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HomeMy WebLinkAbout2020-11-10 DRC Special Meeting Agenda Packet ME,_CITY OF RANCHO CUCAMONGA Design Review Committee SPECIAL MEETING AGENDA November 10, 2020 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: 991 8245 8953 -or- YOU CAN DIAL-IN USING YOUR PHONE UNITED STATES: + 1 (669) 900-6833 Access Code: 991 8245 8953 IMPORTANT NOTICE REGARDING NOVEMBER 10, 2020, DESIGN REVIEW COMMITTEE MEETING As an alternative to participating in the teleconference, you may submit comments in writing to Elizabeth.Thornhill(aD_CityofRC.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: Public comments on Special Meeting Agenda Items only. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of March 17, 2020. C2. Consideration to adopt Regular Meeting Minutes of June 16, 2020. D. Project Review Items D1. DESIGN REVIEW DRC2019-00651 (LOCATED IN THE GENERAL INDUSTRIAL (GI) ZONE AT 12550 ARROW ROUTE) — SGE CONSULTING STRUCTURAL ENGINEERS FOR AIR GAS SPECIALTY GAS FACILITY - A request to demolish an existing office building and construct a new 18,165 square-foot industrial building/production facility with a 3,490 square- foot office and additional site improvements -APN: 0229-031-23. 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. D2. DESIGN REVIEW DRC2019-00985 (LOCATED AT 10006 FOOTHILL BOULEVARD) — TUCKER SCHOEMAN VENTURE FOR KEN'S JAPANESE RESTAURANT - A request to construct a 3,358 square-foot single-story restaurant (Ken's Japanese Restaurant) to replace an existing 2,822 square-foot restaurant building within the Commercial Office (CO) District, APN: 1077-621-26 and -027. 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 Conversation of Small Structures. E. Adjournment The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment time. If items go beyond that time, they shall be heard only with the consent of the Committee. 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, November 5, 2020, at least twenty-four (24) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City's website. 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. Design Review Committee Special Meeting Agenda — November 10, 2020 Page 2 of 2 CITY OF RANCHO CUCAMONGA 0(14h. MARCH 17, 2020 - 7:00 P.M. DESIGN REVIEW COMMITTEE AGENDA MINUTES RAINS ROOM CITY HALL 10500 CIVIC CENTER DRIVE A. CALL TO ORDER 7:00pm Roll Call: Diane Williams _x_ Tony M. Guglielmo _x_ Mike Smith x Alternates: Bryan Dopp Francisco Oaxaca Staff Present: Tabe van der Zwaag, Associate Planner. B. PUBLIC COMMUNICATIONS This is the time and place for the general public to address the Committee on any item listed on the agenda. State law prohibits the Committee from addressing any issue not previously included on the Agenda. The Committee may receive testimony and set the matter for a subsequent meeting. Comments are to be limited to five minutes per individual or less, as deemed necessary by the Staff Coordinator, depending upon the number of individuals members of the audience. This is a professional businessmeeting and courtesy and decorum are expected. Please refrain from any debate between audience and speaker, making loud noises or engaging in any activity which might be disruptive to the decorum of the meeting. Please sign in after speaking. C. CONSENT CALENDAR The following Consent Calendar items are expected to be routine and non-controversial. They will be acted upon by the Committee at one time without discussion. Any item may be removed for discussion. C1. Consideration to adopt Regular Meeting Minutes February 18, 2020. Page 1 of 3 ** Draft ** CITY OF RANCHO CUCAMONCM MARCH 17, 2020 - 7:00 P.M. DESIGN REVIEW COMMITTEE AGENDA MINUTES RAINS ROOM CITY HALL 10500 CIVIC CENTER DRIVE D. PROJECT REVIEW ITEMS The following items will be presented by the applicant and/or their representatives. Each presentation and resulting period of Committee comment is limited to 20 minutes. Following each presentation, the Committee will address major issues and make recommendations with respect to the project proposal. The Design Review Committee acts as an advisory Committee to the Planning Commission. Their recommendations will be forwarded to the Planning Commission as applicable. The following items do not legally require any public testimony, although the Committee may open the meeting for public input. Please sign in after speaking. D1. DESIGN REVIEW DRC2017-00193— GEORGE BOTROS — A request for site plan and architectural review of a proposed 12,350 square foot church and 18,033 square foot social building on a 3.28 acre (143,053 square foot) project site located at the northwest corner of East and Wilson Avenues in the Very Low(VL) Residential District of the Etiwanda Specific; APN: 0225-123-05. Related Record: Conditional Use Permit DRC2017-00194. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15332 — Infill Development. Tabe van der Zwaag, Associate Planner, gave a PowerPoint presentation and oral report. Following the report, staff was asked by the Committee about the large landscaped area located immediately to the north of the project site. Staff stated that it was property owned by the Metropolitan Water District (MWD). The landscaping was going to be installed by the applicant to enhance the area. The Committee also asked about the construction of an uncompleted segment of Wilson Avenue located along the north side of MWD's property. Staff stated that the street will not be constructed until the vacant properties on the opposite (north) side of the future street were developed (which is not pending). The applicant will be required as a condition of approval to pay in-lieu fees to cover their share of the construction of the street. Page 2 of 3 ** Draft ** CITY OF RANCHO CUCAMONGA MARCH 17, 2020 - 7:00 P.M. DESIGN REVIEW COMMITTEE AGENDA MINUTES RAINS ROOM CITY HALL 10500 CIVIC CENTER DRIVE The Committee asked if the "social building"that is part of the project is open to the public. Staff and the applicant indicated that it would only be for private events conducted by the church. DRC recommended approval to the Planning Commission with no significant issues or concerns raised. The Committee took the following action: X Recommend approve to PC/PD. F Recommend approve with revisions to PC/PD. ❑ Direct applicant to revise proposal and return to DRC for follow-up review. Recommend denial to PC/PD. r Other E. ADJOURNMENT 7:15pm The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment time. If items go beyond that time, they shall be heard only with the consent of the Committee. I, Elizabeth Thornhill, Executive Assistant of the City of Rancho Cucamonga, or my designee, hereby certify that a true, accurate copy of the foregoing agenda was posted on March 12, 2020 at least seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, CA. 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. Page 3 of 3 ** Draft ** ow-CITY OF RANCHO CUCAMONGA Design Review Committee Agenda June 16, 2020 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on June 16, 2020. The meeting was called to order by Tony Guglielmo at 7:00pm. Design Review Committee present: Tony Guglielmo, Diane Williams, Mike Smith. Staff Present: Mena Abdul-Ahad, Assistant Planner; Dat Tran, Assistant Planner; Sean McPherson, Sr. Planner. B. Public Communications Tony Guglielmo opened the public communication and hearing no comment, closed public communications. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of March 17, 2020. (Meetings cancelled April 7, April 21, May 5, May 19 and June 2, 2020, due to no items submitted.) Consideration to adopt the Minutes was overlooked and will be brought back for a motion at the next scheduled Design Review Committee meeting. D. Project Review Items D1. DESIGN REVIEW DRC2020-00026— CHASE PARTNERS LTD -A request to construct a 22,870 square foot commercial warehouse shell building on a vacant site of 1.08 acres located within the General Industrial (GI) District, located at the southwest corner of 6t" Street and Hyssop Drive—APN: 0229-284-03. 