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Home My WebLink About2022-02-15 Agenda Packet CITY OF RANCHO CUCAMONGA NIX. FEBRUARY 15, 2022- 7:00 P.M. DESIGN REVIEW COMMITTEE AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 MEETINGS ARE HELD IN-PERSON CITY HALL RAINS CONFERENCE ROOM A. Call to Order B. Public Communications This is the time and place for the general public to address the Committee on any item listed or not listed on the agenda. The Committee may not discuss any issue not included on the agenda but set the matter for a subsequent meeting. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of December 14, 2021. (No meetings January 4th, 18'h or February 11', 2022) D. Project Review Items D1. LOCATED AT THE NORTHEAST CORNER OF ROCHESTER AVENUE AND ARROW ROUTE — CORE 5 INDUSTRIAL PARTNERS - A request to construct a 49,745 square-foot industrial/warehouse building on a vacant 2.43-acre parcel within the Neo Industrial (NI) District. APN: 0229-021-97. Pursuant to the California Environmental Quality Act (CEQA), the project is exempt under CEQA Section 15332 — In-Fill Development Projects (Design Review DRC2021-00320). D2. LOCATED AT THE NORTHWEST CORNER OF HILLSIDE ROAD AND RAM COURT - HILLSIDE DESIGN REVIEW DRC2020-00073 — MO+RE DESIGN SOLUTIONS — A request to construct a 4,210 square foot single-family residence with an attached 958 square foot 3-car garage and 932 square foot subterranean storage room on a vacant property totaling 25,100 square feet within the Very Low (VL) Residential District, the Hillside Overlay District and Equestrian Overlay District at 5462 Ram Court — APN: 1061-381-17. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures. E. Adjournment The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment time. If items go beyond that time, they shall be heard only with the consent of the Committee. 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, February 10, 2022, 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. 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 Meeting Agenda — February 15, 2022 Page 2 of 2 WCITY OF ■ . ■ * ■ Design Review Committee Meeting Rains Conference Room AGENDA December 14, 2021 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on December 14, 2021. The meeting was called to order by Mike Smith, Staff Coordinator, at 7:00 p.m. Design Review Committee members present: Diane Williams, Bryan Dopp (Absent - Francisco Oaxaca) Staff Present: Tabe van der Zwaag, Associate Planner B. Public Communications Staff Coordinator opened the public communication and, after noting there were no public comments, closed public communications. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of September 14t"and November 30, 2021 Motion carried 2-0 vote to adopt the minutes as presented. D. Project Review Items D1. LOCATED ON THE NORTH SIDE OF LARAMIE DRIVE WEST OF BERYL STREET - HILLSIDE DESIGN REVIEW DRC2021-00139—STEENO DESIGN —A request to construct a 5,163 square foot single-family residence with an attached 1,763 square foot 3-car garage on a vacant property totaling 22,651 square feet within the Very Low (VL) Residential District, the Hillside Overlay District and Equestrian Overlay District at 8938 Laramie Drive — APN: 1061-801-28. