z - � � nm cmcn L7D cn m DN m m O Y♦ mC = � 0 m Z � � D � O �7cn0 � O � o � m m � � 0 � r = � � UJ mm � m m r -0 -0 I 000 mmz0 - r Dz � Wm � m O � � �70 � 0 � D � DD � � m = n z m � � 0 OD cDm D m 7` CO = � m Cc) zm - m .0 K: = � D � < xc -0 K z Zncn 00 C) p - � - m mDcn � = n r mWmOr c/i � r ma = m -< mx" � r o r m0 � m mT_O � D U) m Cm oD � O 0m D Z ym = cn � m Oz Z7CD � � r X � z zr ten = mm =- Cz r r = � CO GA _ n X r mC nOr C � cn � COD 0D � � � zDm � � � 2 � pp � z Oc c < mom D � O _ z c m CO A > � � z z — � O oom = - m m . 0 � -in < - -1 = 0 � z < Oar = � � nr � 'Tl - 0 � pZON � yOmZ mm rn D D0 W DZn T m � C� Omp- mm mm mm0 zC --i - m � � NWo = ao^ � � OZZ � Wzm 0 � m = mmZ � worm -qzrm m � � � m n � m m = zO � 0 --A o0 cn C) C m O �+ o = mil = fin � ,� z � � O � x c) m0 rnC) o m � 0 O m O m 0 � z0 � co (n _ mom TI Co = m - D z - Z Z = z 0 NCO mD � G) C " c) - m � Z - = n ;q m G� Z Z m � Oz O Comz L70 nD0 D 4 - cn � 0 z C) � T1 � m00rTl � Ocn oo � mm r mD O O � � CO z �l D 0 0Up0 z nDM m m of n Ln = 0 y 0Z O0 m n D � Z � m = G) mm D Cf) -- m0 L7 zDu= DZ 2 -0 O � = Om - moo CD � LnCO M rW n r mm Z D �Z�11 < Z = � cC/) - pD C O � < = � - O � D On � � W m DZrmn Z rn C) O < m 0 m r Y/ G) D Z - m z z n rm 0Ln D N m � OmO m � � � = - 00Cm z Wm O � � G) 0n = z M�.r m z � W D � m � cn 0 � z00 m � � p Om �J om r � � mo � < � � m � r � � O D um) rm � � ON � Z � op � m NO o 0mm =" zc cD � p � D � _� - m � zC) m mz z o DDOm c0 � > = D D m G) _ ' mc) D COS m D o C o O ni j mD = cocDn Oz m -< -0 mrZ,ipz � c 0mz � m Oo4 � mmOC) o � CQ > -0mr- U _ 00 -0 mix D Dm -n70mm 2N � - c�nm ® Z � pn z Z OnytZDO D O mNmn 0y * - - 0 � Dnm _ n D � C = c) c) � O Ln O D ZmNO �l � � C:10z � m � Orz� C � n OOy � cn70 nmmz NCO -, y Co 0 m • m0 z0 m O D m o OZ m - zz - z D � mOm OncnD � �0 - m �JO -i � f=T1 � D �J - � N C - fl 0 � 77 � 0 C/) m 0 mm � G) 0 � = o C o Z � mpz mm Dopy z Z D � � Dnz G) W Om = < 70p z = gin " _ � 0 < m - D m Z - m O � � r C') O Q c 0 Zz0 ( 0 D c) z � 0 OrrO m mD0 m � � - 0D mD0z0 z z O O m0 � � n � n - 0z O rO z 0 0 m 0 = cn - m � _ m zC � C z xm mD m Cnm 0 Om00 m z � z - D Ln Z r - m Ln 0 C) O mp m = c) cn ® COZ D �n OC) 0z -uD - � m = 0 Epp" ma0 � Cl) =pm D m � m � m - - m C/) Oz2COO * O = m0 � � � = Z � � 0 D DW O - ter z D Ln � m n C om 0 m �- 0n � mz0 0 m � 0 0m0 m rTl z Mann me z0G) D —j mD r mcn0 Z � D cn n -< Om � O m On "" m OZ Z cna7 � mm0 0 D v m � � Zn � Z � � DD xZ O n -iDoz -0 z m0 C) 0 = O Z - 4 0o O �7 Z m Z7 � Z 0 G) m * n U) 00 —1 OODc rZ O -1 - m �" r C) W � _ r- ) C 0 - � C) C) yZD n � C 0 = p OT� OX � 00 � � g ; � � c O cn O -1 = - Z c � � L7 - - � D � C) � z D m0 z y Dm z � = _ N n� o � � _ < Z = � 0 = D y0m ZS. � = Km0 nOrrTl - G) D -D 0 - cn 0 - C) � � < mOC) m � O r 0 = z = � pp0z D = rim O � m yyr . m - m E3 _ � c � CD m � m n O DzOmz OC m mzcn 0mD DDo D � oz m D Dz � � Z � Dm 0Zm mom I C) � COm � zy mnz Z 0 > 00y � m � Z D o `D o � Z) r= 0 -1 cnTlzmn � T' 0 C -u � D y00 � m � C � = 0 Dom � � � _ — � 0 (n00rOZr= r (/) n0 0 < D zDO � � D zm O — f= O G) Nz ®(0 � Q m = C 0 OC zO c/ OZ zC � - O m � � r z = � r C) - C Z °,, ' O 0 OZZ � zDC) D m - 0 Z C) Zm m � Dy0 � � m C) 0C D G) m Z n0 Z -0 mmcn D0 �� � . cn 70 m � m0 rOC) -icn mm0 -< mo zD r 0 m � G) C) zm D rO < = � - - I ;:u -0 zCOzm -0 z z � xD � m m � G) � n D O0 � � � c`,� z -i C Z n - � prCO m z zD Z m � n � � Z mm I oI CD� ro � Zm Co = 0 0r -- cZ c m � - C/) � = C,o O � m � 0 � � -fin D - m N 02 D -0 oomm m mDZ ( O - > W �m � mOZm � O 0 � n Dm � D mac � m � tio �. mm n D 0 � � O � D � � mm �' o < � mD = m = m `� mm N - 0 Gz.)- > mxm yz mmy I m mm n 0< cn � � c) � 0m z = z yzyZ O = - � -Ti C) S. , m � r C -1r r (/) -1 � z m Z (/) r mnf�1 C-) rz � Z Zr ZKr = 0 0/) r zWO � zOmT m0 DOS = � n N � m zO � y > - moo . r _ = ryp � m D � 0 O � cm/) xC � mDncn cnn � m m Dn � � DD Zz o D � OrC -Ti� —iG7 0 � = ZZO = = D O -DmD 0 nZm Z00 -i 3 ' c z m D� 0ZZ m . 0 m CD m 0r r cn cn D = Zr -0 = m WC- yO m m n � r D -< Z o � � 0 = ocn Ocn - - Nr = n m � o mm ;;u r- � Z = Z rz � � . m , m o nco D � m 0 70 �l ZOO Dppp .ZpJ OZCOLn D � mm �7 � 0 G) o . L7n � D Dm0 M?D p � Ln z -0Omr - mp G) n El "s P� � � rmZD m cn mzm K: C) � � oo c" � . Z O 00 O < 70m � ao M N� �J � cn �= cmnz0Z . y m � � z0 � mm 0 � m m jz � Dmm Oyz o zmWomop 0 � m 70D Cnm r- z mD00 � � � 0 a►1 Z (/)� r Z < m /� O n 0r mrO D = r - D = � C7 L7 m m < z z 0 CD m 0 0 z Z mm r 0rz m � Z0fT1 m 0 = O � m C) G) m � m U) cn c) -Ti ? m cn 1.0 CO D 00 �I cn W N — O . . . . cn . W N T mD � aoc) mz � cnm G) C) c) D mD O � c) Dc 0mc) cn DD cn mD Do0 z0 � cn = mzcn = COcOD Ohm L7n � m D � COOmD � D0 � mCOD 00cnD � D � � TW • • • • Oz = c � � � _ � � DCr r = OOZE mZp = mr = mr m00 cn77 m � ZO = � m -0m m = r COW 0 c) = rnm � r zm m0mr r0m rDymO D0 D rnr � r D0_ Z0r -0G) Z0 mr O Mr G) � m � J < 0 DO O < O mm0 co � o2 C 0m cn0r K -< OJ mZ r n < mmmmmm m � � mCOc) L7 DC) --- 0cn0 0 - mm r � 0 mD * N * zmcn 4 yzcnc x � ZA m � O rDD = r „ � z � D DSO � D0 m = OZ � m � 2yn � r � cnc) 0mc� 0 G> c� C) W � m = z � O = gyp = � D � zz = nn z O � G) - � � � r O 0 � Zm 0 Ln m m0 D � - � 0 z O C < mG) c D � m zmD G) OmO � � O G) ZZO cn � mDCmr K: m0 G) � x zn 0 = m Omm � oo � 0mOZ0 ODD min Dn mp � D gym" mOmOZ -" co4D -04 D C O n 70 0 C) p � m �a __, r = � G) m0 O I SOD Z yn � W � 7) p � OZ z c) z 0m � � G) � � � m � � OmO mTocnG) ZTm 0m0 D Zz r < z � C) mmOcn r � c c/) 0 cn C) - mom mrCO � z zmO D m O - cn N 0 U) z z � c D 0 � Z nm m � mD c mz 0 � � mm O CO m D m z � mcm N � O G) G) � m � � = rml = = CO N �^ � zo � N � -ri _ C � nz " W � = OD m � mmm rcn � � m mm mOmrn � Co m � m O00zZ m � � G) QOO � m�70. c C) - A �70 m � DOm Nm m c � 0 � m mN -- . Co zC � m z m � Z � mrL7 nm � = WO cn0 � mDn 0OO i � � 0mm co < � m c � � m Ju Km <- rn 0 m m m Co 000 Dmc) mD0 C) rD D � O = = m mom" z zx L7 0 = Ln0 mac) mm U) Xro D � m zcn O = z � � 0 m n � oJ = O z 0m0 n � - 0 L7 c - mm C) 0 � D Z m D = -< m0D � � Dz —1 - z -\ -j zj 0z rD mcnx = m Z � DrOy C0 � rZ Z ' = 0 =aO G) r 0m^ REG/ D D O< m m � G) mZ - � pO 0 � � 00G Dy O Z0Z yz � 2 � n (n � Om � m z CO 70m = � > O � � rO � Z m 0 r = m 0 = m0m z � r � m O 0 WTl 00 Ln � � cn0 = z n m m = S * STD, 0 � � m c m G) = zz m � � 0 0 n0 � C) D O W = - � G) D � 0m m nm� mC7 pmc) �70 m = � O m m � � �u Z z m0 � m y - = c - - m D � � n > , m mO G) �7 m d �. �_ D cn Dm � D " m N n z 0n = z 0 O � m O m4 O z DD � n � -- � n m0 mcn0 � � rn 'Y m 0 �O D � cnm - n -< � 0 0M � ZmC) m 0 = m 0 m = znmm mm -0 -0 D n C) z - C) Wmm - � O x z i z G) m CyZO G) z0 = cnz � = -m-i Cf) I Om ODm 0D mz - n X � 2m x D mm 00 I 0 � Zy z 0 m = C) Z r m0 - ylu - 0 � ' Dom * 00 - C - z m A o n � ° J' -.0 G) m D z � no � Dm nm mom = mzWz = G) mzZ U) C) nW � z 0 => z > W c) nC zm zmoo OZODm � 00 � m xym 00mr oO Oo - m � � cn � cznzZz0 � 0 � �C_7 r " C O0 y m � m Ln D0 /�+ � p cn m O n D G) 0 0 0 � C c o m co 0 -n -n no (-) � r m = 0 � � cn n 0 � D � G) mm0 m � r O - z = � m m � CO X mD �lO > C � Oz = � n m ,� mnm G CD 0D L7 0 � n0 mO Dz � - -Ti - r = cm �) r � 0 = m^ m y C_ n DC) D K OJ - n � m 3;1C40 N r0 OD � Lnzz = z ZmD Dcn � < z0 � D zz Cm -0 Om � C o rrin � � m � CO � O � 0 (n0 Z D 0y , N � rm < � � r mrn n - cNnOom � m T \ J s'�+ O mm - z0 � D I cn > r - z0IllG) 0 rmnr � 0 mcn � 0 O � m � m 0 z � _ = n � rrl � mnZmm mODm nor � �� = nc � � Dm OOz OZyz � � icWm -Tlzm rn O N # -i n m n � rT1 � ZOM zr mm mm � m mK � m � m G) G) m0 m � G) DO 70 r� m CO O � � K 0 r � 0 mr � 0 � cnmmOOz DmD 0y = Zx C) G) � D � 0 < z m 0 mn � Tl ;a = _ W - m 0 (n _ . n � � �� mZ > n = 0 CO . _ = z m < m Z Dim � z � m D � _ � - �rl'iq � '3 �r`� �J X , D = = zm � m xm m n0m � C = mD 0 � m � � m ADD D � � z � = cnW � C) =: = 0y 0z � nS z zzz mn_ z � mGz rn z Om y m O m � m m � z0_ C) < m 1 � Dr0 � m m = D m n r - W U) 0 mm -1%1m C - � z0 n G)" < r mm0 " O O 0 m 0y = �70 0m Zr - nzm0 < 0 rm D � � � mW m � � O0C) C m mLnG) 0 � < z � � m Z T D � z 0m = � mD � _ � r G) zD � 0 inn = nD r zm O COO Z 0Zm r mzz cn cnzz = mm0 < .. D m z mG) m m r � D 0 m z - OC) m a ;! 0mD - z D � � � oz K: 0 0 DO mm 00 mr- mcn oZ I m U) C n = nm� c0 n OOP _ z �_ �J r G) U) Cf) m � D" -j - G) L7 m v M �1 � ei mz 0 - O ;U mD zZ m � Z 0 r c = �Om � � � G) n n � < � n � 0 c r _ m� -- 0 O � m � � O = z � D " � pO �) cn �1D m F - 4 "`� I 0 � M -rj c) z � z - O -p0 � Z 0m Ica O �1 = * cn m D m O D � Oz � n00 � � cn c mcn = O - - = n � C) cn ��,�ar, 0 � D � z � � 00 � D = Cz m � z 0c� n 0_ Wn � � m m � 0 = mmm = OcnC-) z om � � m � c� D pm � 0mcn o � zZm mmOz � 00 m � D � ;7 m - m 0 0 � O cn = z Zm ?I q +1sr'r mom o = U) � O z m � zmn � = m MN � Z z0 = O D D 0 0 = mZ zn0 0m � D mOJ 0 m � cn n � � � cncn *Y33'�'� � D m^ = � 0 CO � n m = Dn D � m" � � mC � D � �p . r m50D K:, cnm0 OOD � � � � r zm = � 00 = z � 0z0 = 0 = c) < ~ 00 � m mcNn Can m � z0 � m � n o � � ' m zO � � = O m0 G) � D � Oo z � Op = �u � mm I = � � Dm cn r- mnmcncncz L7 � � z0 ; � z zmm � � 0 m � mm 00r � nZ DOmy � � D Om� z mm - -jZ oJyLn SOD Nn m _ mo = - = cn m 0z = m m -0 - 0c < r Dz m - m zcn O r = _ _ � tam = 0 o Dz G') co "' y G) z (n0 Zm m � 0 z � W OGm 0 zcn K: � -*1 � Z" r pZ 0Cr m0D = � o � Oz n n � z 0z D W cn W GAD mn z 0n D ,i WCDn m _ D cn - c) p0 mm mm . On mOyC) G) O O < n MCOZ � � rZ m mm0 Om - 0zcn 70 Cn 0, C4 y � G) zm = � m � oO = � oon mN mZm � m 0m z � � y Ln r- m O �7 -0 rTl � � O � 0 m �" m C/) n = -0 z -D 0 c) N N J m0 n � y 00 DDD � � � DD m C) = D � - D CO = O � � ,� -0 00 mm CNmmpz -1o � cn tom mDcn = -1 = min Dr Cyvmi O �* m �� = . 00 N O o D 0Z < Tl Z n -Tl 0Zz � � rZ � � � Cmo Dcn O D m 0 � C � � D () � (n C) n D O C) z p o o O � rn 0 p zmC) � M ;u 0 z � Om mn � D mDc mD c D 0 = DD 0m D0 � � yo � Om r0 mmm mcn0 � Zz O" 0 m � o m r (n -lZ DDm O O D mm m � � = C7 = 0 < 0 CD 0 = � � O z � r z � m0 O -1oz � < n ?1 - n (n Cz Z7Z0 � D z � = Z0 D � m OOO C/) m = N � = z - mom OMm zr 0 m = pz � � i2y- ,� z0D r � zr � n On gym = m � OD (n � 00Ln � mo p Cn cn p � � nZ m D -0 n C � Z = DD W = �) K _ �) G) z " D 00 n � 0y D rm �) O � O Z O z C) OJ m Ln = - 0 D y z CC) z z �) D M = O m = cn • O p Gn � c m m mNmr � m m m M D0 � rrl = � z -0 mO zcn - Z 0 � � -< � cnD � D z 0 1 � � z � imp gyp = Dmn mmm mZ p m < Dzr Z000 � n -0 � cnD mm? a � 0 r cn DG) m O z_ 0 K: m m = x = cn z = rpp D MO m 0rp ?k) D ZN CO = 0 m0 p � r � Z0 G7m m m 0 zn � � 0 m m z - Dn mZN D � D = Oz mmz DzmzrZ - rn Z - Oct c 0 c 0 Nm cn � cC/) n C) 0m mm < � 0 mm Z O - �" mz � z z m0 N � � - mc) r m � Oc --1 z m70 m � z D n mN � Lnm < W z COO :z (/) 0 �) D0 00 = zWn zm � � z D � � m � 0 � mG � m m � 0 z O cm cc my O = � = 00 0r zm z czn � z mr m m Dr z � � O m mC * Nm � < � 0 K r z �� 0 � * cCn 0xmc � m0 0D y 0 G) � cn z Z O m m m . z m 0 � m m - < • ,� m m m O N moo m pm � D C COS �1 O z0 mac) 0 0 m r � m ON C � Dcn on 0 � m m rD �4 OmDnm m mm G7 � � m 0 -< = ; n � D � � m � OpD � m coS � � r � m Z rc r- = OW z � m -0 m yr � r � = xmD Om Zx CO m mac) m D - � * D m -< 0 Z � m 0 r � D m 00 m � z = cn <= m � r - C cn m D rrl m z - = Ln m < O rm m - - " _ � cnz D n m Z m m Om cn 0 r 0 C) cn � 0 y m � mz D i 0 cnm �� o m m m0 � = D mNOmoO = 0 p � � � z D Z CO 0 oz D r Z = 0Z . M 0 z n O m rcn m � 00 m m � Wm m • • G) 0 cn — x z cn I � cnCO - cnI Dcn - � wI -0 w wW � I cozN -iI I ❑ ❑ 0 , c) o 0 = cm = c)1 Z = = • c)I m o W • m -DI cam ' � I m1 � m c° z1 mM -i ZI oOm z1 m r N - �I rm ml �I � - DI 0 � DI � � D �I D - zl om = � I z1 = z -i \� .A:')M 0 � DZm cn 1 70 D = -i Zn = n1 �I DD m - am Wo CI � < Dm � cl m I c m zm ; 1 n -- DI I c) \ �I v) - �I m = � mI 0 m D z1 0 m z Zz -rlm D \ FTI " m1 m0D ml m CO mI 0 Dm 6) y1 nzC y1 DI 00 0 -1 m \ I n I non - I ao 0 rOo 0 KI z nl � I - -i r- m m I \ \ ) ) n I rDm � � I � oz � I I� - � � z mI ozo � I ml = m 0m \ C — M � I 0oz - I mz - m I I Zp nm c I D � ^ I I C' o zn I I M ) —< _ I z � � 1 � z � I I 1 0 � m I 0Z CI I Wz G) � ° I v I m D D W I o m D n I I I 0 � I 00 m l I z z 0 ` 7 /... — \:''•'•'''•'•''' I* I I O x I m0 � r- I � K � D I I I � = I I zn ml I ,9z -u I - t!� ) tp Tl cn zC) i? n I m0mm I I 1 � � I I m � � I I m � o ,�, I I m I � m m I Mm I I I o - I I 01 I 0z cn / �7 m � I I I I � m ml I70 I I o � 1 < � � 1 � zm I I I D I I = G) mI I zo m D n < I Dm � D 1 p � � I I I m I v)I Dm - 1 cn1 - cn - . / I n - cn I p � D ri I O I I I � I c)I 0m m1 c)I = z m I ' '' I = m o lu K: I 1 I m I zI m � � 1 z1 mo m - I z 1 � y � 1 � � 0 I I 1 < I DI z � I �1 � � m I I O O _ < cn > I I m I c 1 fi r-- m l c 1 0 Z7 z \ z I mm � I Zc : I I I m I �I xr zl m1 om N I C7 D I � I zom I I I 0 1 ml ml .0 - I \ I mom I mz 01 I 1 I CO xI I Zc 00 I D I C -iI -izp D1 m - c� ml 1 I = I I � � F- 1 � m = m ml O mI � 0m I I 1 I I o � 01 1 m0 c I ) I 1 1 nc w I TloE 1 mzD I I I m I I m -0 ZI I � 0 z m CD I I I 0 ( \ I � i I z70 � I I 1 z I I = � DI I � _� z z O m n I � ,I H 4'. . . I icy WD � z I I 00 0l I I Fn � >� © / Z 0O � D m � z m 0 I I � m � 1 I I Z _ o m mom mpc�n -i I I � � mI I I < o Z 0 I 1 I / D � zm mo > I D I I n � O1 I I r m In 0 — s I I D � m0 ? m m 1 I 01 > � 1 01 I -0 ;;a r z ' I � n m � yz � I I y I mo D I I K m - X O� i 1 ;D cn I I I o -Ti I 1 z m :: ' r3 -� O D C/) cn CAIm o < z D D I I ml z � mI 1 . o r p O N ' ti C Fri 0 D m r r 1 1 1 D o I I Z z - I \ ) O ��_ 1 I I D I I m 0 I ) O 1 r ' \ —< 1 N� I �y < ' m \ O \ ^ / co cn FTI1 _ - X N m -0 o �, w N o 0000000 I -Z - mm n I /\ � � Z 1 = � m O O O O O Z z — cn cn -0 O U ,......`•'•'`.....:::I:. C" o \ 1 CE 1 N m n m Z z z z c�F- c� O C�ITI N 0 0 0 0 O z � z n 0 0 0 0 0 �C Z I I O� / cn cn �I n - o < � � � o c� z — k O n O O O r O O Ln D 0 m m m z (n 17 N m D Z c m z W G) z O z cn cn cn r m n 0 0 0 0 0 o ch o cn cn cn cn cn o0 0o r m l � -< r- n cn F- F- � �-j � O El M m m m m D r z � 1 O 0 c �o / I 1 UD T1 I 1 m o1 zm m Dz mz 0 0 0 N 0 0 -0 z 0 m m m m m m i m c z ��D m m cn 0 0 0 0 0 �N l In I X m � m o o 7,o � O Z G) cn - M n o G) o c) � cn z O N C `� . C m -0 oJo � m � �T n z-v - * o � � c � 70 � O �7 �v - m = C7 I �U �_ O m ;10-0 -u -u -0 m o m z 01 - U) K ) F7 F- CD > O O=0 0 n D = CO z D cyn � � = cn n D � I Z xD � � � x m 70 m = -i = O z D� Z m c � C) z m m � CO C C7 Z p 10 �I ODCD Z D F—m F -0 y r D z m n m c O O 0 0 cn � � m Z Z D2 � m = m -0 -I � m NI mr � � C z -< N -i I A z - = m O Z 0 p p z m m O I r W � m D cry �> o � DOn 0 m D n 0 . n z D 0 O o �� Z �, �O n = N cn (n n � z1 = Wo - z Ln = z D O c�� O m r 0 O D m z r r C -u z �m0 I I — �J m 0 m0 r r 1 m m D � O U�o �O m Z < r ;7 -0 Z C C7 �J 0 0 n G) y Z O I rn z � rN O z 1 nm -< m m o 0 0� z r � z 0 n z � m _ M z 70 c n -u Dy00 m c/) n cn n m N y � � o m 0 m mco c � I O D - c z Z � z c1 C0 -j - m � D7 � n �z, m c) m D = m m m pm � p ago 0 m <I prism m z D �� O Oc m D - O D z D Wm m I\�1 On O m1 � ocnZ � D 'gym D N z C - v� `n I I T� z � co R. ; 01 zmmzl D = o = Z �m n � "°� D 0 D O =_ D; � D � cnn �1 D0Oo o � � ram, �v� _ -u M oD \ D co m y z Un � O D m D 0 CD•> -i M N \ FT-1 m - -0 � r > c* � D �o A fTl z m m C =F 0 M = m � Mz m � C) D m 70 z r m O n < z = 0 z �� O I v�im7c � 71 71 `�' �m cn ` \ �I z � � m I _ o� n � 0 11 - cn Wm o Tl CD mI 0 � 0 -< > 'A Ov 0 � � u m 00 n C �L: I m m � - <' O� = o - - z � � m � o � o z �n n � m F- p 9 zC z > OT. m o �) m y z U)m D �� 0 o �, � Tl O cn m z z z n n O o ZZ � ci m 4 � cn (n D E cn D C� i` 1 � c) C) = �1 0 F D � o70nm Z D cn m D O o _ C - D n 0 D D D D O D o r m Z O 0) � N W z O O W — - O N — 0 0 0 m r r r m L7 r r m m m r r cn cn m TI TI TI D TI TI TI D D D TI TI TI TI D 1 N T ` o V - - -Tl 0 T cn W N m m - mn � � m = G7 G7 mmm0rn OD m D D z n z � OcN.) _ 00r- � _ n m � Co cnrm * 00 K W c m c1n 0 z = - � mD0 z \ . . / GROVE AVENUE C � cc O � 70 II II - 00 c m m � -i n 00 m 00cnD 0 N � _ _ I � � � = n c) � o n X z . I n C o > rZo m II z p � � 0 < I � = cp r O O ~ m z = o II -0 = 00 = Dov- :;c z m � 1 rO Dr � D C7 = C) � z � 0 '�+ � o z 0 m � /� o m m G) m = = m m \ O � n r 0 000 r b x -< m r -0m mr * � z C O DZy z C) 75 O D Z = O � m O CO 0 z -n D cn M n z W cfl OJ Ln I,. z m c) cn � 00 8 m Tl D z - � � m ro - � . D G) < M rn < M nl � � S m � � O � = m OW � O � � Z m mZ \ D0 � m � z r (') pp y 0 �" = n0 m m m 6P) - p W D r 0 cn D C m � r m O � �� W^ n^ cn^ cn p0 � /� n O aj ��3 m �' z r- _ mm < = � = c = c = o = p 0 n c (n o � O � ,�'r � � � D z 0000 Z M y y z C7 � Z O O O m m D < m D Z p m p �l n C C C O D �70 DO � O - '�1 �J G) p z m Z � � � � 2 4 o m < p O D� m� o� m� m < � ° Z o4 � O - � -0 r n 0 00 MZ � z ^ z� nI G-)I mD w " O y -0 � m z m o 00mool Dl O Z m o � o � z z X O m 3 Z 00 O -uODODOD � . m � t0 O Li A p TI n 0] O 1 r 1 O - (/' o Z � D = � DJ � c° r � m0 I O r o; ;r" N °�- I r- 00 -< J � °' 70 O n52 o 0 z N n J N � �' Din D m 'Noiop2n D C D C mo DU�i p Ta -7 zo I Cl() z � o N Cl) BAKER AVENUE t" I a tJ1 M 0 � � I zD -< = I , o � M I z M 0 � o cn -Tj 0 a a zv o cz:�, az - ovA -Iz,. ° = o a t7o a v z r o S;2 sp � , � a z � z � a a n -I Fo 90An c rn n z c3 cZ 99 z m Z +r =� rA � Q� pA or*t � �n y n QCZ V: C--i NZ��CZ7 [7a -p -� a Z Q c" �-; �' vo �� � � r. Q� p � � aa o p �� n � ao `� ! + w `+ -n m� n�IrQTIQh? � � � V ~ r° fi b Qp 6 nIry'I � O0� n z � w :r '�� w ('7` a 'a'6; So vest, zD rmWNTn unV a�� �J � B�IIIIIIII IIIIII I I III�IIIIIIIIIIII�IIIIIIIIIIIII II�IIIIII II III I�IIIII\T cn\\�e NN �N NJ\ S III�II:�I1IflIIII II� �IIII �:4�•�mNm� \�I�\I I'I I•I�a�� O0 Itn\CI1 1•z ' � o \C'rc{�/Q''vInk ry T\,Nqac`AQNa+�o ytti,�I v—N ^C �1,Io�`,n�nnn�}\�z t/l`o•U�I�\/II• I I /���Z•o- a a /II/ IY`�C a.I[�z►r�❑rrr�, \ II I II II I I . ��QG��iIII I I ,lI 4zaa��+z�~ /\i c yo II y L! /�� 0 15, �m xr � 8a noPp -qe AacrQ�-�n '+ r cz rrijj xr c] m � nE, n � m nauzQoo' ) ,_ � oap m�C N DQadoN o.IC- m c 0 CD CD n � — — — — — — — — — _ CDREG/S1,, y OC (.0n 00 J C C O N17400 W 14600'T .m . x 0° 126 .43 A p 1266.93 PO p rC � C :� � m 126 .35T 0 1 26 .85F0 cn m 4 0 1.0% MIN Z D I: > I D o ' .co N O 1H OH OH 0 0 CD m Dr • r0 mo o . .'CD D :'ODU) V O �co D r O �X z D N om ZD ` ^ m�m �.D .rra D m mc �m Dco 01 0 � . o WOO � zo>0 X -0X I K Dm �FT1zIII A ' Zc�m D oz r FTl � I - O cN °o o o. 87 co : P' :: . 33 t 26_1�rT1 p . 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DATE APPROVED BY: SECTION GRADING PLAN Civil Engineering • Planning• Surveying � J f FOR 1430 E Cooley Dr. Suite 220, Colton, CA 92324 Phone: (909)-212-4874 ' BENCH MARK: EMAIL: edmundo@futronoengineering.com * No. C 30 i,� SEE DESCRIPTION ABOVE 8291 FOOTHILL BLVD SHEET _5_ OF EXP. 9/30/21 r FROM �9T , V DATE: RANCHO CUCAMONGA, CA ___5__SHEETS LUIS F VESGA, RCE C 68782 DATE Fof GA��F LUIS F. VESGA R.C.E. NO. C 68782 EXP. 09/30/21 DEPUTY DIRECTOR OF PUBLIC WORKS DATE BUILDING OFFICIAL DATE FOR CITY USE ONLY: FILE NO. W.O. N0. DESIGN REVIEW COMMENTS 7:00 p.m. Tabe van der Zwaag January 19, 2021 HILLSIDE DESIGN REVIEW DRC2020-00016 — SAURABH PATEL — A request to construct a 3,300 square foot single-family residence with two separate attached 2-car garages totaling 1,063 square feet on a vacant property of 15,601 square feet (0.36-acre) within the Low (L) Residential District and the Hillside Overlay District located at 8005 Camino Predera — APN: 0207-631-06. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures. Site Characteristics: The 15,601-square foot vacant project site is located on the south side of Camino Predera in the Low (L) Residential District and within the Hillside Overlay District. The property's dimensions are approximately 80 feet in width along the north and south property lines, and approximately 195 feet in depth along the east and west property lines. The downslope lot has an elevation of 1,315 feet as measured at the curb face along the north property line, and an elevation of 1,280 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 Camino Predera, except for street trees and parkway 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 Low Residential Low (L) Residential District North Single-Family Residences Low Residential Low (L) Residential District South Multi-Family Development Mixed-Use Mixed-Use MU District East Single-Family Residence Low Residential Low (L) Residential District West Vacant Land Low Residential Low (L) Residential District Project Overview: The applicant proposes constructing a 3,300 square foot single-family residence with two attached 2-car garages totaling 1,063 square feet on a vacant property in the Low (L) Residential District located at 8005 Camino Predera -APN: 0207-631-06. Architecture: The proposed residence has a Mediterranean design theme, which includes the use of a clay tile roof, smooth troweled stucco finish, cast stone window and door surrounds, wrought iron accents, and decorative garage doors. 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/terrain of the subject property and the use of hip roofs oriented in the same direction as the natural slope. The building mass is broken up through the use of multiple wall plane changes and the incorporation of decks on the side and rear elevations. The residence will be painted earth tone colors, as recommended in the Hillside Design Guidelines, and will be in keeping with the existing residences along Camino Predera, which include a variety of architectural styles and themes. The two-car garage on the upper level faces Camino Predera, with a second side entry two-car DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2020-00016— SAURABH PATEL January 19, 2021 Page 2 garage located on the lower level, accessed by a curving driveway with an up to 20 percent grade. Hillside Development Standard 17.122.020.C.1.d. states that driveways with grades up to 20 percent are permitted when they are aligned with the natural contours of the lot and are necessary to achieve site design goals. The driveway to the lower garage follows the existing grade of the lot and places the additional garage space below street level, thereby reducing the massing of the residence as seen from Camino Predera and limiting view obstructions. The proposed single-family residence meets or exceeds all applicable technical development standards for the Low (L) Residential District and the Hillside Overlay District, as shown in the table below: Proposed Project Development Code Compliant? Building Height 25 Feet-3 Inches 30 Feet YES Building Height (Top 13 Feet 30 Feet YES of Curb) Front Setback 54 Feet 37 feet (+/- 5 feet) YES Side Setbacks 10/15 Feet 5/10 Feet YES Rear Setback 97 feet 20 Feet YES Building Separation 20 feet N/A YES Excavation Less than 5 feet 5 Feet YES Retaining Wall 3 Feet 4 Feet YES Street Facing Garage 1 Double N/A YES Lot Coverage 16.8 Percent 40 Percent YES House Square Feet 3,300 Square Feet Lot Coverage YES Garage Square Feet 1,062 Square Feet Lot Coverage YES Porch/Patio SF 483 Square Feet Lot Coverage YES Grading and Site Planning: The proposed grading design limits earthwork import to 6.8 cubic yards of fill, with the majority of the cut/fill necessary to construct the driveway and the lower side entrance garage. The foundation of the residence is stepped with the existing grade, with the upper pad at an elevation of 1,303 feet and the lower pad at an elevation of 1,292, in conformance with Hillside Design Section 17.122.020.D.1.a to terrace the building to follow the slope. Retaining walls are below the 4-foot height limit for hillside lots and are necessary to construct the driveway, the foundation of the house, and along the side property lines. Each of the retaining walls will be constructed of tan split face block. Hillside Development Section 17.122.020.G.1.J.ii permits up to 4-foot high retaining walls downslope from the residence. DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2020-00016— SAURABH PATEL January 19, 2021 Page 3 The proposed landscaping is designed to comply with Hillside Development Section 17.122.020.F, including the use of drought-tolerant landscaping to protect slopes from erosion and the planting of shrubs to soften the views of the downslope elevations. The project is not within the High Fire Hazard Zone or a wildland-urban interface area. The proposed landscaping also complies with the front yard landscape requirements, including reducing hardscape to less than 50 percent of the front yard area. Hillside Overlay District Compliance: The project complies with the intent of the Hillside Overlay District, which seeks to facilitate appropriate development of hillside areas. The project site is a downslope lot with an elevation change of approximately 35 feet from the north to south property lines. The proposed grading design limits cut and fill to the greatest extent possible with fill limited to 27.8 yards and cut to 21 yards. The residence is stepped with the existing grade and includes a garage on the lower level, reducing the overall massing of the structure as seen from Camino Predera. Earthwork is limited to the area necessary to construct the residence and access driveway, with the rear yard is left mostly undisturbed. The proposed design does not require any Variances or Minor Exceptions to allow for deviations from technical requirements of the Development Code, and the overall size of the residence is in keeping with the more recent residences constructed along Camino Predera. Hillside Design Section 17.122.020.D.1.e requires that residences in the Hillside Overlay District be designed to fit within a 30-foot high building envelope. The applicant has provided two north- south and two east-west cross-sections with building envelopes demonstrating compliance with the 30-foot height requirement. The Development Code does not include a view preservation ordinance. However, the applicant has designed the residence to be sensitive to the potential for view obstructions as seen from Camino Predera. The residence has a maximum height of 14 feet above top-of-curb. Additionally, in conformance with Hillside Design Section 17.122.020.D.2., the residence has increased side yard setbacks to 10 and 15 feet to avoid the appearance of overbuilding or crowding and to minimize view obstructions. Staff Comments Through multiple rounds of review, the applicant has modified the plans to address staff comments related to architecture, site planning, and technical issues. The original plan submittal was for a 3,956 square foot two-story residence with generic architecture, a 715 square foot three-car garage on the first floor, and a 540 square foot unfinished basement. The original side yard setbacks were 7 feet along the east property line and 13 feet along the west property line. The final design before the Design Review Committee is for a 3,300 square foot two-story residence with a Mediterranean design theme. The three-car garage has been modified to a two-car garage, with a second side entrance garage on the lower level. The side yard setbacks have been increased to 10 feet along the east property line and 15 feet along the west property line. With the changes outlined above, staff supports approval of the proposed single-family residence. Major Issues: The following broad design issues will be the focus of Committee discussion regarding this project. None Secondary Issues: Once all of the major issues have been addressed, and time permitting, the DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2020-00016 — SAURABH PATEL January 19, 2021 Page 4 Committee will discuss the following secondary design issues. None Staff Recommendation: Staff recommends that the Design Review Committee recommend that the Planning Director approve Hillside Design Review DRC2020-00016. Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner Attachments: Exhibit A: First Submittal Plans Dated January 9, 2020 Exhibit B: Final Submittal Plans Dated November 19, 2019 Exhibit C: Public Comment (CB), COA and Exhibits Exhibit D: Public Comment (SP), Approval Letter and Site Plans t4� SITE DATA SUMMARY: NEW CONSTRUCTION FOR: sprKAFTINcl.GOM SAN BERNARDINO COUNTY Saurabh Patel ACCESSOR'S MAP BOOK 0207 PAGE 63 SP Drafting LOT 16,TRACT NO. 10035 MB 179133-35 8005 Camino Predera 8659 Red Oak St. ASSESSOR'S PARCEL NUMBER:0207-631-06-0000 LINE OF SIGHT POINT LOT SIZE: 15,601.5 SQ.FT. Rancho Cucamonga, CA 91 730 Suite I TOPOGRAPHY:SLOPE Rancho Cucamonga, Ca. OCCUPANCY (CBC 2019) :R-31 U GARAGE 91730 ZONING:L,Single Family Residential ` SPRINKLERED-DEFERRED FIRE SPRINKLER SYSTEM SUBMITTAL SHEET INDEX: 90% 547 CONSTRUCTION (CRC 2019) :TYPE V-B ARCHITECTURAL: email @ draft g FLOOR AREA SUMMARY: (Proposed) TA SITE PLAN,VICINITY MAP, SHEET INDEX \�F 00 NEW CONSTRUCTION OF A 5 BEDROOM,3.5 BATH,TWO A1.1 FLOOR&FRAMING PLAN SP DRAFTING / STORY SINGLE FAMILY HOUSE WITH KITCHEN,ENTRY,DINING A1.2 ROOM I WINDOW 1 DOOR SCHEDULES \� ROOM,LIVING ROOM,LAUNDRY,LOFT,EXCERCISE ROOM/ c, 2-15 GALLON STREET TREES St 4-CAR GARAGE A1.3 SPARE \� /• V BOTANICAL NAIVE: A1.4 ROOF PLAN LAGERSTROEMLA INDICA 1ST FLOOR AREA PROPOSED: 1611.82 S.F. COMMON NAME'LINE OF GHT POi C 2ND FLOOR AREA PROPOSED:1688.13 S.F. A1.5 EXTERIOR ELEVATIONS • J MYRTLE ( /• MIIN RAP wsFACE20 MU S KOGEq O.C. TOTAL AREA:3299.95 S.F. A1,6 ENVELOPE I SECTION (E) PROPERTY LINE 2-UPPER GARAGE AREA PROPOSED:521.12 S.F- CF1.0 CUT&FILL Saurabh Patel / CJ PROPOSEDY WALL W! 2-CAR LOWER GARAGE AREA PROPOSE :541.44 S.F. k S'PRECISIONBLOCK DP1.0 CONCEPTUAL GRADING AND DRAINAGE PLAN •, SSEEPAGEA'11.SECTIOON G-G TOTAL GARAGE AREA: 1062.56 S.F. DP1.1 CONCEPTUAL GRADING AND DRAINAGE PLAN Ip QSY FRONT PORCH:77,00 S.F. (SECTION/DETAILS) c1r) Q�/' �Y '•� 7Q `off COVERED BALCONY IN REAR:405.83 S.F. LS1.0 LANDSCAPE PLAN P— (P) DR EWAV.,°o• �A �y� LOT COVERAGE AND SQ.FT.COVERAGE: LOS LINE OF SIGHT VIEW p� PROPOSED LOT COVERAGE-16.8%MAXIMUM ALLOWED40% R,1 RENDERINGS 0 PROPOSED2,615.77 SQ.FT.LOT COVERAGE MAXIMUM ALLOWED 6,240.6 S.F Q HARDSCAPE COVERAGE: PROPOSED HARDSCAPE:2034 S.F. TOTAL FRONT YARD AREA:4086 S.F. PROPOSED HARDSCAPE COVERAGE-49.7% W UJ 5 l.�P Owner/Builder:Saurabh Patel 0 Z ' FF_tEi FlOpft d P �+ (r DRNFW FF. 5•q�� 8659 Red Oak St. ED O PROPOSED BLOCK Suite I )�M m RETAINING WALL(2-0 Hn Rancho Cucamonga,Ca.91730 Q •,, ,., (909) 257-7547 email:rob@spdrafting.com �+ PROPOSED 3'RETAINING W '� �) F.F, �•�< O W W/6"PRECISION BLOCK �, .:;. �, Designer:SP Drafting:Saurabh Patel = C LENGTH OF WALLA 8' \ 'ze,.o SEE PAGE OP7.1 SECTION V0 I(E) PROPERTY LINE 8659 Red Oak St. m ROPER UNLy !^I PROPOSED s•wLOLK Suite I SHEET INDEX a U 3 6"PRECISION BLOCK 2 Z � O IE) PSEDTWALLW `., f WISTVCCO Rancho Cucamonga,Ca.91730 PROPOSED BLOCK conc'aaa \�'• SEEP GEEA1.5SECTIONG-G (909) 257-7547 g email:rob s draftin com D Q O LL 1571-0, 6"PRECISION BLOCK 1 F'I LENGTH OF WALL 37 % p g W ! 1 SEE PAGE A1,$SECTION �O. �,, OL V( 1 •s `�,•, CVWD EASTMENT PER INST.#2Q05-07 25 91 0 ,^ v VARIABLE WIDTH SEWER EASrMrrNT Z LO Z (E)GATE 210 F 210 U < O CID z W Z 21.30• ''•,, S Project z Site and Revisions Date 9s, s�q e L) Location DRC2020-00016 211312020 L'F Qp 2nd Review 5126/2020 ?` ♦ Q 3rd Review 8/27/2020 NO GRAD€NG BEYONDTHIS LINE to '� A*y (E) PROPERTY LINE RED kL rQUNTRV 41h Review 1110512020 TO REAR PROPERN L1NE PROPOSED U IRON FENCE WITH GATE B RD �' LENGTH SO'-0" t , CAMINO ,b ALL EXISTING TREES TO REMAIN / ,< � I Q� FOOTHILL LL aLvo Date: 11/17/2020 Job No: (E) PROPERTYLINE �� U PROPOSED 6'WALL W/ CVWD EASTMENT PER INST.#2005-0725810 ' Drawn. 6'STUCCO PRECISION BLOCK % VARIABLE WIDTH SEWER EASEMENT LLIWf OJ LENGTH OF WALL 158' m SEE PAGE A1,5 C SEGTIO Checked: 10 > U 77.5 FL NOTE:GUTTER IS COVERED WITH a Scale: AS NOTED DIRT FOR THE MOST PART Q 77.73 TOP O GRATE TABLE 17.36.010 DEV. STANDARDS RESIDENTIAL ZONE L Sheet Title: DROP INLET z 74.70 FL 18'PVC PIPE MINIMUM SETBACKS ZONE:L PROVIDED 7DCOUE VICINITY MAP, ' Exhibit A FRONT YARD 37' 54' YSHEET INDEX, INTERIOR SIDE 5'110•F" 1 or(15'FT Y & SITE PLAN J a' REAR SL71!ACK 20' 97'-6' Y 10 a LOTCOVERAGE 40% 16.8% Y Sheet No. MAXIMUM BUILDING HEIGHT (ENVELOPE) 30 25'-3- Y N MAXIMUM TOP OF CURB HEIGHT NONE 13'-p" Y T.1 SITE PLAN SCALE: 1/16"= 1'-0" 3 VICINITY MAP '� SPl?KA1=TIN6f.G0M SP Drafting 8659 Red Oak St. Suite I Rancho Cucamonga,Ca. 91730 (90$ 257-7547 email:rob@spdra#ting.com 4611 SP DRAFTING I 40=r 14'fi' d2' 3'-V T-it' 51-V 1 7 8 l Saurabh Patel A 2 6 O � BALCONY 281$' M ® O O O p e ® O I O I eELCw F b!�'' ®0 b.,.��0O9R]t1BIN1O0bN.q.G15�B R8 n tf O t ,o•u-T mII uI e F — iI u�Mtr.Bt SF oQ [W� D qb pS` �zxBF i O- a E s R! M]9AB9.bTE5wFR IiI ls 103 III � x6�t QiI odC..T ♦��❑w�(.��/`■ UU oa� owl C/QN LMNGG RW9105 42*2 8Ev P,O DCCI1]„ � I_•mL/D , ' ;I LOc_ 621t O 0 0 O � P Tk)' BEDROOM QOSE i120'-r L � U F 00 (D 2 ZC (° CL CSET Q0 UNDR�30 LOSE�Rw CtOSFT C_0.ET 1 T CH) 10W T LO ZQN eED9 Q Q V) GOz a 3r�r I H h ���8f o Revisions Date I i34' r-10 BLo 1r r-r n-r 3'-1r ORC2020-00016 211312020 1ze a's z3'� s.r a•m sa +' 2nd Review 512&2020 e r KEYNOTES: 3rd Review 8/27=20 4tfi Review 11105I2020 1 2 5 4 s ❑ SGMC 9p4,Ep'ING�RCES M�5 W130"MIN.CLEAR HEADROO 3 112'CONCRETE SLAB ON GRADE Date: 11/17/2020 .3 WINDOW,SEE WINDOW SCHEDULE,SEE Al 2 Job No: 'DOOR,SEE DOOR SCHEDULE,SEE 12 Drawn: i ROOM FINISH SCHEDULE,SEE a Checked: LS Scale: AS NOTED EEXTERIOR SHALL36 MEASUR D IN THEGDIRECTIO OVF TRAVEL,SHALA MINIMUM DI'L�'NOTI BE LOESS IN 6 WIDTH THAN THE DOOR SERVED,AND SHALL BE PERMITTED TO Sheet Title: HAVE A SLOPE NOT TO EXCEED X-PER FOOT ((2%) PLEASE SHOW CONDITIONS OF THE EXTERIOR LANDING WFTHIN THE DRAWING PLANS. (CRC Section R311.3) FLOOR PLAN WALL SYMBOL LEGEND: NEW 2 x 4 PONY WALL INTERIOR STUDS AT 1F'O.C. Z!1^�> Sheet No. NEW 2.4 INTERIOR STUDS AT 16.O.C. i V O NEW 2 x 6 EXTERIOR STUDS AT 16'O.C. C4 O 00 N —.. WALL LINE BELOW A � ./� O 11— 1 n !1 _ �-O- T T11 — 1 11N IPROPOSED 1ST FLOOR PLAN Scale: 118 - 1 -0 3 PROPOSED 2ND FLOOR PLAN Scale: 118 - 11:2:: GARAGE BELOW Scale: 118 - 1 -0 '� ROOM FINISH SCHEDULE WINDOW SCHEDULE DOOR SCHEDULE Ini WINDOW OPENING DOOR OPENING CONST, GLASS 5F11 IPF- PTINO.CoM ROOM NAME FLOORIBASE WALL CEILING REMARKS N0, xx (NSIZE FRAME CONST. FACINGIFINISH REMARKS NO. xx {NOMINA!} {U37MFGRTECTBPEADATA) FACINGIFINISH RATED FRAME REMARKS .9+..7r',f5 ,4,f, FIRSTFLOOR SP Drafting GARAGE#001 [Efl ® © 8'-7 AFF. 01 3'-0'x6'-0' VINYL fLZ VINYL/ FACTORY FINISH GL45S.I SOLAR SCREEN{BHGC 02A 01 W-Orx 8'4r VINYLIFIBERGLASS VWYLIFIBERGLASS - VfF 8659 Red Oak St. - DUAL GLZD FIBERGLASS UFACT R.32 ENTRY 9100 El D El © 5'-V AF.F. 02 7-0-xb'-0- WNYLIFIB VINYL I- FACTORYFNISH GLASS,SLIDING ISOLAR SCREEN(SHGCO29 02 S'-0'x IP4r FIRE RATED SOLID CORE DOOR. PAINTED 2GMIN. WD SECF CLOSING DUAL GLZD FIBERGLASSU-FACTOR.32 wI5�CLO$NG W[i11 COW.SMORSEAI.S. SUMP. I DINING9101 1❑ [KI WNYL1FIB VINYLI FACTORYFNISH GLASS.SLIDING I SOLAR SCREEN{SHGC 02q - s 6 8-0 AFF. 03 5-0 x5'-0' OUALGLZD FIBERGLASS UFACTOR 32 03 7B'x8-0 SC-WVSEOPNL PAINTED Rancho Cucamonga,Ca, CLOSET#102 El � El © 6'-0-AF.F. 04 4'-0'x2'-0" D�G� FFIIBERGIASS FACTORY f1NISH �pGfORSLIDING fSOLAR SCREEN(SHGC0.2G 04 5-0'x B'-r SC-RAISED PNL PAINTED - WD 91730 PANTRY#103 1� qn B'4rAF.F. VINYLIFIB VINYL!- FACTORYFINISH GLASS,SLIDING I SOLAR SCRELN(SHGC 022q SLIDING GLASS DOOR GL. ���°�^�+^a�^ffi �g0� 257-7547 S 6 OS 5'-0'x5'-0' DUAL GLZD FIBERGLASS LFACTOR.32 05 10'-0'a 6'-0• VINYIIFIBERGLASS VINYL!FIBERGUL99 TIS KITCHEN#704 1� VINYLIFIB VWYLI FACTORY FIIOSH GLASS.SLIDING f SOLAR SCREEN(SHGC D25J SUDNGGLA8S ASSR GL, reousssocu�aw� BmaiLrob@spdrafting.Cl}m S 6 8'-0'AF.F, 06 4'-0'.1'-0" DUAL GLZD FIBERGLASS UFACTOR'12 06 5-0'x6'S' VINYIJFIBERGDOO V1M'I-fflBERGLASs TIS taaccaaz w.c�ax:osv LMNGROOM6105 S❑ 61� V-VAX 07 Z-0'x 14r DUAL CFIB VINYL! FACTORY FNISH SHGCO25.32 07 V-0-x6'A" SC-EXTERIORDOOR PAINTED - ND DUAL FIRFRGLASS Ls FAt1.2,1 BEUROOMCO6 1� 5❑ © 8'-(rAFF. 08 IZ-0"x T-0' STL PANTEDIGAAAGE DOORS - '� RG LL-UP SP DRAFTING CLOSET#107 1� 4� I� V-VAFT. 69 1V-0'x T4r STL PAINTEE 'AGE DOORS •• ST(• GARAGEDR POWDER0108 D g 8-0•AF.F. 13ATH#109 Ej ❑B V-TA.RF. STORAGE9110 6 V-W AF.F. GARAGE9111 �3 I� ® 8'-0•AF.F. ORERLAEDSAGSS O, TE DOMPFETY LOFr#200 V-D'A.F.F. m 03 TYP. Saurabh Patel MASTER CLOSET#201 � V-7 AFF, / / s 04 MASTER CLOSET#202 6❑ 3'-0"A.F.F, R 02 y OS ! \.\ ,,i O 06 W.C.#Z03 1❑ 4❑ � © 6'-0'AP.F. ; � 'q ; �4 ; m ti"/ VARIES I ! \ - / 715 T1S MASTER BATH 920d O 4� © 8'-0'ARF. { W t MASTER BEDROOM#205 1� � I� © 6'-0•AF.F. BEDROOM#206 Fil F±1 E © 6'4'AF.F. 24r FAGTORYFINISH •`. i -\ •\ U BEDROOM#207 0 E �5 © 8'-0'AF,F, 02 BEDROOM ti248 El� El © 8'-0'A.F.F. LAUNDRY#209 �2 5 6 IN AFF. �, 6'-0•f 5'-0• V-TI2'A' 3'-0' FIXED BATH 0210 ❑r 5❑ -6�- V-O'AF.F. SC-EXTERIOR DOOR SLIDING GLASS DOOR(PR LLL.III���`� W EXCERCISE#211 I� 6 4W'&F,F, GENERAL NOTES: D, 04 02 D3 07 OS O6 W Z -0 OECK#212 F1 1.ALL WINDOWS SHALL EXCEED CBC REQUIREMENTS AND STANDARDS. < Ill O _ Z ALL EXTERIOR WINDOWS ASSEMBLY SHALL BE CERTIFIELD PER CBC,CECICALCERT,AND DECK9213 F - T-24 CAC ENERGY REQUIREMENTS AND STANDARDS. 3.ALL GLASS AND GLAZING SHALL MEET OR EXCEED CBC AND CRC REQUIREMENTS. ^ 4.THE NFRG TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT O UNTIL FINAL INSPECTION HAS BEEN COMPLETED. 5.ALL WINDOW UNITS-MILGARO OR EQUAL(DUAL GLAZEDIPANEI (LIST MFGR TECTISPEC.DATA) ® ® ® ® Z 6.NEW WINDOW U FACTOR.32SHGC 25 C Z O O O U U LO Z KEYNOTES: ° O FLOOR: CERAMIC TILE M I2 HARDWOODFLOOR L is'-0^r 12'-0• ` w W z i ❑EXPOSED CONCRETE �COMPOSITEDECKBOARD ROLL-UP GARAGE DR Revisions Date BASE: vB vs I)RC2020-00016 2/13/2020 41 WOOD (PAINTED) 2nd Review 5128/2020 3rd Review 8/27/2020 WALLAND OEIIINGt GENERAL NOTES: 4th Review 1110512020 51 12'GYPSUM BOARD-KNOCK-DN,SEALED AND PAINTED 1.ALL EXTERIOR DOORS TO HAVE CONT.WEATHER STRIPISEALS,DOOR BOTTOW ©1f2"GYPSUM BOARD-KNOCK-PN,SEALED AND PAINTED DRIP,THRESHOLDISEAL 2.ALL EXTERIOR DOORS AND WINDOWS SHALL MEET OR EXCEEDT-24 CALC,CEC;ENERGY PERFORMANCE REQUIREMENTS AND STANDARDS. GENERAL NOTES: S.ALL GLASS AND GLAZING SHALL MEET OR EXCEED CBC AND CRCREQUIREMENT5 Date: 11/17/2020 1.ALL INTERIOR 4.EGRESS DOCR,SIDE-HINGED AND MINIMUM CLEAR WIDTH OF 32 WHEN MEASURED BETWEEN THE FACE OF THE GATES INCLUDING RN SHIES SHALL MEET OR EXCEED 2016 CBCICRC OF THHRESHOLPESTOTTHE BOTTOM OF STOP(CRC 8311 E MINIMUM����C""LEAK HEIGHT IS 78'MEASURED FROM THE TOP Job NO: STANDARDSAND REQUIREMENTS. 5-THE LANDTNGS OR FINISHED FLOORS SHALL NOT BE MORE THAN 172-LDVXER THAN THE TOP THRESHOLD EXCEPT THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7Y4'BELOW THE TOP OF THRESHOLD PROVIDED Drawn: THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. (CRCR311.3.10 B.SECURITY REQUIREMENTS: Checked: (a) EXTERIOR DOORS,DOORS BETWcEN HOUSE AND GARAGE WINDOWS AND THEIR HARDWARE SHALL CONFORM TO THE SECURITY PROVISIONS of THE CITYoFCALIMESA BUILDING CODE. Scale: A$NOTED (M SINGLE SWINGING DOORS,ACTNE LEAF OR APAIR OF DOORS,AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH LATCH AND A DEADB04T�8K.IEY OPERATED FROM THE OUTSIDE.DEADBOLTS SHALL HAVE HARDENED L, JAMBRfFARLATCIHIHASAI�'Y7L0(Q.3SIWNG FEATUR��TMTSHAIL BEA�OEATMO LATCHTYPE DEAD BOLT CYL,@GLAZED DOOR OPENING. SIIP.P,t Title: (C) INACTIVE LEAF OF A PAIR OF.DOORS OR UPPER LEAF OF DUTCH DOORS SHALL HAVE DEADBOLT AS PER THE PARAGRAPH(1a NOT KEY OPERATED OR HARDENED DEADBOLT AT TOP AND BOTTOM WITH 112-[N.EMBEDMENT. SCHEDULES (CO DOORSTOPS OF WOOD JAMBS OF IN-SWINGING DOORS SHALL BE ONE-PIECE CONSTRUCTION ORJOINTED BYA RABBET. Sheet No. 0 N 0 N Al 2 CD ROOM FINISH SCHEDULE 3 WINDOW SCHEDULE 2 DOOR SCHEDULE ' SPIPKAI�TING.GOM a, SP Drafting 8659 Red Oak St. Suite I Rancho Cucamonga,Ca. 2 91730 (909) 257-7547 ._.._.._.._.._.._.._..-.'-'.-........................................_.._.._. email:rob@spdrafting,com 'y----------- ----------------------------------------------------- i i SP DRAFTING 1 ii I i l I --r---------------1------, i Saurabh Patel 1 , [M 1 1 i ------------------------- KEYNOTES: Q I 2 x S FASCIA BOARD 1 i L 3 EXTERIOR WALL LINE BELOW,TYP. .—.. W WO io i U.S.TILE,1 PIECE CLAY"S:TILE EL CAMINO BLEND i UNDERLAYMENT:2-LAYERS 159 ROOF FIBERGLASS FELT,MIN. Q Z 2 I II 3:12 ; i Installation of roofing shall be in accordance W O •� JI ; with manufacturer's specifications" m 3:12 CL a Q = 00 c of Z 3 o 3:12 3:12 Q 0 O ZD of V2 ATTIC VENT LEGEND: z LO z o Q o 3:12Lu l 3 0 3:12 ; O'HAGINS EXHAUST VENT z ------- ----------------I [Ell Revisions Date 1 FEJI Ll INTAKE VENT DRC2020-00016 211312020 i 2nd Review 5/28/2020 3:12 3.12 r FIRST FLOOR ROOF LINE 3rd Review 812712020 i _ ________ i 4th Review 11/05/2020 3:12 2 i SECOND FLOOR ROOF LINE :1 i 1 I --------- EXTERIOR WALL LINE BELOW Date: 11/17/2020 1 ; -----------------------------------` i Job No: . Drawn: --- --- _.._. .._.._.._.._.._..---- - ----- - - -.-.._.._.._..---- ------- 1 � Checked: Scale: AS NOTED Sheet Title: ROOF PLAN Sheet No. 0 N N I A1 .4 ROOF PLAN SCALE: 114" =1'-O' 1 8� SPDKAV=T1NCT.G0M •9�r9 i.'_' 54 4 1 KEYNOTES: ��gg 77 II Lp g �g CC NpgL� pSP Drafting UN6ERLAYMENE2 LAYERS i5#RDOF FIBERGLASS FELT.MIN. 8659 Red Oak St. 113 1 Installation of roofing shall be in accordance Suite I 8 with manufacturer's specifications 3 2 9 o i ❑2 CONT.WEEP SCREED Rancho Cucamonga,Ca. 2 3:,_ 91730 718STMCCO (TM OVER LATHFI H:SMOOTH TROWEL (90� 257-7547 8 / /1u- H / ® WINDOW.SEE WDW SCHED. A,•Z email:rob@spdraf ing.com 10 e e e FRI. ❑5 DOOR,SEE DOOR SCHED. AL2 SP ARAFTING UH8 © ROLL UP GARAGE DOOR.SEE DOOR SCHED. Af•2 ' ■ ■ ® ® ® o g O'HAGINS ROOF VENT 2 ® CAST STONE FOAM TRIM AROUND ALL WINDOWS AND DOORS Saurabh Patel BLANK 1{� CAST STONE FOAM TRIM UNDER EAVES C) NORTH ELEVATION r1 EASTELEVATION Cfj 1 4 11 DECORATIVE IRON RAILING Iti 1 � 8 - 12 JULIETRAILING 3:,3 112 U 10 31: 3.1: 10 1 1 J �Q N 3 1 LU w 0 'a 3 ❑Z � w0 m Ini 8 o Im -V 2 s Z 9 20 0 o Q Q _ U U 3 6 CIO D 11� o Q oZ rol SOUTH ELEVATION (rl WEST ELEVATION Q L� w U) 00 z 07' OF 3' TALL PRECISION 158' OF 6' TALL PRECISION Revisions Date DRC2020-00016 2J13I2020I STUCCO BLOCK WITH STUCCO 2nd Review 512812020 FINISH FINISH 3rdReview 8/2712020 4!h Review 1 110 5/2 0 2 0 Date: 11/17/2020 Job No: Drawn: Checked: Scale: AS NOTED Sheet Title: ELEVATIONS 1 SECTION NORTH TO SOUTH BLOCK WALL ELEVATION Sheet No. 0 N N Ri 52 A1 .5 EXTERIOR ELEVATIONS SCALE: 118" =1'-011 pt Lp LP SP Drafting 8659 Red Oak St. - - - - - - ------------------- Suite I Rancho Cucamonga,Ca. ........ 91730 (909) 257-7547 UPEN TO Mon email:rob@spdraffinpom MASTER SP DRAFTING LIMNO RUOV#13 Kn r�EN OID4 BEDROOM VZ09 RATR q"o ENT-C. ..ZTIM 2-GPiNi1E OPEN AREA Saurabh Patel SETBACK ti TM-K- L -4: lusw�—j SZ CK CY) LF SECTION A-A SECTION KEYNOTES: LAY LE EL GAMINE BLEND ROOF FIBERGLASS LE 1 BERGLASS FELT,MIN. In't ",,j of roof�ng shall be in a OrElarce with manufacturer's 5 pecifications Roof Pitch 3:12 < 1 1z Uj LU Z 0 W -PE o BEDROOM < R EXCERQSE ............... ---- 0 C ------- I (p ) 0 0 Q <x ENTRY Ro<W UV3T-Y 37'�WNIMUM MUN�51�CK 534r SETBACK iOR(:,�-- D -=W�rFRON7' LO Gx��A�s SM. z a-GARAGE < (=>< U) C*Ix z U! Revisions Date r wrrH sn� DRC2020-00016 2J1312020 SECURn P"TS 2nd Review 5/281202G 3rd Review 8127/2020 89 4th Review 11/0512020 0 z SECTION 1.1 0 F1 �1�HI E_ STH MA57ER RWROOM F.O.M Date: 11117/2020 Job No: GARAGE L ING ROOM Drawn: Checked: 37-0 AUNIM FRONT Scale: AS NOTED 2.GARAGE Sheet Title: ENVELOPE / SECTION "PEAR 0 7 7-, SECURW�MK T5 Sheet No. C> C14 0 e� 7z Al .6 ENVELOPE & SECTION SCALE: 1/8" =1'-0" z 2� f� PROPOSED DRIVEW SPD K AcTr TENCr.COM 1312.76 /2BENCH TOP OF SLOPE 2 3 IMPERVIOUS SUMMARY: �7 7 LOPE RETAINING BLOCK WALL - - PROPOSED DRIVEWAY PROP0.5ED 36" a;B.75 BLOCK WALL SITE AREA: 15,601.5 SO,FT, SP Drafting 2.1 3L PE PROPOSED 12'RETAINING ZL 8659 Red Oa St. E,MSTING DRIVEWAY BLOCKWALL TOTAL IMPERVIOUS AREA SUMMARY: Suite 1 5 � E1307NGDRNEWAY Rancho Cucamonga,Ca. 130Q25 FL 91730 /- (P) HOUSE FOOTPRINT (ROOF AREA) -3263.16 5Q.FT. (P) DRIVEWAY AND FRONY YARD HARDSCAPE-2,974.42 SQ,FT. (90$ 257-7547 SECTION E-E 13,11 AC / (P) REAR HARDSCAPE-426.39 SQ.FT. emajl:rob@5pdraftjng,com TOTAL IMPERVIOUS AREA: 6,663.55 SQ,FT, \ 13.73 AC 13.24 TC SECTION C—C SP DRAFTING LOT COVERAGE: 3.a9 aw PROPOSED LOT COVERAGE-17.4% PROPOSED RETAINING WALL 14.28 RIM 1 T HEIGHT 6•TALL TO 36'TALL 13.1 Q LENGH 30.(r PAGE DP 1-1 SECTION F-F �y 0 4 EXISTING RETAANING WALL NOTES: A PROPOSED 3'BLOCK WALL -PER LT HILLSIDE DEVELOPMENT:CUT ANWOR FILL DEPTHS SHA BE LESS THAN S FEET. S8Dr21')I'1 Patel FJ�S�N ON DRIVEWAY G CONC. 15 C EXISTING FINISH GRADE .' '..' ROPOSEO BLOCK WALL AD3ACENTLOT PROPOSED DRIVEWAY � �y#, �, °"0 LEGEND ti 12, O y ��' u„ ---5----- EXISTING SEWER MAIN AND LATERAL O,AC' 34-613 P�t4' +Jf ' y (0 BLOCKRETAININGWAL2� (E) VJ IE) GRADEFORDRAINAGE (SLOPR 16.04 AC GP {00} } G �•, RAISE FOUN➢ATK1N FIGREGRADE FOR DRAINAGE (SLOPE? / r r NGLE HATCH AREA SECTION D-D y„ram, .' ,�� ♦ `� .�y RAISEDSFOUNDATIOENTA N ----_ PROPOSED)FLOW LINE L 16.13 TC CrO�" 1 <� t�/'%•'.g7 P -7� (D WIRE WOOD FENCE TO YP 2'.1 SLOPE PROPOSED ^ RE E T3-]6'BLOCK WALL UJI UJ •) �0 2%SLOPES 2%SLOPE FG FINISH GRADE Z F 1'IPLSB � ' - ��- _ ���� PROPOSED DRIVEWAY (� CENTERLINE 0 R CR 26 78 i''`�'• �z^ w Y.f. E ,+� ` - �j\O�V'�a m 1 7 L - T.O.C. TOP CF CURB '> -- SECTION F-FCL 6,84 NA �.,�+ ' .y ' .-� - ,� - PROPOSED&OC a < _ pn _ - ___ - • �\ RETAINING WALL p -' - -` "G'"'�' EARTHWORK QUANTITIES: CUT & FILL = OJ U (D PROPOREo18LOCK' .1m pE �,1y - __ M Z D G RETAINING WALL - - aPrx-' Q W FILL - 27.$ YDS 2 U O �;a� -- ----- - CUT - 21.0 YDS Q d Q O SOUTHERN CALIFORNIA EDISON V U ou - CVWD EASTMENT PER INST.B 20)r 072591 800-655-4555 Owner/Builder:Saurabh PaW VARIABLE WIDTH SEWER EASEMENT SO CAL GAS z 800-427-2200 8659 Red Oak Si. 0 LO Z (E)GATE CUCAMONGA VALLEY WATER DISTRICT 00 Suite I v FD 19P E56932 '�� ,a�' - _ �, Rancho Cucamonga,Ca.91730 '-' 909.9446000 3 v J PER CR 288W8 p _ _ _-''>q'--'- =' `� _ - CABLE TV (1309) 257-7547 email,rob@spdrafting-Corn z BLOCK ALD O�6-0 r� „a � - 1 � `• SPECTRUM Designer:SP Drafting:Saurabh Patel � ` '3° 8659 Red Oak Si. —0-- "_,�, - y,� ass-892.4357 Revisions Elate XlyFRONTIER COMMUNICATIONS Suite I BENCHMARK DRANAGE LWALE --+• �' FD 1'!P S fi932 855 386 1691 Rancho Cucamonga,Ca.91730 DRC2020-00016 2I1312020 PROPOSED FLOW LINE - "- g LOCATION — I d DIRECT TV �.', PERCR289p78 (909) 257-7547 emaiLrobnQspdrafting.cqm 844-872-8154 Surveyor:Jim Cole PLS 5613 HUGHES NET COLE((� 2nd Review 5128J2020 Project ,_ -- �3 sEWI * , 877-464-9363 LAND SURVEYINGCiATES INC, 3rd Review 8/27/2020 Site and �- I3%SkANour TRASH JDCLANDSURERYING AOL.COM 4thReview 1 110 512 0 20 Location --*� "�' BURRTEC DISPOSAL @ EXISTING GRADING TO REMAIN '�' 909-987-3717 909 797 2074 OFFICE �,1(,��� ""I' ea2zfc RfD HILL ALL EXISTING TREES TO REMAIN C[U9 Date: 11/17/2020 P OIE 0 . 22, ,i` EXISTING SEWER MAIN AND LATERAL ELEVATIO 1264' 2 k P,T,D,F,SILL (E) oER]OR CEMENT PLASTER FOOTHILL BLVD Job No: •, ,+ CVWDEA$TMENT PER INST.#2005-0725910 Drawn: a VARIABLE WIDTH SEWER EASEMENT (E) G.I.STUCCO WEEP SCREEO (CONT} � ' (CRC R703.6.2.4,CBC 2512.7.2) n FD 1-IP LS 6932 Checked: PER CR 289/078 NOTE,GUTTER IS COVERED W37H 7 2%SLOPE AWAY FROM STRUCTURE AS NOTED 1p 'a 8'54 TC DIRT FOR THE MOST PART FLOW LINE Scale' TO BE CLE.ANEDOP UPON CONSTRUCTION z� vARIEs Sheet Title: 77,73 TOP OF GRATE ? Orva S BENCH MARK-CITY OF RANCHO CUCAMONGA DROP INLET NO,iQD48 ELEV.=13D2,3i7 74.70 FL 1a"PVC PIPE S+� CONCEPTUAL GRRAADDEE GRADING AND ,o NON-PRIORITY WQMP OF IMPERIOVIOUS AREA OF UNDER 9999 S.F. DRAINAGE PLAN Sheet No. N VICINITY MAP '114 4 CONCEPTUAL GRADING AND DRAINAGE PLAN 2 DRAINAGE DETAIL '� spPKAFTING.GoM SLOPE PLANTING REQUIREMENTS (SEENOTE#3) ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY.INCLUDING STREET, AREA SUMMARY LANDSCAPE SUMMARY: SP Drafting SHALL BE INSTALLED PER THE PUBLIC IMPROVEMENT PLANS 2-15 GALLON STREET TREES 8659 Red Oak St. BOTANt TROEMIE: A=886 S.F. B=193 S.F. FRONT YARD LANDSCAPE RATIO Suite COMMON NAME(1ND3OH HARDSCAPE (MAX.) -2,034.7 SQ.FT. (49.7%) MIEN GROW SPACE 20'OKC, LANDSCAPE (MIN.) -1,440.0 SQ.FT. (38.7%) Rancho Cucamonga,Ca, MIN SLOPE PLANTING PLANT RAMIE REQ. PROVIDED REQ. PROVIDED o 91730 REQUIREMENTS DECORATIVE HARDSCAPE (MAX.) -0 SQ.FT. (0/p} 90 257-7547 1-5 GAL 1250 S, . LANTANA 5 GAL 4 7 1 3 F NOTES: emaiL•rob@spdraffing.com 1-1 GAL 1100 S.F. PROSTRATE 9 1'z `� '� 1.LANDSCAPE CO(NTRA TOR SHALL COMPLY WITH RCMC SEC.17.26(F) (B) AND MYOPORUM 1 GAL (RESIDENTIAL LANDSCAPE DEVELOPMENT STANDARDS) . 5P DRAFTING 2, s •�% O� 1-15 GAL 1150 S.F. QUEEN PALM 6 6 1 1 . s DE LOP,ENT AND RDS} . 15 GAL 3.Slope plandn Slope banks five feet cr greater In vertical height and of 5:1 or greater slope but less than 2r1 slo m e.shall be,at minimu , irrigated and landscaped with appropriate groundmver for erosion control.Slope banks five feet or greater in venires height and of 2:1 or Q G\> 193 S..OF SLOPE greater slope shag be landscaped and irrigated for erosion control and to soften their appearance as follows:one 15-gallon or larger size 6 Gee pereach 150 square feel or slope area,one on aAon arlarger size shrub for earn 700 square Feel of sloppee area and appropriate G AREA:B gmmdmwr,In edd�tlon,slope banks in excess oT eight feel in vertical and of 2-1 or greater slope shall also inrAude one fiveyallan or larger size tree per each 250 square feet oisbpe area.Trees and shrubs shall be planted in staggered Casters m soften and vary tape{slam.Scope planting requ'ued by fts section shag lnpl de a pemranent''=,cn system to Installed by the developer poor Lo ooapancy.Maintenance by a homeowners association may be required by dre planning commission on a b o z.3 10 PLANT LEGEND Saurabh Patel SYMBOL COMMON NAME SCIENTIFIC NAME SIZE �eb M,p GQrl. �O�J f y QUEEN PALM SYAGRUS ROMANZOFFIANA 15 gal 9�- �? Pr 3 Q / s2, 1P V Ito \� m 1 .28in LANTANA LANTANA CAMARA 5 gal L (P) D W PROPOSIDBLOCK 1 a[ � W :2\o REAINNG WALL(Z-V" PROSTRATE MYOPORUM MYOPORUM PARVIFOLIUM g Q Z • LLI SBA S.F.OF SLOPE �� PLANTING AREA:A 9soo, r� —ANS00' (E) PROPERTY LINE KVN\ EXISTING TREE O V .9 \ �� Q,TYP. IPl mNC Pee �, .01 m Z U <� CVWD FASTMFNT PER tNST.A 2005-0725910 Z 9 O O VARIABLE WIDTH SEWER EASEMENT O (E)CATE LANDSCAPE LEGEND � _ IX D UU (E,) (E) GRADE FOR DRAINAGE (SLOPED z < ,.