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. Design Review Committee recommended DRC2020-00026 move forward to Planning Commission. The committee liked the design and color palette of the proposed building. The Committee took the following action: X Recommend approve to PC/PD. D2. DESIGN REVIEW DRC2019-00864 — CARDEN ARBORS VIEW SCHOOL—A request for site plan and architectural review of a proposed 18,500 square foot private school building on a 2.88 acre (125,596 square foot) project site located at the northeast corner of Beryl and 1911 Streets in the Low (L) Residential Zoning District; APNs: 0202-461-62, 0202-461-63, and 0202-461-65. Related Record: Conditional Use Permit DRC2019-00863; Tree Removal Permit DRC2020-00209. This item is exempt from the requirements of the California Environmental Quality Act (CEQA) and the City's CEQA guidelines under CEQA Section 15332 — Infill Development. The Design Review Committee recommended DRC2019-00864 for approval by the Planning Commission. Generally, the DRC was very favorable of the project. One topic of discussion was the roofing material to be used. The project applicant provided the DRC with two alternatives, asphalt shingle (intended to match the existing historic house on-site, and a flat profile concrete tile). After discussion, the DRC recommended use of the asphalt shingle roof material. The Committee took the following action: X Recommend approve to PC/PD. E. Adjournment Motion by Williams, second by Guglielmo, to adjourn the meeting; motion carried unanimously, 3-0 vote. Meeting was adjourned at 8:OOpm. Respectfully submitted, Elizabeth Thornhill Executive Assistant, Planning Department Approved: Design Review Committee Minutes—June 16, 2020 Page 2 of 2 Draft DESIGN REVIEW COMMENTS 7:00 p.m. David F. Eoff IV November 10, 2020 DESIGN REVIEW DRC2019-00651 — SGE CONSULTING STRUCTURAL ENGINEERS FOR AIR GAS SPECIALTY GAS FACILITY - A request to demolish an existing office building and construct a new 18,165 square-foot industrial building/production facility with a 3,490 square-foot office and additional site improvements. The project is located in the General Industrial (GI) zone at 12550 Arrow Route — APN: 0229-031-23. 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 and Background: The overall project site is roughly 19 acres in area with a property depth of 1,270 feet north to south and a width of 660 feet east to west. The project site is currently developed with several small operation buildings, various employee parking areas, and outdoor production and manufacturing equipment that is necessary for the Air Gas operation. A majority of the site is paved with concrete for parking areas and vehicle/truck circulation, and the Air Gas production. The unpaved areas will be improved with landscape and hardscape and graded to accommodate the new production facility. 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 Industrial General Industrial General Industrial (GI) District Shopping Center Regional Related Commercial North (Foothill Marketplace) General Commercial (Foothill Boulevard Overlay District South Industrial Heavy Industrial Heavy Industrial (HI) District Industrial (Metropolitan East Water District (MWD) General Industrial General Industrial (GI) District facility) West Industrial General Industrial General Industrial (GI) District Project Overview: The applicant proposes to demolish an existing single-story 9,133 square-foot office building and replace it with a new 18,165 square-foot industrial/production building that includes a 3,490 square-foot office space. The project will also include new landscape improvements, improvements to the parking lot area to accommodate additional parking stalls, and improvements to circulation throughout the property. The proposed building is located near the south portion of the property. Most of the existing production equipment for the Air Gas operation is located towards the northern area of the site. The building will be setback roughly 72 feet from the face of curb along Arrow Route. The proposed building is designed into two components-the production area for the air gas operation, and the office area for the administrative needs. The proposed building is mostly comprised of DRC COMMENTS DESIGN REVIEW DRC2019-00651 —SGE CONSULTING STRUCTURAL ENGINEERS FOR AIR GAS SPECIALTY GAS FACILITY November 10, 2020 Page 2 production area, occupying roughly 15,000 square-feet of the overall building area, while the remaining office portion is integrated into the overall structure near the southeast portion of the building. The exterior finish of the proposed building will consist primarily of an insulated panel material that will have slight textured finish to replicate stucco or concrete tilt-up construction. The remainder of the building, primarily the office portion, will use integrally colored split face block as the exterior finish. The color palette will include white as the primary color, with tans and a teal incorporated as accents to enhance the visual interest. To help break up the wall plane, the production area will include a large rectangular clerestory windows along the south, east, and west elevations. The office portion will also include a large storefront-like windows along the south and west elevations. The office area is also designed to extend out from the primary building wall plane, to create movement and articulation in the building, to further improve the visual interest in the building along the south and west elevations. The building will have a shed-style roof using standing seam metal roofing. This will result in an overall building height that ranges from roughly 18 feet to 27 feet. To enhance the overall appearance of the building, additional architectural features such as steel canopies will be placed over the office windows, a large steel canopy will be constructed over the loading dock, and a large screen wall be constructed to screen outdoor production equipment. The screen wall will be designed using the same split face block to provide consistency with the rest of the building design. Overall site improvements include the expansion of a new parking lot to accommodate additional parking spaces for employees and to account for the expanded building area. The project requires 73 parking stalls; 75 parking stalls were provided, creating a surplus of 2 stalls. This does not include truck parking. The project includes one loading dock, which will require one parking space specifically for trucks. The project site currently has 13 existing truck stalls, making it compliant with the City's Development Code. The project will also include new circulation routes throughout the property to accommodate fire access and proper truck circulation for the Air Gas operation onto the site and around the proposed building. New landscaping will also be provided in place of the demolished building and throughout the site. The property frontage along Arrow Route will be improved with new parking landscape consisting of trees, shrubs and ground cover, as well as a new sidewalk that meets the City standards within the required average landscape setback of 45 feet. Staff Comments: The following comments are intended to provide an outline for Committee discussion. Major Issues: The following broad design issues will be the focus of Committee discussion regarding the project: None Secondary Issues: Once all the major issues have been addressed, and time permitting, the Committee will discuss the following secondary design issues: 1. Canopy Columns-The project includes the addition of a large canopy along the west elevation DRC COMMENTS DESIGN REVIEW DRC2019-00651 —SGE CONSULTING STRUCTURAL ENGINEERS FOR AIR GAS SPECIALTY GAS FACILITY November 10, 2020 Page 3 to provide cover over the loading dock and adjacent walkways. The design/appearance of the canopy can be improved with wider columns and a wider base that is in better proportion with the overall canopy. 2. Fencing along Arrow Route-The applicant has proposed to retain the existing chain link fence along the property frontage although fencing is not required, the applicant has indicated the fence is necessary for security purpose. Staff understands the need for the fencing for security purposes, however considering the overall site improvements that are being proposed, staff believes enhancing the fence material to wrought iron will add to the overall improvements to the site. Policy Issues: The following items are a matter of Planning Commission policy and should be incorporated into the project design without discussion: 1. All Double Detector Checks(DDC)and Fire Department Connections(FDC)shall be screened behind a 4-foot high block wall. These walls shall be constructed of decorative masonry block such as slumpstone or stackstone or poured in-place concrete with design elements incorporated to match the building. 2. All ground-mounted equipment, including utility boxes, transformers, and back-flow devices, shall be surrounded by a minimum of two rows of shrubs spaced a minimum of 18 inches on center. All ground-mounted equipment shall be painted dark green except as directed otherwise by the Fire Department. 3. Decorative paving shall be provided at each vehicle entrance to the site, behind the public right-of-way. These decoratively paved areas shall extend from the front property line to the building setback line and have a width equal to that of the driveway. Staff Recommendation: Staff recommends that the Committee recommend approval of the proposed project as submitted to the Planning Commission. Design Review Committee Action: Staff Planner: David F. Eoff IV Members Present: Staff Coordinator: Mike Smith 6 6 0 . 