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures The Committee took the following action: X Recommend approval to PC/PD. 2-0 Vote Staff presented the project to the Design Review Committee. The Design Review Committee voted unanimously to recommend approval of the project to the Planning Director. D2. LOCATED ON THE WEST SIDE OF MORGAN PLACE - HILLSIDE DESIGN REVIEW DRC2021-001 57—BRUNO MANCINELLI—A request to construct a 5,089 square foot single- family residence with an attached 4-car garage on a vacant property of 22,957 square feet within the Very Low (VL) Residential District and the Hillside Overlay District located at 5042 Morgan Place—APN: 1074-541-15. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures The Committee took the following action: XI Recommend approval to PC/PD. 2-0 Vote Staff presented the project to the Design Review Committee. The Design Review Committee voted unanimously to recommend approval of the project to the Planning Director. E. Adjournment Meeting was adjourned at 7:35 p.m. Respectfully submitted, Elizabeth Thornhill Executive Assistant, Planning Department Approved: Design Review Committee Regular Meeting Minutes — December 14, 2021 Page 2of2 Draft DESIGN REVIEW COMMENTS February 15, 2022 7:00 p.m. Vincent Acuna, Associate Planner LOCATED AT THE NORTHEAST CORNER OF ROCHESTER AVENUE AND ARROW ROUTE — CORE 5 INDUSTRIAL PARTNERS - A request to construct a 49,745 square-foot industrial/warehouse building on a vacant 2.43-acre parcel within the Neo Industrial (NI) District. APN: 0229-021-97. Pursuant to the California Environmental Quality Act (CEQA), the project is exempt under CEQA Section 15332 — In-Fill Development Projects (Design Review DRC2021- 00320). Site Characteristics and Background: The project site is a vacant parcel with an area of 105,770 square feet (2.43 acres). The square-shaped project site has dimensions of about 375 feet by 375 feet. The site is generally level with a gradient from north to south. The elevation of the site is about 1,164 feet and 1,158 feet along the north and south property lines respectively, which results in an elevation change of about 8 feet. There are no trees on the site and vegetation/ground cover is very limited. 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 Neo Industrial Employment Neo Industrial NI District North Industrial Building City Corridor High Neo Industrial NI District South Industrial Building Neo Industrial Employment Neo Industrial NI District East Self-Storage Facility City Corridor High Neo Industrial NI District West Vacant Neo Industrial Employment Neo Industrial NI District Project Overview: The applicant proposes to construct an industrial/warehouse building totaling 49,745 square feet, built to specifications for a distribution/fulfillment business. Included in the total building square footage is an approximately 3,000 square foot, 2-story office, located on the southeasterly corner of the building adjacent to the main parking lot. The building's main parking area and loading docks are located on the east side (rear) of the building away from public view. This area is secured by an 8-foot-high wrought iron fence running along the interior north and east property lines of the site and accessed from a gated driveway from Arrow Route. In addition to the loading area and main parking area, there is also a smaller parking lot toward the northwesterly corner of the site, accessed via a driveway from Rochester Avenue. The building, based on the anticipated warehousing/distribution use and office, is required to have 44 passenger vehicle parking stalls. The project provides 44 stalls, meeting the parking requirement. As there are five dock doors, a matching number of trailer parking stalls are also provided. The plans show a truck queuing