� LC)Z O s' U% PROPOSED GRADE FOR DRAINAGE (SLOP4 z 'w CD �� moose o' Euco PROPOSED BLOCK WALL!RETAINING WALL Z �f J �. PROPOSED CONTOUR LINE RBV1SiORS Date CONDITIONS OF APPROVAL l J� �' DRC2020-00016 211312020 2nd Review 5P2812020 Prior te ar,y work b�rngg performed in Public g-gP ir!r-way,foes Shad be paid and a Engineering I 4t 3rd Review 8/27/2020 Cervices ep PemUt(seporatefrom otherrgYermilre shag be obtained from the EngSnaerLig p Service Department te atltlition m any other permits required. '< � �/�� Street trees,a minimum of t afim size or per City 4tln Review i 1/05/2020 5-g larger,Shall be Installed rCi standards in S accordance with the Gity's street tree program. Have a reggistered Cv¢engineermvise City Drawing 9 922 rortho improvement(Q fisted above 'y, 22'6 pportobuldingpermiifssuance (plan check fees apply) NOTE:GUTTER IS COVERED WITH Ali public improvertlems (intador streets drainage faCBikos,Commw£N traits,paseps, s, DIRT FOR THE MOST PART Date: 11/1 7/2020 Iandscaped areas,etW shown on the pans a temaWa ma shall be earnsmeded to City StantlaWs.Interior street Improvements stringi�xtuda,but ere nest Salted m,cwh and gutter,AG pavement drive approaches,sidewalks.skeet fights,and street trees. Job NO: All improvements within the puWic+ighi-oNway,including street trees,sha0 be Installed perths public 77,55 FL improvement plans. Drawn: Construct the following perimetersireel improvements including,but not Imated to: 77.73 TOP OF GRATE Checked: Drive pr• DROP INLET Sireel rees Street trees shall be Installed per the notes and legend on Sheet 74.70 FL 18'PVC PIPE Scale: AS NOTED LS7.0 Street Name Camino Predera Sheet Title: Botanical Name Lagperstmveemta Indica Mi CorriGorow Spero Zee MC a (Muskogee) , S. dttink LANDSCAPE oty.2 PLAN Coretruclion Notes for Street Trees: 1) All skeet Uses are m be pfanled in aomrda with cn standard plans 2) Priar to the commencement of any pfanAng.an roriamic Setts report shall be famished to me Gry Irepect� Any unusual toxicdes or nutrient defidencks may roora backfil s. l L amendments,ss delerminod by the Gt}r inspector. Sheet NO. /U eet firers are subjed to mspec4on and acseplance by the Erg+neemg Services O The developer shag be respenstle forthe relocation of eMsbp utilities as necessary. 4['V Street trees are to be planted per public improvement plans or77y. N LS1 ■O LANDSCAPE PLAN 5rPKAFT1NG.00M e ® • ® SP Drafting ®® ,® 8659 Red Oak St. • • LINE OF SIGHT RENDERING B Suite I LINE OF SIGHT LOCATION A-A Rancho Cucamonga, Ca. LINE OF SIGHT LOCATION as 91730 AND• • SECTIONL3-3NATION ER05 (909) 257 7547 • PROPOSED DEVEtOPMENT email;rob@spdrafing.com • LINE OF SIGHT RENDERING A SP DRAFTING MAP OF LINE OF SITE LOCATIONS LINE OF SIGHT LOCATION B-B - -- - - - - -- - LINE OF SIGHT LOCATION A-A -°- _ �+r -- h a _.- Saurabtl Patel - -------- --- w - - .._..__._.------ - �� MTn�11 F.F.6125 GN9i0 PAE6M � {2�1 STN�'E[i !;%CEASE O F.n.r.. — § b ENTRY LjV ROOM Q U 'T4 3TC MV#1UM FRON'SE�4C4 5>� 5141FROW.ET$�CJt r�K_ - - - J Q SECTION 33 :- W LU o Q a m CL CL ¢ { OIL E U Q oQ w 0 acoo flIf z RENDERING A Revisions Date BUILDING HEIGHT I _ DRC2020-00016 211312020 r _ _ — LINE Of SIGHT VIEW 2nd Review 5i2812020 — - - -- — 3rd Review 8127/2020 FLOOw , , 4th Review 1110512020 Z i FINISH II. NNO I — 8775C7Ua1N0 PRFPERA Y TOC CAMINO PREDERA it V EFl LIJ Date: 11/17/2020 a o m Job No: Drawn: w 0 Checked: � E OF SIGHT FRONT ELEVATION VIEW ilk U Seale: AS NOTED Sheet Title: ---- - HORIZONTAL LINE OF SIGHT RENDERED VIEWS Sheet No. RENDERING B LOs' HORIZONTAL LINE OF SIGHT VIEW '� t ? 014 x odW ® m _ SP Drafting 8659 Red Oak St. Suite Rancho Cucamonga, Ca. 91730 � F (909) 257-7547 B h q email.rob@spdrafting.mm. LJ r� SP DRAFTING Saurabh Patel c1r) a v - will f � WQ W v Ae �' w O 00 = Z: c a UD U U o Z OC) 01f Revisions Date DR02020-00016 2113120 Date: Job No: Drawn: Checked: Scale: AS NOTED Sheet Title: RENDERINGS & PERSPECTIVE VIEW Sheet No. RENDERINGS & PERSPECTIVE VIEW R. SITE DATA SUMMARY: NEW CONSTRUCTION FOR: SPPKA1=T1N0.G0M SAN BERNARDINO COUNTY Saurabh Patel ACCESSOR'S MAP BOOK 0207 PAGE 63 SP Drafting LOT 16,TRACT NO. 10035 MB 179/33-35 XXXXX Camino Predera 8659 Red Oak St. OT SSZE R'S PARCEL ti 5 SQ NUMBER:0207-631-06-0000 Rancho Cucamonga, CA 91730 Suite I TOPOGRAPHY:SLOPE Rancho Cucamonga,Ca. OCCUPANCY (CBC 2016) :R-3/U GARAGE 91730 ZONING:L,Single Family Residential (909) 257-7547 SPRINKLERED-DEFERRED FIRE SPRINKLER SYSTEM SUBMITTAL SWEET INDEX: email:rob@spdrafting.com CONSTRUCTION (CRC 2016) :TYPE V-B ARCHITECTURAL: FLOOR AREA SUMMARY: (Proposed) TA SITE PLAN,VICINITY MAP, SHEET INDEX SP DRAFTING / NEW CONSTRUCTION OF A 5 BEDROOM,3.5 BATH,TWO r / 00, STORY SINGLE FAMILY HOUSE WITH KITCHEN,DINING A1.1 FLOOR&FRAMING PLAN \�p G ROOM,LIVING ROOM,LAUNDRY,UNFINISHED BASEMENT A1.2 ROOM/WINDOW/DOOR SCHEDULES 3-CAR GARAGE A1.3 FOUNDATION PLANS Y O 1ST FLOOR AREA PROPOSED: 1926.5 S.F. A1.4 ROOF PLAN F / A1.5 EXTERIOR ELEVATIONS 1 SECTION ''s /, oG �• 2ND FLOOR AREA PROPOSED:2029.3 S.F. Saurabh Patel .'` TOTAL AREA:3955.8 S.F. CF1.0 CUT&FILL DP1.0 GRADING&DRAINAGE PLAN C:) GARAGE AREA PROPOSED:836.1 S.F. LS1.0 LANDSCAPE PLAN M UNFINISHED BASEMENT AREA PROPOSED:640.8 S.F. RA RENDERINGS o EWAY LOT COVERAGE: O A Q+ g ^°�O O \Q� PROPOSED LOT COVERAGE-17.5% GQ Q ,�� s�°�t� r ••' `� Owner/Builder: Saurabh Patel Q U 8659 Red Oak St. J Q i F♦ Suite I w LLiI D �o �s,•�y ,, \; \ ,9g TA P�°� Rancho Cucamonga,Ca.91730 Q o���e� (909) 257-7547 email:rob@spdrafting.com LU cP) DRIVEWAY r.F. .. C7z < h/O .� PROPOSED BLOCK L.L. RETAINING WALL(2-0"HI} Designer: SP Drafting :Saurabh Patel z .,nr 8659 Red Oak St. 00 N ,p Suite I� f 13013 FG F�IMSEMEM �.� 9s, �o �J Rancho Cucamonga, Ca.91730 oo,,,• l s ` \o• / Ito Pi20PER3YLINE (909) 257-7547 email:rob@spdrafting.com SHEET INDEX 2 o Q V ZB.OFF QV ♦ .. V) X U ��4e0�••; '' %. (E7 GATE 210 r 12 0 L) X Z Ito X < Project Z Site and Revisions Date �S• S,�qC •sy �oo� � Location E REa HILL C NO GRADING BODTHII CLUB R AN TRy T PR LINE NO ALL FY1SVNG TREES TO REMAIN < ' �, •'9s.. GJQ�� FOOTHILLBLVD P°E�'I Date: 1 112 512 0 1 9 °pLU 4 Job No: NOTE:GUTTER IS COVERED WITH Drawn: DIRT FOR THE MOST PART L1 tL � m Checked: 10 _ 77. FL d Scale: AS NOTED 77.73 TOP OF GRATE Sheet Title: DROP INLET z L 18"PVC PIPE VICINITY MAP, Exhibit B SHEET INDEX, & SITE PLAN Q d © Sheet No. rn 0 N T.1 SITE PLAN SCALE: 1116" = V-0" 3 VICINITY MAP 1 SPE)KAFTINC-T-GOM SP Drafting 8659 Red Oak St. Suite I Rancho Cucamonga,Ca. 91730 (90$ 257-7547 emailsob&pdrafting.rom SP DRAFTING 11)2 3 l9 5 IB) � T B) 19 ° 1i1; 1 21j` i415� IB) 7 B� 19)10'11 i 3'Y Vr 2'10' Ste• 13•-2'� 13'-7• 13=9• 43'•T 1V-4' 6'-S 3*-r 3-Y. YW V-2- 6'-11' Y-Z' 6--1' 4't• 1T-0° 6'-0' 14'4• ' 1' - R • ' ---�:i Saurabh Patel A 6 i--- BALCONY 28'2 O F DEnvc 313 �yti 6 BMRRD MC71 BFD lROOMV12 a --_fig) B V•J o r— r I _ 0 (2) ®sue Q I R li EA O b 4 MASTER O I 81A6F IGi--- DEDR00N 2sras La C€A of pHEN DVIN pRROOMY105 ONFaASHEP B0.5EMENT - V� s —� Q as BAaTFIn�ro O GD 1 € ° W R 0 w W I BEORCCM 910e lo:--- o O IA w biw- GLO Er sl O o o O f4 b ---mo O EOROM O °5E o; O UNO BATA(D 6w - PANTRY BON" E) D Q0 Wiir Fo L I`�-__^ m 0 0 o c1 E -- ---�,; N BTQNAB� � � , = W.G m ® 0111 q I 1 L O O wsp BELOW _ Tq 1�Y V O O CLOSET CLOSET R�,FA S�F 01 6;R;ZE O MASTER AIM1 rz62 i2Q �v.us T .=J Q ® ® z0 i f ♦^ V- 5 ss-0• 2 6 .10' I I I I z N T''--- _ -' Revisions Date 4 i 0 i i. t)P 3 e�5 B 17)a' a IQ IMP 1 15'B" B'-Z" 16'-6' 59-11' ' � f KEYNOTES: 1 2`L� 4 5 6 "A 6 E 22°x 30'CEILING ACCESS W!30°MIN.CLEAR HEADROOM {CMC 904,10) ,(CRC R607) , a 3 1/2"CONCRETE SLAB ON GRADE Date: t 9/26/2019 E WINDOW,SEE WINDOW SCHEDULE,SEE 4 L5 Job No: 1 DOOR,SEE DOOR SCHEDULE,SEE Ayy Drawn: ROOM FINISH SCHEDULE,SEE checked: AI.5 Scale: AS NOTED EXTEB MEAASRUIOR RED INTHEGS SHALL DI DIRECTION OF TRAVE'LMUM SHALL^NOTIBELOESSIN WIDTH THAN THE DOOR SERVED,AND SHALL BE PERMITTED TO Sheet Title: HAVE A SLOPE NOT TO EXCEED X-PER FOOT(2%) PLEASE SHOW CONDIMNS OF THE EXTERIOR LANDING WITHIN THE DRAWING PLANS. `CRCS 0onR311.3) FLOOR PLAN WALL SYMBOL LEGEND: NEW 2 x 4 PONY WALL INTERIOR STUDS AT 16-O.C. 4D Sheet No. NEW 2 x 4 INTERIOR STUDS AT 16.O.C- {- NEW2x6EXTERSORSTODSATI6'O.C. A1 .1 PROPOSED 2ND FLOOR PLAN Scale: 1/8"= 1'-0" 3 PROPOSED 1ST FLOOR PLAN Scale: 118"= 1'-0" T2 PROPOSED BASEMENT PLAN I Scale: 118"= 1'-0" ROOM FINISH SCHEDULE WINDOW SCHEDULE DOOR SCHEDULE WINDOW OPENING DOOR OPENING cotusT. SPDP- r7TiNO.GOM ROOMNAiu1E FLOORlBASE WAlL CEILING REMARKS NO. SIZE FRAME CONST. FACING I FINISH REMARKS NO. SIZE MILGARD OR EQUAL FACINGIFIN[SH Rq p FRAME REMARKS %X {NOMINAL) xX (NOMINAL) (UST MFGR TECTISPEC.DATN FIRSTFLOOR SP Drafting ENTRY#]00 1 4 © B'-0'AF.F. Dt 3•-0•z 5•v VINYL IFlB VINYL! FACTORY HNISH GLASS.ISOLARSCREEN(SHGCO28 01 G-0'.V-B' VINYLIFMERGLASS VINYL I FIBERGLASS - VIP 8659 Red Oak St. WALGLZD FIBERGLASS FENCH TYPE U-FACTOR 132 DINING#101 ❑l © 6'-0'AF,F. p2 z-0'z 6'� VINYLIFIS VINYL) FACTORY FINISH GLASS.SUOINGISOLARSCREEN(SHGC 023 02 S-V.V-8' FIRE RATED SOLID CORE DOOR PAINTED 20 MIN. Y'/0 SELF CLOSING DUALGLZO FIBERGLASS FENCH TYPE UFACTOR32 PUSDFCL05MGNiRICCNT.5NCxE8Eu5. Suite I CLOSET#102III El VINYL FIB VINYL) FACTORY FINISH GLASS.SLIDWG)SOL4R SCREEN(SHGCU2S - Rancho Cucamonga,Ca. 5 6 6'JY AF.F, 03 2'-0'x 3'-0' DUALGLZD FIBERGLASS FENCH TYPE UFACTOR.32 03 2'-0'xfi'A' SC-RAISED PHL PAINTED WD PANTRY#103 1❑ 4� ® Q 8-0'AFF. 04 3'-0'z 3'a UAL GLZO F8FRGL455 FENCHTYPE FACTORY FINI5H »AMRD Gl SOLAR SCREEN(SHGC 02y.32 04 S-0'x6'-0' SC-RAISED PNL PAINTED - WD 91730 KITCHEN 4104 El El El © SW A.FF. 0$ S-0'x 5'-0' VINYLIFIB VINYL! FACTORYFINISH GLASS.SLIDING I SOLAR SCREEN(SHG0022 05 10'-0•z B'-e' SLIDING GLASS DOOR VINYL!FIBERGLASS C'I" ����� (909� 257-7547 DUALGLZD FIBERGLASS FENCHTYPE UFACTOR.32 VINYLIFIBERGLASS Tr. r910C0$ LIVING ROOM#10$ VUNYLIFIR VINYL FACTORY FINISH GLASS.SLIDING I SOLAR SCREEN(SHGC 02N SLIDING GLASS 000R GL, w�eeoausouKeuan s 6 eOAFF. 06 aOzrD 06 s-0"xV-8 VINYLITIBERGLASS � email:rob@spdra�ing.com DUAL GLZD FIBERGLASS FENCH TYPE U-FACTOR NNYLI FIBERGLASS T/3 RUCISUSAHEA#105 1� WEE], © 8-0'AF.F. 07 2-0'x1'-0' Y1NYLl FIB VINYL! FAGTORY FINISH SHGC 025 07 7.6'x6'•8' POCKETDOOR PAINTED - WD OUALGLtD I rRGl-4S5 FENCH TYPE U-FACTOR.32 El CLOSE 9107 ❑1 © 8'A•AFF. 06 ✓f-0'xT-0' STL PAINTED I GARAGE DOORS - STL ROLL-UP GARAGE DR SP DRAFTING BATH#1p6 El 4UQ 6-7 A.F.F. 09 16'-0'x T-0' STL PA1r+i'EDl GARAGE ODORS - STL GARAGEDR BEDROOM#109 1 46 8'JY AF.F. TEMPEREDSAFETY (TP GLASS BATH#110 �1 BLVA.F,F, �•STORAGE#111 ❑3 I�' fiSLY AF.F. GARAGE#112 ❑3 IJfi❑ S-0•AF.F. 01 TEMPERED SAFETY LOFT#200 5� © T-O'AF.F. TIS rrs Tls N 03 Saulabh Patel MASTER CLOSE7#ZM1 ❑2 4❑ 5❑ S'-0•AF.F. / // / 04 MASTERCLGSET#202 Q O © 94•A.F.F. fO 02 05 i' \,\ i, Q O6 % \. % M W.C.#203 � � Q © B�Tf AF.F. % •\ i \ i TIS T15 MASTER BATH#2D4 1� yI� © 84T A.F.F. ! VARIES ` _ MASTER BEDROOM#205 1� 8-0•AF.F. 01 03 64 OS O •\ j '\ 2.�. FACTORY FINISH LAUNDRY#207 1� 4 S� © 843'AF.F, 0? \ BEDROOM#208 5❑ 8'-0'AF.F. '� L CLOSET#209 ? 4 5 6 8'A'AF.F. i, 6'-0'!5'fi' 3'-0"!2'JI' 2'A" FTxEO BATIA0210 O 4� 8'�AF.F. SLIDING GLASS DOOR(PFa GENERAL NOTES: Q W Z BEDROOM#211 O S 6 pj e'-0'A.FF. 01 01 02 03 07 OS O6 BEDROOM#212 6'-0`AF,F. 1.ALL WINDOWS SHALL EXCEED CBC REQUIREMENTS AND STANDARDS. LL O DECK#213 2 T-24 CAC ENERGY REQUIREMENTS ANDRIOR MINDOWS ASSEMBLY STANDA BE RDDS.FIELD PER CBC,CECICAL-CERT,AND 3.ALL GLASS AND GLAZING SHALL MEET OR EXCEED CBC AND CRC REQUIREMENTS. < 1 4.THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT O �1 UNTIL FINAL INSPECTION HAS BEEN COMPLETED, W 5.ALL WINDOW UNITS-MILGARD OR EQUAL(DUAL GLAZEDIPANE) C (LIST MFGR TECiffiPEC.DATA) fi.NEW WINDOW U FACTOR 32 SHGC.25 o I� U z Up O U x D U z z ° Q Z KEYNOTES: LD FLOOR: 1�CERAMIC TILE W I� C 1 HARDWOOD FLOOR Z /// 91"POSED CONCRETE Q COMPOSITE DECK BOARD ROLL-UP GARAGE DR ReVISIOn5 Date OB 09 BASE: F.-I WOOD(PAINTED) WALL AND CEILING: GENERAL NOTES: �5 112-GYPSUM BOARD-KNOCK-DN,SEALED AND PAINTED 1.ALL EXTERIOR DOORS TO HAVE CONT.WEATHER SIMPfSEALS,DOOR BOTTOM! ©1(2•GYPSUM BOARD-KNOCK ON,SEALED AND PAINTED DRIP.THRESHOLDISEAL • 2.ALL EXTERIOR COORS AND WINDOWS SHALL MEET OR EXCEEDT-24 CALC.CEC:ENERGY PERFORMANCE REQUIREMENTS AND STANDARDS. GENERAL NOTES: 3.ALL GLASS AND GLAZING SHALL MEET OR EXCEED CBC AND CRC REQUIREMENTS Date: 11/25/2019 4.EGRESS DOOR.SIDE-)HINGED AND A MINIMUM CLEAR WIDTH OF.32`WHEN MEASURED BETWEEN THE FACE OF THE GATES 1.ALL INTERIOR WALL&CEILING CONSTRUCTION ANOTHE STOP WITH THE DOOR OPEN 90 DEGREES THE MINIMUM CLEAR HEIGHT IS 78'MEASURED FROM THE TOP INCLUDING FINISHES SHALL MEET OR EXCEED 2016 CBCICRC OF THRESHOLD TO THE BOTrOM OF STOP.(CRC R3112} - Job NO: STANDARDS INTERIOR AND REQUIREMENTS, 5.THE LANDINGS OR FINISHED FLOORS SHALL NOT BE MORE THAN 1 X-LOWER THAN THE TOP THRESHOLD EXCEPT THE 2 ALL R FINISHES TO MATCH(q EXISTING. LANDING ORFLCOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 4•BELOW THE TOP OF THRESHOLD PROVIDED Drawn: THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR(CRC R3113.¶ 6.SECURTTYREOUIREMENTS: Checked: (4 EXTERIOR DOORS.DOORS BETWEEN HOUSE AND GARAGE WINDOWS AND THEIR HARDWARE SHALL CONFORM TO THE SECURITY PROVISIONS OF THE CITY OF CALIMESA BUILDING CODE Scale: AS NOTED (y SINGLE SWINGING DOORS,ACTIVE LEAF ORA PAIR OF DOORS,AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A LATCH AND A DEADBOLTT KEY OPERATED FROM THE OUTSIDE,DEADBOLTS SHALL HAVE AHARDENED JAMEB.]FALAT(CHIHASAK dOCOKING FEAT&UIRNE�3EDMEHALL EMBEDMENT INTO EA THE .A7LIKYPE DEAD BOLT CVL@GLAZED DOOR OPENING. Sheet Title.: (d INACTIVE LEAF OF A PAIR OF DOORS OR UPPER LEAF OF DUTCH DOORS SHALL 14AVEA DEADBOLTAS PER THE PARAGRAPH(A) NOT A KEY OPERATED OR HARDENED DEADBOLT AT TOP AND BOTTOM WITH 1124N.EMBEDMENT. SCHEDULES (d IN-SWINGING OF WOOD JAMBS OF INWINGING DOORS SHALL BE ONE-PIECE CONSTRUCTION OR JOINTED BYA RABBET. Sheet No. ROOM FINISH SCHEDULE 3 WINDOW SCHEDULE 2 DOOR SCHEDULE 1 Al '2 SPVKA1=nN6.GoM 'Y / 77,47 SP Drafting 2 ATTIC VENTILATION_ CALCULATION 8659 Red Oak St. Suite I Rancho Cucamonga,Ca. 1-� -- -- 2029.3 SQ.FT. OF ATTIC SPACE X 11150= 13.5 SQ. FT. 91730 13.5 SQ. FT.12=6.75 SQ. FT. OF INTAKE k AND 6.75 SQ. FT.-OF EXHAUST (.90% 257-7547 h 6.75 SQ. FT.X 144= 972.0 SQ. INCHES OF EXHAUST email:rob@spdrafUng.com I 6.75 SQ. FT.X 144= 972.0 SQ. INCHES OF INTAKE VENTILATION j 5 6 SP DRAFTING INTAKE VENT 5 INTAKE VENT 16"X 4"=26 SQ. IN. OF NET FREE AREA I 972.0 126=37.4 (38) I [ I EXHAUST VENT EXHAUST VENT 12"X9"DORMER VENT= 100 SQ. IN OF NET FREE VENT 8aurabh Patel 1 972.01 100 9.72 (10) — CD —i h I I '7[ i I i KEYNOTES: Q I A I I fl 2 x 6 FASCIA BOARD I I I jEXTERIOR WALL LINE BELOW, W Ul l [ ER-1901]EAGLE CONRETE TILE ROOF I .UNDERLAYMENT:2-LAYERS 15#ROOF FIBERGLASS FELT,MIN. W Z -� I I I l Installation of roofing shall he in accordance O L I I with manufacturer's specifications" IL/ 4 24 GA. x 24"W.VALLEY FLSHG. CL 4 OVER G.I.30#ROOFING FELT I VALLEY FLSHG MEMBRANE,MIN. 2 x 8@ 16'O.C.RAFTERS = 00 C 2x8@12O.C.CEILINGJOIST I — _ �U I � _ ATTIC VENT LEGEND: z z [ I 3 U LU vJ I w li EXHAUST VENT I I � Revisions Date I --��"—` is INTAKE VENT I I 31 �---ArrvI I NOTES: 1. ROOF SLOPES SHALL COMPLY WITH FOLLOWING: Date: 1112512616 a:> 2:12:3-YEAR AGED SRI VALUE OF AT LEAST 16 OR BOTH A 3-YEAR AGED SOLAR REFLECTANCE OF AT LEAST 0.20 AND A THERMAL EMITTANCE OF AT LEAST 0.75. :lab No: —I 2. SHALL USE CLASS A,B OR C FIRE-RETARDANT ROOF COVERING Drawn: PER SECTIONR9D2.1. I I Checked: -- Scale: AS NOTED Sheet Title: ROOF PLAN Sheet No. ROOF PLAN SCALE: 114". =1'-0" 1 A� .4 <-an ----------- ------------------------------------ :SPPKAFTINCi�GOM -------------- 4 5 ---------- ---------------- 4 11:1'1,5;It"4 7 4 4 4 4 4 SP Drafting X 8659 Red Oak St. Suite I gig Mlr" Rancho Cucamonga,Ca. 91730 A OR Z T (909) 257-7547 ------------------- - email:rob@spdraffing.com �,T SP DRAFTING TMHM A.- C' ------------------ ------ --- ---------------- & E 4 4 Saurabh Patel 2 4 CV) 4 4 CF) --------------------- --------------- ------------- ----------- ------------ 4 4 < . ............. ........... --TO-P W r 19, W MDR"F.F. �i�------------------- --- ------------ ----------------- Z=) -------------- ---------- ------------------------------------ TA-P. U. .Z <0 4 4 2 2 4 4 5 0 < Z C0 x z ------------------------------------------------------------------------------------------------------------ ------------------------- Revisions Date -------------------------------------------------------------------------------------------------- KEYNOTES: I MID ER-19DO EAGLE CONCRETE ROOF TILE ------- --------------------------- ------------------------------------------------ --------------------------- IJNDERILAYMENT�24-AYERS 15#ROOF FIBERGLASS FELT.MIN. --------Ica---------- ---------- Installation of roofing shall be in accordance with manufacturer's specifications CONT.WEEP SCREED Date: 1112512019 IT GARA� —M r- W8 STUCCO (TYR OVER LATH Job No: I H WINDOW.SEE WOW SCHED. Drawn: I Checked: ------- DOOR SEE DOOR SCHED. Scale: AS NOTED ROLL UP GARAGE DOOR,SEE DOOR SCHED. ----------- ROOF DORMER VENT Sheet Title: ELEVATIONS SECTION SECTION Sheet No. ELEVATIONS & SECTION SCALE: 1/8" =V-011 A1 .5 SPMA TING.GCM 409.25TT54T SP Drafting 8659 Red Oak St. Suite I EARTHWORK QUANTITIES: CUT & FILL Rancho Cucamonga,Ca. �\ 91730 \ a 31}A�, / FELL - 46.5 YDS email rob@spd afting.om CUT - 33.0 YDS F\� 1 a z4 rc c 13.73AC / SP DRAFTING \ \�,pT � � s.assw LEGEND 742a R€M /� 13,80 TO 4� 13.14 FL Q 14.60TC ❑ FILL-GREEN Saurabh Pate! 1 I5.06 AC 392 FL PROPOSED BLOCK RETAINING WALL Q 1 Tc °p~ h`O� � CUT-RED p 14.60 FL ��' (q BLOCK RETAINING WALL ' 1 44aw16.04 AC —�� 018.13 TO hGO�' 1 44 L gc, r-�=--,�+J ' --,,,,� {q WIRE B WOOD FENCE NQr� '. +� a 16-74 AC 'C ---- / ![\ LLJ 1•IPLS69 _ F.F.l —� �� PER HILLSIDE DEVELOPMENT:CUT AND/OR FILL DEPTHS SHALL BE LESS THAN 5 FEET, W1'� IFsraoorr ®Z as-7 rc RCR28 Uj 76 ;%`x�''' Eir ;" 63.5 PROPOSEDWING BLOCK RETAINING WALL (2'-0"7 - -- O CL � / PROPOSEDBLOCK RETAINING WALL ---- J -_,nx- _ _ 7 , (4'-TMAXHT) #+'" -� - .-" �. Y✓ CONC.PAS.- /— - �� O z < <0 O '� .# y --= ,m�y / ,e`er.�� •',''� X U (E)GATE Z /Z�/ �FD O9I0 O LS 6932 .xa�� .'�3r",'� "'x�' `\��' 0 /\LL PER R 2878 p- -__,en-'� ",'���x. - - .�'� \ U PROPOSED CONCRETE " 81.57 F BLOCK WALL(6'-0"Hn \/-",re-" __�10_____� ,�., a FD 1-IP LS 6932 Revisions Date PROPOSED FLOW LINE ,�- _ ' ,.1� "-" �?�s;P9 A PER CR 2691078 el BENCH MARK:CITY OF RANCHO CUCAMONGA -_---- _ -e NO.IM48 ELEV,=13G2.317 EXISTING GRADING TO REMAIN ALL EXISTING TREES TO REMAIN v* 7 Date: 11/26/2019 y+ Job No: Drawn: FD 1'IP LS 6932 PER OR 2SM78 Checked: 78.54 TC �NOTES IRTrFOR THE MOST PART Scale: AS NOTED 77.73 TOP OF GRATE DROP 114LET 14.70 FL 19'PVC PIPE Sheet Title: CUT & a f> FILL Sheet No. CUT& FILL CF1 .0 SPPKAFTINO_GOM ^9f�92i��r aT \ IMPERVIOUS SUMMARY: \ SITE AREA: 15,601.5 SQ.FT. SP Drafting \ 8659 Red Oak St. Site �\ TOTAL IMPERVIOUS AREA SUMMARY: \ j .. . Rancho Cucamonga,Ca. : (P) UNFINISHED BASEMENT-640.1 SQ.FT. 91730 (P) GARAGE-836.9 SO.FT. (90% 257-7547 `\ 13.11 AC / (P) HARDSCAPE-2,679.6 SQ.FT. emall:rob@spdrafting.com TOTAL IMPERVIOUS AREA: 4,156.6 SQ.FT. �Fa SP DRAFTING ��9 c 13.24 TC 13.73 AC / 00} LOT COVERAGE: 3A8BW PROPOSED LOT COVERAGE-17.5% \ O v t3,14 FL NOTES: Sa_urab_h Patel 14.607C. -PER HILLSIDE DEVELOPMENT:CUTAND)OR FILL DEPTHS SHALL BE LESS THAN 6 FEET. 13.92 FL ,•" 75.116 AC i� CD PROPO RETAINING WLALLK c' O0 q a4y (E) BLOCK RETAINING WALL LEGEND V, 1a.04 AC aa;1 6.44 - i ) Q (E) GRADE FOR DRAINAGE (SLOPE) O'se0+ !'i`•�.' - J RG REGRADE FOR DRAINAGE (SLOPE) ,6.aTC PROPOSED FLOW LINE 76.74 AC 95A4 FL {. _ 19419 FF �, (F) WIRE&WOOD FENCE �I � Pw W � Y �� I P 2:1 SLOPE PROPOSED � V 19P LS 69 #' •r' ,y -�_ TS. .FG FINISHGRADE W O -_ __ _ ' W� ,J ERLINE a 16.73 TC CR 28 CENT 78- :,4�L;; � .FF'.awM�&' .��+':� ba / t6.07 FL I � -:J 16.64 aw ^'-9, _,�' - �ya----'' T.O.C. TOP OF CURB a _ 'r PROPOSED BLOCK L RETAINING WALL(Z-(rHT) OU c PROPOSEDBLOCK Z W �.V j RETAINING WALL {4 0-MAX H7) 'ixa�.oFF ,�. _ ------------,re�';1� p ¢O O COW.PAD #' .,o __ �� __ m'`�� •�' (E)GATE U FD PIP LS 6932 CO PER CR 269/076 za _ -+�"' ',td},p! _ �qe•' �• 1!1 PROPOSED CONCRETE '-` _ - `•�, 81.57 FL Z BLOCKWALL(IT-OW) Revisions Date PROPOSED FLOW LINE , rFO,-IPLS 6932 ~ ,nes-' %��+ - `�'+ _,a�''�' . .:F,•'` + PER CR 2SM78 BENCH MARK:CITY OF RANCHO CUCAMONGq a* -""'� -•! .,,a _ "� �' NO.10048 ELEV.-1302.317 -'°P •' EXISTING GRADING TO REMAIN a.22 C ALL EXISTING TREES TO REMAIN -�•' ,,�' _ ` Date: 1912612019 2 c P.T.D.F,SILL (E) EXTERIOR CEMENT PLASTER (s7ucco) Job No: (E) G.I.STUCCO WEEP SCREED(CONT) Drawn: (CRC R703.7.2.1,CBC 251ZI.2) Checked:FD i'IP L5 6932 PERCR289WB 78.54 TC "I I NOTE:GUTTER IS COVERED VaTH2%SLOPE AWAY FROM STRUCTURE Scale: AS NOTED a' DIRT FOR THE MOST PARTART FLOW LINE VARIES 77.73TOPOFCRATE UZ Sheet Title: DROP INLET 74.70 FL 18'PVCPIPE FINISH E D RAI NAG E PLAN Q Sheet No. GRADING & DRAINAGE 2 DRAINAGE DETAIL D.P 1 .0 SPPKAF-riNG.COM 7!--"T 7!i47 LANDSCAPE SUMMARY: SP Drafting FRONT YARD LANDSCAPE RATIO 8659 Red Oak St. ite � HARDSCAPE (MAX.) -2,283.7 SQ:Ff. (61.3%) I Rancho Cucamonga,9a Ga. \ \A DECORATIVE HA DSCAPE (MAX.) -0 SQ.FT. (0%) 91730 �o+ (90$ 257-7547 \Qv o email:rob@spdrafting.com \� 6 NOTES: 1,LANDSCAPE CONTRACTOR SHALL COMPLY W)TH RCMC SEC.17.36(F) (Q AND SEC.17.122.020(F) (1) (a) . SP DRAFTING `` '' Q (RESIDENTIAL LANDSCAPE DEVELOPMENT STANDARDS) . y 2.LANDSCAPE CONTRACTOR SHALL COMPLY WITH FRONT YARD REOUIRED PER RCMC SEC.17.56.070. j (RES1OENT{AL LANDSCAPE DEVELOPMENT STANDARDS) . �4 PLANT LEGEND Saurabh Patel SYMBOL COMMON NAME SCIENTIFIC NAME SIZE QTY O ce) cj �, 0 �. yp� QUEEN PALM SYAGRUS ROMANZOFFIANA 15 gal 2 V— CD �C 10 4?a, LANTANA LANTANA CAMARA 5 gal 6 LU ',�` ^ �N (P) DR W n! Y W r Ali r+ PROPOSED BLOCK RETAINING WALL(7-0 1..'HT) PROSTRATE MYOPORUM MYOPORUM PARVIFOLIUM g31 15 W Z x _ �0 m f '9Sop, OV- (E) PROPERTYLINE EXISTING TREE Q � ti t.TYP. T ZV c CPI WNC.PAfi *� + LL Qo o � i`��, (E)GATE LANDSCAPE LEGEND � V m (E) GRADE FOR DRAINAGE (SLOPE) z Z 3B Ao U PROPOSED GRADE FOR DRAINAGE (SLOPE) W co PROPOSED BLOCK WALL 1 RETAINING WALL z ~ � PROPOSED CONTOUR LINE Revisions Date y� .. NOTE:GUTTER IS COVERED vulTri i DIRT FOR THE MOST PART Date: 11/26/2019 .lob No: 77.55 FL Drawn: 77.73 TOP OF GRATE DROP INLET Checked: 74.70 FL 18"PVC PIPE Scale: AS NOTED Sheet Title: LANDSCAPE PLAN d Sheet No. LANDSCAPE PLAN L e 1 'O PEI, SPDKPtFT IN0.GOM I 1 it 969,257.7547 SP Drafting 8659 Red Oak St. Suite I Rancho Cucamonga, Ca. 91730 (909) 257-7547 a k emaif•rob@spdrafting.com �Xl: P. �,� SP DRAFTING Saurabh Patel O - 00 CD a ® Z W Q IC Q L = Z� C Z Q o U U U z ♦// X LL npglll {ikiug _ Revisions Date I Date: Job No: t t Drawn: Checked: r., Seale AS NOTED Sheet Title: hl RENDERINGS :. Sheet No. RENDERINGS R' 1 1 January 11, 2021 Anne: This is as a follow up to our telephone conversation last Wednesday morning and e-mail communication that afternoon. In the interest of being part of the solution and offering constructive feedback following review of the Applicant's proposed plans, I reached out to a Design Build Contractor who I have known and worked with on a number of projects where his services were needed by local and national clients. I believe it important to know that our concerns with the proposed design are primarily the street profile and the planting of trees that will only serve to diminish otherwise view share opportunity for us and others on the uphill side of Camino Predera. As has consistently been offered with the Semler, Bardos and Galvan designs, shifting the pad further away from the street effectively serves to reduce the street profile and mass otherwise blocking out the entire valley and horizon from across the street. The Contractor performed a review of the exhibits that we were provided with my only input being seeking constructive reduction of the street profile that would impede view sharing from a value engineering perspective. He got back to me and shared and offered the following profile reduction considerations: • He offered that the 14' height suggested by staff in the proposed standards is the height of a single family residence and didn't seem prudent or appropriate on a downhill slope adjacent a view shed street. He indicated that our split level home was pushed down by design in order to provide view opportunity for the houses behind ours and pointed out that the residence behind ours looks over the top of our home as is the case with many constructed on the upslope side of the street in relation to the lots above them throughout Red Hill. • He noted that the roof has a 3:12 roof pitch, which is flatter than standard. He suggested that a flat roof could leave the slope position in place with no modification (FYI only) to the existing design. He indicated that a roof design that had ridge lines running from front to rear would serve to reduce view share impact, but would still result in some profile impacts, but less than side