0 0_' _ _ _ _ GENERAL NOTES: 000000 0 00 • SEE COVER SHEET GIOOI FOR DRAWING INDEX. ^a • SEE SHEET G1002 FOR DRAWING STANDARDS. I I • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARCHITEGT ANY • DISGREPAQNGIES BEFORE BEGINNING WORK. • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING ARCHITECTS/ PLANNERS CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING IGG/ANSI A111.I CODE. • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NEGESSARY FOR CERTIFICATE OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. V) • CONTRACTOR TO COORDINATE WITH ARGHITECT AND EQUIPMENT SUPPLIERS TO ASSURE THAT UTILITY REQUIREMENTS FOR EAGH PIECE OF EQUIPMENT ARE MET. IkD • FOR THE PURPOSE OF THE DRWGS. 4 SPECS.THE TERM "BY OWNER/BY TENANT" l B.OJ o SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY CONTR.AS PART OF THE WORK co OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM Lb o I PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z < o Z • • • o ''''''''''''''''''''' • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY zn I- c(n SURPLUS CYLINDERS I BRACED AS REQUIRED BY INTERNATIONAL BUILDING CODE. AZ uj o FA Q r I - _ I • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL CID oRTI G ISLAND REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.G. _ -• I WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN o FIRE INTERNATIONAL BUILDING CODE TABLE 8-B,SECT. 804. 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AT ADMI �— I Z 0 U F I GC p � 0z I L BLDG �--J I � - � CW � 2 � FI E 00 D AT W I RA SS �— I CC � s. u- Q J Z o c © I J Q � W I �. 0 26-oII 0 , a --i FIRE �� FIRE I a Lu A C E S I 0 � 0 II N -- ---�1 `\ \\ Ll TRUCK I w Q II v v DOCK I U 0 Lo _ a I I \\ \\ _ V seerNmKmf% I a Lo o \ (n I - Z 0 w 0 I ° CITY APPROVAL 0 SET _ 1 1 Q o B TO BE G q I j I I I DATE: JUNE 10,2020 i I o I I I I j o FIRE E JOB NO.. 3156 N 0 = DEMOLISHED I I I I �, I 0 2020 13 � � , _ - - - w NORTH AccEss 0 .<� FIRE ACCESS SITE PLAN - r 0 --- As 73 SCALE: I" = 60'—O" o ° ARROW ROUTE wo 001 N O m X 6 6 0 . 0 0 GENERAL NOTES: • SEE COVER SHEET GIOOI FOR DRAWING INDEX. • SEE SHEET GI002 FOR DRAWING STANDARDS. I I • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARCHITECT ANY • DISCREPAQNCIES BEFORE BEGINNING WORK. • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING ARCHITECTS/PLANNERS CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING IGG/ANSI Alll.l CODE. • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NECESSARY FOR CERTIFICATE OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. • CONTRACTOR TO COORDINATE WITH ARCHITECT AND EQUIPMENT SUPPLIERS TO ASSURE THAT UTILITY REQUIREMENTS FOR EACH PIECE OF EQUIPMENT ARE MET. �o • FOR THE PURPOSE OF THE DRWGS. $ SPECS.THE TERM "BY OWNER/BY TENANT" (BD) o SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY GONTR. AS PART OF THE WORK OD OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM o I PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z o z o _.� p '''''''''''''''''''''' • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY ZD Z N -TiN SURPLUS CYLINDERS ' I BRACED AS REQUIRED BY INTERNATIONAL BUILDING CODE. Wm r o F- A D 3 • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL UNINHABITABLE I KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL oRTI c Is AoDE NO PARKING Comm _ REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.C. _- o' A S —:3 STALLS REQUIRED :�- • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN PANOPY o I INTERNATIONAL BUILDING CODE TABLE 8-B,SECT. 804. 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II I cn I Z I CITY APPROVAL y IL--- \\ LL REAK I SET BUILDING REA 52 0 o TO BE I I JOB NO.: 3I56 DATE: JUNE 10, 2020 N DEMOLISHED I I I d FIRE LANE I © PGA&W - 2020 ! 3 _ - - �—I— � lI —I— � —I— w NORTH ;; I 0. L�IL— cn 0 1 1 i� v� 0 OVERALL ARCHITECTURAL SITE PLAN L - 0 - - a ° --- -- SCALE: I" = 60'-O" o L ARROW ROUTE -o 100 O ro T<� m X \\\ / - _-_ _-_-_-_ _-_-_-_ -_-_-_ _-_-_- _ _ _ _ _ _ _ - _ _ _-_- _- ---------- _-_-_ _- -_ _-_ _-_-_- _ \� I 1 � � FIRE ® EXISTING SGE FIRE ® o NEW ® FIRE LOOP® EXISTING SGE o ® FIRE LOOP® -- --- ---------------- --------IL I \ �\ EASEMENT - STRIPED ROAD EASEMENT ROAD /� � // ,,--------------�G-G�.r--- --------------- --�G��SS- --- � -- ------ ------------- PAVING ---------------- ------ -- ---------------------- NEW i �5� I '' ROAD TO BE WIDENED �s ROAD TO BE WIDENED STRIPED ISTIN SG E N - - ❑ _- �z®Z��/❑—o❑❑❑�—a o IlI�iIIIiII IIII'I II I iI II I II IiI — �III,IIIIIIIIIIII—IIII II�—\-��o;'I1I1IIiIiII I1IIII,1 II i - - - - - -®—--- ----—®--- —V-O- --- - --'— - - - —�— ❑— ?N — �— I�I t- A —Si\\E ' —M N�0—' T T'. 'CPAVINGREL TED NOTE TNIS WELL E DIFIE \ \ 1i1'�;IIiy�i1I 111I 1I vQm- III1IIIlIIllI1III IIII II II II1 III I 5 11II III 1II 1 III 1 I I I w wz�o - ARCHITECTS RCH ITECTS/ooPLA NNERSGATES FIREVEN GLE „APPP-AP� ui�J ACCESS 5 PARKING STALLSSWING FIPE ESSi l RAVEI GRAVEL GRAVEL NEW FENCE FENCE CONCRETE N UJ ROLLI EXISTING APRON LU z w VENIGLE BUILDING GATE TO REMAIN E�ISTI G SG x o -u � FIRPILOOP FIRE ACCESSi uJ z > �EASEMENT TQ PARKIN R�AD 26'- �E MO IFIEQ 1 CONCRETE CONCRETE = 5 STALLS tw REQUIRED 5APRON APRON EXISTING SITE I I I L I PROVIDED Yo_oL�oo u PARKING LANDINGR0 LNGACCESS LOT, 30 NEW I V GLEPOINT . L,C:nQSTALLS STRIPED ATE ADD 32 PAVING Lu EXIIST�N SSE62 ALL �ASEM� T Tb B� MOdI F I ED `\I G METAL. I 2 VE LE FIRE LOOPco SWING ENGE ROAD GENERAL GATEs ZINDUSTRIAL V� (GI) ZONE TANK FARM L w CONCRETE TRUCK V� a D�2 APRON PARKING� � Iu I5'XGO' ------ Who --------- TRUCK PARKING � �� 15'X60' LLJ O 195'-4" o� LOOP m FIR�t ROAD STB K Lu ❑ TRUCK MEW DOCK (2) TRIPED FIRE LOOP PaV INC, IROAD i I � 1LU26'-0 EXISTIN SCPz w EASEME T TCCONCRETE fL CONCRETE APRON BE MO IFIEDCONCRETE APRON LIJ APRON z LLJIILL I o T� PIGAL EMPLOYEE pI �BREAK AREA LOOP ROAD y Lu O < I ~ RADI I Iz z1 V ao CL CD CD I NE d d1 E� ISTI�G SCF NEW 0 0 Lu Lu Z) 3 x STRIPED I mE SEM�NT Tc STRIPED PAVIN k MOIFIEI PAVING4 ZQFIRE LOOP NEW STRIPED FIRE LOOP ROAD PAVING ROAD Ln BUILDING SETBACK REMOVw MT TRIM TREES gtE TREE EASEMENT EASEMENT EASEMENT ASEMEN Q CD B ❑ N STREETSCAPE STREE�SCAPE LL- STREETSCAPE NEW F GE I rE CITY APPROVAL PROPERTY LINE I NEW D PROPERTY LI - 1 3 a su E DATE: JUN E 10,2020 00 JOB NO.: 3156 PG, W zo2oN o NEW CURB GUTTER ASSUMED ULTIMATE FAGS OF CURB ow NORTH NOTE: FIELD VERIFY LOCATIONS OF TREES LOCATED IN THE ZONE LABELED 01 "NEW STRIPED PAVING". REMOVAL OF TREES REQUIRES A SPECIAL PERMIT.0) ARCHITECTURAL SITE PLAN OL 73 Q SCALE: 1" = 20'-0" ARROW ROUTE _ _ _ — _ — — — 101 110 0 (MAJOR ARTERIAL STREET) m X GENERAL NOTES: • SEE COVER SWEET GI001 FOR DRAWING INDEX. i • SEE SWEET GI002 FOR DRAWING STANDARDS. • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARCHITECT ANY • DISGREPAQNGIES BEFORE BEGINNING WORK. mum • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING ARCHITECTS/PLAN N ERS CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING ICC/ANSI A111.1 CODE. • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NEGE55ARY FOR CERTIFICATE OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. • CONTRACTOR TO COORDINATE WITH ARCHITECT AND EQUIPMENT SUPPLIERS TO ASSURE THAT UTILITY REQUIREMENTS FOR EACH PIECE OF EQUIPMENT ARE MET. • FOR THE PURPOSE OF THE DRWGS. $ SPECS.THE TERM "BY OWNER/BY TENANT" l B.OJ o SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY GONTR.AS PART OF THE WORK OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z O • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY uj BRACED AS REQUIRED BY INTERNATIONAL BUILDING CODE. ' r 1 1 .1 2 3 4 5 6 7 • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL ° KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.G. a 30'-5" 100'-0" II-lg • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN III INTERNATIONAL BUILDING CODE TABLE 8-B,SECT. 804. a 1a/1B APPROVEDCODES: E10 E3 j v 1 IU3 T- -------------- --------t------------------------t----- -----------�I Il I I 1 APPROVED CODES IN RANCHO CUCAMONGA CITY H-- I _ _ — — _ _ _ _ _ _ _ _ _ _ _ I 201q CALIFORNIA ADMINISTRATIVE CODE/TITLE 24 A - - -�- - - - - - ��- - - - - - - A 201q CALIFORNIA BUILDING CODE (GDG) Lu 2 5,5 51 S F ' j ; 201q CALIFORNIA MECHANICAL CODED IPG Gl I 216 7 7 S F I 201q CALIFORNIA ELECTRICAL CODE (GEG) TOTAL (H ) I j - I 201q CALIFORNIA FIRE CODE (GFGI Lu T m 1 201q CALIFORNIA REFERENCED STANDARDS CODE N I I �, 1 201q CALIFORNIA GREEN BUILDING STANDARDS CODE OR CALGreen BUILDING 1 1 2010 ADA STANDARDS AREA I I I 1 Igg1 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS 1 IXIT IX I INCLUDES APPENDICES,AMENDMENTS,SUPPLEMENTS,ERRATA,ANNEXES,DELETIONS, ADDITIONS,AND EXCEPTIONS TO ALL 0 o 2-A j �° - - CODE ANALYSIS - GBG 201q FE I j I - - __j I j j i TYPE II-B CONSTRUCTION Lu z SEPARATED $ NON-SEPARATED USES Q I i j I I >L 88' 1 cn _< _ _ _ j I OCCUPANCIES B TOTALS: 3,4g0 SF + 1521 SF = 5,011 SF v C - - -�- - r — — �—��- - -I�- - - - - - - - - I C B = 3,4g0 SF )ACTUAL AREA) !Z B = 1,521 SF (ACTUAL AREA) NON-SEPARATED USE,TABLE 508.4 v I I j I FI = 14,258 SF (ACTUAL AREA)� Q H2 = 2p3q SF )ACTUAL AREA) SEPARATED USE/2 HOURS,TABLE 508.4 1 INTERIOR OF BUILDING = 483 SF FI TOTALS: j I I UNDER WEST CANOPY = 1556 2p3q SF SF> 2,611 SF i FI = 155q SF (ACTUAL AREA UNDER WEST CANOPY) 15gq SF FI = + 21661 SF (ACTUAL AREA UNDER NORTH GANOPY) +14256 SF 1 I I I I C TOTAL = 25534 SF (TOTAL ACTUAL AREA) 18534 SF AE131 D m - - � - - - - 1 � ALLOWABLE BUILDING AREA I _ __________________�_ ___ B (51) g2p00 50.FT.BASIC ALLOWABLE (GBG TABLE 506.2) j IT I FI (SU 62,000 SQ.FT.BASIC ALLOWABLE (GBG TABLE 506.2) PRIMARY USE 1 I i I i 2-A j H2 (SU 1,000 SQ.FT.BASIC ALLOWABLE (GBG TABLE 506.2) m z 2 -1-�,59 SF (H ) j FE FIRE SPRINKLERS (SI) Q I , ——————————— SINGLE STORY BUILDING FULLY SPRINKLED w - I ...... ......