area for one truck on the southeasterly corner of the site, as required by the Development Code. Landscaping is generally distributed along the street frontages towards the west and south of the project site, and within the building's parking areas. Landscape coverage is 24.1%, greatly exceeding the landscape coverage of 10% required by the Development Code. All trees proposed along the public right-of-way are at least 24-inch box in size or larger, and all trees planted within DRC COMMENTS DR DRC2021-00320 — CORE 5 INDUSTRIAL PARTNERS February 15, 2022 Page 2 the subject property are at least 15 gallons in size, in compliance with the newly updated industrial standards. The project will be conditioned to incorporate landscape lighting to enhance the site's nighttime aesthetics, as required by the Development Code. The proposed building will be of concrete tilt-up construction painted with a palette of two colors. The building will have form-lined concrete panels at various locations. As the uses expected within the building are to be logistics oriented, there is limited articulation of the wall planes in order to maximize the efficiency of the interior space. However, this limited articulation does not result in an overwhelming building mass, as vertical columns of sandblasted concrete break up the building fagade. Additionally, the application of glass panels along the building's street frontages along Rochester Avenue and Arrow Route gives the structure the appearance of an office building. Additionally, a small tower element proposed at the southwest corner of the project site provides further architectural interest and visually anchors the street corner. The project, as discussed above, has been designed to meet the standards and guidelines of the Development Code, including the updated standards related to industrial development through the adopted Ordinance 982. Additionally, the development of the industrial building meets the intent of the General Plan, which provides for a Neo-Industrial land use designation. The Neo- Industrial land use is intended to provide for light industrial uses that result in low environmental impacts. The proposed project meets this intent with 49,745 square-foot warehouse designed for a light distribution/fulfilment operation. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning) of the proposed project and recommend the selected action below to the Planning Director/ Planning Commission: x❑Recommend Approval of the design of the project as proposed by the applicant. ❑Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission. ❑Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission. El Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Vincent Acuna, Associate Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner DRC COMMENTS DR DRC2021-00320 — CORE 5 INDUSTRIAL PARTNERS February 15, 2022 Page 3 Exhibit A— Project Plans j PROPERTY OWNER b j I CITY OF RANCHO CUCAMONGA b EXISTING BUILDING I S G o 376'-1" ADDRESS OF THE PROPERTY IPA Q Cl) P PROPERTY LINE w TBD QQ ! 