to side as designed. • He suggested that slightly shifting the pad from 1296 to 1291 would serve to reduce the profile of the house from the street could reduce the profile by approximately 5' from what is proposed and could serve to have a positive impact on the overall cut/fill needed for the design. (This has been a constant request by the neighboring residents and when employed by the developers, has effected the desired profile reduction). This simple change worked for the Semler, Galvan and Bardos design applications, all of which are under a 9' foot profile and the Danny Dera lot proposes a new home built near the bottom of the natural hillside slope. • He noted that the large concrete pad at the rear of the structure is likely to be a future covered patio and suggested that the shift suggested could also create back yard areas on both sides of the slab. • He noted a large 406 square foot (40'x10') balcony across the rear of the structure that should not be compromised as a view balcony with the suggested slight shift of the pad location on the existing slope. This is one of two large decks on the rear of the structure in addition to the large concrete pad and yard area. There is also an 85 square foot (15'x5.5') view deck on the downhill side of the structure Exhibit C next to Loft #200 that could present some privacy concerns with the adjacent residential neighbor. In addition to the foregoing, I have taken the time to go through the proposed plan exhibits and provided review comments on each of several of them to underscore the points of our items of concern following the review. The same issues with respect to reducing the profile to 9' or less to be consistent with those other lots on the downhill slope remain the same, as well as the elimination of any tree planting that serves to negatively impact uphill slope . view share on this view shed corridor. While I appreciate that the Applicant provided exhibits that support his project, he has continued to refuse to communicate with us or any of the other residents concerning this proposed spec house located on the Patel Family Development Project. Just so we are very clear on this application, the neighborhood is prepared to appeal the proposed design to Planning Commission and City Council in the event this property owner continues to ignore the concerns of those of us who will be living here. We can have no more Adams single story profile houses approved on this side of the street and this needs to be made very clear to those development interests who continue to want to destroy our mountain and horizon view shed that is Camino Predera. View shed and preservation of same came up on the recent City GPA stakeholder feedback and should be applied to this view corridor. In the event it becomes necessary for the neighbors to file appeals with the City, we will insist on in person public hearings for both Planning Commission and City Council, and similar to what has been extended to Appellant Bardos with his appeal to City Council concerning his application. I would suggest that it may be more prudent to get the applicant to reduce the profile to less than 9' like the others so he can obtain approval and move to the next step with the site development process. Also, irrespective of the desired new Red Hill development standards proposed by staff in January, that should remain a work in progress until such time as we and our neighbors can provide input that was not completed due to the pandemic. This has been compounded by a lack of consistency in handling these hillside applications up and including this one where the required DRC was not held prior to the approval that was erroneously granted by Planning. The process has been very clear when property followed. Application that has to be deemed complete for formal processing, followed by a neighborhood meeting and followed by a Design Review Committee meeting and followed by a Planning Commission public hearing. This process worked well for the Dera, Semler, Galvan and Bardos applications and should be equitably applied to what will be the first of three Patel applications as well as the rest of the street. Also, the neighbors have made it very clear to me that they want to see the story poles up before DRC is held for this application as was done with Galvan and will need to be done with Bardos when he files a new application. Thanks in advance for your help with this. Please feel free to contact me at your earliest opportunity should you have any questions or need of additional information or assistance with this matter. Thanks, Chuck Buquet, President Charles Joseph Associates 8816 W. Foothill Blvd. #103-376 Rancho Cucamonga, CA 91730 Office (909) 481-1822 "l would like to see the view 'U sheds ro the mountains preserved and embraced with edestrion friendly mixed use arc;st 10ft5, maker- spaces and "! much prefer parks, village type shopping pob.lic art corridors that and unique restaurants with plenty of greenery connect each community and trees. l would like to see smaller outdoorsy pJonn,inq area in innovative areas to walk and get dinner. " ways— - Conditions of Approval RR Community Development Department Project#: DRC2020-00016 Project Name: EDR- Patel Residence Camino Predera Location: --- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.- Planning Department Please be advised of the following Special Conditions 1. Approval is granted to construct a 3,300 square foot single-family residence with two separate attached 2-car garages totaling 1,063 square feet on a vacant property of 15,601 square feet (0.36-acre) within the Low (L) Residential District and the Hillside Overlay District located at 8005 Camino Predera—APN 0207-631-06. Standard Conditions of Approval 2. The applicant shall sign the Statement of Agreement and Acceptance of Conditions of Approval provided by the Planning Department. The signed Statement of Agreement and Acceptance of Conditions of Approval shall be returned to the Planning Department prior to the submittal of grading/construction plans for plan check, request for a business license, and/or commencement of the approved activity. 3. The applicant shall agree to defend at his sole expense any action brought against the City, its agents, officers, or employees, because of the issuance of such approval, or in the alternative, to relinquish such approval. The applicant shall reimburse the City, its agents, officers, or employees, for any Court costs and attorney's fees which the City, its agents, officers, or employees may be required by a court to pay as a result of such action. The City may, at its sole discretion, participate at its own expense in the defense of any such action but such participation shall not relieve applicant of his obligations under this condition. 4. Copies of the signed Planning Commission Resolution of Approval or Approval Letter, Conditions of Approval, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Access gates to the rear yards shall be constructed from a material more durable than wood gates. Acceptable materials include, but are not limited to, wrought iron and PVC. 6. Construct block walls between homes (i.e., along interior side and rear property lines), rather than wood fencing for permanence, durability, and design consistency. 7. The site shall be developed and maintained in accordance with the approved plans which include Site Plans, architectural elevations, exterior materials and colors, landscaping, sign program, and grading on file in the Planning Department, the conditions contained herein and the Development Code regulations. Printed:1/1/2021 `Mvw.CityofRC.us Project#: DRC2020-00016 Project Name: EDR - Patel Residence Camino Predera Location: —- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Plannina Department Standard Conditions of Approval 8. On comer side yards, provide minimum 5-foot setback between walls/fences and sidewalk. The 5-foot wall/fence setback and the parkway shall have landscape and irrigation in addition to the required street trees. Detailed landscape and irrigation plans shall be submitted for Planning Director review and approval prior to issuance of Building Permits. The parkway landscaping including trees, shrubs, ground covers and irrigation shall be maintained by the property owner. The developer shall provide each prospective buyer written notice of the parkway maintenance requirement, in a standard format as determined by the Planning Director, prior to accepting a cash deposit on any property. 9. All parkways, open areas, and landscaping shall be permanently maintained by the property owner, homeowners' association, or other means acceptable to the City. Proof of this landscape maintenance shall be submitted for Planning Director and Engineering Services Department review and approved prior to the issuance of Building Permits. 10. Six-foot decorative block walls shall be constructed along the project perimeter. If a double wall condition would result, the developer shall make a good faith effort to work with the adjoining property owners to provide a single wall. Developer shall notify, by mail, all contiguous property owners at least 30 days prior to the removal of any existing walls/fences along the project perimeter. 11. Slope fencing along side property lines may be wrought iron or black plastic coated chain link to maintain an open feeling and enhance views. 12. Existing trees required to be preserved in place shall be protected with a construction barrier in accordance with the Development Code Section 17.80.050, and so noted on the grading plans. The location of those trees to be preserved in place and new locations for transplanted trees shall be shown on the detailed landscape plans. The applicant shall follow all of the arborist's recommendations regarding preservation, transplanting, and trimming methods. 13. A detailed landscape and irrigation plan, including slope planting and model home landscaping in the case of residential development, shall be prepared by a licensed landscape architect and submitted for Planning Director review and approval prior to the issuance of Building Permits for the development or prior final map approval in the case of a custom lot subdivision. For development occurring in the Very High Fire Hazard Severity Zone, the landscape plans will also be reviewed by Fire Construction Services. 14. Landscaping and irrigation systems required to be installed within the public right-of-way on the perimeter of this project area shall be continuously maintained by the developer. 15. All private slopes of 5 feet or more in vertical height and of 5:1 or greater slope, but less than 2:1 slope, shall be, at minimum, irrigated and landscaped with appropriate ground cover for erosion control. Slope planting required by this section shall include a permanent irrigation system to be installed by the developer prior to occupancy. www.CityofRC.us Pooled:1/1/2027 Page 2 of 8 Project#: DRC2020-00016 Project Name: EDR- Patel Residence Camino Predera Location: --- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Planning Department Standard Conditions of Approval 16. All private slopes in excess of 5 feet, but less than 8 feet in vertical height and of 2:1 or greater slope shall be landscaped and irrigated for erosion control and to soften their appearance as follows: one 15-gallon or larger size tree per each 150 sq. ft. of slope area, 1-gallon or larger size shrub per each 100 sq. ft. of slope area, and appropriate ground cover. In addition, slope banks in excess of 8 feet in vertical height and 2:1 or greater slope shall also include one 5-gallon or larger size tree per each 250 sq. ft. of slope area. Trees and shrubs shall be planted in staggered clusters to soften and vary slope plane. Slope planting required by this section shall include a permanent irrigation system to be installed by the developer prior to occupancy. 17. Tree maintenance criteria shall be developed and submitted for Planning Director review and approval prior to issuance of Building Permits. These criteria shall encourage the natural growth characteristics of the selected tree species. 18. Trees shall be planted in areas of public view adjacent to and along structures at a rate of one tree per 30 linear feet of building. 19. All walls shall be provided with decorative treatment. If located in public maintenance areas, the design shall be coordinated with the Engineering Services Department. 20. Landscaping and irrigation shall be designed to conserve water through the principles of water efficient landscaping per Development Code Chapter 17.82. 21. The applicant shall be required to pay California Department of Fish and Wildlife Notice of Determination fee in the amount of $50.00. All checks are to be made payable to the Clerk of the Board Supervisors and submitted to the Planning Commission Secretary prior to public hearing. 22. Any approval shall expire if Building Permits are not issued or approved use has not commenced within 5 years from the date of approval or a time extension has been granted. Engineering Services Department Please be advised of the following Special Conditions 1. Have a registered civil engineer revise City Drawing # 922 for the improvement(s) listed above prior to building permit issuance (plan check fees apply) Standard Conditions of Approval 2. Prior to any work being performed in Public right-of-way, fees shall be paid and a Engineering Construction Permit (separate from Building Permits) shall be obtained from the Engineering Service Department in addition to any other permits required. 3. Add the following note to any private landscape plans that show street trees: "All improvements within the public right-of-way, including street trees, shall be installed per the public improvement plans." If there is a discrepancy between the public and private plans, the street improvement plans will govern. wv✓w.CityofRC.us Prirrtetl:1/1/2021 Page 3 of 8 Project#: DRC2020-00016 Project Name: EDR - Patel Residence Camino Predera Location: --- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. Enaineerina Services Department Standard Conditions of Approval 4. Construct the following perimeter street improvements including, but not limited to: Drive Appr. Street Trees 5. Install street trees per City street tree design guidelines and standards as follows. The completed legend (box below) and construction notes shall appear on the title page of the street improvement plans. Street improvement plans shall include a line item within the construction legend stating: "Street trees shall be installed per the notes and legend on Sheet _ (typically Sheet 1)." Where public landscape plans are required, tree installation in those areas shall be per the public landscape improvement plans. Street Name Camino Predera Botanical Name Lagerstroemia indica Common Name Crape Myrtle (Muskogee), Min. Grow Space 20' O/C Spacing Size standard trunk Qty. Construction 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 unusual toxicities 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. 6. All public improvements (interior streets, drainage facilities, community trails, paseos, landscaped areas, etc.) shown on the plans and/or tentative map shall be constructed to City Standards. Interior street improvements shall include, but are not limited to, curb and gutter, AC pavement, drive approaches, sidewalks, street lights, and street trees. 7. The developer shall be responsible for the relocation of existing utilities as necessary. S. Street trees, a minimum of 15-gallon size or larger, shall be installed per City Standards in accordance with the City's street tree program. Building and Safety Services Department Please be advised of the following Special Conditions w .CityofRC.us Pnnted:1/1/2021 Page 4 of 8 Project#: DRC2020-00016 Project Name: EDR - Patel Residence Camino Predera Location: —-020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT; Building and Safety Services Department Please be advised of the following Special Conditions 1. When the Entitlement Review is approved submit complete construction drawings including structural calculations, energy calculations, and a site specific soils report to Building and Safety for plan review in accordance with the current edition of the California Building and Fire Codes including all local ordinances and standards which are effective at the time of Plan Check Submittal. The new structures are required to be equipped with automatic fire sprinklers per the CBC and Current RCFPD Ordinance. Grading Section Please be advised of the following Special Conditions 1. Prior to issuance of a wall permit, a copy of the Grading Special Conditions of Approval shall be included within the engineered wall plans and calculations. Standard Conditions of Approval 2. Grading of the subject property shall be in accordance with current adopted California Building Code and/or the California Residential Code, City Grading Standards, and accepted grading practices. The Grading and Drainage Plan(s) shall be in substantial conformance with the approved conceptual Grading and Drainage Plan. 3. A soils report shall be prepared by a qualified Engineer licensed by the State of California to perform such work. Two copies will be provided at grading and drainage plan submittal for review. Plans shall implement design recommendations per said report. 4. The final Grading and Drainage Plan, appropriate certifications and compaction reports shall be completed, submitted, and approved by the Building and Safety Official prior to the issuance of building permits. 3 A separate Grading and Drainage Plan check submittal is required for all new construction projects and for existing buildings where improvements being proposed will generate 50 cubic yards or more of combined cut and fill. The Grading and Drainage Plan shall be prepared, stamped, and wet signed by a California licensed Civil Engineer prior to the issuance of a grading or building permit. 6. Prior to the issuance of a grading permit the applicant shall obtain written permission from the adjacent property owner(s) to construct wall(s) on property line(s) or provide a detail(s) showing the perimeter wall(s) to be constructed offset from the property line. 7. The Grading and Drainage Plan shall implement City Standards for on-site construction where possible, and shall provide details for all work not covered by City Standard Drawings. 8. Prior to issuance of a grading permit the grading plan shall show that all manufactured slopes shall be a minimum 2-foot offset from the public right of way, permitted line, or the adjacent private property. All slope offsets shall meet the requirements of the current adopted California Building Code. www.CityofRC.us Printed:1/1/2021 Page 5 of 8 Project#: DRC2020-00016 Project Name: EDR- Patel Residence Camino Predera Location: --- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.- Grading Section Standard Conditions of Approval 9. Grading Inspections: a) Prior to the start of grading operations the owner and grading contractor shall request a pre-grading meeting. The meeting shall be attended by the project owner/representative, the grading contractor and the Building Inspector to discuss about grading requirements and preventive measures, etc. If a pre-grading meeting is not held within 24 hours from the start of grading operations, the grading permit may be subject to suspension by the Building Inspector; b) The grading contractor shall call into the City of Rancho Cucamonga Building and Safety Department at least 1 working day in advance to request the following grading inspections prior to continuing grading operations: i) The bottom of the over-excavation; ii) Completion of Rough Grading, prior to issuance of the building permit; iii) At the completion of Rough Grading, the grading contractor or owner shall submit to the Permit Technicians (Building and Safety Front Counter) an original and a copy of the Pad Certifications to be prepared by and properly wet signed and sealed by the Civil Engineer and Soils Engineer of Record; iv) The rough grading certificates and the compaction reports will be reviewed by the Associate Engineer or a designated person and approved prior to the issuance of a building permit. 10. Prior to issuance of a grading or building permit, the permitted grading plan (or architectural site plan) set shall show in each of the typical sections and the plan view show how the separations between the building exterior and exterior ground surface meet the requirements of Sections CBC1804.3/CRC R401.3, CBC2304.11.2.2/CRC R317.1(2) and CBC2512.1.2/CRC R703.6.2.1 of the current adopted California Building Code/Residential Code. 11. Prior to issuance of a grading permit, the applicant shall obtain a signed and notarized letter from the adjacent property owner(s) for ALL work proposed on the adjacent property. The letter shall be scanned and pasted onto the permitted grading plan set. The letter shall show on either the title sheet or a detail sheet of the grading and drainage plan set. 12. The conceptual grading and drainage plan is showing driveway slopes exceeding 10%. Therefore, prior to issuance of a grading permit, the permitted grading plan set shall show driveway profiles for the circular driveway from the street curb line to the garage door(s). 13. It shall be the responsibility of the applicant to acquire any required off-site drainage easements prior to the issuance of a grading permit. 14. It shall be the responsibility of the applicant to acquire any required off-site drainage acceptance easements(s) from adjacent downstream property owner(s) or discharge flows in a natural condition (concentrated flows are not accepted) and shall provide the Building and Safety Official a drainage study showing the proposed flows do not exceed the existing flows prior to the issuance of a grading or building permit. 15. Flow lines steeper than 6 percent could be erosive. The applicant shall provide hard lined gutters and swales where concentrated flows exceed 3fps, and anywhere that flow lines exceed 10 percent. This shall be shown on the grading and drainage plan prior to issuance of a grading permit. www.CityofRC.us Panted:iH/2027 Page 6 of 8 Project#: DRC2020-00016 Project Name: EDR- Patel Residence Camino Predera Location: --- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 16. Private sewer, water, and storm drain improvements will be designed per the latest adopted California Plumbing Code. Private storm drain improvements shall be shown on the grading and drainage plan. 17. This application for storm water quality management plan purposes may be considered a non-priority project. Therefore, prior to issuance of any building permit or Engineering Services Department issued right of way permit the land owner with the applicant shall file a Non-Priority Water Quality Management Plan (WQMP) with the Building and Safety Department. The applicant may contact Matthew Addington, Associate Engineer, at(909)477-2710, extension 4202. This project is required to prepare a non-priority WQMP project as the following requirement has been met: i) For areas less than 2,000 square feet of impervious area, the development will be considered a non-priority project and a WQMP document is not required, unless the project is for the outdoor storage of hazardous materials or other materials which may require a pre-treatment of the storm water runoff which will require that a non-priority WQMP document is prepared, including but not limited to, vehicle fueling operations; ii) For significant re-development projects proposing impervious areas of 2,000 square feet to 4,999 square feet and new development projects proposing impervious areas of 2,000 square feet to 9,999 square feet the following criteria will require a non-priority WQMP document to be prepared: a. For all new and significant redevelopment projects; b. If the project is part of a common area of development, a non-priority WQMP document shall be prepared; c. If the proposed development is a commercial project the City will determine if activities may impact the water quality, and if impacts are determined to affect the water quality a non-priority WQMP document will be prepared; d. All industrial projects will require a non-priority WQMP document to be prepared. 18. RESIDENTIAL MANDATORY MEASURES — CALIFORNIA GREEN BUILDING STANDARDS CODE — Prior to the issuance of any building permit the applicant shall comply with Section 4.106.2 (Storm water drainage and retention during construction) of the current adopted California Green Building Standards Code: Projects which disturb less than one (1) acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency (City of Rancho Cucamonga). 