-- ............ - 1 _ _ _ _ --- -�- _ _ _ ' _ _ _ _ _ �- I- ---�- - - - - - MULTIPLE USE RATIO ° ° i I 5011 + 18,534 + 203q = 0.64< I j L I — — ---------1II l ----'�—' ---_—'_—'I =-------- g2,000 62,000 1,000i--�--------- ----+------4----------- --------------- — AREAINCREASE--- 109' IX FE 14 258 -S- (H ) oll-0" ...... FIRE SPRINKLED BUILDING: (51 _ TABLE GBG 506.2,SEE ABOVE) I a 1 NO OTHER INCREASES TAKEN OR REQUIRED Le——— 26-0" °&A� " I 1 IXIT I F OCCUPANT LOAD - I - - - - - ALLOWANCE PER OCCUPANT (GBG TABLE I004.I.2) 1 IIIIII II B- 3,g12 50.FT./ 150 GROSS = 26 OCCUPANTS(BUSINESS AREAS) (F_ IIII I II ' ® I I TRAINING: 556 SF/ 15 NET = 36 OCCUPANTS(SMALL ASSEMBLY,GBG 303.1.2) V) ® _ - 1 / BREAK RM: 541 SF/ 15 NET = 36 OCCUPANTS(SMALL ASSEMBLY,GBG 303.1.2) I I s I FI - 18534 SQ.FT./ 100 GROSS = 186 OCCUPANTS(INDUSTRIAL AREAS)rr O U IIIIII II 1 W2 - 2,03q 50.FT./ 100 GROSS = +21 OCCUPANTS(INDUSTRIAL AREAS) Z Q G - - - - - - - - - - - - - - - —ACCESS TO I TOTAL = 301 OCCUPANTS W Z 1 IIIIII II _ 1 OUTSIDE I EGRESS WIDTH (I005.1) 0 BREAK AREA I I FROM LAB I B- REQ. 100 x .2 = 20.0" REQUIRED, 150"PROVIDED O = 1 IIII - - T I j FI - REQ. 186 x .2 = 31.2" REQUIRED, Iq2"PROVIDED V O c U H2 -REQ. 21 x .2 = 4.2" REQUIRED, 32"PROVIDED ClZ$ v co 0 1 AE301 i I I AE301 i TOTAL REQ. 30l x .2 = 61.4 REQUIRED, 314 PROVIDED Z Z U U V _ _ _— _—_—_—_' _—_ _ _ _ _ _ _ I H EXIT ACCESS TRAVEL DISTANCE - TABLE 1011.2 � � o ) Q I I 1 B OCCUPANCY = MAX 300 FT.<10 FT.ACTUAL C_ '� o I IIIIII II V/ BREAK AREA I FI OCCUPANCY = MAX 250 FT.< IOq FT.ACTUAL 3 p � o ce o i IIII I II OUTSIDE O 69' 1 1 H2 OCCUPANCY = MAX 100 FT.< 6 W 5 FT.ACTUAL L Q Q BREAK AREA _ _ _ _ _ _ NUMBER OF REQUIRED PLUMBING FIXTURES : I BG 2g02.1 Z o FROM OFFICE co W u 1 Y I -� Q J I 2ALL 1 J WATER CLOSETS = (B) -MALE, I PER 25 OCCUPANTS I REQIIIR® j IIIIII II - I FE '° ° I (100/2=50 000 MALE, I PER 50 OCCUPANTS - - - - - - - - - - - I FEMALE, I PER 25 OCCUPANTS I REG111R® "'J ° ° m I K FEMALE, I PER 50 OCCUPANTS Q I — — — , I WATER CLOSETS = (FIA42) -MALE, I PER 100 OCCUPANTS 2 REiQIIIRED W � \ -- ------------- ' _-- ---___—'� -----------------____-- -----------_____i (186+21/2 = 104 000 FEMALE, I PER 100 OCCUPANTS +2REORM > 4 i — -----------�— T— SREG111RED I IA/IB TOTAL WATER CLOSETS: SUBSTITUTE 2 URINALS FOR 2 WATER CLOSET 8 PROVIDED O 0 E E 10 53'- " E30 0 2'-5" ' ' " 12q'-5" OGGUPANGY TYPES LEGEND LAVATORIES (B) I PER 80 OCCUPANTS I PER FIRST 40 OCCUPANTS REI1AINING o LAVATORIES = (FI/H2) - I PER 100 OCCUPANTS CITY APPROVAL U 7 ` B OCCUPANCY TYPE TOTAL LAVATORIES: 5 RK,IIIIRED 4 PROVIDEDSET E DATE: JUNE 10,2020 i DRINKING FOUNTAINS = (B) - I PER 100 OCCUPANTS I REQURED JOB NO.: 3156 N 1 1 .1 2 3 3.1 4 5 6 FI OCCUPANCY TYPE DRINKING FOUNTAINS = (FI/H2) - I PER 400 OCCUPANTS I RmIRED ©PGA&W - 2020 TOTAL DRINKING FOUNTAINS: 2 FMIRED I .3 o '-'-' OVERALL FLOOR & EXILING PLAN NORTH TOTAL NUMBER OF DRINKING FOUNTAINS = ll EA) WIGW/LOW(ADA) o I N 142 OCCUPANCY TYPE SERVICE SINK I REQUIRED I PROVIDED 0 o a SCALE: 1/16" = I'-O° AE 73 � I (nL 0 � o 100 � o � M mx . GENERAL NOTES: q o - - - • SEE COVER SHEET GI001 FOR DRAWING INDEX. "a • SEE SWEET G1002 FOR DRAWING STANDARDS. • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO TWE ARCHITECT ANY - - • DISGREPAQNGIES BEFORE BEGINNING WORK. • ALL WORK AND MATERIALS SHALL COMPLY WITW CURRENT INTERNATIONAL BUILDING ARCHITECTS/ PLANNERS - - CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING IGC/ANSI AII1.1 CODE. • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NECESSARY FOR CERTIFICATE OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. V) • CONTRACTOR TO COORDINATE WITH ARCHITECT AND EQUIPMENT SUPPLIERS TO ASSURE THAT UTILITY REQUIREMENTS FOR EAGH PIECE OF EQUIPMENT ARE MET. • FOR THE PURPOSE OF THE DRWGS. ff SPECS.THE TERM "BY OWNER/BY TENANT" l B.OJ SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY GONTR.AS PART OF THE WORK co OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM I PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z - r • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY 1 1 .1 2 3 4 5 6 7 BRACED AS REQUIRED BY INTERNATIONAL BUILDING GODS. uj • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNLEGE. PLACE A SIGN AT THE MAIN ENREMAIN UNLOCKED DURING BUSINESS HOURS"INAI'" HIGH LETTERSSTATING: "T PER LI OOR SHALL I.B.G. • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN INTERNATIONAL BUILDING CODE TABLE 8-B � ,SECT. 804. a 1'-0" 29'-5" 25'-0" 25'-0" 25'-0" 25'-0" I'-7I L ) fl� fl� z" NORTH 6'-11 10'-0 " 10'-0 12'-9 " '1'-22" K PLAN FLOOR PLAN GENERAL NOTES: 2 - z 3'-4" 3-4 IS-4 � SCALE: 1/64" = I'-0° FOR SHEET AEI01 ONLY. p MAN GOILING DOOR MAN GOILING DOOR IPN'G OOR OPN'G DOOR OPN'G • REFER TO AE501 ff AE502 FOR WINDOW DOOR SCHEDULES,TYPES 4 DETAILS Lu PN' L I�IB w U — — — — — — — — — — — — — — — — — — — q - - - - - - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STORAGE HELIUM HELIU , I COVERED OMPRESSOR URIFIE 133 o o r o g ! KEYED NOTE LEGEND: o W 'FOR SWEET AEI01 ONLY. COMPRESSORS I a a a a I N „ W W W W W < OI - v ° U O I a I X IL O I CL EXX OMPRSO U < B - - - - - - - - =- - -=- - --- - - --- - - --- O - I- - O 34 0- - - O FAGS OF�OUNDATI - - - - - - - - 6 LL PAGE OF FOUNDATIO O 35 O I 0---- 33 -- -o --� HIRE RISER - - - - - - - LL O I O ! 132 - I LINEAR I. I' I DYNAMIC BLENDING - - - I PAINT i I 134 II ! ! DYNAMIC BLEND BOOTH I 32 I 02 m o II i CAL I MANIFOLD 31 i , 3k al 3 D VAC ! g QLu N VAP I Z I DYNAMIC I BAKE II i' Qd i BLEND I I II I J I 18' 13 PANEL I II ' 4 I � I m I I o i STAGING AREA I' I 131 I C - - - - - - - - - - - - - - - - J - —- - - ------------_—_—_ L_- -----_ - - - - - - - - - -V/4E ' } I C i BAKE H2 CORED I FILL FI FILL I II ii STORAGE J i PANEL PA L PANEL i ' i I I !I N2 TANK FARM ? i 137 a i 18 I I I I 3k gal u' III' � I � I x I FILL ILL I I DRYER VAP Q !! i' i ABINE A INE ' I ' I I ' ®a o I I I ¢ I = I I I L„I..L 0 I' H2 GRA ROOM -o I i I ' �I C4 pe Q II Q II I I 13 I I L'---------- ----------------- z MID � oz I - - - 39 - - - - - - - � - - - - 1 - - - � - - - - � - - -� - - 2 ' m O O I I E30 GC I I i PRODUC110N I Q O O �, 0 II I' I I I i NORTH 31 MAINTENANCE I ID= CL V a 0 - - - - - 130 - - - - - - - - - - - - - Z o E O II EXX -� 3 II i i L m07 II ACUGRAV Q o ! ! 30 z Z`'r LL Z o II I I 0 Z w Q 0 i I N- -1 1-------- ACUGMV AREA I ! , Z 3 136 I I 33'-4" m L u 0 ' 2 — — — — — — I I COMP LCOOLIN� O i I I Q 0 QinnK// 0 TRUCK DOCK }- - ------ I I 0 E MATCH i— MATCH MATCHLo E -f■■ I ■�■■�■':■■� ■ ■■A ■� �■■:■■�■■�■ ■■EFF� ■FE- E N u LINE O O LINE I LINE TRUCK DOCK IA/IB i I � E B N S S O R CITY APPROVAL II 138 E30 10 SHIPPING i I su II F o DATE: JUNE 10,2020 Q� JOB NO.: 3156 N � N G PGA&W — 2020 '-'-' NORTH O o � CN L 1 DIMENSIONED FLOOR PLAN - AREA "A" 7 Q SCALE: 1/8" = P-0" U) L 0 101 . o O mx GENERAL NOTES: \\\\ o \\ • SEE COVER SHEET GI001 FOR DRAWING INDEX. "a • SEE SHEET G1002 FOR DRAWING STANDARDS. • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND _ _ _ I I I I I I COMP COMP CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARCHITEGT ANY TE3 I ! ! I COOLIN COOLIN • DISGREPAQNGIES BEFORE BEGINNING WORK. IYXXXXXXXXXXXXXXXXXXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING ARCHITECTS PLANNERS + MATCH ' MATCH ! MATCH CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING IGG/ANSI AII1.1 CODE. ��■ � E • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NEGE55ARY FOR CERTIFICATE I � ! OF OCCUPANCY IFIRE LANE SIGNAGE, DO NOT BLOCK DOOR,ETC. � STRUCK DOCK ! LINE ��I I ! LINE LINE •El_______ CONTRACTOR TO COORDINATE WITH ARGHITECT AND EQUIPMENT SUPPLIERS TO ASSURE TRUCK DOCK ! ! S O R/� E B. N S THAT UTILITY REQUIREMENTS FOR EAGH PIECE OF EQUIPMENT ARE MET. o p Z ' I 138 SHIPPING I 1 • FOR THE PURPOSE OF THE DRWGS. 4 SPECS.THE TERM "BY OWNER/BY TENANT" (B.0) o z � !! 