1 / 8 O z TYP. 5 9'=4 `� 22' o� 14 01 OMOWMA3 h inc. a c I Ip , I O _ I ASSESSOR'S PAR EL N MBER � C U 18831 bardeen avenue, - ste. #100 0229-021 -97 irvine, ca 92612 - - - - - - - - - - - - J _ _ _ _ _ tel: 949.863.1770 j fax: 949.863.0851 O email: hpa@hparchs.com li o j LEGAL DESCRIPTION I j THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY c.i OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE "' OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: O PARCEL 1 AS SHOWN ON CERTIFICATE OF COMPLIANCE NO. 698 50' TYP AS EVIDENCE BY DOCUMENT RECORDED AUGUST 1 , 2014 AS INSTRUMENT NO. 2014-0279161 OF OFFICIAL RECORDS, BEING ° MORE PARTICULARLY DESCRIBED AS FOLLOWS: a z THE WEST 350.05 FEET OF LOT 105 OF MAP OF ROCHESTER, a J IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO ❑ - - - - - - - - - - STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 9 OF MAPS, PAGE 20, RECORDS OF SAID COUNTY. i ! O V� ', ° ' N 19' � TOGETHER WITH THE EAST 60 FEET OF ORANGE AVENUE ADJONING i O 36 48 I I � J II SAID LOT ON THE WEST, VACATED AND ABANDONED BY ORDER BOARD OW -_- OF SUPERVISORS OF SAN BERNARDINO COUNTY, A CERTIFIED COPY „ 9 a OF WHICH WAS RECORDED DECEMBER 18, 1936, IN BOOK 1177, ■ Z 206'-8 W a ° 7 8 P. 1 PAGE 320 OF OFFICIAL RECORDS. I J Y _----_- EXCEPTING THEREFROM THAT PORTION OF PROPERTY CONVEYED TO 66'-8" N 0' 70' (� 60' 87'-8" THE COUNTY OF SAN BERNARDINO BY DEED RECORDED SEPTEMBER Owner. a_ 0 V 28, 1925 IN BOOK 17, PAGE 414 OF OFFICIAL RECORDS. I I LO 1010 cv cv TYP. N ZONING CORE5 I U 14' 46' 4 I I cli - ° JNDUSTRIAL PARTNERS GENERAL INDUSTRIAL (GI) I 00 17 ° < I o I TYP. a I x I I j ° < APPLICANT TYR TYP. P. EPD SOLUTIONS INC. N ° 50' 9 9 2 PARK PLAZA SUITE 1 120 300 Spectrum Center Drive Suite 880 � ! ° IRVINE, CA 92614 a Irvine CA 92618 21' 67'-4" 18'-9' 0 951-639-7689 ! a MICHAEL BROWN n APPLICANT'S REPRESENTATIVE ATTN Jon Kell ! � 0 I ; Y TYP. � HPA, INC. D13 18831 BARDEEN AVE SUITE 100 IRVINE CA 92612 _ _ _ _ _ � o � TEL: 949-862-2116 ■ O ! ATTN: STEEE HONG 1 Proj ect. I I TYP. r� J I , PROJECT DATA �6h 19, a� 24 0o 19' I; n SITE AREA II Al N ® 08 / In s.f. 105,770 s.f. Arrow QJIn acres 2.428 ac UC jBUILDING AREA Rochester II I L _ _ _ _ _ _ _ _ _ Office 1st Floor 2,000s.f. ,TYP. Office 2nd Floor 1,000 s.f. 8 Warehouse 2nd Floor 1,500 s.f. _ _ _ _ _ Warehouse 45,245 s.f. D > ARROW ROUTE & ROCHESTER AVE. TOTAL 49,745 s.f. N RANCHO CUCAMONGA, CA rn ; FAR 47.03% I -- AUTO PARKNG REQUIRED I o Office: 1/250 s.f. 12 stalls O _ 40, VVhse: 1st20K@1/1,000s.f. 20 stalls ■ �� DRIVEWAY 2nd 20K @ 1/2,000 s.f. 10 stalls O O 6,0 368'-11'> UTO AND TRUCKS above 40K @ 1/4,000 s.f. 2 stalls Consultants. TOTAL 44 stalls I - I ---- AUTO PARKING PROVIDED Standard ( 9'x 19' ) 44 stalls LO C I V I L Huitt Zollars Inc TRAILER PARKING REQUIRED TRU TURAL = O MECHANICAL 1 per dock door 5 stalls PLUMBING j ! TRAILER PARKING PROVIDED ! �r Trailer (14'x 50') 5 stalls ELECTRICAL - A IR n W ZONING ORDINANCE FOR CITY LANDSCAPE SPLA - + —ram- W W W A 0 -U-- T--E - - - - - O Zoning Designation - General Industrial (GI) FIRE PROTECTION MAXIMUM BUILDING HOGHT ALLOWED SOILS ENGINEER - Height- 75' (building exceeded 35'of heigth shall be set back j ! an additional 1'fromthe front setback for each 1' j of height up to a rmxirrumsetback of 70'. F MAXIMUM FLOOR AREA RATIO A343. j FAR- 50% - 60% j O O O Q LANDSCAPE REQUIREM ENT Percentage - 10% ■ SCALE: 1"= 20'-0" LANDSCAPE PROVIDED OVERALL SITE PLAN /� Percentage 24.1% (10% minor Title: OVERALL SITE PLAN scale: 1" 20' 0" /�+� TRUE 0 20' 40' 60' NORTH In s.f. 25,497 exception require) SETBACKS Average Average SITE PLAN KEYNOTES SITE LEGEND SITE PLAN GENERAL NOTES Street Building Landscape req. Landscape Provided Arrow Ave. - Arterial 45' 45' 46.5 Project Number: 21010 1A PAVEMENT PER CIVIL 1 . THE SOILS REPORT PREPARED BY ________ 11 . PROVIDE TWO FIRE HYDRANT ON THE SITE. FINAL LOCATION Rochester ave. - Arteriial 45' 45 47.5 1 B TRUCK APRON PER CIVIL � LANDSCAPED AREA �O LIGHT STANDARD WILL DETERMINATE IN DURING SUBMITTAL. Side - 5' Drawn by: SH EXISTING PUBLIC SHOULD BE A PART OF THESE CONTRACT DOCUMENTS. 12. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE Rear - none Date: 12/10/21 OBREAK AREA WITH OVERHEAD TRELLIS. FURNISHING SUCH AS � AC. PAVING - SEE "C" � TABLES, CHAIRS AND TRASH CANS PROVIDED BY THE TENANT FIRE HYDRANT 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL LANES AS REQUIRED BY FIRE DEPARTMENT. DRWGS. FOR THICKNESS REINFORCING FOR ALL SITE CONCRETE. VICINITY MAP Revision: 30 CONCRETE WALKWAY PRIVATE FIRE HYDRANT- 13. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE CONCRETE PAVING F.H. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE APPROXIMATE LOCATION FACE OF CONCRETE CURB OR GRID LINE U.N.O. s - i w a O4 DRIVEWAY APRONS TO BE CONSTRUCTED PER "L" DRAWINGS. SEE "C" DRWGS. SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY , p., X FOR THICKNESS PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF ' /iti» .Q. r, >'d =; : ' '% 4. SEE C PLANS FOR ALL CONCRETE CURBS GUTTERS AND "'_�' - '�- r{ -� _ ' " O5'-6"X5'-6"X4" MIN. THICK CONCRETE EXTERIOR LANDING BUILDING PERMITS. a0; r s,'r � = =� PROPERTY LINE SWALES. DETAILS ON SHEET ADA ARE MINIMUM STANDARDS. - � � ��;:�r r PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED STANDARD PARKING _ w ( ) 14. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT - r r STALL 9' X 18' F I r A AREAS. FINISH TO BE MEDIUM BROOM FINISH. '. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC w ' " SLOPE TO BE 1/4" : 12" MAX. ■■■■■■■■■:�1�■■■■■ PATH OF TRAVEL WITH AN AUTOMATIC IRRIGATION SYSTEM, PRIOR TO FACILITIES DEVELOPMENT. FOOTHItrL .BLVQ r rT PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY ® HANDICAP PARKING �� W/ 1 :20 MAX. AS REQ. BY CITY INSPECTOR. STALL 9' X 18' INSTALLATION & AT LEAST 60 DAYS BEFORE BLDG. ( ) 15. NOT USED � COMPLETION. �, 1 �, OPROVIDE METAL, MANUAL OPERATED GATES W KNOX-PAD 6 / 16. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET ' 6. SEE C DRAWINGS FOR POINT OF CONNECTIONS TO i I LOCK PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS _ OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL GRASS COVERING OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. UTILITY CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. ' J'-' Y 1 t y ' .. ! 70 EXTERIOR CONC. STAIR. SEE "L" DRWGS. 17. NOT USED. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. 26' FIRE LANE. SEE "C" DRAWINGS. SIX INCHES 6" HIGH CURB AR ' -- 80 LANDSCAPE. SEE "L" DWGS. 18. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM -- = y 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL ( ) bW R .TE_— 90 8'H CONCRETE TILT-UP SCREEN WALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR ------------- GUIDANCE AND STARTING LAYOUT POINTS, 19. APPROVED CONCEPTUAL LANDSCAPE PLAN PRIOR TO �r r r a 10 BIKE RACK. GRADING PERMIT II 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 11 APPROXIMATE LOCATION OF TRANSFORMER. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4' THICK W/ ,fER��Y '$LVp�. 12 8'H WROUGHT IRON FENCE. TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY W/ 1:20 MAX. . 13 TRASH ENCLOSURE PER CITY STANDARD. ' "'' " '� ? r.� i SLOPE. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION a ,_ , � x'�w, s �. F� - Sheet: 14 HANDICAPPED PARKING STALL SIGN FILLER MATERIAL OF 1/4'. SEE "L" DRAWINGS FOR FINISH. r _ 15 HANDICAPPED ENTRY SIGN 1 O1 6 PRE-CAST CONIC. WHEEL STOP ; , _ M ;• E 1-1 4�r--� r r C7 17 CONC. FILLED GUARD POST "6 DIA. U.N.O. 42" H, 18 TRUNCATED DOME OFFICIAL USE ONLY I j I j u I \ / NOTES: 1. ALL TERMINAL POSTS TO BE 4' W X 4" D X EXISTING BUILDING , 11 GA STEEL TUBES W/ CAP j j 290 $ WELDED ALL AROUND. I 8 H WROUGHT IRON FENCE SEE DETAIL 2. ALL FENCE COMPONENTS PROPERTY LINE A-36 GALVANIZED STEEL POST - 4" X 4" SQ. X 11 GA TO BE PRIMED AND PAINTED - TUBULAR STEEL POSTS AT 8'-0" TO MATCH BLD'G. O.C. W/ CAP WELDED ALL AROUND. 3. CONCRETE MOW CURB IS I ' � rchitecture REQUIRED WHEN FENCE IS . ADJACENT TO TURF AREAS ONLY. ALL OTHER PLANTER AREAS ADJACENT TO FENCE WILL X q-36 GALVANIZED STEEL RAIL. NOT HAVE MOW CURB. j O HPA TUBULAR STEEL CHANNELS. 4. SAND AND GRIND hpa, inc. ALL WELDS SMOOTH. CONCRETE FOOTING, SIZE 5. PAINT BLACK PER THE SPEC. 18831 bardeen avenue, - ste. #100 AS REQUIRED. irvine, ca A-36 GALVANIZED STEEL POST j 92612 A-36 GALVANIZED STEEL 4" X 4" SQ. X 11 GA j tel: 949.863.1770 PICKETS 1; SQ. 16 GA TUBULAR STEEL POSTS AT 8'-0" X TUBULAR STEEL AT j fax: 949.863.0851 L.Li6 O.C. WELDED TO OUTSIDE O.C. W/ CAP WELDED ALL AROUND. o j j email: hpa@hparchs.com OF FENCE. j A-36 GALVANIZED STEEL 00 PICKETS 1: SQ. 16 GA 6" X 6" CAST-IN-PLACE TUBULAR STEEL ATj Q CONCRETE MOW CURB. 6" O.C. WELDED TO OUTSIDE X w -A-36 GALVANIZED STEEL RAIL. OF FENCE. a w 2" WX2' HX14CA w -_ TUBULAR STEEL CHANNELS. j _------_--- a� ° a a w j a z w w LL_ 6' X 6' CAST-IN-PLACE ,----_------_-- a c1 ❑ J CONCRETE MOW CURB, z w 4 0 o Cl- j 4 4 4 � Q � X O _ CONCRETE POUTING, SIZE COMPACTED SUBGRADE, p�I OR AS 18" A�; REQUIRED. CDaREQUIRED - -R a aREQUIED o ELEVATION PLAN VIEW 00 I � a o ■ WROUGHT IRON FENCE j ° ° ° a Owner: scale: NTS ■r j Q ------ a 2" x 4" MIN. STEEL TUBE PERIMETER FRAME - ° 4 E5 AND HORIZONTAL SUPPORT j7 COR T' L] L] a JNBUSTRIAL PARTNERS 1" SQUARE VERTICAL MIN. MEMBERS @ 8 O.C. TYP. X a Q 4 ` a 67'-4" 45' 15'-4" 9 8'H CONCRETE SCREEN WALL BI-PARTING GATE 8' REEN 300 Spectrum Center Drive Suite 880 SEE DETAI D SEE DETAIL C AL SEE DET D p Irvine CA 92618 949-467-3290 - - - - - - - - - - - - - - O ATTN: Jon Kelly o OD o ■ j Pro�ect: j l II II II II II D __- _� Arrow & BLACK PAINTED OBSCURING SCREEN � j ��0) Rochester CAUTION SIGN 2 NOTES: j 1. SAND AND GRIND ALL WELDS SMOOTH. �\ PRIME AND PAINT TO BLACK 2. SEE SCREEN WALL ELEVATION FOR HEIGHT. 3. EXTERIOR GATES SHALL BE ABLE TO HAVE BUS PAD LOCK j ARROW ROUTE & ROCHESTER AVE. FIRE DEPARTMENT PAD LOCK. - - - RANCHO CUCAMONGA, CA o BI-PARTING GATE WITH OBSCURING SCREEN o c scale: NTS -r I O O O O —0---0 I ■ I I j Consultants: j C I V I L Huitt Zollars Inc j STRUCTURAL I MECHANICAL PLUMBING - ----- --0--U--—E------------------------ - - - - -- ELECTRICAL - I � LANDSCAPE SPLA j FIRE PROTECTION - I O j - SOILS ENGINEER � I j j j O O o OVERALL FENCE PLAN scale: 1"= 20'-0" A Title: OVERALL FENCE PLAN Project Number: 21010 Drawn by: SH Date: 12/10/21 Revision: 67'-4" 11 45' 15'-4' CONCRETE SCREEN WALL GATE SEE DETAIL C CONCRETE SCREEN WALL LLLL LLLL LLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL II LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLL 00 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLL 20 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL LLLLLLLLLLLLLLLLLLLLLLLL LLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLI LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLI LLLLLLLLLLLLLLLLLLLLLLLLL LLLI LLLI Sheet: SCREEN WALL ELEVATION scale: 1/8"=1'-0" D 1 OFFICIAL USE ONLY 1 1.9 2 3 4 206'-8" 66'-3" �> 70' 70' i TYP. TYP. PA 1 1architecture i - -- - - - - - - - - - - - - A A hpa, inc. Typ 18831 bardeen avenue, - ste. #100 1 irvine, ca 92612 tel: 949.863.1770 fax: 949.863.0851 o uo TYP. email: hpa@hparchs.com 8 CDTYP. 