3. Compliance with a lawfully enacted storm water management ordinance. www.Cityofl2C.us Printed:1H/2027 Page 7 of 8 Project#: DRC2020-00016 Project Name: EDR- Patel Residence Camino Predera Location: --- 020763106-0000 Project Type: Hillside Development Review ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT: Grading Section Standard Conditions of Approval 19. RESIDENTIAL MANDATORY MEASURES — CALIFORNIA GREEN BUILDING STANDARDS CODE — Prior to the issuance of any building permit the applicant shall comply with Section 4.106.3 (Grading and Paving) of the current adopted California Green Building Standards Code: Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering building. Examples of methods to manage surface ,water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 20. Prior to issuance of a grading permit the precise grading and drainage plan shall follow the format provided in the City of Rancho Cucamonga handout"Information for Grading Plans and Permit". �.CityofRC.us Panted:1/1/2021 Page 8 of 8 C .SPIJRAFTW,COM 30' SP Orating 8659 Red Oak St. _ i, --•_,� Suite 1 3' .. :—= -.�-- ! Rancho Cucamonga,Ca. — -— 91730 SECTION F-F EAST PL RETAINING WALL .v (901 257.7547 emalmb@spdmfkg.wm 48' m SP■ x: I u..e�rm unm. SECTMNGO STTOWESTALONO DfUYEWAY ftETA1NING WALL x L.—___ w SeuaCb Pa[el Lu O M /1 SEC1bNAA � U J Lu O Z v W O m - -_ a a Q - 2 O c 0 oxm S — 8 � , z -------- �` ! _ U) DAD SMON sa N! Revl.4ans Date DRC7amaoo1e wssaox adnwx" erzea02o wfa =In= iy� anRm+ev nioveom Date: 11/1712020 GewnuNows Jab No: Drawn: Cheded' .ry�w�...o.w. `� d,:'""°,,.bo°�,e.�w,"n..e.».,..".9".`.`.•.r`ee°'"i."`i°w.'°n � Scale: AS NOTED �.� '�"..:.,m e..""°.•6""«.m�Q..-+....�.....,.,..m.s....r....�. Sheet Title DRAINAGE/ SECTION ..,+n�ae.e....n.e.�.,�w. .a...m......e....p.m.m.e."w�m.s.n.n..w". Sheet No. 'g DP 1.1 CONCEPTUAL GRADING AND DRAINAGE PLAN SECTIONS SCALE:1/8" sFRf:AL'nN4 t.OM SLOPE PLANTING REQUIREMENTS ISEExaTEzy AREA suMMARv LANDSCAPE SUMMARY: SP Drafting ' ,cwaxnsE.TaEa A=BB65.F. D=193 S.F. FROYAANDSCE RATIO 8659 Red Oak St "eu rmeri. N MRD L APRARDSCAPE (MAX) -2,034.)SO.FT. (09.7%) SuReI ,v`f fav a"c'P xIx SLOPE PtANNNG p{gNTNAVE REn PROVIDED RE-0. PROVIDED LkNOSCAPE (MIN.) -1,MO.O SO.FT. (36.7%) Rancho Cucamonga,Ca. •\ REWWEMENIS DECORATIVE RARDSCAPE(MAX) -0 Sa PT: (0%) 91730 �o\,� j� eo* I.sunL/xspsr. )ArwsGu (90% 257-7547 a ) 7 3 NOTES: emeibmb@spdrePong.mm %� I-IGAI/1W SF. MyOroaui.11 GAl 9 12 2 3 °`r""ySO" °^1OA]xmm w.c sc nsrrl lm.xp laiv+lurla'vw4 ai.' � N.Y o 6 6 1 n c n m SP DRAFTING I-15GAL/15p AF. WEEN PALM "° _ ■ 15 GLL i wzzvP.�m'�.�.'.�sq'�'aNMupz:� % 6 �p,1?O ..Qr � [f".'m"na'w.''.'°°�..° '.a�e' � ..°ud vtn>,Aw:✓ie'. w:2.:" 1p x..,HP ..m,ma. �Q4Y 0 .,TGEND Saurabh Patel SYMBOL COMMON NONE SCIENTIFIC NAME SUE O Op�a�L 00SJ J QUEEN m. SYAGRUSROMAMOFIIMA 15,1 s`-v+°. ® LWTANA UMPNACAMAPA 5gi U p �ii+aswu�lza,rt, %tOSIRAIEMYOPORIIM MYOPoROMPPAVWLNM IFM L OZ -= Cl. t —� :g rQ ix m '�V•�re1—r-- No. 0•• dQ _ 00 G`a 7 c U 3 tANDSCAPE LEGEND U= O LE ter GMEFORORMNAGE(40PE) H InZ PR OPOSED GRADEFORDWSUGE(SLOPQ Q 00 Q +O-+� a� :/ � � PRONSEO BIOCI(WML/RETMdNGWNl PROPOSED CONTOUR DNE Revisions Date CONDMONSOFAPPROVAL /� A ° ORC202DttOt5 vl=(Ro •l 2MRmMx Y1aRp111 "`a°.r°w'"".. "mM."°r"b.•.e� m�&ve r"i,o°e:i" o ?••••�i/g im nmiew IVOYNCO "FIR ` off` �mon��irw�'w°°r9�Norm wwim.e.«.+lo xm°.a,. a�•ma�m ma ,..`�i0...�a.�".�.wm:��da:.�e..r.a m•"w"s�, """^"'E"°„°""' Date: 11117/2020 ti Job No: uwn've`"°Pa�rgmam/..wmgm..,r.uwr.ww.wmmwm.. .5 F Drawn: urNr.mr�r.ow,.u,nm,ueran 7).)3 TOPOT DROPPINL INLET Checked: w°.uamuPvm.v®,wwwe,an.i ]C.)0 FL 10-PJC PIPE SCele: AS NOTED xz�wx..d. sneelnne: .. &n.,°m.,, LANDSCAPE °°" PLAN m.2`r: -'md:'" "."'Tu"w' .'!°e""'••"'I °"..r'",r'"' Q Sheet No. LS1.0 LANDSCAPE PLAN ",PfzAl-I w" OM '. • ,•• I SP Dralbrig 8659 Red Oak St uxEor sartee�mwwe Suite I ueoraaar LCGTCNM Ramm Cucamonga,Ca, 91730 ecnwa� (90% 257.7547 • i'•• ead�moFvaowear em t.mb@spdmlmlg.= i ✓�' waoF N&rteFHceWG1 SP DRAFTING MAP OF LINE OF SITE LOCATIONS u<a aamouTaxw ----------- ueoeenetoanoxew g... -..__-_._._--.___ _______.._�__ ----- W W Z V o¢ m �0 � ¢2 15 VZ gQ CD¢ 3fAm2 RENDERINGA Revivom Date e�aonoevxr oaeacxamra vrveoa _ �I — of mnxew xm a.yre. ezarzoxi — as a»ie. NxTrmao rn a.w. NmTrzmo - vy,o Dale: 11117/2020 Joe No: _ Drawn: L OFSI KMOWEL XTMNEW Gheckee: Scale' AS NOTED Sheet Tme: HORIZONTAL LINE OF SIGHT RENDERED VIEWS Sheet No. RENDERING B LOS HORIZONTAL LINE OF SIGHT VIEW \ IT ) ( . & , 1 ] 19 it ` 9 » . / . \ § � � ■ � l | � . ! . jLu/ : § � I \ g 4 . n � ! , \ � . / . � \ \ y——\ RI c� ego \ \ , > ( m2 ( \ | $ ! ; ! S U�B P T L Ei� )§ ® � ^ _ § * aos2MN� omSE& \¥ 7/§) ) \ mKm «»Uk% 9@7Ba ;!\-/ m, ° Owner/Builder >rDDAPl IN6�OM . Sp Drafting 8659 Red Oak St. Suite 1 Rancho Cucamonga,Ca. 91730 (9M 257-7547 emaJ:mb@spdrabg.cam SP DR INc aum Pate 2 6 _ O e o„ --- J "© �o„ LU w0 v clZ w0 DO Z ® z �W ° a, n ° sQ �EO O � DLOZ i fA m� 00 «i. __ _ _ Revlsbns Date DRc2020.0m1a VIMD20 nv L RMv SR6R0[D KEYNOTES: wlR =oM ElINRW— 11N 2D Ocw=a.csuewn."oe Date: 11/17/2020 ❑a mamow..awwewxnEoue.seee Job No: Mwox.sc000xmreoucvc e Drawn: 0 e Chemed: Scale: AS NOTED ❑6 _ w :„y i1"„e ^ SheetrNe: wAe" FLOOR PLAN wau.srNao�cEcwO: 4USheet No. � PROPOSED 1ST FLOOR PLAN Scale:1/8'=V-0" 3 PROPOSED 2ND FLOOR PLAN Scale:1/8'=V-O" 2 GARAGE BELOW Scale:1I8'=1--0- : R NEW CONSTRUCTION FOR SITE DATA SUMMARY: sf•vI:AF) cclH SAN BERNARDINO COUNTY Saurabh Patel - ACCESSOR'S MAP BOOK 0207 PAGE 63 SP Drafting LOT 16.TRACT NO.10035 MS 1797a305 8005 Camino Predera 8659 Red Oak St ASSESSOR'S PARCEL NUMBER:0207�314AL0000 LOTSIZE 15.6015S0.17. Rancho Cucamonga, CA 91730 Suite TOPOGRAPHY:SLOPE Rancho Cucamonga,Ca. OCCUPANCY(CBC 2019) :R-3/U GARAGE 91730 ZONING:L.Single Fami Residential SPRINKLERED-DEF ED FIRE SPRINKLER SYSTEM SUBMITTAL SHEETINDEX (90% 257.7547 CONSTRUCTION (CRC2019) :TYPEV-B ARCHITECTURAL emaTrobQSpolaling.egn FLOORAREASUMMARY: (Proo9sed) TA SITE PLAN,VICINITY MAP,SHEET INDEX NEW CONSTRUCTION OF A 5 BEDROOM 3.5 BATH TWO A1.I FLOOR&FRAMING PLAN ID STORY SINGLEOMIL L HOUSE AUNDRY.WITH LOFT, CHEN,ENYRY,DINING A1.2 ROOM/WINDOW/DOOR SCHEDULES Off &ROOM,LIVING,LCARGARAGE M,LAUNDRY,LOFT,EXGERCISEROOMA1,3 SPARE ST FLOOR AREA PROPOSED:1611.82 S.F. AIA ROOF PLAN Y uaa w � m 2ND FLOOR AREA PROPOSED:1688.13 S.F. AI.5 EXTERIOR ELEVATIONS TOTALAREA:3299.95U. AL6 ENVELOPE/SECTION 2-UPPERCARAGEAREAPROPOSED:521.12 S.F. CFI.O CUT&FILL 2.CAR LOWER GARAGE AREA PROPOSED:541.44 S.F. OP7.0 CONCEPTUAL GRADING AND DRAINAGE PLAN assE�,v.m TOTALGARAGEAREA:106256S.F. DPIA CONCEPTUAL GRADING AND DRAINAGE PLAN CD QP/ v nvE vuusu FRONT PORCH:77.w S.F. (SECTION/DETAILS) M F'• J ••P 7 COVERED BALCONY IN REAR:405.83 S.F. �.M $ ,oS` LS1.0 LANDSCAPE PLAN QQyb9 1e •\00� QT. LOTCOVERAGEANDSO.FT.COVERAGE: LOS LINEOFSIGHTVIEW p3 PROPOSED LOT COVERAGE-16.8%MAXIMUM ALLOWED 40% R1 RENDERINGS Q �•ry; 0}� \ ,T,� QW o PROPOSED 2,615.77$0.FT.LOT COVERAGE MAXIMUM ALLOWED 6240.6 S. U HANDSCAPE COVERAGE: j/� +' ° e '°•L. •i" PROPOSED HARDSCAPE:2034 S.F. J Q y TOTAL FRDHARDDAPE AREA, 6S.F. N PROPOSED HARDSCAP lder.S AGE-49.7%Patel W W U e + OwnerlBu3der.Saurabh Patel i--• m p Z '•., ,e, •'°� q> 8659 Red Oak St W U a •,t Suitel Q hhh... r w.m x c:Qe9 Rancho Cucamonga,Ca.91730 Q„ d (909) 257-7545]d547 email:rob@spdraPong.wm U Designer:SP Drafting:Saurabh Patel = U CD sEEeAo.o. eFa. `V J \4.° I� E 8659 Red Oak St, o m Z U ?� 2 /II SHEET INDEX °PO"::.��• �» \�! W Rancho Cucamonga,Ca.91730 z p Q U (909) 257-7547 emalixobQspdra9ing.wm G auerefl,.s 7 Rz•.,` ' •, ), xnma..wrw.x.r s Z Do Proje �•'}. a rya+ L.U.ct ReY1si91rs Date rowam°vn.�eF� ' �r�e ° «rE°,more e a^a 3HA.h flo?an reEriew srzereo:o N P E `; (•1� yLEI M1TLFAnwE� I"4"'eral �fl E 11TV$OID Ci' 0 • I b E[nammc �••• I Qm FRED�A er••• G5 � Eomwueiw Date: 11/1 q,�• 7/2020 E Job No irwne. �..,..f..nmm„e..aE.m. Draw Checked: uee^7� 3 Scala: AS NOTED n.73TOP OF GRATE `""""EAR TABLE 17.36.010 DEV.STANDARDS RESIDENTIAL ZONE L Sheet Title: DROP IM 74.70 FL 18"PVC PIPE _ VICINITY MAP, SHEET INDEX, 8 SITE PLAN aD1. Sheet No. 21 oum,Ecne wa ,�a y T.1 SITE PLAN SCALE:1116°=1'-D' 3 VICINITY MAP 1 From: Rob Patel <rob@spdraftine.com> Sent: Monday,January 11, 2021 12:33 To:Williams, Diane<Diane.Williams@citvofrc.us>; Oaxaca, Francisco<Francisco.Oaxaca@cityofrc.us>; Smith, Michael<Michael-Smith@cityofrc.us>;Guglielmo,Tony<Tony.Gualielmo@citvofrcus>; Morales, Tony<Tony.Morales@cityofrc.us>; Dopp, Bryan <Bryan.Dopp@cityofrc.us> Subject:summary of DRC2020-00016 Hearing on 1/19/21 @ 7 p.m WARNING:The sender of this email could not be validated and may not match the person in the"From" field CAUTION:This email is from outside our Corporate network. Do not click links or open attachment unless you recognize the sender and know the content is safe. Hello Ladies and Gentlemen, My name is Saurabh Patel. I am proposing to develop a single family home at 8005 Camino Predera. (DRC2020-00016) I wanted to reach out to all of you so you all can see how diligently I have worked with the City to exceed the minimum requirements for the Hillside Design review. I have worked with Tabe Van Der Zwaag, the planner, on 4 sets of plan check corrections adjusting my drawings each time over the course of the year 2020. I have reduced my building height, increased my side setback and decreased the size of my residence. I have carefully designed the home to reduce the amount of grading as per the hillside development code as well. I have thoroughly gone through section 17.122.020 in order to minimize the impact, share the view, reduce massing which the current Hillside code already accounts for. In order to satisfy any and all the issues that the neighbors may have I have exceeded the requirements of the proposed Camino Predera regulations that were NOT approved on 1/22/2020. My current plans reflect a top of curb height is 13', side setbacks of 10' and 15' and a 3,300 square foot home. The size of my home is considerably smaller than the average size home that has been constructed after the year 2000. The current adopted code allows for a building top of curb height of 30', side setbacks of S' and 10' and size of home to be a maximum lot coverage of 6,240 square feet. An important item I wanted the City and design review committee to note is that the row of trees on the south side of the property will be obstructing more view than the proposed single family residence. Reducing the building height, decreasing the square foot of home or further narrowing the residence would have no benefit on any neighbors view since the trees would already be obstructing the line of sight as they sit taller than my proposed building.. In conclusion you can see that I have exceeded the minimum development code. The row of trees on the south side of the property affects more of the view than my proposed residence. In addition, the City had approved my proposed plans on 12/17/2020 which they rescinded on 1/6/2021 after noting that the design review committee had not been conducted for the project. I have attached a copy of the plans, and the approval letter dated 12/17/2020. Please feel free to reach out to me via email or phone to discuss any specific questions you may have about this project. I hope you can see the effort and time that I have put forth to satisfy and exceed all development code requirements for this project. Thank you for your time. Rob Patel SP Drafting Exhibit D 8659 Red Oak St. #I Rancho Cucamonga, Ca 91730 Phone :(909) 257-7547 www.spdraftinci.com CITY OF • CUCAMONGA 0. 10500 Civic Center Drive I Rancho Cucamonga,CA 91730 1 909.477.2700 1 w .CiyoFRC.us i December 17, 2020 Saurabh Patel 8659 Red Oak Street, Suite I Rancho Cucamonga, CA 91730 SUBJECT: HILLSIDE DESIGN REVIEW DRC2020-00016 — SAURABH PATEL — A request to construct a 3,300 square foot single-family residence with two separate attached 2-car garages totaling 1,063 square feet on a vacant property of 15,601 square feet (0.36-acre) within the Low (L) Residential District and the Hillside Overlay District located at 8005 Camino Predera—APN: 0207-631-06. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures. Dear Mr. Patel: The Hillside Design Review process for the above-described project has been successfully completed and approval has been granted based upon the following findings and conditions. Thank you for your participation and cooperation during this review process. Environmental Determination: 1. Prior to any action being taken for this request,the Planning Department staff has determined that the project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA Guidelines. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303—New Construction or Conversion of Small Structures which covers the construction of single-family residences in a residential zone. The project scope is to construct a single-family residence on a vacant, residentially zoned lot. Staff finds that there is no substantial evidence that the project will have a significant effect on the environment. The Planning Director has reviewed the Planning Department's determination of exemption, and based on her own independent judgment, concurs with the staff's determination of exemption. Project Description: 1. The applicant proposes constructing a 3,300 square foot single-family residence with two attached 2-car garages totaling 1,063 square feet on a vacant property in the Low (L) Residential District located at 8005 Camino Predera -APN: 0207-631-06. 2. The 15,601-square foot vacant project site is located on the south side of Camino Predera in the Low (L) Residential District and within the Hillside Overlay District. The property's dimensions are approximately 80 feet along the north and south property lines, and approximately 195 feet along the east and west property lines. The downslope lot has an elevation of 1,315 feet as measured at the curb face along the north property line, and an elevation of 1,280 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 Camino Predera, except for street trees and parkway landscaping. 3. The existing Land Use, General Plan and Zoning designations for the project site and adjacent properties are as follows: APPROVAL'LETTER HDR DRC2020-00016—SAURABH PATEL December 14, 2020 Page 2 Land Use General Plan Zoning Site Vacant Land Low Residential Low (L) Residential District North Single-Family Residences Low Residential Low (L) Residential District South Multi-Family Development Mixed-Use Mixed-Use MU District East Single-Family Residence Low Residential Low (L) Residential District West Vacant Land Low Residential Low (L) Residential District 4. The proposed single-family residence exceeds all applicable development standards for the Low (L) Residential District and the Hillside Overlay District. The project also exceeds the proposed development regulations for Camino Predera that were reviewed and continued to an unspecified date at the January 22, 2020, Planning Commission meeting, as shown in the table below: Proposed Project Development Code Proposed Camino Predera Regulations Building Height 25 Feet-3 Inches 30 Feet 30 Feet Building Height (Top of 13 Feet 30 Feet 14 Feet Curb) Front Setback 54 Feet 37 feet (+/- 5 feet) 37 feet (+/- 5 feet) Side Setbacks 10/15 Feet 5/10 Feet 10/15 Feet Rear Setback 97 feet 20 Feet 20 Feet Building Separation 20 feet N/A 20 Feet Excavation Less than 5 feet 5 Feet 8 Feet Retaining Wall 3 Feet 4 Feet 8 feet Street Facing Garage 1 Double N/A 1 Double or 2 Single Garage Doors Lot Coverage 16.8 Percent 40 Percent 40 Percent House Square Feet 3,300 Square Feet Lot Coverage Lot Coverage Garage Square Feet 1,062 Square Feet Lot Coverage Lot Coverage Porch/Patio SF 483 Square Feet Lot Coverage Lot Coverage 5. The proposed 3,300-square foot residence is comprised of a 1,612-square foot first-story which includes the main living area, a bedroom, along with a 521-square foot two-car garage, a 1,688-square top-story which includes 3 bedrooms and a loft area, and a 541-square foot lower level garage. The upper 2 floors each include decks along the side and rear elevations. APPROVAL LETTER HDR DRC2020-00016 —SAURABH PATEL December 17, 2020 Page 3 6. The proposed residence has a Mediterranean design theme, which includes the use of a clay tile roof, smooth troweled stucco finish, cast stone window and door surrounds, wrought iron accents, and decorative garage doors. 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 hip roofs oriented in the same direction as the natural slope. The building mass is broken up through the use of multiple wall plane changes and the incorporation of decks on the side and rear elevations. The residence will be painted earth tone colors, as recommended in the Hillside Design Guidelines, and will be in keeping with the existing residences along Camino Predera, which include a variety of architectural styles and themes. The two-car garage on the upper level faces Camino Predera, with a second side entry two-car garage located on the lower level, accessed by a curving driveway with an up to 20 percent grade. Hillside Development Standard 17.122.020.C.1.d. states that driveways with grades up to 20 percent are permitted when they are aligned with the natural contours of the lot and are necessary to achieve site design goals. The driveway to the lower garage follows the existing grade of the lot and places the additional garage space below street level, thereby reducing the massing of the residence as seen from Camino Predera and limiting view obstructions. The size of the residence is in keeping with homes constructed along Camino Predera since the year 2000, which range in size from 3,628 square feet to 4,896 square feet. The homes on the north side of Camino Predera constructed before the year 2000 average approximately 2,400 square feet in size. 7. The project complies with the intent of the Hillside Overlay District, which seeks to facilitate appropriate development of hillside areas. The project site is a downslope lot with an elevation change of approximately 35 feet from the north to south property lines. The proposed grading design limits cut and fill to the greatest extent possible with fill limited to 27.8 yards and cut to 21 yards. The residence is stepped'with the existing grade and includes a garage on the lower level, reducing the overall massing of the structure as seen from Camino Predera. Earthwork is limited to the area necessary to construct the residence and access driveway, with the rear yard is left mostly undisturbed. The proposed design does not require Variances or Minor Exceptions, and the overall size of the residence is in keeping with the more recent residences constructed along Camino Predera. 8. Hillside Design Section 17.122.020.D.1.e requires that residences in the Hillside Overlay District be designed to fit within a 30-foot high building envelope. The applicant has provided two north-south and two east-west cross-sections with building envelopes demonstrating compliance with the 30-foot height requirement. 9. The Development Code does not include a view preservation ordinance; however, the applicant has designed the residence to be sensitive to view obstructions from Camino Predera. The residence has a maximum height of 13 feet above top of curb. Additionally, in conformance with Hillside Design Section 17.122.020.D.2.,the residence has increased side yard setbacks to 10 and 15 feet to avoid the appearance of overbuilding or crowding and to minimize view obstructions. 10. The proposed grading design limits earthwork to 6.8 cubic yards of fill, with the majority of the cut/fill necessary to construct the driveway and the lower side entrance garage. The foundation of the residence is stepped with the existing grade, with the upper pad at an elevation of 1,303 feet and the lower pad at an elevation of 1,292, in conformance with Hillside Design Section 17.122.020.D.1.a to terrace the building to follow the slope. 11. Retaining walls are below the 4-foot height limit for hillside lots and are necessary to construct the driveway, the foundation of the house, and along the side property lines. Each of the retaining walls will be constructed of tan split face block. Hillside Development Section 17.122.020.G.1.J.ii permits up to 4-foot high retaining walls downslope from the residence. APPROVAL LETTER HDR DRC2020-00016—SAURABH PATEL December 14, 2020 Page 4 12. The proposed landscaping is designed to comply with Hillside Development Section 17.122.020.F, including the use of drought-tolerant landscaping to protect slopes from erosion and the planting of shrubs to soften the views of the downslope elevations. The project is not within the High Fire Hazard Zone or a wildland-urban interface area. The proposed landscaping also complies with the front yard landscape requirements, including reducing hardscape to less than 50 percent of the front yard area. Findings of Approval: 1. The proposed project is consistent with the General Plan. The General Plan Land Use designation of the project site is Low Residential. The Low residential designation is intended for the development of detached, low-density residences on individual lots. The project is for the development of a single-family residence on an existing residential lot. 2. The proposed project is in accord with the objective of the Development Code and the purposes of the district in which the site is located. The Development Code states that the Low (L) Residential District is for the development of single-family residential uses with a minimum lot size of 7,200 square feet and a maximum residential density of 4 units per gross acre. The project site is an existing 15,601-square foot vacant lot that was intended for the development of a single-family residence. 3. The proposed project complies with the applicable provisions of the Development Code, including building setbacks, building height, lot coverage, grading limitations, and design. The proposed house is within the minimum required setbacks for the Low (L) Residential District and the Hillside Overlay District. The height of the proposed house, as measured above the curb face on Camino Predera, is 13 feet. Grading is nearly balanced with 6.8 cubic yards of fill needed to construct the driveway and the pad of the house. The massing of the house is designed to "blend" with the existing grade in conformance with Section 17.22.020(D)(1)(a) of the Development Code. 4. The proposed project, together with the conditions applicable thereto, will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. The proposed house consistent and compatible with the houses in the surrounding. The size of the house is consistent with that of existing houses along Camino Predera. This project is approved subject to the attached Conditions of Approval. Please note that conditions may specify completion of certain plans or work prior to issuance of building permits. Please note that conditions may specify completion of certain plans or work prior to issuance of building permits. This decision shall be final following a 10-day appeal period beginning with the date of this letter. Appeals must be filed in writing with the Planning Commission Secretary, state the reason for the appeal, and be accompanied by a $1,685 appeal fee. If you should have any questions, please feel free to contact Tabe van der Zwaag, Associate Planner, by phone at (909) 7744316 or by email at tabe.vanderzwaag aacitvofrc.us. Sincerely, PLANNING DEPARTMENT Anne McIntosh, AICP Planning Director Attachment: Conditions of Approval DESIGN REVIEW COMMENTS 7:00 p.m. Sean McPherson, AICP January 19, 2021 MINOR DESIGN REVIEW DRC2020-00138 — GRANT ROSS FOR ORBIS/7-ELEVEN — A request for site plan and architectural review of a new commercial building and service station located on a parcel addressed 8768 Archibald Avenue in the General Industrial (GI) District; APN: 0209-032-35. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15332 — In-Fill Development Projects. Site Characteristics: The project site totals approximately 2.33 acres (101,495 square feet) and is located at the southwest corner of Archibald Avenue and 9th Street. The north half of the site is largely vacant while the south half is improved with an existing multi-tenant commercial building and associated improvements such as a parking lot—this building is not directly related to the proposed project and will remain in-place. The site is generally flat and at-grade with Archibald Avenue and 9th Streets and is void of any trees. The street frontage along Archibald Avenue is improved with curb, gutter and sidewalk, and the 91h Street frontage is improved with curb and gutter. Neither frontage is currently improved with streetlights. 