10 SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY CONTR.AS PART OF THE WORK co 124 !! OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM ' PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z o -�-- --------J' I =----------------------- ------------ O O O 2 -22 1 _ • BRACED A�REQLIIRRE1) BY >°ERNATIONEAL BUILDING GODS E TO BE LATERALLY ! z Lu #Qo #QoQo o LLo LLa LLo LLws LLa LLLL _ nn ' N • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL 0 J.L _ !! 11 I I rz¢ tiza �z¢ �z¢ rz¢ Hza Tin Q z �' I <> _> <> a> Q> KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL "' c' !! p I 29 REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.G. a 1'-011 29'-5" \ I I �' • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN � !! LL 1 11 1 I11 12 $HI ING \ MKS FTIR AUTO AUTO - INTERNATIONAL BUILDING CODE TABLE 8-B,SECT. 804. -5 28-0 -�2 OF I GC&HALF RACK &SAMPLE FTIR DESK FTIR =iN SYSTEM #1 #2 ry 1L/ s !! 14-0 3-4 10-5 - 123 I„ o s 1 Q I0'-6" 2 ELECfRICAI a 1 1 41-84 FLOOR PLAN GENERAL NOTES: !! � � 13 'FOR SHEET AEI01 ONLY. o F - - - FACE OF FOUNDATION - - - - JT ------ -- -- - - -- t- - - - - - --- - - - - - -J-- - - - - - - - - - - - - - - - - - - - N • REFER TO AE501 AE502 FOR WINDOW DOOR SCHEDULES,TYPES DETAILS lu I 1 '� i 11 ----- cnly � I I 28 / �flll(Rlflll�lll Ljr =,N STORAGE \ I MEN I PRODUCTION 28 -- Lu 3 IIIIIIIIIIIIIIIIIIII ; - 107 I FD 121 14 i AE401 2.5'X 12' � z IIIIIIIIIIIIIIIIIIII - 8 I I I - 1- F.1 - z W1 I I PACK#1 0 _ LAB z GC GC fGC v LLI F- _p w O HINIHNEII NI OFFICE 29-q . LAB m I SAMPLE I11111111111111111111 ' I I I PRODUCTION PACK x GC AREA < 3 IIIIIIIIIIIIIIIIIIII i 108 8'-5 #1 Y'� w x II-II 5-4 2 ,,, ,,, ALCOVE 1 Y o`° o- O Wllllllllll x, I 119 I N 125 0 GC GC GC U 1 � I I LAB x w cv Z \,v U x v I I PACK v z 2.5'X 12' < U � I I I STD S a m I "' 1 ! I FD 9'�54" 15 j 35'-9411 J -- o WOMEN 1 LAB I I I I PACK I �flll�flfll ; ; LAB #2 OFFICE 120 I PACK#2 lY N I m I I SAMPLE z O z� W 3 IIIIIIIIIIIIIII'lllll ! 109 O N i Z I ' u� GC GC RGAS ACK GC GC 25 O l KEYED NOTE LEGEND: O z OZ IIIIIIIIIIIIIIIIIIII ., I T G - - - - WI I II - - - - - OFFICE I - I —- - -—- - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 IIIIIIIIIIIIIIIIIIII OFFlCE I- - L FOR SHEET AEI01 ONLY. 2l � 26 OFFICE G IIIIIIIIIIIIIIIIIIII ! 110 106 I �F� I I I I o 127 I I w WllIIllllII1Vl _ II'-II" 5'-4" 8'-102" I N /10'-24" -II" I - o -- I - - - I I - 1 30'-5211 1 11'-]111 - II I WOMEN'S MEWS I o L 117 ® 118 I II 33'-5" a rm xjj — o IIII II III IIII I /� OVE I 6'-8211 0 III II II I IIII i I I I I Ln I I I g SIM. I 16 16 1l 3Y411 I I II o Q z\ I I I I IIIII VESTIBU \ \ ENTRANCE 5 I I I :ESS I BLE RO 0 1 h1V - z I 101 102 ------------ ------- zIII I IIII I I HALL — r — — — 1- E30 I I l'-54" I - 8'-102" = I 111 IS - E30 III II II I IIII I--_ 111111111 IIII ----------- L" u 1 29'-111 41_ II �N L OFFlCE 3 = 19 000 I I -1N m N Zo 0 Ln a> 103- - - - - \1 < - +�- L - 1 OFFICE I - - - - - - ----- - - - --- I - - - - - - - - - - - - - - !Kw - r '-0" 115 \ _ Q� 111111flllfll I � A TRANSIER---FEW PRODUCTION TnnTmw El 105 FD 112 13 —20— SOUTH AR/N2/HE � IIIIIIIIIIIIIIIIIIII El C)z O IIIIIIIII T 0 WI I o O ,1 I I I I AE401 ' ' BREAK AREA 3�p IIIIIIIIIIIIIIIIIIII ; \ ;; --- 1 1 I IIIIIIIIIIIIIIIIIIII I I ` ; A 1 - Q IlIDU111 I z - O o -- o � CONFERENCE i REAK i i I AIR/02 000 0 104 j c� 114 o I I nninnrll l I I I \ 00 J IIIIIIIIIIIIIII'Illll ! I I I 1 0 23 O 3 z II II II IIII II IIIIIyI ; I I I Q Q - o - - W3AI III ; - - - - - - - I - - - - I - - - - \ - - - - - - - - - - - U FAGS OF FOU ON O r- 3� IIIIIIIIIIIIIIIIIIII ! mo I I i � � p m O O 24 "? z0 "? � � IIIIIIIIIIIIIIIIIIII ______ _____________ _____________ - K - - -�- - - - - -- '------ - - - - - - - - - - - - - - - - K 0 FADE OF FOUND I ON z -- --- -- l` ------ - T --- ------ 1 FACE OF OUN AT I ON z I�I W3B WI I I W2 I I� I I l O L L- 0 0 0 u u 0- 0 I OI I II O I I I� O U N 1 w O Q Ju I E30 I I LPL I I I (1/ 3 Q �I II I I I g q q q q q `►1 � I I I I I I � � ° Q QI 1 II I I I �_ I I I I I I _� Z Z p III L LI�I � WINDOW WINDOW 3-6 q-0 WINDOW _ -J_ 1- L O Q � ' OPENING OPENING 211 OPENING MAN MAN 8-8 8-0 l-4 12-8 1-4 q-4 OOR COILING DOOR DOOR Ilk PN' OPN'G PN' I I _ 1'-5" 53'-411 4" 31-4" 22'-011 10'-0" 3'-411 3'-411 32'-411 - - EA' A L u 0 1 11 II 1 1 II II 1 II 1 Q 30-12 25-0 25-0 25-0 25-0 Q Q N -� N U O 1 1 .1 2 3 3.1 4 5 6 �- -� CITY APPROVAL su O U E � _—_— DATE: JUNE 10,2020 00 - JOB NO.: 3156 N p II I I I I N ° NORTH I 3 G PGA&W — 2020 o '-'-' 0 111 In Q L �1!��!I�?�!�PI�LOOUPIMN - AREA "B" KEY PLAN NORTH Q SCALE: 1/64" = 1'-O° Fzb I (nL O — 0 a) o m X GENERAL NOTES: • SEE COVER SHEET GI001 FOR DRAWING INDEX. "a • SEE SHEET G1002 FOR DRAWING STANDARDS. 1 1 .1 2 3 4 5 6 • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARGHITEGT ANY • DISGREPAQNGIES BEFORE BEGINNING WORK. • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING ARCHITECTS/ PLANNERS ' 1 CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING IGG/ANSI AII1.1 CODE. 4 NIGH SAVE • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NEGE55ARY FOR CERTIFICATE ' OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. 41-3" 6'-0" ELEV: 126-8 � 1111 11 12 ------------------------------------ - • CONTRACTOR TO COORDINATE WITH ARGHITECT AND EQUIPMENT SUPPLIERS TO ASSURE I __ THAT UTILITY REQUIREMENTS FOR EAGH PIECE OF EQUIPMENT ARE MET. OIL T.O.MASONRY k, LOW EAVE � 4 1q --3 kD -- ---- ----------- ----------------------------- ------------------- - ELEV: 122'-5" • FOR THE PURPOSE OF THE DRWGS. 4 SPECS.THE TERM BY OWNER/BY TENANT l B.OJ O 5 ELEV: 122'-0" SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY CONTR.AS PART OF THE WORK -f 23 OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM Iq r I/2 12 W6 W5 2 W5 Wl PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z T.O.MASONRY - • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY Lu - - BRACED AS REQUIRED BY INTERNATIONAL BUILDING GODS. ELEV: 100'-0" 8 • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL >-10 3 3 KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL I � I REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.G. _ Q q • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN 6-0`TYP. 6'-0" 4'-3" INTERNATIONAL BUILDING CODE TABLE 8-B,SECT. 804. a I >Y I (Y KEYED NOTE LEGEND: o 16 'FOR SHEETS AE201 4 AE202 ONLY. 0 Lu o TTTF N FINISH FLOOR LI= ❑❑ ❑ FINISH FLOOR Ci STANDING SEAM METAL PANEL ROOF I I I IN, ELEV: 100'-0" ELEV: 100'-0" 15 18 13 15 O2 FIXED ALUMINUM CLERESTORY WINDOWS W/ CLEAR ANODIZED FINSIH Q ---J < 3" THICK K I NGSPAN GRAN I TSTONE SERIES INSULATED METAL ' SOUTH NXTIR I OR ILIVAT I ON ARNA A PANEL WALL SYSTEM ° SCALE: 1/8' = 1'-0" ON 21 41 61 16 ® PREFINISHED METAL FASCIA m N 12" PREFINISHED METAL SOFFIT PANELS >y © 6" THICK KINGSPAN MF SERIES 2-14OUR FIRE RATED Z INSULATED METAL WALL PANEL SYSTEM PREFINISHED METAL WALL COPING ® INTEGRALLY COLORED SPLITFACE CMU WALLon Q ® PREFINISHED METAL SUNSHADE A B C D E 10 STEEL ENTRANCE CANOPY, PAINT 11 ALUMINUM STOREFRONT W/ CLEAR ANODIZED FINISH OIL SAVE VARIES Iq 3 4 ELEV:VARIES BETWEEN 122-5"TO 1265-4' 12 ALUMINUM STOREFRONT ENTRANCE DOOR W/ CLEAR 1 4 ANODIZED FINISH, f°o Iq 1/2 12 Iq 5 1s PREFINISHED METAL OVERHEAD SECTIONAL DOOR <5 OL CANOPY EAVE ELEV: Q 1K 3 14 STEEL JAMB $ HEAD PAINTED 4 3 V 15 HOLLOW METAL DOOR, PAINT Lu 21 21 Q Z 16 HOLLOW METAL DOOR FRAME, PAINT I I 1� PREFINISHED ALUMINUM BUILDING EXPANSION JOINT COVER OL FINISH FLOOR ASSEMBLY W/ INTERNAL WEATHER BARRIER ELEV: 100'-0" 13 1s 8" CONCRETE FILLED STEEL BOLLARDS, PAINT TRUCK DOCK 1q CONTINUOUS PREFINISHED METAL RAINGUTTER rm oils WEST EXTERIOR ELIVATION - ARIA B Z ly SCALE: I/8" = I'-0' 0" 2' 4' 8' 16' �o PREFINISHED METAL DOWNSPOUTS 0 U - 21 PEMB STEEL COLUMN, PAINT Q z 36" TALL X 24" DIA. CONCRETE COLUMN BASE j . . J pC Q Lu 2s PEMB Z GIRT CANOPY STRUCTURE U uy � o ® PEMB STEEL BEAM, PAINT Z E ce o U 25 GALV. STEEL GUARDRAIL W a) Q E F F.1 G H ) K 2 0V © TRUCK DOCK BEYOND m ' Q Iq 4 3 2l INTEGRALLY COLORED HONED CMU ACCENT BANDS JEWELS QAVE VARIES m W Z E EV: VARIES BETWEEN 122'-5" TO 126'-8" O o 4 L U I I I I O Q 1q l O 2 7�E -I Q T.O.MASONRY Z 0 23 ELEV: 116'-0" N 0 3 21 q 16 o I CITY APPROVAL 3 SETo II I II U L o DATE: JUNE 10,2020 0 2 ❑❑ Ell0 ❑❑ Ll 6 N JOB NO.: 315 o ©PGA&W - 2020 FINISH FLOOR 3 o W 15 12 13 IS I I ELEV: 100'-0" N 0 o ° GK TRUCK DOCK AE WESTXTR I ORL ri 1�.4�10 N - .4R ri.4 ro SCALE: I/8" = I'-O" ON 2' 4' 81 16' i — 0 201 � o m X GENERAL NOTES: 7 6 5 4 3 2 1 .1 1 • SEE COVER SWEET GI001 FOR DRAWING INDEX. r • SEE SWEET G1002 FOR DRAWING STANDARDS. • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARCHITECT ANY , • DISGREPAQNGIES BEFORE BEGINNING WORK. 3 HIGH EAVE 4 • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING ARCHITECTS/ PLAN N ERS II) CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING ICC/ANSI AIIl.1 CODE. ----- ------------------------------------------------- ------------ ELEV: 126'-8" 12 1/2 • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NECESSARY FOR CERTIFICATE 1 ------------ ------------ --------- ________ ______ � � 1q 1 � LOW EAVE OF OCCUPANCY )FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. � 5 ------------- ------------- T.O.MASONRY TO ORDINATE NT 311)ELEV: 122'-0" I9 5 1q • CONTRACTOR YREQUIOREMENTS OR1 EACH P ARCHITECT CF AND QUIEPMENTEARESIUPF'LIERS TO ASSURE ELEV: 122-5 12 1/2 CANOPY EAVE • FOR THE PURPOSE OF THE DRWGS. $ SPECS.THE TERM "BY OWNER/BY TENANT" (B.0) o SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY CONTR.AS PART OF THE WORK ELEV: OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE GONTRAGT. z O 3 3 T • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY BRACED AS REQUIRED BY INTERNATIONAL BUILDING CODE.I W r 10 • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL 8 KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL � � , I 1 21 q REMAIN UNLOCKED DURING BUSINESS WOURS" IN I" WIGW LETTERS PER IB.G. • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN Y 3 6 0 I 8 0 TYP 16 16 6'-0" 41- 8 5 INTERNATIONAL BUILDING CODE TABLE 8-B,SECT. 804. Q I 3FINISH FLOOR FINISH FLOOR *FOR SHEETS AE201 $ AE202. o 11) N ELEV: 100'-0" ; ; ELEV: 100'-01, u -U STANDING SEAR METAL PANEL ROOF -- O2 FIXED ALUMINUM CLERESTORY WINDOWS W/ CLEAR ANODIZED FINSINLu Q U o" 2' 4' 8' I6' 3" TIC I CK K I NGSPAN GRAN I TSTONE SERIES INSULATED METAL PANEL WALL SYSTEM ® PREFINISPED METAL FASCIA m N 12" PREFINISPED METAL SOFFIT PANELS to © GII THICK KINGSPAN MF SERIES 2-DOUR FIRE RATED Z INSULATED METAL WALL PANEL SYSTEM K H G F E PREFINISPED METAL WALL COPING Lu ® INTEGRALLY COLORED SPLITFACE CHU WALL , 4 1 CLa ® EAVE VARIES PREFINISPED METAL SUNSHADE ELEV: 122'-5" TO 126-8" , 10 STEEL ENTRANCE CANOPY, PAINT 5 2 5 T.O.cMu ELEV: 120-0 11 ALUMINUM STOREFRONT W/ CLEAR ANODIZED FINISH t w5 w5 w5 12 ALUMINUM STOREFRONT ENTRANCE DOOR W/ CLEAR 21 min8 ANODIZED FINISP q mo 8-0 II TYP. V 13 PREFINISPED METAL OVERHEAD SECTIONAL DOOR W 3-9 3 0 0� Q Z 14 STEEL JAMB $ DEAD PAINTED 2-f 15 POLLOW METAL DOOR, PAINT 16 � 16 16 POLLOW METAL DOOR FRAME, PAINT FINISH FLOOR WE H FINISH FLOOR 1l PREFINISPED ALUMINUM BUILDING EXPANSION JOINT COVER I ELEV: 100-0° ELEV: 100'-0° ASSEMBLY W/ INTERNAL WEATHER BARRIER I I I 15 I I 18 8" CONCRETE FILLED STEEL BOLLARDS, PAINT `'AA* *I A A A 1q CONTINUOUS PREFINISNED METAL RAINGUTTER V) ,m- 2,� ���� �L���1 I 1OIV - Iw1R�1�1 !�1 O�� 2� 4� 8� 16� Z � sc = v8 - 1-0 PREFINISPED METAL DOWNSPOUTS O Q _ U 21 PEMB STEEL COLUMN, PAINT Q z © 36" TALL X 24" DIA. CONCRETE COLUMN BASE J T- W U 23 PEMB Z GIRT CANOPY STRUCTURE pe � (�4 ° O u a ® PEMB STEEL BEAM, PAINT 02 Z (�7 o U U W � o � E D C B A 25 GALV. STEEL GUARDRAIL © TRUCK DOCK BEYOND Hcli �m L o 4 W W Q N * EAVE VARIES 2l INTEGRALLY COLORED HONED GHU ACCENT BANDS JEWELS Z o w n ELEV: 122-5" TO 126'-8" Q oil ° T.O.GNU 2 5 5 1 IY ELEV: 120'-0" QW5 W5 W5 12 1/2 1q EAVE OIL L o v ELEV: 116-1 1/2" rO 4 1-1 V) 1 I O c: wpm 24 U , 6-0"TYP. 3 21 21 N o Q o - z CITY APPROVAL U � � 3 ET16 E 2 DATE: JUNE 10,2020 i JOB NO.: 3156 N FINISH FLOOR + FINISH FLOOR L ©PGA&W - 2020 i .3 ELEV: 100'-0" I\I ELEV: 100-0" O o I 73 N m � 0 O L Q EAST EXTERIOR ELEVATION - AREA 15 N, SCALE. 1/8' = I'-0" O" 2' 4' 8' 16' i - o 202 To � M mx GENERAL NOTES: 1 • SEE COVER SHEET GI001 FOR DRAWING INDEX.1 .1 Z 4 G 6 • SEE SHEET G1002 FOR DRAWING STANDARDS. E31 I AE31I - • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND G I CONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARGHITEGT ANY ___ • DISGREPAQNGIES BEFORE BEGINNING WORK. I I 3-3 4 • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING OIL MIDPOINT = 124-1 I 1 I ARCHITECTS/ PLANNERS CODE,AND ALL OTHER APPLICABLE CODES, INCLUDING IGG/ANSI Alll.l CODE. 1q ----L--- I I I/2" 12 I 1 o NIGH EAVE BEARING I • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NEGE55ARY FOR CERTIFICATE ELEV: 126-8 A E312" I 3 OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. I/2 — , AE311 AE311 I I I 5 I � LOW EAVE BEARING I I I 2 8 HONED • CONTRACTOR TO COORDINATE WITH ARGHITECT AND EQUIPMENT SUPPLIERS TO ASSURE I I 4 I I THAT UTILITY REQUIREMENTS FOR EAGH PIECE OF EQUIPMENT ARE MET. ELEV: 122'-5" I I 8 21 4 I j j 4 I • FOR THE PURPOSE OF THE DRWGS. 4 SPECS.THE TERM "BY OWNER/BY TENANT" l B.OJ o ___ Ly __ 2 5 1 I I I SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY CONTR.AS PART OF THE WORK V) i I 1 I 1 1 OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM TOP OF GNU WALL j I 3 1 I 4 I PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. zo I u ELEV: 116-O" HONEDI 8 1 121/2" 1 I 21 • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY I I 31 1 I I 8 SPLIT-FACE r- BRACED AS REQUIRED BY INTERNATIONAL BUILDING CODE. SPLIT-FAGE1 8 I 36 I I I • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL 1 29 I 2q 121 1 KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL 1 I i 1 REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.G. a 10 I ����y�� I --------�1 I ; 1 I j I • WALL AND CEILING MATERIALS NOT TO EXCEED FLAME SPREAD CLASSIFICATION IN I 1 O O i O o 33 PRODUCTION 1 PRODUCTION INTERNATIONAL BUILDING CODE TABLE 8-13,SECT. 804. a II VESTIBULE II ENTRANCE _ HALL (BEYOND) 1 I SOUTH 1 101 102 111 125 j 126 1 KEYED NOTE LEGEND: O# � 112 j 12 3 I 34 34 32 IF L1 3 I 'FOR SHEETS AE301 4 AE302 ONLY. o FINISH FLOOR j 1 1 j 1 j FINISH FLOOR ELEV: 100-0" 1 r. . ELEV: 100-0° 1 STANDING SEAM METAL PANEL ROOF 1 35 1� I IL 1 1 35 Q2 FIXED ALUMINUM CLERESTORY WINDOWS W/ CLEAR ANODIZED > FINISH Q Lu U IY 3" KINGSPAN GRANITSTONE SERIES INSULATED METAL PANEL BUILDING SECTION 16' $' 4' 0 WALL SYSTEM 1 SCALE: I/s" = 1'-O" SCALE: I/S" = 1'-m" ® PREFINISHED METAL FASCIA m N 12" PREFINISHED METAL SOFFIT PANELSLu G G" KINGSPAN MF SERIES 2-HOUR FIRE RATED INSULATED z METAL WALL PANEL SYSTEM 2 4 G p 6 PREFINISHED METAL WALL COPING Lu E31 E31 -- ® INTEGRALLY COLORED SPLIT-FACE OR HONED CMU WALL, TYPE NOTED a OIL MIDPOINT = 124-1 I I - 1 1q i i „ 12" i I ® PREFINISHED METAL SUNSHADE ___ ' --- 1 I 1/2 — HIGH EAVE BEARING 3-3 I I/2" 1211 1 I _3 ELEV: 126-8 1 5 I 10 STEEL ENTRANCE CANOPY, PAINT LOW EAVE BEARING I 1 I 1 2 ELEV: 122-5° 11 ALUMINUM STOREFRONT W/ CLEAR ANODIZED FINISH 1/2" 1211 O 5 1 i 4 4 i I i 12 ALUMINUM STOREFRONT ENTRANCE DOOR W/ CLEAR 6 I i I I ANODIZED FINISH m o I =O r= 23 i ^, UL11528,1529,OR 1531-2 HOURS i 31 i I 13 Lu PREFINISHED METAL OVERHEAD SECTIONAL DOORcN Q ' Q Z i j i 21 i 21 14 STEEL JAMB $ HEAD PAINTED I I = 13 1 I PRODUCTION 13 1 ' OVGEDI S i N o I 0 1 15 HOLLOW METAL DOOR, PAINT - RAGE i i 1 H2 GRAV ROOM IS i � �, NORTH 18 MAINTENANCE i � TANK FARM 137 �I i 135 Z I i 129 13o I i 2 16 HOLLOW METAL DOOR FRAME, PAINT 32 3 1 FINISH FLOOR - � - n PREFINISHED ALUMINUM BUILDING EXPANSION JOINT COVER � 1 I :.. ... ... I ELEV: 100-0„ I\35- 1 35 35 35 ASSEMBLY W/ INTERNAL WEATHER BARRIER \ \ 1s 8" CONCRETE FILLED STEEL BOLLARDS, PAINT r ' 1q CONTINUOUS PREFINISHED METAL RAINGUTTER Q 2A BUILDING SECTION I6' V 4' 0 ® PREFINISHED METAL DOWNSPOUTS Q SCALE: 1/8" = 1'-0" Z SCALE: 1/8" = 1'-0" 21 PEMB STEEL COLUMN, PAINT 36" TALL X 24" DIA. CONCRETE COLUMN BASE Z U O 23 PEMB Z GIRT CANOPY STRUCTURE ~ V a 0 1 05 Z o U 24 PEMB STEEL BEAM, PAINT V p G7 U z 25 GALV. STEEL GUARDRAIL BEYOND Z m 3 ' © TRUCK DOCK Q LLJI 1 1 2l TRANSLUCENT SKYLIGHT ASSEMBLY Q o m w i LOW SAVE BEARING BEYOND DOCK s SINGLE-PLY MEMBRANE ROOF OVER POLY I SOCYANURATE ° 0 ELEV: 122-5 i---- , --- EAVE o 1/2" 12 1/2„ 1 INSULATION Q „ I 2q STEEL JOISTS, SEE STRUCTURAL DWG's � ELEV: Ill-II I/2 I Q 1 23 : _ SUSPENDED T-GRID i LAY-IN PANEL CEILING a) (D 1 I 0 �, o I 1 4 V G-JOIST HORIZONTAL ASSEMBLY, SEE WALL SECTIONS o N 1 I 31� � APPROVAL 1 TRUCK _ G" CONCRETE FLOOR SLAB OVER GRANULAR BASECITY L 61-oll DOCK ' SET 25 I I 0 m 1 138 33 METAL STUD WALL, SEE WALL TYPES PLAN oo ®® ® 1 ' DATE: JUKE 10,2020 in 0 � DOOR $ FRAME AS SCHEDULED JOB NO.: 315 ------ ------------------------- ----- ------ ----------------------------------------------------- ---- -- ------------------ N o 3 . . .. .. . .. .... ELEV. 100-0 j 3-0 PE 2"/F 0 W : : _ 6 12" 35 CONCRETE FOUNDATION SYSTEM 35 i © METAL STUD WALL SKYLIGHT SHAFT Q 100-0 73 BEYOND 1 I ' 16 `---� 8' 4' 0 0 2B BUILDING SECTION1 a) o SCALE: I/s" = I'-o" N, SCALE: 1/5" = 1'-0" mx K J H G F E GENERAL NOTES: A • SEE COVER SHEET GI001 FOR DRAWING INDEX. • SEE SHEET G1002 FOR DRAWING STANDARDS. • DO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I I GONDITIONS BEFORE BEGINNING WORK AND SHALL REPORT TO THE ARGHITEGT ANY • DISGREPAQNGIES BEFORE BEGINNING WORK. I o �• • ALL WORK AND MATERIALS SHALL COMPLY WITH CURRENT INTERNATIONAL BUILDING / EAVE VARIES I GOD E,AND ALL OTHER APPLIGABLE CODES, INCLUDING IGG/ANSI AII1.1 GO E. ARCHITECTS PLANNERS ELEV: 122-5" TO 126-8" 1 3 1 • CONTRACTOR TO PROVIDE ALL CITY REQUIRED SIGNAGE NEGE55ARY FOR CERTIFICATE I I 5 OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR",ETC. V) 'D 12 I • CONTRACTOR TO COORDINATE WITH ARGHITECT AND EQUIPMENT SUPPLIERS TO ASSURE 1 21 THAT UTILITY REQUIREMENTS FOR EAGH PIECE OF EQUIPMENT ARE MET. TOP OF GMU WALL 1 I I I I • FOR THE PURPOSE OF THE DRWGS. 4 SPECS.THE TERM "BY OWNER/BY TENANT" l B.OJ o I I SHALL MEAN ITEM PROVIDED BY OWNER, INSTALLED BY GONTR.AS PART OF THE WORK ELEV: 116-O" HONED' 8 I i OF THIS CONTRACT: THE ABBREV.N.I.G.(NOT IN CONTRACT) SHALL MEAN ITEM I I 31 31 31 V PROVIDED AND INSTALLED BY OWNER/TENANT UNDER SEPARATE CONTRACT. z0 SPLIT-FAGE1 8 1 LLJ • ALL INTERIOR PARTITIONS NOT TO UNDERSIDE OF DECK ARE TO BE LATERALLY 1 Q Z BRACED AS REQUIRED BY INTERNATIONAL BUILDING GODS. uj 9 y J • ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. PLACE A SIGN AT THE MAIN ENTRANCE STATING: "THIS DOOR SHALL HONEDi 8 I O O 33 33 °SHIPPING o 33 REMAIN UNLOCKED DURING BUSINESS HOURS" IN I" HIGH LETTERS PER I.B.G. _- 1 BREAK HALL ' HALL ALCO IE WOMEN'S ' WOMEN MEN = OFRCE SHIPPING 1 I I 1 • WALL AND EXCEED A SPREAD CLASSIFICATION IN o � 11 11 � 20 121 123 124 INTERNATIONAL CODE ABLE 8-BSTS4 114 1 a FINISH FLOOR 12 1 3 3 34 3 KEYED NOTE LEGEND: ELEV: 100-0° 1 'FOR SHEETS AE301 4 AE302 ONLY. 0 O N 1�35-- --- --_� 35 77� �i STANDING SEAM METAL PANEL ROOF c� u ui O2 FIXED ALUMINUM CLERESTORY WINDOWS W/ CLEAR ANODIZED w FINISH Q u, O IY 3" KINGSPAN GRANITSTONE SERIES INSULATED METAL PANEL 1A BUILDING SECTION 0 4' $' 16' WALL SYSTEM scALE: v8° = 1'-0" ® PREF I N I SHED METAL FASCIA SCALE: 1/8" = 1'-0" m N 12" PREFINISHED METAL SOFFIT PANELS E D C B A © G" KINGSPAN MF SERIES 2-HOUR FIRE RATED INSULATED z E3 METAL WALL PANEL SYSTEM _j E31 PREFINISHED METAL WALL COPING Lu I1 ® INTEGRALLY COLORED SPLIT-FACE OR HONED CMU WALL, I 4 G TYPE NOTED a o E31 I EAVE VARIES OL 1 3 ____ ' ___ ELEV: 122'-5" To 126'-B" ® PREF I N 1 SHED METAL SUNSHADE 1 1 11 25 1 I1 o STEEL ENTRANCE CANOPY, PAINT12 1 1 1/2 I 19 EAVE 1 1 I ELEV: 116-11/2" 11 ALUMINUM STOREFRONT W/ CLEAR ANODIZED FINISH = 1 I i V 31 1 1 3 23 1 i 12 ALUMINUM STOREFRONT ENTRANCE DOOR W/ CLEAR I- Lu 1 I 4 1 i ANODIZED FINISH m 0 z I I I = 3N Lu PREFINISHED METAL OVERHEAD SECTIONAL DOOR Q 1 1 r � I cO 33 33 PRODUCTION 1 14 COVERED ACUGRAVAREA H2 GRAV ROOM DYNAMIC BLENDING NORTH 1 STORAGE 1 I I4 STEEL JAMB $ HEAD PAINTED D*1 13S 134 129 1 1 18 133 I I 1 I I 15 HOLLOW METAL DOOR, PAINT I I 3 32 1 1 1 I FINISH FLOOR OIL I ELEv: 100-0° 16 HOLLOW METAL DOOR FRAME, PAINT I I 35 1�— 1 35 ---�--- ---r-- n PREFINISHED ALUMINUM BUILDING EXPANSION JOINT COVER ASSEMBLY W/ INTERNAL WEATHER BARRIER 1s 8" CONCRETE FILLED STEEL BOLLARDS, PAINT m 1q CONTINUOUS PREFINISHED METAL RAINGUTTER 1 B BUILDING SECTION 4' 8' 16 ® FREE I N I SHED METAL DOWNSPOUTS scaLE: 1/6" = 1'-0" 21 PEMB STEEL COLUMN, PAINT z cn . . 36" TALL X 24" DIA. 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ARC III If ( IS / I'IANNFRS DESIGN REVIEW COMMENTS 7:00 p.m. Vince Acuna November 10, 2020 DESIGN REVIEW DRC2019-00985 — TUCKER SCHOEMAN VENTURE FOR KEN'S JAPANESE RESTAURANT - A request to construct a 3,358 square-foot single-story restaurant (Ken's Japanese Restaurant) to replace an existing 2,822 square-foot restaurant building within the Commercial Office (CO) District, Foothill Boulevard Overlay District, located at 10006 Foothill Boulevard — APN: 1077-621-26 and -27. 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 Characteristics and Background: The 28,805 square-foot project site is comprised of two parcels and is currently developed with an existing 2,822 square-foot single-story restaurant (Ken's Japanese Restaurant) and its parking lot. The rectangular project site has dimensions of about 288 feet north to south and 100 feet east to west. The site is level with a very slight gradient of 1,205 to 1,202 feet from north to south. There are no trees or vegetation on-site, as the area is completely paved for the above-noted parking lot. 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 Restaurant (Ken's General Commercial Commercial Office (CO) District* Japanese Restaurant) North Single-Family Low Residential Low (L) Residential District Residences South Vacant Medium Residential Low Medium (LM) Residential District East Bar (Mustang Sally's) General Commercial Commercial Office (CO) District* West Shopping Center General Commercial Community Commercial (CC) pp g District* *within the Foothill Boulevard Overlay District Project Overview: The applicant proposes to demolish the existing restaurant and construct a new single-story, 3,358 square-foot replacement. As part of the project, the existing parking lot will be reconstructed to comply with the current requirements for parking lots as described in the Development Code. The existing restaurant will remain in operation while the new restaurant building is being constructed. The applicant has provided a phasing plan to show how the site will be managed during the construction and demolition period. The first phase involves the construction of the new restaurant building. The second phase involves the demolition of the existing restaurant and the reconstruction of the parking area. It is estimated by the applicant that the first and second phases will take about 10 and 3 months to complete, respectively. All restaurant operations will DRC COMMENTS DESIGN REVIEW DRC2019-00985 —TUCKER SCHOEMAN VENTURE FOR KEN'S JAPANESE RESTAURANT November 10, 2020 Page 2 cease during the second phase, as staff transitions to the new restaurant building. The Building & Safety and Fire Departments have reviewed the phasing plan. They have deemed it to be in compliance with the applicable Building and Fire Codes which includes, for example, adequate Fire Department access during the construction and demolition period. The proposed restaurant will feature a modern architectural style, containing angular metal siding along the building's east elevation, a smooth white plaster finish, and an all-glass fagade along the south elevation, facing Foothill Boulevard. The glass fagade separates the restaurant's main indoor dining area, measuring 825 square feet and an outdoor dining area measuring 233 square feet. It is anticipated that the restaurant will have the capacity to serve 65 patrons between the outdoor and indoor dining areas at one time. An entry garden is proposed in front of the building south fagade, flanking the sidewalk leading up to the building entrance. The entry garden features a composite wood bridge, crushed stone, decorative boulders and enhanced landscaping. Five-foot wide landscape strips are proposed along the project site's eastern and western boundaries, while a 10-foot wide landscape planter with trees planted 25 feet on-center will be installed along the project site's northern boundary, adjacent to single-family residential homes. The landscape buffer along the northerly portion of the site complies with the Development Code's requirement of a 10-foot wide landscape buffer between commercial and residential uses. Based on 2,697 square feet of dining area and food preparation area, and 608 square feet of office, the proposed restaurant will require a total of 42 parking spaces. The project will provide a total of 44 parking spaces, resulting in 2 surplus parking stalls. Staff Comments: The following comments are intended to provide an outline for Committee discussion. Major Issues: The following broad design issues will be the focus of Committee discussion regarding the 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: 1. All Double Detector Checks(DDC)and Fire Department Connections(FDC)shall be screened behind a 4-foot high block wall. These walls shall be constructed of decorative masonry block such as slumpstone or stackstone or poured in-place concrete with design elements incorporated to match the building. DRC COMMENTS DESIGN REVIEW DRC2019-00985 —TUCKER SCHOEMAN VENTURE FOR KEN'S JAPANESE RESTAURANT November 10, 2020 Page 3 2. All ground-mounted equipment, including utility boxes, transformers, and back-flow devices, shall be surrounded by a minimum of two rows of shrubs spaced a minimum of 18 inches on center. All ground-mounted equipment shall be painted dark green except as directed otherwise by the Fire Department. 3. Decorative paving shall be provided at each vehicle entrance to the site, behind the public right-of-way. These decoratively paved areas shall extend from the front property line to the building setback line and have a width equal to that of the driveway. Staff Recommendation: Staff recommends that the Committee recommend approval of the proposed project as submitted to the Planning Commission. Design Review Committee Action: Staff Planner: Vincent Acuna Members Present: Staff Coordinator: Mike Smith Sheetlndex Al Sire Ran,Sections,Pr jest Information A2 Floor Ran,Roof Plan,Failing Plan A3 Earn Elevations AI Signage In[ormaVa. 