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 Multi-tenant General Industrial General Industrial (GI) commercial/industrial District North Church/Commercial General Industrial General Industrial (GI) District South Commercial/Office General Industrial General Industrial (GI) District West Commercial General Industrial General Industrial (GI) District East Multi-Family Residential Medium Residential Medium Residential (R) District Project Overview: The applicant proposes the development of a 6,600 square foot, single-story building which proposes to house a 4,595 square foot convenience store (7-Eleven) and a 2,005 square foot restaurant (Laredo Taco). A 3,600 square foot covered patio is proposed at the north of the building and a 14-pump service station with a 3,180 square foot canopy is proposed along the west side of the property. The north elevation faces 9` Street, with the proposed outdoor patio connecting to the sidewalk via pedestrian walkways. The east elevation fronts on Archibald Avenue. A large landscaped setback with multiple pedestrian paths connects the sidewalk along Archibald Avenue to the proposed building and outdoor patio. The site plan illustrates an interior dining area for Laredo Taco, a convenience store area, food preparation areas, bathrooms, and employee backrooms and storage areas. Primary entrances to the building are proposed at the north elevation and west elevations. DRC COMMENTS DESIGN REVIEW DRC2020-00138 AND TENTATIVE PARCEL MAP SUBTPM20164 — GRANT ROSS FOR ORBIS/7-ELEVEN January 19, 2021 Page 2 Vehicular access is provided to the site via an access driveway along 9th Street to the west of the proposed building, and another access driveway along Archibald Avenue to the south of the proposed building. Staff notes that an existing vehicular driveway currently provides access to the existing multi-tenant commercial industrial building. This driveway is proposed to be closed off with new curb, gutter and sidewalk. Access to this existing building and parking lot is proposed via a new shared access driveway leading to the south from the proposed 7-Eleven development. Architecture: The proposed commercial/restaurant building exhibits a modern vernacular design theme and provides a variety of colors and materials. Notably, each building elevation incorporates a tri-colored metal band, which, according to the applicant, may or may not be illuminated. The east, west and south elevations include a prominent angled wall feature composed of fiberwood siding (Nichiha-brand "Vintagewood Cedar'), though staff notes that this feature is most prominent on the west fagade of the building facing interior to the site. The north elevation is dominated by corrugated metal siding (Centric-brand "154 Dark Bronze"), a feature which is also prominently featured on the east and west elevations. Additional fiber cement panels (Nichiha-brand "Empireblock — Gray") along each elevation, and stucco finish along the north, south and east elevations compliment the design. Each elevation also incorporates anodized aluminum storefront glass throughout. The project proposes a varied color pallet, including lighter tones such as "Silverpointe" (SW 7653) and "Reflective White" (SW 7757), and darker colors used for features such as the covered outdoor patio ("Tricorn Black," SW 6256). Staff notes that the applicant proposes a flat-roofed canopy to cover the 14 fueling stations. This canopy incorporates the same tri-colored metal band as the building, which is reflected across each elevation. This is not proposed to be illuminated. The color pallet of the fueling canopy mimics the color pallet of the proposed building. At 17 feet in height, the flat-roofed canopy is intended to be subordinate to the convenience/restaurant building. This is reflected in its lower profile (17 feet in height as opposed to 20 feet in height for the convenience/restaurant building). The proposed project exceeds all applicable development standards for the General Industrial (GI) district, as shown in the table below: Development Standard Required Proposed Complies? (approx.) Maximum 35 feet (at front 20 feet Building Height setback) and (building); 17 YES 75 feet (1-foot increment from the feet (fueling setback line) canopy) 18.2% (inclusive of Floor Area Ratio (FAR) 50-60% covered patio YES and fueling canopy) 33.3 feet Front Building Setback Min. 25 feet (covered YES (9t" Street) patio); 86.4 feet (proposed DRC COMMENTS DESIGN REVIEW DRC2020-00138 AND TENTATIVE PARCEL MAP SUBTPM20164 — GRANT ROSS FOR ORBIS/7-ELEVEN January 19, 2021 Page 3 building); 69.6 feet (fueling canopy) Min. 45 Feet (Major 70 feet Street Side Setback Arterial/Special Blvd —Archibald (proposed YES Ave.) building) 31.9 feet (91" Average Depth of 25 feet (91" Street); 45 feet Street); 70 feet YES Landscape (Archibald Ave.) (Archibald Ave. 35.5 feet (gtn Parking Setback Min. 15 feet (9t" St.); 25 feet St.); 90 feet YES (Archibald Ave.) (Archibald Ave. 115 feet Interior Side Yard Min. 5 feet (proposed YES Setback building); 28.5 feet (canopy) 120 feet Rear Yard Setback Min. 0 feet (proposed YES building); 90 feet (canopy) Open Space/Landscape 10% 31.8% YES Standards Parking and Landscaping: Pursuant to Development Code Section 17.64.050, Table 17.64.050- 1, parking for separate uses is based on certain ratios. Standards for convenience stores require parking at a ratio of 3 stalls for every 1,000 square feet and standards for restaurants require parking at a ratio of 10 stalls for every 1,000 square feet. As such, the proposed project is required to provide 34 parking stalls. In compliance with this standard, the project provides 36 parking stalls onsite, plus an additional 14 stalls at the fueling pump stations, for a total of 50 stalls for an excess of 16 parking stalls. Parking Ratio Required Parking Provided Parking Convenience Store 3 per 1,000 square feet 14 stalls 14 stalls (plus 14 at fuel pumps) Restaurant 10 per 1,000 square feet 20 stalls 22 stalls TOTAL - 34 stalls 50 stalls The project complies with the City's landscape standards. Site landscape coverage meets the minimum requirement of 10% and includes an overall depth of 25 feet along 9t" Street and 45 feet along Archibald Avenue. The landscaping palette includes a variety of trees, shrubs, and ground cover. Tentative Parcel Map: As noted, the project also proposes a Tentative Parcel Map to split the existing parcel into two lots. Parcel 1, upon which the subject project is proposed, will be 1.68 DRC COMMENTS DESIGN REVIEW DRC2020-00138 AND TENTATIVE PARCEL MAP SUBTPM20164 — GRANT ROSS FOR ORBIS/7-ELEVEN January 19, 2021 Page 4 acres with a lot width of 219 feet (along 91h Street). Parcel 2, upon which the existing commercial industrial building will be located, will be 0.65 acres with a lot width of 119 feet (along Archibald Avenue). Thus, both lots meet development standards for lot size and lot width for new lots within the General Industrial (GI) district. Staff notes that the existing commercial industrial building currently provides 29 parking stalls. Due to the reconfiguration of access driveways relative to the existing multi-tenant commercial industrial building, Parcel 2 will lose approximately 3 parking stalls. In order that this existing building maintain its current number of parking stalls, a shared parking agreement shall be required pursuant to conditions of approval for the project. Staff Comments None Major Issues: The following broad design issues will be the focus of Committee discussion regarding this project. Discuss whether the tri-colored metal band should be illuminated or not. Secondary Issues: Once all of the major issues have been addressed, and time permitting, the Committee will discuss the following secondary design issues. None Policy Issues: The following items are a matter of Planning Commission policy and should be incorporated into the project design without discussion. None Staff Recommendation: Staff recommends that the Design Review Committee forward the item to the Planning Commission for their consideration. Staff Planner: Sean McPherson, Senior Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner Attachments: Exhibit A: Plan Set ° YM 0w�wC�¢n.,•.• y y yy yWyW y W•W yy y yy yW y W W yW yyyyyy W y WW WW W W W yWy Py yW yy W yW W WW y y y y W y y 1 W y'y W WW,W y yyW WWy�'�y y'W y'?WW��y'W y yy�y W"•W y W'�".y'Wv y\W\/y.\/We.OWb.'.,._dyIlj I II II II I IIII WI I ii I—00Q 0 D0 o yD\'1 1�OW\1\1�vr1O 1o�O_—W/l n�Q O W\I�_0o0 000W II_I I III WII I I IIII I I I II ymo_RWWW-\9WWf W�\WWWW�:<�y y�WW C/A.,,■\.SWWWXJWW/-+..WW\T<WWW\WWj u(W1���:W3`WW——�y)yV:—W W W WW^o yWAAWdd®y e�r.�WWWWdWQ•°J°.°'y\A�Z WDWWW-d. 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U azzm�dw�UoQGoOw� a.. �OEzo"WHrx_EO� - wwOE�raCJmtii y ❑WN_aO co 9TH STREET LiLiLdLioc„ oRIGHT O m Q ' z "ARROROUTE 5 O w w40MPH OIN/OUT Q � � > ckf o �DRIVEWA_ E TH ST. Q 00ow >_ wa QL'i� of � � U U UPROPOSED LOT PROPOSED E 8 H ST.(E) G A� ZE 0 0 00LINE Q BACK 0 0 CT 0 o LIMIT LINE \ CD CIJ CD \ \ \ \ - L0 (D 00 O d 9 m ST. ITE CD O CD CD a O 6T PROPOSED Ln 00 FIRE MONUMENT SIGN 00 . W . W W WHYDRANT 0 W W W W W FOU TH ST. CD O W W W W W W W W W W n ° 10 O 22 m d4. ♦ e e . WWW . W W W�CZ + ° • 5e • 2 d. a d ° ` W W W W W W WCD dw W W W W W W W W W n° W W W W . W W . W W W Q O z .e d'PATIO* PROJECT DATA ° X U 6O d• Xn °A coW W W PROJECT INFORMATION:� y } ° U a- WW W W W 45 BUILDING W W W W WW z o,6 QAPPLICANT: TAIT & ASSOCIATES, INC.d W W W W W W SETBACK z°a° W W W W W W ATTN: MIKE HERMAN zWnPROPOSEDSTORAGE SECOMMERCIAL °G W W W W W W W W W WINTERCEPTOR I 'A W W W W W W W W 4 701 N. PARKCENTER DR. WZ > 0 J O e .° ° ° e .° d ° SANTA ANA, CA 92705 LJQ < Q O TEL \ ° Qa ♦• d Al a d d CEL: (714) 393-1103 ui >_ > Q a_ MHERMAN@TAIT.COM LL1 c0 LU DESIGNATED a WJ = W W W W W W W W W W W W W U ARCHITECT: , INC. OI RESTAURANT 4. ATTN: TIM VIRUS W� O a ° 701 N. PARKCENTER DR.PARKING ° zUoN SANTA ANA, CA 92705 Q I o I o0 I FEMA FLOOD W TEL: (714) 560-8624STALLS CD LIMIT INE Z) CEL: (714) 529-7992 oN e TVRUS@TAIT.COM M e ASSESSOR'S PARCEL NUMBER(S): 0209-032-35-0000 W W W W W W W W W W W W W ADDRESS: 8768 ARCHIBALD AVENUE 05 a ° W W W W W W W W W W Lu W W W W W W m SWC ARCHIBALD AVENUE AND 9TH ST. RANCHO CUCAMONGA, CA 91730 ■ PROJECT DESCRIPTION: GROUND-UP GAS STATION- CONVENIENCE STORE 3' T CONSTRUCTION TYPE: . ' ' 30 60.5 W W W W 56.2 O 0 ADJACENT ZONING: NORTH: GENERAL INDUSTRIAL (G-1)EXISTING SOUTH: GENERAL INDUSTRIAL (G-1)o 7-ELEVEN W W W W W WSTORAGE oID m EAST: MEDIUM RESIDENTIAL cM)RE WEST: GENERAL INDUSTRIAL ( )BUILDING STO 9 110x66 � EXISTING ZONING: G-I - GENERAL INDUSTRIAL D ° EXISTING LAND USE: VACANT W W W W y . d PROPOSED ZONING: G-I - GENERAL INDUSTRIAL6,600 SF d y W PROPOSED LAND USE: GROUND-UP GAS STATION- CONVENIENCE STORE/ W W W W W W W W W W W W m0oo W W W W W W W W BUILDING INFORMATION: NET ACREAGE: f73,314 SF (1.68 ACRES) d° RESIDENT W . W W . W W IAL PROPOSED BUILDING AREA: 6,600 SF (+ 3,600 SF PATIO AREA) 0°d° d PROPOSED PROPOSED RESTAURANT AREA: f2'005 SFd Lo � wd ELECTRICAL U 00_ N595 SFPROPOSED CONVENIENCE AREA: f4, W W W W W W W W METER O PROPOSED CANOPY AREA: 3,180 SF CD . W W W W W W W W W U OCABINET co HEIGHT: ALLOWABLE BUILDING HEIGHT: 75 FT � o Lo W W W W W W LOT COVERAGE: 13.3% (9,780 SF) f 0 d az LANDSCAPING LOT COVERAGE: 31.8% (23,306 SF) IS:< � oQON JI a ♦. PROPOSED Qd. FIRE SPRINKLERS REQUIRED: YES RESTAURANT TRANSFORM CKS PARKING N e. FROM ARCHIBALD AVE 45 FT uj STALLS m O FROM 9TH STREET 25 FT 0o a Q I ujQ(7) SIDE 5 FT REAR 0 FTco O 8 REQUIRED CANOPY SETBACKS �. 5W FROM ARCHIBALD AVE 45 FT FROM 9TH STREET 25 FT m REQUIRED LANDSCAPING SETBACKS� y _<E` Z 45' BIL o I SETBACK FRONT 45 FT ® SIDE (INTERIOR) 25 FT 0O_76' SIDE (STREET) 5 FT N � REAR 0 FT CN O - W .GyV Ell EXISTING FIR' wPARKING REQUIREMENTS: OHYDRANT CONVENIENCE PARKING REQUIRED: 14 (3 STALLS PER 1000 SF) CONVENIENCE PARKING PROVIDED: 14 STALLS (PLUS ADDITIONAL 14 STALLS AT FUEL) RESTAURANT PARKING REQUIRED: 20 (RESTAURANT USE: 10 PER 1000 SF) PROPOSED RESTAURANT PARKING PROVIDED: 22 STALLS DESIGNATATER TOTAL PARKING REQUIRED: 34 STALLS (INCL. 2 ACCESSIBLE & BIKE RACKS) ONVENIENCE TOTAL PARKING PROVIDED: 36 STALLS (INCL. 2 ACCESSIBLE, 2 EV & BIKE RACKS) � 0 PR ED TRASH � 00 P PROPOSE D INFORMATION:UTILITY PROPOSED DESIGNATED ENC PARKIN EI ELECTRICAL: SOUTHERN CALIFORNIA EDISON HEALY TA GAS: SOUTHERN CALIFORNIA GAS COMPANYCONVENIENCE STOREFULL WATER: CUCAMONGA VALLEY WATER DISTRICT dI CITY OF RANCHO CUCAMONGAm STORM DRAIN:ARKI G MOVEME SANITARY SEWER: CUCAMONGA VALLEY WATER DISTRICT wSTA LS �RIVE REFUSE COLLECTION: BURRTEC DISPOSAL5 z(o`JC WAY Co��J p. il 0N SITE LEGEND E _ _ mO ° 54 6° PROPERTY LINE � ACCESSIBLE PARKING o ° ____ <___ PATH OF TRAVEL SPACE z El O ° O o $ (E) UTILITY POLE EXISTING BUILDING SETBACK DRIVEWAY TO — — — — — — — — — — LANDSCAPE SETBACK (E) FIRE HYDRANT BE REMOVED (E) STREET LIGHT 15 W DRAINAGE 8 DEMO BUILDING UTILITY EASEMENT 25 W DRAINAGE 8 UTILITY EASEMENT CONCRETE PAVING/SIDEWALK ,�, 0 10' 20' 40'1 0STANDARD A.C. PAVING SHEET: W SCALE: zo �^T� LANDSCAPE AREA pCS -9 mz L,JSCALE: DECORATIVE PAVING CONCEPTUAL SITE PLAN � o 20 - 1 0" KEYNOTES ww 1❑ PRE-FABRICATED COOLER WALLS, CEILING, FLOOR, DOORS z J AND RACKS. MAINTAIN 2" AIR SPACE BETWEEN COOLER J w w AND ADJACENT WALLS PER MANUFACTURES SPECIFICATIONS. o Q Q Q Q �2 MOP SINK Q- o U U > 6� > �3 PROVIDE SPACE FOR RECESSED BOX IN WALL FOR CO2 0 0 0 0 0 w LINES AND PVC CONDUIT FOR POST MIX AND SLURPEE V) M M V) z z MACHINES. > > > > W W W W W W J J O O O O O O O r7 N I` O CO � \ \ I-- I-- I-- I-- I-,r7 � Ln cD o O O O O O O O 11 V-4" 1L_ __T > r-) � Ln co r m m 3'-1 3/4" 3'-0" 46-7 1/2" 2'-6" 2'-1" 3'-2 1/4" 50'-9 3/4" (D F COOLER FIRE VAULT FREEZER RISER 110B 108 111 1 Ll o L —1 M COOLER VAULT 17'-3" co O GENERAL NOTES U L = a LJ y z U H U Z ❑ I—I y o z � Q Q v PERCENTAGE OF ALCOHOL SALES: 5% z �$ w z 5'-0" q 1/2" 363.9 SF / 6,966.4 SF = .05 L < 0 DL Lu r N o BEER CAVE TOTAL BUILDING AREA: 6,966.4 SF Q O LL BACKROOM 8'-4" 9'-5" 110C J LJ m 104 3'-5 1/2" LOW-TEMP& BEER CAVE AREA: 228.5 SF W W J = U WOMENS N MENS NOVELTY WINE SALES AREA: 135.4 SF , Y W RESTROOM � RESTROOM � � � s❑� ~ U ' Q U �� ❑ 105 106 so so so COOLER TOTAL ALCOHOL SALE AREA: 363.9 SF Q ZQ ❑ s1 s1 a1 s1 VAULT = ❑ _ 110A - M \ ``' ' 81 81 81 81 O 8'-7" 9'-9 1/4" `� 2 7r-5r 83 8 83 8 83 82 83 8 4'-10 1/2" 0 - o / IE O M / Z ®� ❑ 0 - F-� ul 4 O = co N ❑ ❑ o10� It W- 9l6 6Z6 68 FOOD m 3 o WINE I 7W 114co so `o o 9'-2 1/2" 5-3" 5'-5" ( 5'-5" s1 = CUP TOWER yy O O = W TRASH BELOWa 8'-2" s _ ® 3'-6" W FD 83 8 CUP TOWER 29 QO QQ 3 w/TRASHBELOW� 000 - N 83 8 co l � o >� J.l Do O _ c`p > trashO (+) oa O O 00 N moo- w Lu CUP T cn Lu CDw/TRASH�EsO 8'_6" N u Q O 661 4'-6" m0 U -. o ❑❑ N = a3 000 MERCHANDISE a 10 c 0 0 101 6'-1 1/2' �� I\ 3 ¢o 6 o 0 0 00 00 ®® �? U O 114 3 az 51 DOo� I ci Q 3 °¢O° o ® i 5 ° " _ Cl DINING ~ Fs ❑ 0 OFFICE co ER yy 115 w/TRASHCUPTO ELOWa* 103 a _ MICRO MATIC TAP a N ❑ m fn U Q M RAS RAS RAS RAS N 0 o 0 0 0 � — a 28 — o SALES STORAGE o 102 113 N O O (n J ch � , N M 950 OTP o 0 2 � � � 0 m O O M D v M I O V E 3 O U 0 N cn U N `"i 4'-0" 9'-0" 4'-0" w o z o N - 27'-4" 17'-0" 15'-11 1/4" 7'-4 1/4" 12'-2 1/2" 16'-0 1/2" 16'-0" (VARIES) a z — 7r Ad ¢ � z — 000 z z o r O ¢ 1 O N Lil J_ 0 o z Fs c.o oN ¢ c Z_ w 0 cl l Z d CC O O LJi 0 Z O Z_ 0 O N Q O O N SHEET: NW Of cl- z A2 . 0 SCALE: oz o FLOOR PLAN 3/16" = 1'-0" w w > > Z W J W W W -:3 1 1 U rl- r- I I I 0 J J Q J � U) U CL O O O Cn O (n N LW 5; W O O O 0 W > > > > W W W W J ~ J Of ch Of of U U U O O O O O O O r7 r\ N r` O 00 r\ c, \ \ \ \ \ \ \ r7 Lo (D 00 O O O O O O O r7 -t Ln (D 1- 00 O P T.O. PARAPET + T.O. PARAPET :.. !.d'• ' o a T.O. LTC CANOPY O .a •. ' • I` °. .d •i A•• ,.V.. 4•' ..•1 •'d•.' •... .. T.O. CANOPY Ce) _ Z �'.. •.4. •'n •. �•4 z 7UI r e! :� a • Q Qo LLJ W UJ LL °:. LU I coW U = F�' INISH FLOOR •' f * FINISH FLOOR ~ U I Q U LU 2 ~ Q o 0 N r� W SCALE: EXTERIOR ELEVATION - EAST (FACING ARCH I BALD AVE . ) 3/16" = V-01 2 r W 0 W> • o � oCC ° � mooN LU w LU o LU U U 04 . N O �o �[ O � U o 0 c: 'o 0 2 `c Z V 0 ° E a c rl 3 a o o LI)a a� 3 <o: a G N O N W loon H Q v U U) U U) I N 06 mmmmllmlkvr O p ±20'-O" _ ±20'- " N - T.O. PARAPET T.O. PARAPET0 , T O IN J W I1 O U) C M �1 T.O. LTC CANOPYk M U) U) 0 U 1= \\ C3 - F C V I.O. CANOPY VV LSIS�N%11L5 c w w z z o zo o z z a o z r� -azo zo U o F, c,=- ;; mcoc- wF, z N Uq � tiwo � H � E� �z�. 7 o \ \\ wwrx � owowc� wo p zw � w � zpa, Ho cn Lij w 0 LLIJ L/ z � a FINISH FLOOR FINISH FLOOR c� 0 N N Z O Q J W O W x w 0 r!j 0 C/-, N SHEET: W W m z A3 . 0 0 Y W EXTERIOR ELEVATION - WEST (STOREFRONT) SCALE ' 1 3/16 - 1 0 � o www � I I I I I C 0 J J J J N N N V N N W N W K K K K U U U O N O ON O N O M 4 h [o W O O O O O O O N Pi T.O.PARAPET ! T.O.PARAPET ,. ... .::. . .. ., ... , �+14�_6" M r T.O. LTC CANOPY O O h w �Q( M `J I. ql+` I �I I I I I lll..lolll l,lld T.O. CANOPY U W M u) 0) z V, e .� a Q O — z W Za0 w J � Wm � W w J =� w FO INISH FLOOR ' 4 P - FINISH FLOORY ~ U Q W Z 1 4 5 2 3 5 2 N D B C E E E A C E E E EtH `W • EXTERIOR ELEVATION - EAST (FACING ARCHIBALD AVE. ) SCALE: 2 � v o ' - i vm mo°or w N 0U mm0 - d O� f �v.'o aE � zp =^ mro E _ eco . J 2 a0N. Q e 0 N N F ~ 8 o - H _ a 5 3 2 6 2 3 C A F G F A o O a = ,�tzo•-o• tzo•-o•• N T.O. PARAPET .. - T.O.PARAPET�' N CO N m t� coa m Y T.O. LTC CANOPY _ zj -0 cu cc N 3 N t� ° in N o U T.O.CANOPY i J gos_ xFze �' s Em � e � mga 0 FINISH FLOOR FINISH FL� — 3 5 2 5 2 5 2 2 4 3 E E H E E C E E C E C F F F B A SHEET: xN EXTERIOR ELEVATION - WEST (STOREFRONT) 3/S6CALE_p 1 A3 . 00 KEYNOTES ww � > > Z W J W W W I I U � r- I I I 0 J J Q J � U) U CL d d m O Cn (D U � �_ �_ � U)(n N LW W 0 O O O 0 W W W W W of > > > > W W W W J ~ J O O O O O O O r7 r\ N r` O 00ca r\ c, \ \ \ \ \ \ \ 'd- LQ (D 00 O O O O O O O r7 -t Ln (D I- 00 O +20'-0-0" _ _ +20'-0-0, "V T.O. PARAPET T.O. PARAPET e ... e• •°• .. ' TF a' •°. ..'• ^a Ad + _14'-6 a.. tea;. ' N ., ;as •.. +1 C7 T.O. LTC CANOPY T.O. LTC CANOPY O L ti cM ++10'-6" +10'-6" X � C Z V T.O. CANOPY T.O. CANOPY V U 1 M = Q O z (� U — z c,6Q Q z L > z Lu W - ZQ0 w v� v� U 0-1 J � W coo U O W w J = � w J4+ono° +01-011 ti CO w � = X F� INISH FLOOR FINISH FLOOR U Q U W 2 Q o 0 N rI) W SCALE: PM EXTERIOR ELEVATION - NORTH (FACING 9TH STREET) 13/16,, V-0" 2 Ed W 0 > > W o � o �� ° � moo w N o U) Lu U U c N E w �o U) �[ O — U o 0 c: '00LO 2 `c Z V 0 ° E a c 3 a o o a a� 3 °a0 ° a G N O N W loon H Q v U loon U y <N 06 Q O O 0 +20'-0-0" _ T.O. PARAPET N O CN 0 U) J N O _ ±15'-6-6" W II T.O. PARAPET Cn •. .q .•.'.y. 4.. e T.O. LTC CANOPY <d •' .4.. .., <;• a:: ?� U • b ", O U (� .d U) 0 U .• x _ V T.O. CANOPY ::df,'. y` F :• �, � z � c—;g 22_ 77 OCIA 1 .. ,:. 4 .. • ..• •:.. .J • 'd <.r. ZO C C Gz' O Z p O.. Gz. Z o .., ,. . 4` .•'• • •:. . •+a, can U U z c o 0. w H z 4. Y Ll .4.• i w° •';°.•• • '�!.' fit. eY.' i•tl' �'. d 'M _ L:jM. ••. , 0 .4 t •••. • • °i ~°• z F H q d w U Q •.a .'y� ••i..•. .. .4• a..... C o w z z o o H H FINISH INISH FLOOR FINISH FLOOR�' c� 0 N N Z O Q w O LLJ W Q O C/-, N SHEET' W W CD �, 0 Y W m Z A3 . 1 � o EXTERIOR ELEVATION - SOUTH 3/S6CALE-o 1 MATERIAL SAMPLES wzz > Z J J w w W U � � I I Z Z Z Z U r r r r N O N W W W W h d H N N N N W ) W VINTAGEWOOD CEDAR EMPIREBLOCK GRAY NICHIHA NICHIHA FIBER CEMENT SIDING FIBER CEMENT PANELS d M h N O N h O O O O O O O 1 3 2 - 5 xc D A F E C > n a n m ro rn K #t20'I" t20'A"� TKO. PARAPET _ - T.O. PARAPET ' a C CANOPY T.O. LTC CANOPY 154 DARK BRONZE SILVERPOINTE - SW 7653 0. LT0 CENTRIA- ECONOLAP 1/2" SHERWIN WILLIAMS Lo CORRUGATED METAL SIDING � M 0 T.O.CANOPY ' I I T.O. CANOPYO O F CO a: Q O e ZW Z w w W _ Zao w Wog �V K Q W } WQ O J _j +0_0, +0'_0,�h af W m U0 w F FLooR FINISH FL O TRICORN BLACK- SW 6258 REFLECTIVE WHITE - SW 7757 f� U i Q U W SHERWIN WILLIAMS SHERWIN WILLIAMS Q ti Q o K 5 2 5 5 2 N C E C E C E E H E `W • EXTERIOR ELEVATION - NORTH (FACING 9TH STREET) 3/SSCALE:o 2 � W FINISHES 1 EIFS SYSTEM v w FINISH: STUCCO MFR: - "a m8o u N 0 U o � STOREFRONT a< „No mE E u FINISH: ANODIZED ALUMINUM �� => ° E <oae rc MFR: �� ri� � �<o_. a e FIBER CEMENT SIDING R FINISH: VINTAGEWOOD - CEDER w MFR: NICHIHA 8 o FIBER CEMENT PANELS _ a FINISH: EMPIREBLOCK- GRAY MFR: NICHIHA 5 CORRUGATED METAL SIDING FINISH: DARK BRONZE � tzow-o. MFR: CENTRIA N o tq �'T.O. PARAPET I T.O. PA RAPET N �ti P:E§T METAL CLADDING w I; rn 6 o a %r FINISH: EMPIREBLOCK- GRAY co N m MFR: M � m t1a's" a c Y UU 9cts MATERIAL SAMPLES -' U) N " NOPY _ m T.O.CA O 71 e VINTAGEWOOD - CEDAR _ , e a e NICHIHA FIBER CEMENT SIDING q o � .A• � m �' mioem 5 � � w EMPIREBLOCK - GRAY — ss _ m g a NICHIHA FIBER CEMENT PANEL 154 DARK BRONZE Ki 7. 11 , - +o,_o„ CENTRIA F m o m d g FINISH FLOOR FINISH dOR - o SILVERPOINTE - SW 7653 eD SHERWIN WILLIAMS 3 4 2 1 E A B E D TRICORN BLACK -SHERWIN WILLIAMS W 6258 REFLECTIVE WHITE - SW 7757 SHERWIN WILLIAMS 2 N PMS 165 G SHEET: xw BLACK A3 . 1 C EXTERIOR ELEVATION - SOUTH 3/SCALE:O 1 H MATERIAL SAMPLES www � I I Z U n n J I I I C LL Z Z Z Z Z p w Q Q Q Q Q H J J J J J O. N ti a a a a N Q w w w w w w U N N N N N AESTHETIC WHITE SW7035 PANTONE 'PQ-440C' o SHERWIN WILLIAMS BOLLARD COVER, TYP. m m o 0 0 0 N N N N A 0 \ \ \ \ \ \ O) N M 4 N 2'-0" 3'-0" 2'-0" 2'-0" +17' T.O.CANO ELEVEN B.O.CANOPY�' COLONNADE GRAY SW7641 (o STORE SIDE STREET SIDE SHERWIN WILLIAMS r- Lo � CV Z O 2 U ~ � FELEVEn B > O (¢9 W Z ca Z W W W z _j2 am> � U, Wm O + F J > 2 � UZ W U LLIW JEA m Q = Q J ~ cYi W U W ,0 ¢ , FINISH FLOORY = W O O 3 "' M C `W • EXTERIOR ELEVATION - NORTH (FACING 9TH STREET) 4CA1E0., 2 ■ W FINISHES ACM CANOPY FASCIA v w p� Wg w va 0 0 � CANOPY COLUMN E WE a`oo o LL Sao. e 3 PARKING BOLLARD PLASTIC COVER R FINISH: PANTONE 'PQ440C' w MFR: T.B.D. 5 � $ o A 3'-0" 2'-0" ,1 2 0 �1I T.O.C�gNppy d' Q N `1 = N_ , W ELE W II 0 ®� +14'-6"h V1 � B.O.CANOPYd� >. T m CO � gFu i M cYi Z ° in y U g � — oO N 2� U - oo � s � m y � � om LL z m � IF = fig +0'-O° o FINISH FLOORY MATERIAL SAMPLES U AESTHETIC WHITE - SW 7035 AS SHERWIN WILLIAMS NN BeCOLONNADE GRAY - SW 7641 SHERWIN WILLIAMS SHEET: xw ^/ PANTONE - PQ-440C A3 . L C SCALE: EXTERIOR ELEVATION - WEST 94„ = ,._o., 1 C T.B.D. KEYNOTES Lijz Li ElCALL BOX. MECHANICALLY FASTENED TO COLUMN. z w w MOUNT AT 46-INCHES MAX. ABOVE SLAB TO BUTTON w w w I I ❑2 FIRE EXTINGUISHER-ADA MOUNTING HEIGHT TO BE MAX.48-INCHES z o FROM GRADE TO PAPER TOWEL OPENING Q I I I �3 3-FEET X 3-FEET ILLUMINATED LOGO SIGN (UNDER SEPARATE PERMIT) � w Q Q Q Q Q J J J J J ❑4 Ld TATEYAMA IMAGE TRI-STRIPE (NON-ILLUMINATED) v Q � � � � co V) U5 U5 co lfl OVERFLOW PROTECTION AS REQUIRED. SEE CANOPY DRAWINGS AND SPECIFICATIONS w �w Ww Ww Ww Ww U cn (n cn cn (n z > > > > > ❑6 WASH BUCKET-ADA MOUNTING HEIGHT TO BE MAX.48-INCHES FROM GRADE TO PAPER af � � � � TOWEL OPENING rn rn o 0 0 0 GAS DISPENSER �7 IN CD IN ❑8 CANOPY COLUMN o o 0 0 0 2'-0" 3'-0" f 2'-0" � 2'-0" ❑9 ACM CANOPY FASCIA > N r7 "t Lo co T.O. CAN P 10 NOT USED 3 a [a� 11 NOT USED u +14'-6" 5 B.O. CANOPY 12 NOT USED 4 9 13 PARKING BOLLARD cM H 8 O STORE SIDE STREET S� r- Lo co U) X � � Z V H � � Q 0 zz OHQ W � > � rn0 Lu Z o2S Z W } W o O 2 0 a 6 0 > ° Z < <1 Wmv O I•T_T� FT-Tl W } LLLL QQw Lu m WHO v U w +0,_01, Q w z D FINISH FL = Q IL o 0 13 7 2 N M TYP. TYP. W SCALE: EXTERIOR ELEVATION - NORTH (FACING 9TH STREET) 114" = VC 2 W 0 > W o R° �a > N m��v�i ♦Y N o� W Q o W U U 00 N O 6 CD O N d Q �u7 p N � N Z V } � O E c ^ ^ 3 c c v J °a0° Q 0 N O N N W loon � v U a N U co) 9 4 2'-0" 3'_0" 2'_0 0„ 0„ 0„ 0„ 2'_0" -,'NNW, O +17'-6" T.O. CANOPY p ON Y ull N 3 1111011100 II � +14'-6" - O 5 B.O. CANOPY m m � co N U �O U L 8 U) cn Q U oa O +9'-p" a z o z o w c N � U F � EU0a2 LL cv Q O o w x x z w 00 I I U O c� W cn J Z o o V' cc 7 Z dU � cazzE-' e- z_ a_ � cn cwi� E' ww � o � � �-.4 W o � d xr HOUwoc.� z �z^- x .� T o w = ow w ca d o 0 7 = LL zmzxc6.7Yr � ox TYP. Qx �� � gU � � 6 co w13 z TYP. +0'-0" o FINISH FLOG z 0 Q w O Z Q U W L� CV r7 cf) Q O N SHEET: W W z 0 Y W m Z A3 . 2 � o LLJ EXTERIOR ELEVATION - WEST 14" = 11-0„ 1 (2)#4 HORIZONTAL BAR AT TOP BOND BEAM GENERAL NOTES WITH 24"OVERLAP AROUND CORNERS. 1. TRASH ENCLOSURE SHALL COMPLY WITH THE FOLLOW: z z 8"X 8"X 16" PRECISION BLOCK SOLID A. ROOF WITH A MINIMUM CLEARANCE HEIGHT TO ALLOW THE BIN LID TO COMPLETELY > GROUT INTERIOR SURFACE TO BE SMOOTH w w AND NON-ABSORBANT.APPLY ALIPHATIC 5 OPEN. w w w URETHANE GLOSS ENAMEL-DEVTHANE 379 CMU WALL CAP TYP. B. CONSTRUCTED OF REINFORCED MASONRY WITHOUT WOODEN GATES,AND WALL BY ICI. DEVOE COATING OVER EPDXY (COLOR TO SHALL BE AT LEAST 6 FEET HIGH. I I I MATCH WALL) C. PROVISION OF CONCRETE SLAB FLOOR. PRIMER-TRU GLAZE WB 4030 BY ICI. ❑ z z z z D. ALL TRASH BINS IN THE TRASH ENCLOSURE SHALL BE LEAK PROOF WITH LIDS THAT p Q Q Q Q N cn STUCCO PAINT TO MATCH BUILDING. _j J J J ARE CONTINUOUSLY KEPT CLOSED. Q a_ a_ a_ a_ o cn o EXTERIOR FINISH STUCCO PAINT L w w w w MIN. 2 COATS TO MATCH BUILDING N in in in w w > o o 0 0 0 w cn cn cn cnzo z z INTERIOR w w w w #4 HORIZONTAL REBAR AT TOP&MID HEIGHT SIDE � af � � u E-) u 0 0 0 0 0 0 0 #4 VERTICAL REBAR AT 16"O.C. IN PCC 7. a) 00 FILLED CELLS WITH ALTERNATE BENDS m N rl- o o ) GAL. METAL WEEP SCREED 8"CURB o 0 0 0 0 0 CD I � (2)#4 CONT. REBAR TOP AND BOTTOM, n `o Co r oo o' 3" CLEAR FROM EDGE OF FOUNDATION _ N 3"CLR. A1.5 6 io 0 a 2'-6' � � U SIM. WALL SECTION SCALE: , 7 C w 3/8 - 1 0 7 Lo O A1.5 I` co (n U) r Q 0 J IX cy) U) U z (D -r— � U WJ 9._0. IT � i w 0 � W lk wwz > 0 � o 6 6 9 6 8 > 0 ww OQ Q u) T.O. ENCLOSURE T.O. ENCLOSURE w >_ / Q U Z z FRAMING FRAMING J w co � Q Q J = v J 6'-0" 6'-0" w Lu U O Z 0- V-4" 4'-0" 4'-8" `e w = Q i UU Qz 7 10'-0" _ < >_ TYP. � Q N W 5 M = A 1.5 40 ENCL. SLAB ENCL. SLAB REF. CIVIL REF. CIVIL 5 5 8 5 W SCALE: SCALE: SCALE: ENCLOSURE ELEVATION 3,$„ = 1,_0„ 6 ENCLOSURE ELEVATION 3,8,. = 1,_0„ 5 HEALY ENCLOSURE PLAN 3,$„ = 1,_0„ 4 KEYNOTES � W E7"THICK PCC LOADING PAD OVER 90% COMPACTED BASE,4% MAXIMUM SLOPE. 13 12 _ SLOPE ❑2 PROVIDE PVC SLEEVES IN CONCRETE TYP. 1/4" PER FT. ' Ln 0 o >oful B.O.ENCLOSURE ROOF ❑3 6" PCC CURB AROUND INSIDE PERIMETER OF ENCLOSURE. P °o o w o co >_ 8'-6" 14 5 14 a v E N E w B.O.ENCL. ROOF u 2 o 4 6" PIPE BOLLARD FILLED WITH CONCRETE TYP. OF 5. T-9 TYP. TYP. TYP. Q -0 o 6 9 6 14Z .2 v o E • oo ❑5 8"X 8"X 16" PRECISION BLOCK WITH STUCCO FINISH. ^ ^ 3 Q a T.O.ENCLOSURE FRAMING o _ _ ® ° a 3 a o a o 6'-0" N i ❑6 10"X 2"X 16" SOLID CONCRETE CAP. N N \� �7 (3) HEAVY-DUTY METAL HINGE, CONTINUOUSLY WELDED TO GATE AND JAMB TUBE. w 7 O ❑8 1 3/8" CORRUGATED METAL PANEL WELDED TO 2X2 METAL ANGLE WITH DIAGONAL a p TYP. o 8 11 i BRACING, CONTINUOUS WELD ALL JOINTS; PRIME AND PAINT. (D N c Q 15 4 �;t co �9 zo FEN 3/16" METAL PLATE WITH SLIDE BOLT ASSEMBLY WELDED IN PLACE. N \ — a / t7 CANE BOLT AND CANE BOLT RECEPTACLE. O 40 Ni B.O.ENCLOSURE FRAMING 0'-6" � - 6" RAISED PPC WALKWAY. � p O O ENCL. SLAB A1.5 3 _ r _ _ _ _ _ _ � W J � N r 3 12 HSS 6"x2 x1/4 BEAM (TYP.) N O REF. CIVIL TYP. W O N O 5 8 r5� I I I 13 SHEET METAL ROOFING, OVERHANG PAST CMU WALL BELOW(TYP.) N Q >, m 14 2"x2"x1/4" STEEL COLUMN, PAINTED 18" EMBED, 1/4"x3 1/2"SQ PL WELD A 5/8"x8" FROM m SIDE ENCLOSURE ELEVATION SCALE: 3 60 o _ � 4 C.Y. DUMPSTER � � 4 C.Y. DUMPSTER � � � _ TOP ' PROVIDED BY w PROVIDED BY w 15 GUTTER W/DOWNSPOUT DISCHARGING AT ADJACENT LANDSCAPE AREA 3/8" = 1 -O�� OTHERS a OTHERS d I OIL/GREASE TYP 0 II � Oo II� CONTAINERII� 16 U 2" FASCIA 7 12 13 16 �w �T.O. ROOF L — — — L — E- c U - - • d o a z z o 9 xa � P-1 OL- z ao • • 00 zoo V' = � � � �_ 0 14 9 6 ° 4' ° w 8 o T.O. ENCLOSURE 8 z - 4❑ o � � zz � FRAMING ow.. wca � � d o 6 w � o 6'-6" / � o � w � y � o � � C ^� 4 w E ca U z � 0 7 7 w o TYP. TYP. J U Z 4 4 z 2 2 Q r 5 5 8" 12'-0" 1'-4" 5'-4" 8" N 20'-0" Q ENCL. SLAB Q 2 REF. CIVIL i N A1.5 SHEET: o N 8 10 8 5 8 Y �M =: Al . 5 SCALE: SCALE: 3/8 - 1 -0 FRONT ENCLOSURE ELEVATION „ 2 TRASH ENCLOSURE PLAN 3/8 - 10 " � o JIR ew ,w A6 - -r. _ �� fi'��}+ter �L,:� x wa Yr • ■., /�1� 5 1' N + *iREBO no ,t "I' -a-% - e�•,��:; -- •���' �'. ,::5-"4� .y�t� �_ po Ilk Ao Ell 7.7 ar TA ;� •rs..�.�° Ski;.- .��,.. NONE 0 —J l■ -cOV!' ,3�yG � ... ` +ro:� -� 'f :.,['*/.':;.si `Y-•"�*'k' _ �^= l .� - � -.�:''�tr � _ • `'w;,� .:'E' .Mr^. �.--7' '� .- ,'�•. � "�r�,,},fy�7' :r.. _..�I ..'sa r n � • i ,ark; , _ k, ti•. .� 11111111111111� �� %� .` :.:_°�"' F ` � _ _ ��. �x� i';;i�" e - - 111 `� - r"s..: ,•*,s.�•� � � �- 4q"•`°-��,. �.r-. � � � � �i.. M•.�'�' 3'*, !- w_w Vie. '��.. .. x^�� .7 V _ - r �i'' Jw w_yam:�' .i �w�� �;1lIy�I s� �'n y�y/./ :+�w�,r.''e; 'y��rY•, 9' .�'.yLr a7�' .F��'. 1 •S '.`.,y� � �' •l.N' �' ii .�•.�, .4'J-._ ..� �-�'L� T i'i':. 11.SI IVIlnl lath!mlm 1f"'Iwp L�A..•nI rm �• • ', ` ::'1'`. .i I: ;.1� h11iR11 At/�l/.-h pJaJl7'i.'nftfFlPN:f:Y�R1 I'I'Ilr l/',5Y!'SHIOnIhf. Irf �. Jay LEI. W.>se:l li'f6: •AI i.fy'..'1'l:tiiiii l'I�PI'iR� '..}I�i.1'49 � 1.1i +: "4 '� ✓'•'i= AL dt Ak IIAM Ttr 01. ALNo Mir Is Al t 4S + 1 .* .` . .. j +�1 r - I' f LJ J' �' "Y"15{.• �' iY y 1/l{ { ear 4 ti e� y F '� •. 5''� ' L x wh ��-:#,,1� •tilt' `."++. .i =r�{�ti'- ti�;`t F�� •■�� - ��� x3/' #� N �• ���• ter^ + • �IT•. ��s �r 'I: ti � �. fro 11 r �l LEA I ram' _ ax•. ., ': - - :•�'' !F" L .in+ - -ram ■ - �. -•L'3i arm• �,11. •'x r - � � � "fib �{,,' - "3' S�'�"" .•'7w fr J :T- - a3 a ,� rrr ti f . • • i ; yam ,, �y r;�. i4`T�,`f � � • � � � • • � � � � � � I' 1 1 1 1 c � i � � PLANTING LEGEND TREES SYMBOL TREE NAME CITY. WUCOLS f j STREET TREE ALONG 9TH STREET % / 11 CINNAMOMUM CAMPHORA, CAMPHOR TREE 4 M 9TH STREET 24" BOX SIZE. 30'-0" O.C. R.O.W. PROPOSED MONUMENT ° d SIGN PER ARCH. DWGS. d 4 ° f7Av- STREET TREE ALONG ARCHIBALD AVENUE f , 4 PLATANUS RACEMOSA, CALIFORNIA SYCAMORE 5 M ° 24" BOX SIZE. 30'-0" O.C. O a BIKE RACK PER 1 d *" 4, q • d ° QUERCUS VIRGINIANA, SOUTHERN LIVE OAK ARCH. DWGS. 8 °' a d° 4 d a 6 M a PATIO PER d" 36 BOX SIZE. STANDARD TRUNK. a 4 ARCH. DWGS. a d. d a d .A a d.• • - 4. . . a -;°. •• a q ...d-a .1-0 d d '. y n _ - ° V d PARKING LOT SHADE TREE TREE P L �13 mo QUERCUS ILEX, HOLLY OAK 5 L *; . P 24" BOX SIZE. ■ © ...d 4 ° de d SECONDARY PARKING LOT TREE 6 L COMMERCIAL - PODOCARPUS GRACILIOR, FERN PINE p 15 GAL. SIZE. STORAGE M1 p a° ■ 4° R.O.W. ° O 1 , 1 EVERGREEN SCREEN TREE AT PROPERTY LINE ao q ;1 .- .d Z GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 14 M d #A C. 7-ELEVEN W 15 GAL. SIZE. ■ STORE Q FLOWERING ACCCENT TREE 130 ° e ■ � J CERCIDIUM 'DESERT MUSEUM', PALO VERDE 0 o r a 1 n 36" BOX SIZE. 11 L �1 a x m ALTERNATE: LAGERSTROEMIA L 'NATCHEZ' e �. Q = . � C)r , o ° Q SHRUBS - PROPOSED SHRUBS WILL BE SELECTED FROM THE FOLLOWING: ao o 4 SYMBOL SHRUB NAME WUCOLS d `d 1 "n p d LEUCOPHYLLUM FRUTESCENS, TEXAS RANGER L TRANSFORMER d d d d 5 GAL. SIZE ° o a PER ARCH. DWGS. `4 p 013 EM a PRUNUS CAROLINIANA 'MONUS', BRIGHT 'N TIGHT CAROLINA LAUREL o f 4 :a °, 44 d 15 GAL. SIZE L EVERGREEN SCREEN J WESTRINGIA FRUTICOSA, COAST ROSEMARY SHRUBS AROUND L TRANSFORMER. 5 GALLON $ a 5 GAL. SIZE SIZE MINIMUM a0 0 ug CALLISTEMON 'LITTLE JOHN', LITTLE JOHN BOTTLEBRUSH L 5 GAL. SIZE W W W W W W W Y ti W w . ` •Y W .V W W y � y W w d LAURUS NOBILIS, SWEET BAY 1 15 GAL. SIZE L W W W W W W y e ° v w Y LIGUSTRUM JAPONICUM 'TEXANUM', WAXLEAF PRIVET M 5 GAL. SIZE w ROSMARINUS 'TUSCAN BLUE', TUSCAN BLUE ROSEMARY L 5 GAL. SIZE DODONAEA VISCOSA, HOPSEED BUSH 15 GAL. SIZE M fpr x4 TRASH ENCLOSURE GROUND COVER AND SHRUB MASSES PER ARCH. DWGS. SYMBOL GROUND COVER/SHRUB MASS NAME WUCOLS LANTANA 'GOLD RUSH', LANTAN GOLD RUSH j W w 1 GAL. SIZE @ 24" O.C. L 0 _ ti ' f SENECIO REPENS, BLUE CHALKSTICKS L 1 Ca GAL. SIZE ALOE 'BLUE ELF', BLUE ELF ALOE 1 GAL. SIZE L ALOE STRIATA, CORAL ALOE L 1 GAL. SIZE SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE L 1 GAL. SIZE SALVIA 'ALLEN CHICKERING', ALLEN CHICKERING SAGE GENERAL NOTES: IRRIGATION NOTE: 5 GAL. SIZE L • SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL THE PROJECT WILL BE EQUIPPED WITH A LOW FLOW IRRIGATION SYSTEM CONSISTING ROSMARINUS O. 'PROSTRATUS', PROSTRATE ROSEMARY GROUND COVER PER LEGEND, AND MULCH MATERIAL WITH 'BINDER' OF ET WEATHER BASED SMART CONTROLLER, LOW FLOW ROTORS, BUBBLER AND/ OR 1 GAL. SIZE L MATERIAL SHALL BE APPLIED FOR EROSION CONTROL. DRIP SYSTEMS USED THROUGHOUT. THE IRRIGATION WATER EFFICIENCY WILL MEET OR SURPASS THE CURRENT STATE MANDATED AB-1881 WATER ORDINANCE. BACCHARIS P. 'TWIN PEAKS', DWARF COYOTE BRUSH ■ ROCK RIP-RAP MATERIAL SHALL BE INSTALLED WHERE DRAIN LINES 1 GAL. SIZE L CONNECT TO INFILTRATION AREAS. TYP. EROSION CONTROL DROUGHT TOLERANT BANK PLANTING SUCH ■ ALL UTILITY EQUIPMENT SUCH AS TRANSFORMERS, BACKFLOW UNITS, FIRE WUCOLS PLANT FACTOR AS BACCHARIS MIXED WITH ASSORTED GRASSES. M DETECTOR CHECKS AND FIRE CHECK VALVES WILL BE SCREENED WITH THIS PROJECT IS LOCATED IN 'WUCOLS' EVERGREEN PLANT MATERIAL ONCE FINAL LOCATIONS HAVE BEEN REGION '4-SOUTH INLAND VALLEY'. DETENTION BASIN BOTTOM SHALL RECEIVE A HYDROSEED MIX M DETERMINED. CONSISTING OF THE FOLLOWING: H = HIGH WATER NEEDS M = MODERATE WATER NEEDS • ACHILLEA MILLEFOLIUM 1.0 LBS/ ACRE CONCEPTUAL PLAN NOTE: L = LOW WATER NEEDS • ESCHSCHOLZIA CAESPITOSA 1 .0 LBS/ ACRE VL= VERY LOW WATER NEEDS • JUNCUS BUFONIUS 1.0 LBS/ ACRE THIS IS A CONCEPTUAL LANDSCAPE PLAN. IT IS BASED ON PRELIMINARY ■ LEYMUS TRITICODIDESRIO 6.0 LBS/ ACRE INFORMATION WHICH IS NOT FULLY VERIFIED AND MAY BE INCOMPLETE. IT IS • DESCHAMSIA DESPITOSA 4.0 LBS/ ACRE MEANT AS A COMPARATIVE AID IN EXAMINING ALTERNATE DEVELOPMENT ■ FESTUCA RUBRA 'MOLATE' 10.0 LBS/ ACRE STRATEGIES AND ANY QUANTITIES INDICATED ARE SUBJECT TO REVISION AS MORE ■ HORDEUM BRACHYANTHERUM 6.0 LBS/ ACRE RELIABLE INFORMATION BECOMES AVAILABLE. ■ MUHLENBERGIA RIGENS 1.0 LBS/ ACRE ■ MUHLENBERGIA MICROSPERMA 3.0 LBS/ ACRE ■ HORDEUM DEPRESSUM 3.0 LBS/ ACRE CONCEPTUAL LANDSCAPE PLAN 0 20' 40' 60' �. 7_ NORTH SCALE: � " - 20'-0" ELEVEN CORNER OF 9TH STREET & ARCHIBALD AVENUE SCOTT PETERSON LANDSCAPE ARCHITECT, INC. 2883 VIA RANCHEROS WAY ELEVEn FALLBROOK, CA 92028 RANCHO CUCAMONGA, CA DATE: 12/09/2020 `� PH: 760-842-8993 L 1 W W W W W W l W W W EVERGREEN SCREEN SHRUBS ADJACENT TO EX.TRANSFORMER. W W 5 GALLON SIZE MINIMUM P.L. EX.TRANSFORMER C N PROJECT TEAM N Ld O OWNER/DEVELOPER CIVIL ENGINEER BRIAN GILLIS R.C.E. 63021 Q MR. AND MRS. RICHARD T. KIMLEY-HORN AND ASSOCIATES o MANDEVILLE 765 THE CITY DRIVE SOUTH, SUITE c 500 LINDA VISTA AVENUE 200 PASADENA, CA 91105 ORANGE, CA 92868 a \ N (714) 786-6275 I O 1 \ / APPLICANT Y � _ AP : 0209-0 1 -17 ° APN: 02 - - I I \ \ // ow I CHASE ORBIS EASTEVALE, LLC SURVEY 41 ZONING: ENER INDUSTRIAL Z ING: GENE L IN ST IAL o I I \ \\ / l APN: 0209-041 -01 208 NEWPORT CENTER DRIVE SUITE ADKAN ENGINEERS ° ° ° ° I / \ \ / // 1 ZONING: MEDIUM 8-14 DU AC 240 6879 AIRPORT DRIVE ( / ) NEWPORT BEACH CA 92660 RIVERSIDE CA 92504 -e- / \ \ / (949) 330-7562' TOPOGRAPHY PROVIDED ON zo N " I 08/23/2019 > 3 EOH EOH OH E -EOH- 112 5 �� _ off EOH \ \ / 1 I UTILITY PROVIDERS w M NINTH STREET EX. SERVICE \ �/ // I I STORM: SAN BERNARDINO COUNTY PUBLIC WORKS 909 387-7995 t PROP. 40 DRIVEWAY PER 259 / I SAN BERNARDINO COUNTY FLOOD CONTROL 909 297-1470 ° STD. DWG. 101 TYPE C CITY OF RANCGO CUCAMONGA 909 477-2740 5 \ / SEWER CUCAMONGA VALLEY WATER DISTRICT 909 987-2591 EX. PULL BOX TO REMAIN - - - - - - - I =� \ �,_ ° WATER: CUCAMONGA VALLEY WATER DISTRICT 909 987-2591 U a) 1124.89 TC 1125.07 TC 1124.89 FS RELOCATE EX. SIGN \ REMOVE AND ` GAS: SOUTHERN CALIFORNIA GAS COMPANY 909 335-7955 EX. FIRE HYDRANT 1124.25 FL � 1124.45 FI_ q, 1124.86-FS- PROP. S/W REPLACE RAMP / ELECTRIC: SOUTHERN CALIFORNIA EDISON 909 329-9445 N 0 _ N 1125 - N EX. TRAFFIC SIGNAL / TELEPHONE: AT&T 800 331-0500 LZ m ° TO REMAIN ° ' AND PULL BOX TO APN: 0209-054-79 CABLE: CHARTER CABLE 909 975-3398 40 .• EX. R/W o a - a N89°50'01"W 219.46' REMAIN m ZONING: MEDIUM (8-14 DU/AC) b o A 4 EX. TREE TO REMAIN 1124.89 BW - - 1124.56 FS ` ` ` -` '-` `• . . -` ` - - - - - 0. / N I o _ `�1124.61.FS:.`.`. . N44°08'30"W 27.95'- h I ao 1125 EX. LIGHT TO REMAIN 1124.69 BW 1 1124.78 FS• 25' BUILDING ` - ` - PROPOSED RAMP SITE DATA cm 00 1124.93 TC - 1125.06 TC 1124.74 FS `. :SETBACK / �- c� 0) 0000 E 1124.26 FL 1124.56 FS ` ` ` I I SITE ADDRESS: 8768 ARCHIBALD AVENUE Z .a. .`. . .`. . �. I \ \ I RANCHO CUCAMONGA, CA 91730 / 1124.87 TC 1124.57 TC •• 1123.72.FS . EX. TRAFFIC SIGN L °�° 3 �° 1124.68•FS'• 'b� t w c ��1124.37 FS ��74 o .9 o ASSESSORS PARCEL NUMBER: 0209-032-35-0000 Q rn o I cy 1124.07 FS PROPOSED BIKE RACK ` AND PULL BOX TO / v z t 1124.74 TC - '`;�'�' '`' I REMAIN o a v> a 1123.21 TC �`' • PROPOSE `- 45 BUILDING / 1 THOMAS BROS. COORDINATES: 2009 SAN BERNARDINO & RIVERSIDE cn 1122.71 FS �� 1124.24 FS GREASE i� 1�% --' ** SETBACK PROPOSED / \ I COUNTIES PAGE 602 GRID J-3 Q o X z ° 1123.50 TP ' 20' Ln I MONUMENT SIGN / I o o - , INTERCEPTOR b a L ° - - a 1 / 1 ZONING/LAND USE: GENERAL INDUSTRIAL z o w o 1123.61 T�1117.73 IN a s •1124.18 FS-`•'-```` I / m I Q w L ° I SS ° • 1118082 INV - EX. SIDEWALK I o I FEMA: FEMA FLOOD ZONE X AND ZONE A, COMMUNITY PANEL NO. 06071 C8630J. z j o J ISO ��I I ` 1.2% � ', �° ° TO REMAIN // = APN: 0209-054-80 FLOOD ZONE X AREA OF MINIMAL FLOOD HAZARD FLOOD ZONE A AREA o cn Y >= t C� 3% I 1117.591NV a ZONING: MEDIUM (8-14 DU/AC) SUBJECT TO 1 PERCENT-ANNUAL-CHANCE FLOOD EVENT > 0 o z 3 I I 1124.35 FF `` �` ``-``` ` 6 LEGEND CONSTRUCTION NOTES 1 I I a°,. $ PROP. FIRE WATER p 1124.26,FS . - J 1122. 0 FS `1124.35-FS'-`- , , Y o) 3 m I ISO �I I 1 PROP. DOMESTIC WATER ° - - PROPERTY LINE O CONCRETE CURB o o I I N .` PROP. IRRIGATION WATER f \ - CENTER LINE 2 CONCRETE CURB AND GUTTER o = o C� o - - - - - - ' z 5.6' 28. I 20' I 30' 20' • < 11. 60.5' •6' -56.1'- _ \ 56' 44.96' I ■ �� O _ 3 1 I I�° PSI I a - a 9 o I I \ \ - - - EASEMENT OR SETBACK LINE O 3' WIDE VALLEY GUTTERLO 1124.35 FF N �; = ACCESSIBLE PATH OF TRAVEL c = a w I I `�.6g,•,-,•,-` / \ \ ` wo I I O4 ACCESSIBLE RAMP WITH DETECTABLE c� o I I 1.5% - 1 \ \ I I p GB GRADE BREAK WARNINGS n I 1 , N 1124.20'TC• a 1124.35 FF a -!w I \ \ - I O5 CURB CUT a N I I m° U I 3 1123.70 FS 7-ELEVEN I \ \ XX.XX TC PROPOSED SPOT GRADE ` ° o ` I I � `� • 6,000 RSF .` N I \\ // / �I XX.XX FS O6 UNDER SIDEWALK DRAIN WITH GRAVEL PAD o W o ° II � / EXISTING SPOT GRADE O � cn m N _ `- 1124.35 FF -` \ XX.XX TC 7 BIORETENTION BASIN WITH UNDERDRAINS - - - - a� 1 5% `n. 1123.85 PAD ` z \ / / r (XX.XX FS) AND OVERFLOW RISER STRUCTURE. SEE o � W N ` �2`�`� / I DETAIL 1 SHEET 2. o o s ;, '` I I °' PROPOSED 1124.35 FF` g`- - \ I / PROPOSED FLOW � z Z r� o o `. % ELECTRICAL \ / / 1 I 2.00% (DIRECTION AND SLOPE) o ¢ co 0 3.3 I I N ` `�`�`�` O8 BIORETENTION BASIN WITH UNDERDRAINS w ° a / o - I 4 • METER CABINET • 1124.26 FS `�`- - -` 6 I 1 \ / // I I ` � V) m i E PARCEL 1 z - , \ °I AND OVERFLOW RISER STRUCTURE. SEE z L) o a I Im°oa�l I ��� 1124.35 Fs \ , / o I LANDSCAPE/ DETAIL 2, SHEET 2. J PARCEL MAP 8653 I I = �° 0 ' ' �' PLANTER AREA Q i o i PROPOSED - „ 1124.18 FS 0 ,n •. p` - , 4,6%° 1121.97 TO / O9 BIOSWALE o ° „ PMB 90/21 -22 I I TRANSFORMER° 1121.49 FL ° : 1 I , G • • 1124.14 FS ` ` 9� 2*� I �/ I 1 0 10 HEADWALL o � v v m E 1122.41 TC T 1121 ` 6 c� r N O o Im° ail I ° 1121.85 TC O ° STANDARD DUTY w o = 1121.91 FS 1122.7 FL - / °a ° CONCRETE PAVEMENT 11 CATCH BASIN o o � L EX. RIBBON I 11 ° a 'in ',•,',•,',',',' 1121.37 FL / a p w N 0 a GUTTER TO REMAIN - J M �1119.01•FG--�•`• w ~ o Q } } - 1122.88 TC / / N Q � c m m o N EX. �' 1122A38 FS .1123.04`FS.`.`.`.` +EX. �R/W r. / / 1 APN: 0209-054-82 = N J L a .•1�121.05•FS' / / Q \ z z o 3 1122.81TP =�,<_: ` ,` - 10� ` ``� m I / ZONING: MEDIUM (8-14 DU/AC) ESTIMATE EARTHWORK QUANTITIES Y � w _ c -' z n °•. 5 1120.20 I cn o o > PROPOSED . w U OIL & WATER PROPOSED 4 2 `1121.00 TC r-.-.��9;56 FL I \ / I I 0 CUT: 153 CY `.1120'.'3 J O AIR & WATER ° 1120.50'FL \ / I o z SEPARATOR b\ `95" � `J = � FILL: 5,457 CY m 1122.37•TC - 1120 N n 1121.87 FS N 1121.18 TC 1120.65 TC� ° N / NET: 5,304 CY FILL o z p�/° PROP. SEWER 1121.42 TC o 3 1120.68 FL 1120.15 FS I / J SLY 1120.92 FL � `�s d 0 Q NOTE: THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM THE EXISTING GROUND o cn 1113.38INV s g 112 DWY 1109.471N / TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT GRADES ON °' x SS SS - THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE > a w - 1121.93 TC 1121.52 TC 1120.32 TC GRADING PLAN(S). Q r w a PROPOSED HEALY �, .�. _: - 2 �6' 1119.82 FL / v 0 1121.43 FL 1121.02 FL - ° ENCLOSURE PROPOSED ` '``1121.27:TCI 2 \ THE EARTHWORK QUANTITIES ABOVE ARE FOR PERMIT PURPOSES ONLY. THEY HAVE NOT BEEN FACTORED TO z Iw 3 \ EX. FIRE HYDRANT To REMAIN ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, OVER- a LOT LINE ` `1120.77:FL o N / 1 o . I I EXCAVATION AND RE-COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE THICKNESS 1120�� • _ _ ` `\ PROP. 40' DRIVEWAY PER ° OF PAVEMENT SECTIONS, FOOTINGS, SLABS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE NEW Q Y L j N89°49'29"W 236.18' � 1119.55 T(: ` PAVEMENTS, ETC. THE CONTRACTOR SHALL RELY ON THEIR OWN EARTHWORK ESTIMATES FOR BIDDING 0 1119-53 TC _ 5 / STD. DWG. 101 TYPE C I ) = \ 1119.21 TC � � PURPOSES. J Q E E I - 1119-11 TC \ 1118.65 FL) / LEGAL DESCRIPTION w PROPOSED TRASH o ° ENCLOSURE ) s N T / PARCEL 2 OF PARCEL MAP NO. 8653 AS PER PLAT RECORDED IN BOOK 90 OF PARCEL MAPS, PAGE 21 AND IIy _ EX. RIBBON EX. DRIVEWAY / // 22, SAN BERNARDINO COUNTY RECORDS. ^ o � _ L.L _ _ _ GUTTER TO REMAIN (TO BE / 1 I oN N I 'n' - - - REMOVE EXISTING 0 \ m BENCHMARK o PARCEL 1 of PARKING WITHIN -S\ �; \ REMOVED) // o \ ° N PARCEL MAP 1528 SHARED ACCESS - \ I I 2" BRASS DISK IN TOP OF CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10041A 2009" AT THE N / NORTHWEST CORNER OF FOOTHILL BOULEVARD AND ARCHIBALD AVENUE 1.0f WESTERLY FROM THE END OF w PMB 14/56 EX. TRANSFORMER w \ \N N / CURB RETURN ON FOOTHILL BOULEVARD. ELEVATION 1207.70 ° o - \ 3 LO RE-STRIPE TO / APN: 0209-032-34 o ACCOMMODATE s N \\ \ / EASEMENT NOTES Q ZONING: GENERAL INDUSTRIAL z ADDITIONAL �o \ \\ // / APN: 0209-054-78 3 SITE AREA J I � 1. EASEMENT FOR UNDERGROUND CONDUITS AND z \ \ / / 1 ZONING: MEDIUM (8-14 DU AC) INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED TOTAL SITE AREA 1.87 ACRES J N / / 1 APRIL 26, 1977 AS BOOK 9164, PAGE 1447 OF N EXISTING BUILDING ✓ \ N \\ / / OFFICIAL RECORDS. TOTAL DISTURBED AREA 1.77 ACRES w Q4 I \ / 2. EASEMENT SHOWN OR DEDICATED ON PARCEL MAP EXISTING IMPERVIOUS 0 ACRES � ~ o EX. I \ \� / No. 8653 RECORDED OCTOBER 04, 1984 ON FILE IN N W D � a ° \ \ / I ° I BOOK 90, PAGE 21 AND 22 OF PARCEL MAPS EXISTING PERVIOUS 1.78 ACRES z � N S89°50'00"E 235.06' PROPOSED IMPERVIOUS 1.25 ACRESLLj N - - - - - - - - - - - - - - - \ rm � � \ ARROW HIGHWAY PROPOSED PERVIOUS 0.52 ACRES 1i < Q U 9TH STREET S REPLACED IMPERVIOUS 0 ACRES _ +' N O v \ \ / / I 1 0 8TH STREET 87H STREET w W w Q PARCEL 2 \ \ / z Q F- z co - - - - - - - - - - - - - - - PARCEL MAP 1528 I I \\ \ / / 1 I STHSTREET f5 W W v � PMB 14/56 ° I \ \\ / / I I I W W 0 o N I I Q o 4TH CD STREET J J 0 3 Q APN: 0209-032-37 I \ / APN: 0209-054-76 W Q w C) v, 3 ZONING: GENERAL INDUSTRIAL I \ \\ / ZONING: MEDIUM (8-14 DU/AC) ¢ _ �o NORTH Z z L \ �� AIRPORT DR AIRPORT DR U) q 0 o \ \ / � m N U Y � cn 1 I � GRAPHIC SCALE IN FEET � c , 1115 \ ° cn \ / // o 0 15 30 60 FLOOD ZONE X FLOOD ZONE A , �� , / o I I WaN/TYMAP ° � SHEET NUMBER \ I SE SEC. 10, T.1S, R. 1"-30' 0 _0KnowwhaFs below. 1 OF2 0 c Call 811 before you dig. THOMAS BROS. GUIDE PAGE 602 , GRID ✓--3 (2009) WHEN PRINTED AT FULL SIZE EL- � 24" BY 36" 6 m N N O o W 0 Q C Q 0 AP 020 - 1-17 ° AP 02 - - c ZOBIING: ENER INDUSTRIA Z NG: GENE L IN S IAL o APN: 0209-041-01 1128 R/W 1128 o ° ° ° ° ° ZONING: MEDIUM (8-14 DU/AC) 0 E EDH H 0 EOH Y NINTH S7 RLSET h' o ° (E) SIGN LIZED FG 2% 2% Z ° INTERSE TION m 1124 MAX MAX I I 1124 0 , F❑„ EL= .0' O= APN: 0209-054-79 (n ZONING: MEDIUM (8-14 DU/AC) Ld 3 EG N _ 1120 1120 g I I~°� +I 14 f u I APN: 0209-054-80 � z I I a ZONING: MEDIUM (8-14 DU/AC) 77 y E . . . . . . . .. . . m I,ao�r,l . . . . . . . . . . . . ° 11.3' 6' z I I 5.6' 28.5' 20' 30' 20' S/W 60.5' S/W 56' 56' = A N I Ip : ;rl I 1 I A LANDSCAPE DRIVE GAS DRIVE ARKING BUILDING LANDSCAPE HALF-STREET W I I mo 1116 AISLE PUMPS AISLE ARCHIBALD BLVD 1116 000 O w PO c I W 1114 1114 Q c5 rn Ilp . rl J 0 < Q � � ZI 0 o PARCEL 1 / I 1 , m ° N N Q O X z ° PARCEL MAP 8653 I I� ■11 f'+. _ 0 W O ` PMB 90/21-22 Q 3 11 +00 12+00 13+00 /� Q N = o I,.o ..■,I O Z r7 W N �1 Q_ V) O N O L r W I APN: 0209-054-82 SECTION A Y .. ZONING: MEDIUM (8-14 DU/AC) j n v c o f f f f a HORIZONTAL_ SCALE 1 — 30 Y .L m O. 0 *' z O ` ff f 0 W Z 0 X Q VERTICAL_ SCALE 1 — 3 , ,,,.,., N = O O al w I o r N R�W o ° 1128 1128 O N N . io I I I Q z Of q ° o c Ld PARCEL 1 m ° O c� ° PARCEL MAP 1528 = I FG 0 cn 3 N ` % 2% n 0 � Z N PMB 14/56 2 O O a ° 1124 MAX MAX , 1124 ¢ W a°i o APN: 0209-032-34 0 J Q a ZONING: GENERAL INDUSTRIAL APN: 0209-054-78 N m 0 I ZONING: MEDIUM (8-14 DU/AC) Z w < O j c EXISTING BUILDING mo EG J = J — I Q o 0 N o � — U � � O U m j • 1120 _ — 1120 � p Q c=n PARCEL 2 0 , LU N } } v PARCEL MAP 1528 m � N Q � Q 00 } m o a PMB 14/56 0 10' 4' 8' m w o c o I LA DSCAPE S/W S/W 29' = O N _1 L) � v 3 ; APN: 0209-032-37 APN: 0209-054-76 Y Q �n Q w E .� ZONING: GENERAL INDUSTRIAL ZONING: MEDIUM (8-14 DU/AC) 3O' HALF-STREET n o o U 16' DRIVE AISLE 19' 35' 111' 53' 23' NINTH ST 3 TRASH PARKING LANDSCAPE BUILDING PATIO LANDSCAP U o - 1116 ENCLOSURE 1116 C SECT ON MAP j01 " - 50 ' 1114 1114 W cfl ao rn I 0 o O N vJ a 2 Ex. 21 +00 22+00 23+00 � w EX. a SOUTHERLY NORTHERLY O rn a� / (66') / iL w o (29') (37') oT I U < ° (10') (19') (25') (12') SECTION B — B w Y 5' I HORIZONTAL_ SCALE 1 99 — 30 " c I I �, EXIST. AC o ,; PAVEMENT EX. MEANDERING VERTICAL- SCALE 1 99 — 3 ' PROPOSED BARRIER FOR DEPTHS OVER ao I EX. CURB 18" TO BIORETENTION BOTTOM O N EX. CURB & GUTTER SIDEWALK _ _ & GUTTER _ _ _ _ — — — — — — — — — — ADJOINING SITE STRUCTURES PER PLAN N o ' � - - - - - - - - - - - - - - - - �' — o %\���\�A �=__ — - --- - - - - - - - _��' ADJOINING ISTRUCTURES 0 j PROP. SIDEWALK BASE COURSE N � COMPACTED SUB-GRADE Q 04 N W Z 2-4 of OVERFLOW -� �� 2-4 OF OVERFLOW U U E � MULCH DRAIN �`P MULCH DRAIN W NINTH STREET a a ° ° a `�> > J o NOT TO SCALE o EX. _ ,�„_ _ —___ __ =IIII \ a =_= _= —__ __ __ _ L0 0 � o _ U) w o EX. EASTERLY II—III=III—III—III=III=11 III=III—III—III—III-1 1=III=III=III-� =III=III=11 III—III—III—III—III—III—I a N LLJ CD WESTERLY R W ENGINEERED IIIIIIIIIIIIIIIIIIIIIIII11=1IIIIIII IIII1=1I1=1I1=1I1=1IIIIII ENGINEERED �; 1=III=III=III IIIIIIIII1=1I IIII1=1I1=1I1=1I1=1I1=1IIIIII Z N U c R/W SOIL MEDIA SOIL MEDIA (0 (VARIES 100'-104'f) (60-80% II—III—III—III—III—III II-111-111-1II-1II—III III_III—III—III—III—III—III 11-111-111-1I1-1I1—III—III LU Q o =III=III=III=III=III=11 I I I=I I I=I I I=I I I=1 I M (60-80% —I I I=I I I=I I I=III=III=11 I I I=I I I=I I I=I I I=I I I=I I I=1 a (VARIES 55'-59't) (44.96') ASTM C33 —III—III—I 11-1 11-1 11 I I-1 11-1 11=1 I M I M I I ASTM C33 III— —III=1 I =1 I =1 11=1 I I 1=1 11=1 11=1 11=1 11=1 11=1 I I O O Q 0 U w 0 SAND, 11=III=III=III=III=III—II III=III=III=III=III—I M I—III=III=III=III=III—III—II III=III=III=III=III=III=1 r p vn = 1 11=1 11=1 11=1 11=1 I I=1 I I 11=1 11=1 11=1 11=1 11=1 11 SAND, 111—I 11=111=Ill=ill=1 I =1 I I 11=1 11=1 11=1 11=1 11=1 11=1 I I p _ 20-40% 11=111=111=111=111=111=11 111=111=111=111=III=1 20-40% 1=III=III=III=III=III=III=11 III=III=III=III=III=III=1 W U U o (VARIES) (VARIES 41.5'-45.5't) (32') (12.96') COMPOST POST I 11=111=111=111=1 I I=1 I I I I=1 11=1 11=1 11=1 11=1 I I COM P osT III-1 I -1 I -1 11=1 11=1 11=1 I I I I-1 11=1 11=1 11=1 11=1 11=1 I I w w o v PER WQMP = _ _ _ _ _ — — — — — PER WQMP = = _ _ _ _ _ _ _ — z Q F•— z W J o CO (VARIES I O O O O vU0 O O O d Q w o 6.5'-7'f) 5 REPORT) _ o 0 0 0 o REPORT) _ o 0 0 0 0 0 ; W U � Y EXIST. AC I N N H O z ` PAVEMENT EX. MEANDERING O O O O O C O w LU O EX. SIDEWjK EX. CURB SIDEWALK J J O EX. CURB & GUTTER » W IQ z U _ & GUTTER _ _ _ _ _ _ _ _ _ _ _ _ 6 PERFORATED 6 PERFORATED � _c C_ _ J ��\' WRAP ENTIRE SYSTEM WRAP ENTIRE SYSTEM `n — — — — — — — — — — — — — — — IN 30 MIL PVC PVC PIPE IN 30 MIL PVC PVC PIPE f` Z U c NON-PERMEABLE LINER AASHTO #57 NON-PERMEABLE LINER AASHTO #57 (n o O BASE COURSE COMPACTED SUB-GRADE GRAVEL GRAVEL c 3" THICK LAYER OF PEA 3" THICK LAYER OF PEA Q c o ARCHIBALD AVENUE GRAVEL GRAVEL O 00 NOT TO SCALE SHEET NUMBER _0 � DETAIL-1 DETAIL-2 2 O F 2 � Know what's below. o r Call 811 before you dig. FL N.T.S. N.T.S. a INSPECTION MAINTENANCE ACTIVITIES ° / \ \ / / LEGEND o BMP RESPONSIBLE PARTY(S) / REQUIRED MINIMUM FREQUENCY OF ACTIVITIES EOH EO GBH —1125 — EOH\\ / / 1 w \ / — — RIGHT OF WAY/ PROPERTY LINE I— EDUCATION OF PROPERTY OWNERS,TENANTS, OWNER WILL FAMILIARIZE HIMSELF/HERSELF NINTH STREET \ V / WITH THE EDUCATIONAL MATERIALS PROVIDED \ - CENTERLINE o AND OCCUPANTS ON STORM WATER BMPS OWNER WITHIN THIS WQMP AND EDUCATE TENANTS YEARLY / ° (BMP N1) AND EMPLOYEES. \ \ // \ DRAINAGE MANAGEMENT BOUNDARY `o T GARDENING AND LAWN CARE PRACTICES TO — 11 2F — \ ° LANDSCAPE MANAGEMENT(BMP N3) OWNER PREVENT LANDSCAPE WATER FROM EXITING WEEKLY o — —(147)— EXISTING CONTOURS THE PROJECT SITE. \I / cV I 147 PROPOSED CONTOURS HAZARDOUS WASTES AS DEFINED BY TITLE 22 `•:i y / T CCR WILL BE MANAGED IN ACCORDANCE WITH �/ EX. R/W -' TITLE 22 CCR COMPLIANCE (BMP N5) OWNER ONGOING 123 ' ; , , ; ; ; , , / > > > > — FLOW LINE THE COUNTY ENVIRONMENTAL HEALTH . . ;� . . . . . . . . . . . DEPARTMENT. _ . O ap-° PROP. BIOSWALE _ o SITE SPECIFIC SPILL CONTINGENCY PLAN SHALL BMP N3, �' �Sp� EXISTING STORM DRAIN S4 S5 _• I \ > SPILL CONTINGENCY PLAN (BMP N7) OWNER BE MADE AVAILABLE FOR TENANTS AND ONGOING .