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I tnh�vv4rP<I✓A WM1v 1 � `� _ IPwN xmw I rmo:.v.P.a.du.annm �swnlBxu� 14 W wwa.nn .uvluwl umwwro.lmre .Pd"n t xarE:T�PHASE 1RN�uxorex DMINGiM5 PIN5E LL LQ /ram Wv IL ` - � PHASE 2 CONSTRUCTION W n 3 MONTHS Vm< rl 0 coLu ~oo - I_.-- A- F REVISIONS -. PHASE 2 NmE:THE RFHTPIIPPNlll1LLCLODED r � � DDRINGIXIS PNOSE r __\ CONSTRUCTION PHASING A5 9/30/2020 Responses to the September 30 Correction Letter y; k 91711 As you approach the restaurant From the southeast 4 , From the southwe U.1 I ' x W CO iij . • 00 00 e� At night Patio View _ F5 6MMrYA1..BAll ji Gsamxa0�11� (P�9]98M.B510 msw6r;em MOrmauM.� ..egr.erm.� 11 1 •+ �`,!+ Close view of the "plate kill ! �+ . `'�♦ ,1+'.,� •. , ,, i S� a�R�.�r. Each^pates aoProz ', ".:. � � �. ��► � �i e_\ 72"square ':� Each"plate wJl nave � a different cm to represent Ofeent Appmx. l2"square II tlishes ' " Stainless Steel with Q amilled tinlsh with an 1 a 11 ` . ^Y _ r e cn ►p� � �w� i .^�'r' � . R `.� �''�!"• P Y clear coat i U) !1 � W LLI CO Ui a Z u v we R •' d„ z Z 80 Art Screen for Ken's Restaurant by Jim Mitchell Y � Stainless steel"plate" A functional piece of art that screens diners from Represents sushi ne till traffic and defines the dining patio. Implements of eating The form represents sushi plates with different Stainless steel frame, offerings as well as tea cups and chopsticks. pointed grey This piece should cost in excess of$5,000.00 Example of the "plate" A7 9/30/2020 Responses to the September 30 Correction Letter CITY OF RANCHO CUCAMONGA SITE UTILIZATION MAP g KEN'S JAPANESE RESTAURANT LEGAL DESCRIPTION REAL PROPERTY IN THE GTY OF RANCHO WCAMCI COUNTY OF SAN BERNARDINO.STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: Stafford 11 Stafford St / ` SI8flord SI THE WEST,O0 FEET OF THAT PORTION OF THE EAST ONE- ♦♦ HAI-F OF THE SOUTHEAST j OF THE SOUTHWEST} OF = SECTION 2, TOWNSHIP 1 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN , ACCORDING TO MAP OF 3 / --NI N CUCAMONGA LANDS AS PER PUT RECORDED IN BOOK 4 c I ♦ OF MAPS. PACE 9,RECORDS OF SAIO COUNTY. LYING O SOUTHERLY OF A LINE DRAWN 288 FEET NOfRIHERLY OF D / ` d THE NORTHERLY LWE OF FOOTHILL BOULEVARD, AS NOW m , ro m ♦ D ESTABLISHED ACROSS SAID PROPERTY. 0 3 ♦ ry EXCEPTING THEREFROM ANY PORTION LYING WITHIN THE s FOOTHILL BOULEVARD AS NOW ESTABLISHED ACROSS SNO O y PROPERTY, 3 D � D P � � ♦ APN: I077-62t-26-0-000 AND,OJJ-fi21-2J-0-000 Rancho Villas Apartments `a m SRE ADDRESS / Enacia St Eatada St Earecla St \ 10006 FOOTHILL BLVD., 9 RANCHO CUCAMONGA, CA 91730 ESlaci2 Cl °' / N \ UTILRY PURVEYORS: SOUTHERN CALIFORNIA EwSON CO. IRIS 1 \ SOUTHERN CALIFORNIA GAS CO. Ramona Liquor Red Tomatoes T. WATER&A%ALL Rancho Farmers Market CUCANOSH VALI£Y WATER w6iftICT 1ANCH ASHfORD SIREEr, Cucamonga Village Church of Cali v TI (9 cuGAMONGa a 9n3o-zz99 ThrihY .f s ,a Go TEL (909) 9eT-z691 © � � Xtreme Auto Sound ` 23t"'s FilLtsR1 S © GROSS I NET AREA: SITE CCTTI GROSS AREA: 33,805 Sr. 028 ACRE O.0 A! r a DISTURBED AREA: W Historic Rte 66 W Foothill Blvd Foothill Blvd u W Histo c Rte 66 — 2e.954 sr, Daz ACRE _ Footh Blvd - W Foothill Blvd W Historic Rte 66 - Foothill Blvd A 77-621 R'S PARCEL NUMBER ' mn EDSOR'6PARCEL &NUMBER -ZJ-O-aOo © z_1 < = 1 O OWNER: $ Shoreham _ 1° urrz, INC Jack's BC CAFE MIFIVeO \ A / Q Ck 2738 PEPPERDALE DRW fiery D O Jacks OU ANp LEOGfITS, CA91T48 p \ ZHANG D / 626-873-0213smoprot I, a axe v ENGINEER: W&W W. F DESIGN LL CO , SUING, INC II W. FOOTHILL BLVD., SURE }i \ o A ry UPUWD. CA 91786 CONTACT: WINSTON ILL. PE Foothill ENd$ © gee ` ; y (909) 808-01101,8 / ZONE ♦ D CC, COMMUNITY COMMERCML ♦ L R FOOTHILL a VD OVERLAY ZONING DISTRICT SUBAREA 3. PARKWAY m / BASIS OF BEARINGS: ♦ O ♦ THE BEARINGS SHOWN HEREON PRE BASED ON THE ♦ ".-":hvC$, CENTERLINE OF F00THILL BLVD, HAVING A DEMING OF F- NORTH 8736'14'FAST,AS SHOWN ON TRACT NO, z ` / 9153. M 8.130/22-24 4 0 c Stratford EARTHWORK♦\ / n C'1 a < 4 < CUT......_..430 CY F- ¢ Z x Ru...........200 CY W U 'g IXPORi........... 230 CY Q SPECML NOTE: W O_, H THE R E OR AND BONDING PURPOSES ONLY. Go P HEREON Z Q THE CONTRACTOR SHALL VERILY QUANTITIES W coO IN PRIOR TO START OF GRADING Z , ¢�¢ J w = Q O U W N NOTE: y OU 0 Z F IF PUBLIC IMPROVEMENTS SHALL BE INSTA D PER u SHEET INDEX APPROVED PUBLIC IMPRO E ENT PIMS. � Z o Z H-W c £ GRAPHIC SCALE 0E G= SHEET NUMBER r Y TITLE SHEET 1 g CONCEPYJL GRADING & DRAINAGE PLAIN 2 �$R �.� PRELIMINARY WATER IXlAt1N MANAGEMENT PLAN 3 Y CUT/FILL MAP 4 I� E� E VIER M. b snFn Muuem. 9/30/2020 °F 4 aNT,a Responses to the September 30 CorreGtion Letter CITY OF RANCHO CUCAMONGA CONCEPTUAL GRADING & DRAINAGE PLAN S Ll I KEN'S JAPAN RESTAURANT ,IF I ___ rat ,9' I e ____ rn•n H I...I ___ =ft _______ _ __ ___ __ �_ _ _ nmaa b.P ____ y Lu" A .rI nil -�r . �/ oea, A C C Q � — — -- — -- _ ' r _}11- a ote' �— "I ;4-., ' - - nr�7'a: Bt A ..�-� Ps•--�� d� �aJa os• .4. ry / :-...- o' oo S. ,c• aTo t 1 ♦--'•xtlsmij - « .r..n 17 4 i -c A ao A PRO�rp�S1EryD WATER Y IBA' �'^ 215 ni 1B. _. 9NP 1. c =. ,,.,• .r=•F BUILDING2" :t a _ ar "A' b F=1 205 37 a soo' PAD=1204.7 c C c ' � PRDPeGED WGOD�1 w •� Y � � � nm . B.vx 1' t - mn I. PER t uTX stilt rs � s a« - - 1 Im (� ARCH CNRPL PIAKS �• }P % 0]eBri]L 5 9J 1C b'T WR yl A yl C'rII 65 OS t 0 .r92. 1 J 1 AY'f5� f BS R D111 CA J_ I �I L ` [� S,.W a- Z � � CA CA CA I � H TING PoWER° T \ A a w 1 rs 1 O wlc PROM'?-I1 aF II I O I I�PUtPaI Y �% ' (jJ 1 + 7 \ Y v .Wrs n e n e° I r lr, J7 ��r-III 9J.N Gx.lo 'N_t � XJs' R� 1- c P 1 .\ 5 -� 5 C '�w.IS Pi U].]J IS O PJ 96 : G.YB m w] TL w75 O. x ., e O '8 a F -0 ® vbtl a i'. s•tl �I I - ._ts...- -��P.<".'.v"'r.': =� '::1.``�T' ' -.�.Rsm�.�'7 ..::%Alva � : .. .}-*�.. -i' :-' :xs _ d`: Y>dY..,i' <'�-.a6.c':EEW p'.E �' ''d• a ` _ '<, 4 Ii LF N00'71.25^N.d'299.048' �.. 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I.M l.p I.OF M of iP FF- Gx1GE _M PIIG£ BPRm�i Y'°' 1 PI.TO MVA U 29 g poSl,xG NALL sm I.wIoW _ +a1\ ERME PFOP55m 8• P.PoPoSm B' PflWPaID ' 40EMAL[ AVA PflO.B CGNd C y_PCVf1EN \ d�Sm B'fEEP SWO CUfl9 CIXICGVFGVIIER CUXB �OPSCOP CUflB \ tl1iER OV.W]( iNEA V. PRWJsmm9• `PRF Sm SYBIEY Mirux w CI I,V ISSVE SECTION A-A cucwE w i oz ls _M ow.Yw, 14II.1'-l0' SECTION&B SECTION CL a.Yuv me rPau vBR11GL r-s' Iwu r-Iv' v YFAIKAL Y-Y xor¢1•-Itl PPOImI BO:1513 2G vERnru t•-s' sxEn xuueEB: Y 2 € 9/30/2020 °f 4 6xEER µL lwV Responses to the September 30 Correction Letter CITY OF RANCHO CUCAMONGA PRELIMINARY WATER QUALITY MANAGEMENT PLAN KEN'S JAPAN RESTAURANT a 1 Y(v 6 ai t'7 o t ( a.4 T. _ --- --- -- TNN. ( — — f PROPOSED _ - J / r wP PgDPoscD WATER ---(' BUILDING" ,!o 1 - DW1�TY BMP - F.F=1,205.37 W a .< E e m PAD=1,204.7 I H gebDscD wPr<•. I ; nlaA sxi -"• , .- J e. [D rECNN0. P l n' J I i CATC rA cn - ! 29,043 O 7PROIL- Rr 1 •' .�I w . Q Ir NFU .`'. . xENYJ 4W C", 5 • 5 L q C r. I i .. pt1W.a of II EXISTING COODDION: PROPOSED DITON: WOMP BMP LATITUDINAL I LDNGITUOINAL III NIP1 RIM AREA 33.MS SF(.311 I RE)- IDO.GOS MPERNWS AREA 26,65a SF(0.62 ACRD-NAF I(34.10 TION TRENCH TER-- AFEA D Sf(0 AcBRmm -OL FERAJUS NiFA 6,(O A(O.i!KWE)-20.OS (36.I D6B)). -11].5Bfi836) Tarty: n.e�si(Dsa ACRD rorN:sl.aos s(D.Te ACRE) Q DISTURBEDAREA: 6. 28.954 W. 0.67 ALRE W ZZW $ FORM tit BMP INSPECTION AND MAINTENANCE WOMP BMP ASAUILT CERTIFICATE Q z F IA!'YN-Al]'WR 'II WatS HEREBY CERMFYRA THAT TIE NGLEMIENT WATER W Ma a .x ,D` gyp RESPONSIBLE INSPECTIONITE / IW REWIRED CE RESPONSIBLE BEEN CONSTRUCTED RAN BEST MANA(.FMENT PRACTICE ARE RI HAW CIO cUxe a turirn I� su ARWNP w PARTY(S) OLTMtIES REWIRED PARTY(S) TO BEST OF M UNDER ED SUPS OF THE DAM ARE FUNCTIONAL Q —I.0[ Rlv vwv GMPMIC SCALE 1pFyRp>/WeRpYKE rt5 IS6Ey ppt TD THE ffiST OF MY KNOWLEDGE AS OF 1HE DP1E BELOW rr' aPRl1)CRS M1FR VS� BEMOANS uu,RCE Q� (] 6xrcFxL1'.wmY TUT 0.N1[IY MxON! PRINT NMIE 4GNANRE DATE GDWgI MAR VNNSGVE 0614H CpTIM16 m dYF PFA wwtx T OVxNf1 " b s NCA MORE", F,WcOON BY ONEMNL TUr M`V` W/S ASOMMENNO W W 9 6 �LPF6p5E0 1vm[,i Won, E OWNER RAM x N1 Y BY MONEMBOWN.R1 Re"'i Mi Q W m y ,'1J ewnvrz avl mur.AND Aur�sr 2 m a RAu GTE n�iivTm wx Tw c Or LEGEND 3 Z s� Q PR0.ECr BOUNDARY d PfNATE y0.E AIDES AW PAVIMIC.ACAS Q p V i r A'Ole lip AN,m BE.Ox A xamx[eNsa ROW ENE PRIVATE i:1CRRNE T 91/L@+6 PILx Im. qqE PFp MOxlll PRDPOSED HATCHED En LL Y y ` xpaN Np m nFpSE a pcFssri. RBNNIIN b Nam'.. Y. • P�e"I QMfAPROPERry ul/VCAY Bw1xP..YWTWCE T LANDSf.APE AREA J Z g U w W _ 8 µW ���777 µRAS IC o tv,!RL E LLSIm'N rxE PROPOSED INFILTRATION R'W Zq �� \\ /11 4 Wm mEK REAwmv+S�aFrc. — TRENCN EMIR iRll N1E /I' i' Irlpl PRNATE 1W�Y�K NA .Nl . u r!BAN rn.TPnrmx CDNTRDL w TPrsx/RETws wrvax r c Launox AEDd ®PROPOSED 3.1 AOIE g g sy wrz a o.a!w/x<) uwsn Ne uos Ne uPvrm. S} '1 grREEr CITY PERM _ WWEEFWG WORDS wcuN sm weuC scans NNI. 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