• ° • I W / SID PROPOSED STORM DRAIN 3 EMPLOYEES. ° ° •• / I OWNERS TO ABIDE BY THE STATE, COUNTY, ° 2 \ Z / m I r UNDERGROUND STORAGE TANK COMPLIANCE AND LOCAL ENVIRONMENTAL HEALTH y�1122 °' ° •BMP °N3 W / O EXISTING CATCH BASIN ° OWNER ONGOING I � ' �•' / _( 51— '21(BMP N8) DEPARTMENT AND LOCAL UTILITY I Imo- �1 •r S4 S5 CREGULATIONS. BMP N11, N15OWNERS TO ABIDE BY RESPECTIVE FIRE ❑ PROPOSED CATCH BASIN HAZARDOUS MATERIALS DISCLOSUREOWNER PROTECTION AGENCY REGULATIONS FOR THE ONGOING • �° COMPLIANCE (BMP N9)o MANAGEMENT OF HAZARDOUS MATERIALS. O ° PROP. BIOSWALE .'� .'.`.`.`. 6 z EXISTING STORM DRAIN MANHOLE UNIFORM FIRE CODE IMPLEMENTATION (BMP — .cN10) OWNER COMPLY WITH CALIFORNIA FIRE CODE. ONGOING X BMP s1 w1 PROPOSED0D PROPOSED STORM DRAIN MANHOLE MA-1 7-ELEVEN •'�' ' \ / o 00.64 BUILDI EX. R W \ M / miLITTER SHALL BE PICKED UP, TRASH ENCLOSURE I 1 I W O I ci 2 6600 S.F. I / =I �'� DIRECTION OF WATER FLOW z °' �LITTER/DEBRIS CONTROL PROGRAM (BMP N11) OWNER AREAS SHALL BE SWEPT AND CLEANED, WEEKLY ; ;`;`;`; ) Q a, DUMPSTERS SHALL BE EMPTIED. PROP. BIORETENTION. r�.%I� WITH UNDERDRAINS' . N. U L rnoPER BIO-1 DETAIL. / Q Z0ENSURE TENANTS ARE FAMILIAR WITH ONSITE \ .� LAT: 34.094954°' / DMA ID o a 0 o BMPS AND ASSOCIATED MAINTENANCE �� LONG: -117.593788° '-'�'-' ` 2 \ Q / I�l °� ACRES DRAINAGE MANAGEMENT AREA LABEL o o .�. . . a z 0 o REQUIRED. OWNER WILL CHECK WITH CITY I N��I� . :�I ; \ / = o X AND COUNTY AT LEAST ONCE A YEAR TO I o o Q o_ o ° OBTAIN NEW/UPDATED EDUCATION I 1120 11 P ° // ° I ^ Q w a) `o EMPLOYEE TRAINING (BMP N12) OWNER MATERIALS AND PROVIDE THESE MATERIALS YEARLY _ _ r S / l� J ° ! zz I— w v� TO TENANTS. EMPLOYEES SHALL BE TRAINED I� �I I `. .` 10 1120. N TO CLEAN UP SPILLS AND PARTICIPATE IN _ 9 BMP`.N4 / / S o Y ONGOING MAINTENANCE.THE WQMP EX f'L 1 // d \ ' LANDSCAPED AREA w c - ° REQUIRES ANNUAL EMPLOYEE TRAINING AND � J � TRAINING FOR NEW HIRES WITHIN 2 MONTHS. I I / B LAT: 34.095131° BMP N14, S1 3 / o Y 3 LONG: -117.594241°® O 1122 •'•'• •' o �' w INSPECT CLEAN AND MAINTAIN DRAINAGE PRIOR TO RAINY SEASON AND AFTER EVERY o w z N CATCH BASIN INSPECTION (BMP N14) OWNER 1 5 . 1120.`. N = o o FACILITIES. RAIN EVENT GREATER THAN 0.5 INCHES. BMP S3 g / O ~ _ .3 ''7 �N ,,2 N I / KEY NOTES �' o c NN 0 0 / j E VACUUM SWEEPING OF PRIVATE STREETS AND PARKING LOTS AND PRIVATE STREETS MUST BE QUARTERLY (MINIMUM), WEEKLY DURING CD I — 4 MA-2 rn ° OWNER ( ) z z BMP N8 7 _ \ / O1 PROPOSED CURB CUT c °o PARKING LOTS (BMP N15) SWEPT. RAINY SEASON (OCT-MAY) — :tr:::' ���,11 •, 0 1 P N3 / ° 2 PROPOSED UNDER SIDEWALK DRAIN X J I PROP. R.' S4, S5 \ O 0r w STORM DRAIN SYSTEM STENCILING AND MAINTAIN LEGIBILITY OF STENCILING AND m 3O PROPOSED OVERFLOW RISER STRUCTURE a ° `o OWNER YEARLY. ° SIGNAGE (BMP S1) SIGNS. \ I / Z O U — O4 PROPOSED STORM DRAIN o cn ; N a N 1 5 \ TRASH AND WASTE STORAGE AREAS MUST BE \ \ w O o a� PROPOSED GRAVEL PAD 1i N \INSPECTED TO ENSURE RECEPTACLES ARE NOT PROP. BIORETENTION \ 4 0 w N \ O COLLECTING STORM WATER. TRASH WITH UNDERDRAINS 3 BMP N14, S1 - / z z ro 0) a TRASH AND WASTE STORAGE AREA(BMP S3) OWNER WEEKLY — \ \ / / O6 PROPOSED FUELING AREA (DRAINAGE TO BE DIRECTED o ¢ Ld co ° ENCLOSURE AREAS SHALL BE SWEPT AND PER BIO-2 DETAIL \ TO OIL AND WATER SEPARATOR BEFORE BMP) w \ u CLEANED, DUMPSTERS SHALL BE EMPTIED. LIDS LAT: 34.094748° EX. DRAINAGE V-GUTTER \ \ \ / 01 z a O o MUST BE MAINTAINED CLOSED AT ALL TIMES. III LONG: —117.593912* �� \ \ / =I 7O PROPOSED UNDERGROUND TANKS J " o IRRIGATION SYSTEMS MUST BE INSPECTED TO Q ° ENSURE PROPER FUNCTIONALITY.TIMERS \ / 8O PROPOSED TRASH ENCLOSURE o j 3 EFFICIENT IRRIGATION SYSTEMS & LANDSCAPE MUST BE INSPECTED TO AVOID I O9 PROPOSED OIL AND WATER SEPARATOR O U U m OWNER WEEKLY o N DESIGN (BMP S4) OVERWATERING AND WATER CYCLE AND r0 O U DISCHARGE POINT 12 c� N ❑ DURATION SHALL BE ADJUSTED SEASONALLY BY EXISTING \ ' ' 1 o PROPOSED HEADWALL Ld o O E ° LANDSCAPE MAINTENANCE CONTRACTOR. O , w N } BUILDING I F \ cn m } TRASH, DEBRIS, AND SEDIMENT MUST BE \ / / 11 PROPOSED CATCH BASIN w N o O Q o m o v a LANDSCAPE AREAS 1-2 INCHES BELOW CURB, REMOVED WITHIN THE 1-2 INCH DEPRESSION EX. / Q \ z z `'' ° OWNER WEEKLY \ ° 12 CONNECT TO EXISTING CATCH BASIN = rn w c� U 3 SIDEWALK OR PAVEMENT(BMP S5) AND DISPOSED OF PER LOCAL JURISDICTION \ z I \ \ / I O Y � N v w 3 _ c REQUIREMENTS. _ _ _ — I \ \ / VARIES cn o o U TRASH, DEBRIS, AND SEDIMENT MUST BE \ 3 REMOVED WITHIN THE BIOSWALE AND aa) o BIOSWALES (BMP N4) OWNER DISPOSED OF PER LOCAL JURISDICTION WEEKLY \ \ / p/ �� �� \E= vP� w 'I REQUIREMENTS. INSPECT FOR SIGNS OF EX�B� r EROSION OR DAMAGE TO VEGETATION. I � TRASH DEBRIS AND SEDIMENT MUST BE — — — \ \v/ % ...�/� \ � - INSPECTION AND MAINTENANCE REQUIRED — — — — — — — — — — — — — — — — — � REMOVED WITHIN THE BASIN AND DISPOSED AFTER EVERY RAIN EVENT GREATER THAN 0.5 N BIORETENTION BASIN (BMP N4) OWNER OF PER LOCAL JURISDICTION REQUIREMENTS. INCHES. INSPECTIONS SHALL OCCUR MONTHLY a INSPECT FOR SIGNS OF EROSION OR DAMAGE TO ENSURE OPTIMUM PERFORMANCE. rn a TO VEGETATION. I / � U I \ \\ BIO SWALE DETAIL Q o FUEL DISPENSING AREAS WILL EXTEND \\ \ // / I o N.T.S. <I U) 6.5 FEET (2.0 METERS) FROM THE \ �, / \ // I II Q af o CORNER OF EACH FUEL DISPENSER, OR - EX. D' \ \ \✓ / THE LENGTH AT WHICH THE HOSE AND Q Y c NOZZLE ASSEMBLY MAY BE OPERATED PROPOSED BARRIER FOR DEPTHS OVER o PLUS 1 FOOT (0.3 METER), WHICHEVER IS z E LESS. THE FUEL DISPENSING AREA WILL BE 18" TO BIORETENTION BOTTOM PAVED WITH PORTLAND CEMENT ADJOINING SITE STRUCTURES PER PLAN a N = CONCRETE (OR EQUIVALENT SMOOTH ADJOINING SITE STRUCTURES PER PLAN o IMPERVIOUS SURFACE). THE FUEL Uj o DISPENSING AREA WILL HAVE AN cn '> OVERFLOW / OVERFLOW ° o N APPROPRIATE SLOPE (2 PERCENT- 4 w 2-4 OF P �\1 � �\ 2-4 OF w N - PERCENT) TO PREVENT PONDING AND Q ^ MULCH \� �� �� } _ MULCH Q \� WILL BE SEPARATED FROM THE REST OF ��, > > / > E THE SITE BY A GRADE BREAK THAT �\ �9 a a N PREVENTS RUN-ON OF STORMWATER. AN - - - - _ ___=I I11 -__ - -_ ____ - d U OVERHANGING ROOF STRUCTURE OR I I-III-III-III-III-III-I I III-III-I 11-1 I I-III=1 =1 11=1 11=1 -1 I IE 1 I 1=1 I III-III-III-III-I I L I I-I ° ENGINEERED III-III-III-III-III-III I I-I 11=1 1=1 11=1 11=1 I ENGINEERED - - - - I-III-III 11=1 11=1 11=1 11=1 11=1 11=1 I I �' J 0 o CAN 0 PY WILL B E PROVIDED. THE COVERS I I-1 I I-1 11=1 11=1 I I-1 11=1 I 1 I 1=1 11=1 I IEJ 11=1 11=1 El IT I I' III-1 I I-1 I I I 1=1 11=1 I -1 I -1 I I-1 I -1 SOIL MEDIA SOIL MEDIA N MINIMUM DIMENSIONS MUST B E EQUAL I I 1=1 I I-I I I-I I I-III-I I I I I-III-III-III-I I I-I I %�; III=1 I I-11 I-III- I I-III-11 I I I-III-III-III=1 I I-I 11=1 I I J w ° To o R GREATER EATE R THAN THE AREA o f THE (60-80% =1 I I-I I I-I 11-I I El Ell I I I I-I 11=1 11=1 11=1 11=1 (60-80% -I 11=1 11=1 11=1 11=1 11=1 I I I I=1 I I=1 I I=1 11=1 I F1 11=1 w Q ASTM C33 - -11 I-I I I-I I I=1 I I=1 I I I=1 11=1 11=1 11=1 11=1 I I ASTM C33 - I 11= -I 11=1 11=1 11=1 I M I I 11-111=1 11=1 11=1 I M I 1=1 I I Q FUEL DISPENSING AREA I N THE FIRST SAND, ° 11-1 I I-1 11=1 11=111--111-1 I I I 1=1 11=1 I I-1 I I-111-1 SAND, ° 1=111-1 I I-1 I -111-1 I I-11 I-1 I I I 1=1 11=1 I I-1 I I-1 I I-1 I -1 o o ITEM ABOVE. THE COVER WILL NOT III-III-III-III-III-III I I-III-III-III-III-III III-III-III-I I I_I I I_I I I-III I I-III-III-III-III-III-III N W c0 20-40% 11=III=III=III=III=III=11 III-III-III=III=III=1 20-40% 1=III=III=III=III=III=III=11 III-III-III=III=III=1 I 1=1 cr) o DRAIN o NTO THE FUEL DISPENSING AREA COMPOST 1=1 1=1 I I-1 1=1 I I-1 I I-1 I I-1 1=1 1=1 1=1 COMPOST 111-111=1 11=1 11-111-111-111 11=1 11=111=111=111=1 I I III Z N z N AND THE DOWNSPOUTS WILL BE ROUTED PER WQMP PER WQMP ~ j O O O O 0 0 0 0 0 p � Q UJ Q a TO PREVENT DRAINAGE ACROSS THE REPORT) _ o 0 0 0 o REPORT) _ o 0 0 0 0 0 O () FUELING AREA. THE FUELING AREA WILL N N p 2 ° DRAIN TO THE PROJECTS TREATMENT O >O O O � �O C LLl LLJ W U °, FUELING AREAS (S12) OWNER CONTROL BMP(S). ONGOING Z LaLI J CO ° 6" PERFORATED 6" PERFORATED w 0- Q W Q o WRAP ENTIRE SYSTEM PVC PIPE WRAP ENTIRE SYSTEM PVC PIPE W U O Y IN 30 MIL PVC IN 30 MIL PVC � 0 z NON-PERMEABLE LINER AASHTO #57 NON-PERMEABLE LINER AASHTO #57 W 0- W O L GRAVEL GRAVEL W Q � W Q U U 3" THICK LAYER OF PEA 3" THICK LAYER OF PEA NORTH W Z n 3 GRAVEL GRAVEL z U (n o O 00 Y 0) B 10-1 B 10-2 m N o ° GRAPHIC SCALE IN FEET z N.T.S. N.T.S. 0 20 40 80 m SHEET NUMBER Know what's below. o r Call 811 before you dig. EL P ~ C N PROJECT TEAM N ° OWNER/DEVELOPER CIVIL ENGINEER � BRIAN GILLIS R.C.E. 63021 Q MR. AND MRS. RICHARD T. KIMLEY-HORN AND ASSOCIATES o MANDEVILLE 765 THE CITY DRIVE SOUTH, SUITE c 500 LINDA VISTA AVENUE 200 PASADENA, CA 91105 ORANGE, CA 92868 V / � I � APPLICANT (714) 786-6275 Y - APN: 0209-0 1 -17 o APN: 0209-021 -1 II i \ \ ow I I CHASE ORBIS EASTEVALE, LLC SURVEY 41 ZONING: ENER INDUSTRIAL ZO I G: 7N7AL INDU T IAL o \ \\ / I APN: 0209-041 -01 208 NEWPORT CENTER DRIVE SUITE ADKAN ENGINEERS ° I / \ \ / // I ZO ING: MEDIUM 8-14 DU AC 240 6879 AIRPORT DRIVE / ) NEWPORT BEACH CA 92660 RIVERSIDE CA 92504 -e- \ / \ \ // / (949) 330-7562� TOPOGRAPHY PROVIDED ON o o I / \ \EOH I 08/23/2019 3 EOH EOH OH EO -EOF- 1125 OH,, EOH -\\ / 1 I w \ \ \ / I I SITE DATA NINTH STREET \ \ l SITE ADDRESS: 8768 ARCHIBALD AVENUE \ / I RANCHO CUCAMONGA, CA 91730 ASSESSORS PARCEL NUMBER: 0209-032-35-0000 c \ (E) SIGN LIZ-W ° INTER\SE TION THOMAS BROS. COORDINATES: 2009 SAN BERNARDINO & RIVERSIDE N 1125 COUNTIES\ \ / \ COUNTIES PAGE 602 GRID J-3 z ° ° APN: 0209-054-79 ° F \ ELF 0' / ZONING/LAND USE: GENERAL INDUSTRIAL _ _ - - _ \ I / �r� m ZONING: MEDIUM (8-14 DU/AC) � � � \ - - ' 1124) � ° � \ / \ � � FEMA: FEMA FLOOD ZONE X AND ZONE A, COMMUNITY PANEL N0. 06071 C8630J. 1125 �9 •+1.08 •+(.24 •+1.17 1.4 •+1.42 •+1.15 •+0. •-0.12 0. / FLOOD ZONE X AREA OF MINIMAL FLOOD HAZARD FLOOD ZONE A AREA 00 00 - - -- - - - _ - 0 d / SUBJECT TO 1 PERCENT-ANNUAL-CHANCE FLOOD EVENT ao 00 E LEGEND L Z Q Y I \ I =y�r00 <255 \ - - - 1 - - PROPERTY LINE L; rn o II +3 •+ •+1.5 0+1. `Z 1.35 •+1.66 +1.18 •+ .75 9+0.15 •- .0 Q c� \ - _ 1 CENTER LINE o a a \ 23) \ 1 - � V pro) \ e // 1 - LIMITS OF DISTURBANCE Q o X z� a + 3 \\•+1  53� `0+1. 6 1 63 r�+2 91.74 •+1.4 +�.�31 •+0.2 1 I \\ \\ \ / / 1 •+0.17 PROPOSED FILL �^ Q w `` o r� w N 1 j I I j - - - <� N 1� % \ Iv // j I 9APN: 0209-054-8 •-0.17 PROPOSE CUT >% o N o _j ° •a o di N ZON G: MEDIUM (8-14 DU/AC) > c + .33 •+11 6 11 65 •+1. 1 •• 1 9 •+2.53- -•+-2-35- + .27 1.86 •+1.6 / / I J 1 1 • - _ _ _ / \ J ESTIMATE EARTWORK QUANTITIES Y ., 1 1.Ooodll 1 \ \ \ / o I� JLL_ 3 11 I I \ \ \ I // / f CUT: 153 CY o w z t - - - I I I • I \ \ \ / / 1 FI LL: 5,457 CY N o l c, 3 .09 •+1 12 11 70 0+2 02 2 •+3.16 •+3.03 + .93 +2.49 \ 0+1.4 O - 1 11.0 o di I I - _ 7-ELEVEN STORE \ \ \ \ / / mo I I NET: 5,304 CY FILL c� I �1 6,000 SF o I I I �N`� 1124.35 FF NOTE: THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM THE EXISTING 0 o I 1 1 1123.85 PAD I I GROUND TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT 04 '0N + .51 +1 8 12.06 •+/ • 2.90 •+3.54 •+3.43� 35 •+2.75 •+11 6 GRADES ON THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN(S). ® = 11 N I / It THE EARTHWORK QUANTITIES ABOVE ARE FOR PERMIT PURPOSES ONLY. THEY HAVE NOT BEEN FACTORED TO z W O / ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, OVER- N � m N _ / EXCAVATION AND RE-COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE THICKNESS w J 3 o 9\8 •+214 •+3.79 •+3.69 + .60 •+2.72 •+ �5 I \ / / _ OF PAVEMENT SECTIONS, FOOTINGS, SLABS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE NEW o z N N a + 1 I� � ® LUI 7 \ / / I PAVEMENTS, ETC. THE CONTRACTOR SHALL RELY ON THEIR OWN EARTHWORK ESTIMATES FOR BIDDING Of N o p o \ I I I l 1 \\ \ I / / 1 I PURPOSES. o J o a 1 1 ` , \ �V \ i l I I � m 11 PARCEL 1 I 1 Z / O °I Uj L) o 44 •+91 T40c o • I2.67 +2 94 • .3 +4.05 +3.99 + .8 +2.\ +1. 1 / = I o PARCEL MAP 8653 \ 1 \ W / �\ o °I SITE AREA PMB 90/21 -22 i (>>2 J I 1124 r / I z Y J 0 j 1123122i 121 I I I I t o TOTAL SITE AREA 1.87 ACRES v o = v v m .99 •+31 b?��� 12.91 :+ 3. •+3.94 1. �T11Qf� I I / TOTAL DISTURBED AREA 1.77 ACRES o o i o I - J 1 1 EXISTING IMPERVIOUS 0 ACRES N LLJ Q o Na m } m p a - 1 c a �> J / \ I - \ PN: 0209-054-82 EXISTING PERVIOUS 1.78 ACRES mLd 3 N ?x\m Q � w Z Z 0 3 <.<Z � / N Q N Q W D. 7 •+2.98 •+2.87 •+2 57 -0.85� •-1.15 •-1. \ \\J/ // I ZONING: MEDIUM (8-14 D /AC) PROPOSED IMPERVIOUS 1.25 ACRES Y N o o m \ m / 1 I O \ PROPOSED PERVIOUS 0.52 ACRES U 3 1122 1119 �V / I REPLACED IMPERVIOUS 0 ACRES 1120 .37 \ • •+2.68 •+2.64 •+2.50 + 1.58 •+1af .16 7 j l \ > °' \ �+ / w I \ \\ 4)" \\ 1120 0 � I + +2.86 +2.71 2. 1 \`• 0 68 •+0.32 0+0. 1 N ° I \ \ \ // I /� r ` \ / W � N p� a > _N \ / J 0000 I w 0 \ / 0 - 0 0 0 0 0 / 0 ❑ ❑ LL Y v - - - - - - - - - - - - - - - - - - - -1 c - - - - ° \ PARCEL 1 o� I .N PARCEL MAP 1528 / I 1 \\ U a PMB 14/56 ° N APN: 0209-032-34 / \� Q oN I / / U U ZONING: GENERAL INDUSTRIAL • \ / / APN: 0209-054-78 o J o I \ \\ 1 1 ZONING: MEDIUM (8-14 DU/AC) J 1 \ \ / / 1 oC _ ✓ I \ \\ / LO o z I \ / m N W o o o .° - OI ° r (n c v/ / / / / / / / / / / / / / / z z 'z 'z 'z 'z 'z 'z 'z 'z 'z 'z 'z _ / I \\ \\ // I I \ w a' - - - - - - - - - - - - - - - - - - - - I \ \ / I \ LL Q a - - - - - - - - - - - - - ARROW HIGHWAY O 0 Q U LL V o, 9TH STREET S _ 8TH STREET 87H STREET W w Q Of p ° PARCEL 2 \ \ / / r� II Z Q F-- z w PARCEL MAP 1528 I / \\ \ / // I - 6THS7REET Q 15 W w U PMB 14/56 ° \ \ \\ / / I I W W O o - - - I \ 4TH STREET J v, - - - - - - - \ V. 2 J O / I Q W (> t APN: 0209-032-37 I I \ \\ I / 1 I` APN: 0209-054-76 _ NORTH L I W z ZONING: GENERAL INDUSTRIAL / U 3 \\ \ ON G\ MEDIUM (8-14 DU/AC) �o ~ z L / c: 0I I \ \\ / / I I / I \ \ AIRPORT DR AIRPORT DR U) C Y o N U - 1115 - \ ° I I \\ \ I / / 1 II0 \ OGRAP 51C SCALE IN FEET 0 < m I I \ VICINITY MAP m I I \\ \ Y/ ItO I I �.r.s SHEET NUMBER ° r S.E.114 SEC. 10, T.1S, R.7W i"=20' o _0Know whars below. 0 `� Ca11811beforeyoudig. THOMAS BROS. GUIDE PAGE 602 , GRID ✓--3 (2009) WHEN PRINTED AT FULL SIZE ---- -a° � 24" BY 36" IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO , STATE OF CALIFORNIA S TE UT L ZAT ON MAP FOR TENTAT VE PARCEL MAP NO . 20164 PARCEL 2 OF PARCEL MAP NO . 8653 AS PER PLAT RECORDED IN BOOK 90 OF PARCEL MAPS , PAGE 21 AND 22 , SAN BERNARDINO COUNTY RECORDS �,:I.' _AM I .. or r \ \ 4 ARROW HIGHWAY Q�QFES$/Qy,- ■ 6 00' RADIUS ` 9TH SWET 0owS17y` 8TH STREET 8TH STREET BR IAN GILLIS _ - r • .,.,�� _AL 8Ai STREET ¢ 15 * �� 63021 IL 4TH STREET N l' t I 10 OWNER r ! AIRPORT DR AIRPORT DR MR. AND MRS. RICHARD T. MANDEVILLE 3 `` \ 500 LINDA VISTA AVENUE PASADENA, CA 91105 4- _ ,. r VICINITY MAP APPLICANT �.r.s. CHASE ORBIS EASTEVALE, LLC S.E.1/4 SEC. 10, T.1S., R.7W �, - 208 NEWPORT CENTER DRIVE SUITE 240 THOMAS BROS. GUIDE PAGE 602 , GRID J 3 2009 ( NEWPORT BEACH, CA 92660 �'.,�a .� a.w��•.,,.�, ... �� .� � ` �� \.. PH. 949-330-7562 - - � .' ,- APN: 0209 021 . _ MAP PREPARER ZONING: GENERAL INDUSTRIAL "" """` "�`" ``" ' I r■� ? \ KIMLEY-HORN AND ASSOCIATES � APN: 0209-021-16 I APN: 0209-041-01 p. LAND USE: GENERAL _ - -17 `' .�„ 765 THE CITY DRIVE SOUTH, SUITE 200 ZONING: GENERAL INDUSTRIAL ZONING: GENERAL INDUSTRIAL, ZONING: MEDIUM LEGEND ORANGE CA 92868 INDUSTRIAL (0.50-0. FAR) LAND USE: GENERAL INDUSTRIAL 0.50-0.60 FAR :` LAND USE: GENERAL LAND USE: SCHOOLS (FAR 0.10 - 0.20) ( BRIAN GILLIS R.C.E. 63021 14 1� ( * ) INDUSTRIAL 0.50-0.60 FAR) 6 �' ( RIGHT-OF-WAY (714) 786-6275 }- - - - - - ba x �. ►�►. +. . t�' �' . . ` ; �' I '� PROPERTY LINE SITE ADDRESS 8768 ARCHIBALD AVENUE - - - = — — � — R R W - - - - - - � - - � — - - - . / . . „.-, CENTER LINE RANCHO CUCAMONGA, CA 91730 - ---` NINTH STREET \ SD EXISTING STORM DRAIN ASSESSORS 209 032-035 000oARCEL NUMBERS i SD PROPOSED STORM DRAIN APN: 0209-054-79 � - '♦ ZONING: MEDIUM ZONING LAND USE ; o j — — — — — — -R/W — - — — — — • R/W w,�,' LAND USE: MEDIUM (FAR 8.0-14.0 DU/AC) ZONING: GENERAL INDUSTRIAL R LAND USE: GENERAL INDUSTRIAL ABBREVIATIONS 'e a ADJACENT LAND USE 1 o a \ \ � '� AC ACRES NORTH: GENERAL INDUSTRIAL m r APN: 0209-054-80 I SOUTH: GENERAL INDUSTRIAL PROP. 44 APN ASSESSORS PARCEL NUMBER EAST: MEDIUM (8-14 DU/AC) , ZONING: MEDIUM Fv I PROJECT SITE r -+ I WEST: GENERAL INDUSTRIAL z z PARCEL 1 I I 4LAND USE. MEDIUM (FAR 8.0-14.0 DU/AC) �.. A � CENTER LINE 1.68 AC I �"" r - ,. UTILITY PURVEYORS o 4 DU DWELLING UNITS x PROPOSED � ' *" WATER: CUCAMONGA VALLEY WATER DISTRICT w m I I BUILDING I 'r �+►`' ` ' t''�' I EX. EXISTING SEWER: CUCAMONGA VALLEY WATER DISTRICT PARCEL 1 �'° "� 6 600 S.F. '" ( I I GAS: SOUTHERN CALIFORNIA GAS COMPANY ' PARCEL MAP 8653 PA EL 2 �` I r ►� a ,�'"` I ' FAR FLOOR AREA RATIO ELECTRIC: SOUTHERN CALIFORNIA EDISON PMB 90 21-22 I PARCEL MAP 8653 I .;� J TELEPHONE. AT&T '�` PROPERTY LINE CABLE: CHARTER CABLE PMB 90/21-22 I -r. '�+► q� SCHOOL: CUCAMONGA SCHOOL DISTRICT c� I r, - _ I PROP. PROPOSED ZONING: GENERAL 0 I EASEMENT NOTES I �' _ FARCEL 1 c I,NDU,STRIAL I I R/W RIGHT-OF-WAY 1. EASEMENT FOR WATER PIPE LINES AND I — - PARCEL MAP 1528 PROP. BIO§TRIA ION BASIN APN: 0209-054-82 INCIDENTAL PURPOSES IN THE DOCUMENT -�-r -' SD STORM DRAIN RECORDED JANUARY 17, 1885 IN BOOK 39 PMB 14/56 WITH UNDERDRAINS ZONING: MEDIUM G AND USE: MEDIUM (FAR 8.0-14.0 DU/AC OF DEEDS, PAGE 484. \° PROP. RISER ° � - 2. EASEMENT FOR PIPE LINES AND INCIDENTAL APN: 0209-032-34 PROP. PURPOSES IN THE DOCUMENT RECORDED 1 ZONING: GENERAL INDUSTRIAL AD PROP. BIORETENTION BASIN - z z WITH UNDERDRAINS STORM I � � .. -• ,� ';�° DECEMBER 02, 1892 IN BOOK 9164, PAGE LAND USE: GENERAL INDUSTRIAL (0.50-0.60 FAR) o PROP. Fj' F DRAIN I �, 11 >I1;. �,y _ 1447 OF OFFICIAL RECORDS. 3. EASEMENT FOR UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT w m RECORDED APRIL 26, 1977 AS BOOK 9164, PAGE 1447 OF OFFICIAL RECORDS. Lj( \ PARCEL 2 Q rr- R 4. EASEMENT SHOWN OR DEDICATED ON PARCEL 3 �-�` _ MAP NO. 8653 RECORDED OCTOBER 04, 1984 y '�: +'; ON FILE IN BOOK 90, PAGE 21 AND 22 OF - ,, �, M . . PARCEL MAPS APN �209-054-78 - - l EXISTIN EX. CATCH .. r PROJECT NOTES BUILDING ZONING: MEDIUM - - �4 THOMAS BROS. COORDINATES: 2009 SAN BASIN LAND USE: MEDIUM (FAR 8.0-14.0 DU/AC) Y. BERNARDINO & RIVERSIDE COUNTIES PAGE \' (TO r / = \ , REMAIN - 1 � � �� � � 602 GRID J-3). F1'_ � EX. CATCH � i 2. FEMA FLOOD MAPPED FLOOD ZONE X AND EX. CATCH BASIN *n +} / ZONE C8630MMUNITY PANEL NO. I J. BASIN - \ — <� EX. CATCH �. h'_ 3. TOPOGRAPHY SOURCE: ADKAN ENGINEERS PARCEL MAP 4511 ;j ; _ ' I I BASIN ; ' TOTAL NUMBER OF PARCELS: 2 APN: 0209-032-26 �, a =. - - l APN: 0209-054-76 "� TOTAL SITE ACREAGE. 2.329f ACRES ZONING: GENERAL INDUSTRIAL PARCEL 2 � '" I I ZONING: MEDIUM / �° 4. TOTAL NUMBER OF BUILDINGS: 2 BUILDINGS LAND USE: GENERAL INDUSTRIAL PARCEL MAP 1528 1. I LAND USE: MEDIUM (FAR 8.0-14.0 DU/AC) ,"t x ,} T �*, , LEGAL DESCRIPTION (0.50-0.60 FAR) PMB 14/56 PARCEL 2 OF PARCEL MAP NO. 8653 AS PER EX. CATCH ` PLAT RECORDED IN BOOK 90 OF PARCEL MAPS, I BASIN --- >!►►`. r �, APN: 0209-032-37 i /— PAGE 21 AND 22, SAN BERNARDINO COUNTY ZONING: GNERAL INDUSTRIAL EX. CATCH o RECORDS. 1� N EX. CATCH {' LAND USE: GENERAL INDUSTRIAL (0.50-0.60 FAR) - BASIN '� BASIN r l' SITE UTILIZATION MAP - PREPARATION DATE Jqk R/W NORTH 12/10/2020 - - - - -1— - - - - - - - _--_ /FERON BO LEVAR� � GRAPHIC SCALE IN FEET / \ PARCEL MAP 2265 �, ; -f- � - ,p APN: 0209-032-36 EX. CATCH - r 1"=60' BAS4 \ ZONING: GNERAL INDUSTRIAL I I ''! "APII IN0209-061_-01 ~� 24" BY 36" �I •/— _ WHEN PRINTED AT FULL SIZE APN: 0209-032-40 LAND USE: GENERAL INDUSTRIAL (0.50-0.60 FAR) ZONING: VERY LOW ' ZONING: GNERAL INDUSTRIAL ' , I SCALE: 1 "-60' W.O. 194121003 - � � CATCH �•�. LAND USE: VERY LOWLAND USE: GENERAL INDUSTRIAL (0.50-0.60 FAR) DATE: 06/2020 SHEET BASIN (FAR 2.0-4.0 DU/AC) DESIGNED: XO Kime >>� orn SITE UTILIZATION MAP CHECKED: SA OF � SHEETS 765 THE CITY DRIVE, SUITE 200, ORANGE, CA 92868 PLN CK REF: PHONE: 714-939-1030 CITY O F RANCHO CUCAMONGA DWG. NO. REVISIONS DATE BY F.B. WWW.KIMLEY-HORN.COM �- EOH • EOH EOH 9TH STREET I O — EXISTING R I I XLU (n EXISTING POWER LULU EXISTING R/W POLE (TYP) J I I � of PROJECT SITE I = 0 LU l Q z z LU = w Q 'r---EXISTING OVERHEAD m I UTILITY (TYP) 0 U Q �n m Vz I of � I I U) X LU NORTH GRAPHIC SCALE IN FEET 0 40 80 160 KimleyoHorn IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO , STATE OF CALIFORNIA TENTAT VE PARCEL MAP NO . 20164 PARCEL 2 OF PARCEL MAP NO . 8653 AS PER PLAT RECORDED IN BOOK 90 OF PARCEL MAPS , PAGE 21 AND 22 , SAN BERNARDINO COUNTY RECORDS ARROW HIGHWAY oV OFESS/Qy,_ 9TH STREET S '7( 1 87H STREET 8TH sTREEr RIAN GILLIS APN: 0209-021 -17 APN: 0209-021 -16 I 1 \ \ / I * RM NO.ME ZONING INDUSTRIAL ZONING: INDUSTRIAL II \ \ / � APN: 0209-041 -01 67HS7RM Q �5 s� �����ZONING: MEDIUM J J � �l Q Q Q 41H STREET� CAL - 1125 — Q o NINTH STREET \ \ V OWNER / I AIRPORT DR AIRPORT DR MR. AND MRS. RICHARD T. MANDEVILLE N89'50'00"W 500 LINDA VISTA AVENUE o c� — — 1125 - � \ / PASADENA, CA 91105 APN: 0209-054-79 N S89'50'00"E 219.47' — F° VICINITY MAP o \ \\I // ZONING: MEDIUM APPLICANT — 1125� � 1 � S.E.1/4 SEC. la T.1S, R.7W CHASE ORBIS EASTEVALE, LLC _ EX. R/W ❑ THOMAS BROS. GUIDE PAGE 602 , GRID J-3 2009 NOEWPORTPORT BEACH, CAR926 OE SUITE 240 S44'08'30"E 27.95' —I / / 1 PH. 949-330-7562 MAP PREPARER / I KIMLEY-HORN AND ASSOCIATES 765 THE CITY DRIVE SOUTH, SUITE 200 ORANGE, CA 92868 \ \ -1122, ` \ \\ j APN: 0209-054-80 BRIAN GILLIS R.C.E. 63021 \ / (714) 786-6275 PARCEL 1 I ZONING: MEDIUM \\ I // /�� I, TOPOGRAPHY 1.68 AC J ADKAN ENGINEERS 6879 AIRPORT DRIVE � J \ \ / / I RIVERSIDE, CA 92504 PROPOSED \ / / I EX' NORTHERLY TOPOGRAPHY PROVIDED ON 08/23/2019 00 ���� BUILDING \ Q\� / I SOUTHERLY R/W o � , , _ _ J i 6,600 S.F. , / I R/W (66') SITE ADDRESS �� VARIES 44.96' 8678 ARCHIBALD AVENUE (29,) (37 ) RANCHO CUCAMONGA, CA 91730 00 N � i w II I (10') (19') (25') (12') ASSESSORS PARCEL NUMBERS PARCEL 1 I M \ \ I I 0209-032-35-0000 co o n r I I 5 PARCEL MAP 8653 z z 0 I EXIST. AC I ZONING/LAND USE PMB 90/21 -22 I PAVEMENT EX. MEANDERING ZONING. GENERAL INDUSTRIAL —1120 /\ I EX. CURB EX. CURB SIDEWALK LAND USE: GENERAL INDUSTRIAL & GUTTER !� PARCEL 2 / & GUTTER - - - - - - - - - - - - - - - '� N �I �� , '' '�f1����-- - - - - - - - - - - - - - \ ADJACENT LAND USE - - - - - - � � T o EX. PARCEL MAP 8653 N I APN: 0209-054-82 �A\%, ,, ��\, — — — o EX. R W o \ ¢� / I NORTH: GENERAL INDUSTRIAL z PMB 90/21 -22 / 0 \ 0 / ZONING: MEDIUM BASE COURSE \-COMPACTED SUB-GRADE SOUTH: GENERAL INDUSTRIAL \ N / I EAST: MEDIUM (8-14 DU/AC) \ / I WEST: GENERAL INDUSTRIAL ZONING: INDUSTRIAL #� . \ / I NINTH STREET 1120 NOT TO SCALE UTILITY PURVEYORS EX. WATER: CUCAMONGA VALLEY WATER DISTRICT z I V \ / WESTERLY EASTERLY SEWER: CUCAMONGA VALLEY WATER DISTRICT GAS: SOUTHERN CALIFORNIA GAS COMPANY J I \ \ / R/W �� R/W ELECTRIC: SOUTHERN CALIFORNIA EDISON - - I PROP. J \ / (VARIES 100 104 ) TELEPHONE: AT&T /- o N89'49'29"W 236.18' Q I (VARIES 55'-59'f) (44.96') CABLE: CHARTER CABLE SCHOOL: CUCAMONGA SCHOOL DISTRICT o 0 o m (VARIES) (VARIES 41.5,—45.5 t) (32 ) (12.96,) 1 EASEMENT NOTES 1. EASEMENT FOR WATER PIPE LINES AND PARCEL 2 (VARIES , / 5' I INCIDENTAL PURPOSES IN THE DOCUMENT - - - - \ PARCEL 1 Lq 0.65 AC 3 O / I 6.5 -7 f) RECORDED JANUARY 17, 1885 IN BOOK 39 0) / I EXIST. AC I OF DEEDS, PAGE 484. PARCEL MAP 1528 - \ PAVEMENT EX. MEANDERING / 2. EASEMENT FOR PIPE LINES AND INCIDENTAL PMB 14/56 w \\ / EX. SIDEWA[K & GUTTER &XGUTTER L=�4EX. CURB SIDEWALK PURPOSES IN THE DOCUMENT RECORDED o = / I - - - - ������JJ��- - - - - - - DECEMBER 02, 1892 IN BOOK 9164, PAGE M/ / _ _ - - - �. 4'\ , 1447 OF OFFICIAL RECORDS. APN: 0209-032-34 0 N \\ \ / / `�� � �'� '�� � - `�� A EASEMENT FOR UNDERGROUND CONDUITS AND o/ o \ APN: 0209-054-78 BASE COURSE INCIDENTAL PURPOSES IN THE DOCUMENT ZONING: INDUSTRIAL z EXISTING z \ \ / / ZONING: MEDIUM COMPACTED SUB-GRADE RECORDED APRIL 26, 1977 AS BOOK 9164, BUILDING \ \ \ I / / I PAGE 1447 OF OFFICIAL RECORDS. EX. (TO REMAIN) \ \\ \ / ARCHIBALD AVENUE z� EASEMENT SHOWN OR DEDICATED ON PARCEL SCALE TO MAP NO. 8653 RECORDED OCTOBER 04, 1984 / 4 / \\ \ / I NOT PON FILE IN ARCEL MAPSBOOK 90, PAGE 21 AND 22 OF N89'50'00"W 235.06' \ \ PARCEL 2 \ \ / / PROJECT NOTES PARCEL MAP 1528 1. THOMAS BROS. COORDINATES: 2009 SAN PMB 14/56 BERNGRIDINO & RIVERSIDE COUNTIES (PAGE Ir \\ \\ \ I/ 1 \ V 2. FEMA FLOOD MAPPED FLOOD ZONE X AND APN: 0209-032-37 \ / ZONE A, COMMUNITY PANEL NO. 06071 C8630J. ZONING: INDUSTRIAL \ \ / 3. TOPOGRAPHY SOURCE: ADKAN ENGINEERS \ \ / TOTAL NUMBER OF PARCELS: 2 - 1115 - I TOTAL SITE ACREAGE: 2.329f ACRES 4. TOTAL NUMBER OF BUILDINGS: 2 BUILDINGS APN: 0209-054-76 LEGAL DESCRIPTION ZONING: MEDIUM PARCEL 2 OF PARCEL MAP NO. 8653 AS PER NORTH PLAT RECORDED IN BOOK 90 OF PARCEL MAPS, PAGE 21 AND 22, SAN BERNARDINO COUNTY RECORDS. GRAPHIC SCALE IN FEET MAP PREPARATION DATE 0 20 40 80 6/5/2020 MAP REVISION DATE I SCALE: 1"=40' W.O. 194121003 DDATE: 020 ESIGNED 6/20X0KimleY ))) Horn TENTATIVE PARCEL MAP 201 64 SHEET 1 CHECKED: SA 765 THE CITY DRIVE, SUITE 200, ORANGE, CA 92868 OF SHEETS PLN CK REF: PHONE: 714-939-1030 CITY 0 F RANCHO CUCAMONGA DWG. NO. REVISIONS DATE BY F.B. WWW.KIMLEY-HORN.COM