7 B - - - .1 o TYP. - - - TYP. 1 1 1 I I 1 TYP. TYP. 1 Ln TYP. ■ 15 TYP. TYP. TYP. Owner: 7 2 - - - - - - - - - - - COW 0 J O CORES - 0 LJJ TYP. JNDUSTRIAL PARTNERS 0 W 5 J 00 N JON O LO .A 0 00 r+ `y TYP. nP' 9 N 300 Spectrum Center Drive Suite 880 Irvine CA 92618 949-467-3290 ATTN: Jon Kelly P 6 p - - - - E3 E3 - - - - p TYP. °° E 10 ■ TYP. 1 Proj ect: I TYP. TYP. 00 Arrow & _ Rochester _ Lo I TYP. TYP. - • in in TYP. - - - - 2 I ao E I I I °° TYP. ARROW ROUTE & ROCHESTER AVE. I T RANCHO CUCAMONGA, CA I I I I I TYP. i TYP. � �� TYP. ■ � I I I 14 00 14 0 Consultants. J' C I V I L Huitt Zollars Inc do% F - - JJ- - F F STRUCTURAL - MECHANICAL PLUMBING 11 7 1 3 3 7 1 7 3 _ ELECTRICAL TYP. TYP. TYP. TYP. B LANDSCAPE SPLA TYP. TYP. TYP. TYP. TYP. FIRE PROTECTION - 4'!3" 11 4'-3" 4'-3" 4'-3" 3' 24'-3" 22'-7" 3' 3' 42'-5" 8'-6" 3' 8'-6" 3' 66'-8" 70' 70' 21' SOILS ENGINEER - 21' 227'-5' 1_ 4 5 1 (2) 3 4 5 SCALE: 1/16"= 1-0" SCALE: 1/16"= 1-0"-------------------- ■ ------------- ENLARGED FLOOR PLAN OVERALL FLOOR PLAN -OA scale: 1/16"= 1-0" TRUE scale: 1/16"= 1-0" TRUE 0 16' 32' 48' NORTH 0 16' 32' 48' NORTH Title: OVERALL FLOOR PLAN KETNOTES - FLOOR PLAN GENERAL NOTES - FLOOR PLAN Di CONCRETE TILT-UP PANEL. A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN Project Number: 21010 DOORS AT 100' MAXIMUM O.C. A SEPARATE PERMIT WILL BE REQUIRED OSTRUCTURAL STEEL COLUMN. FOR ANY RACKING/CONVEYER SYSTEMS. Drawn by: SH OTYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. Date: 12/10/21 FOR SIZE, COLOR AND LOCATIONS. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH OCONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON SURFACE ELEVATIONS. Revision: BOTH SIDE OF RAMP, D. NOT USED 05 9'-0" X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE O EXTERIOR CONCRETE STAIR 1 COAT OF WHITE TO COVER. (7) 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYPICAL AT ALL EXTERIOR F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. SEE "S" DRAWINGS FOR POUR STRIP LOCATION. MAN DOORS TO LANDSCAPED AREA. FINISH TO BE MEDIUM BLOOM FINISH. SLOPE TO BE 1/4" : 12" MAX. PROVIDE WALK TO HARD SURFACE PER CITY REQUIREMENTS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR 08 12' X 14' DRIVE THRU. SECTIONAL OH., STANDARD GRADE. FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. ODOCK DOOR BUMPER CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. 1 p CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. 11 3'X7' HOLLOW METAL EXTERIOR MAN DOOR. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT 12 SOFFIT LINE ABOVE TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. 13 NOT USED HARDWARE. 14 TUBE STEEL CANOPY. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. 15 Z GUARD M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN Sheet: WITH THE WORDS "EXIT'. THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1 .1 .1 1 0. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW, SEE A/A4.1 OFFICE SECTION. IPA 1 1.9 2 3 4 5 architecture 227'-8" 66'—S' 70' 70' 21' TYP. hpa, inc. 1 18831 bardeen avenue, - ste. #100 irvine, ca 92612 A - - - - - - - - - - - - - tel: 949.863.1770 fax: 949.863.0851 email: hpa@hparchs.com N I e C N I 0 .0 SLOPE 1/4" P R FT. MIN. TO DRAIN SLOPE 1/4' PER FT. MIN. TO DRAIN o I TYP. I ■ Owner: I I 7 15 _ TYP. TYP. TYP.TYP. CORE5 4 4 JNDUSTRIAL PARTNERS 26'-8" 30, 10' 20' 30' 20' 10, 30' 30' 300 Spectrum Center Drive Suite 880 Irvine CA 92618 N N c 00 949-467-3290 N N ATTN: Jon Kelly TYP. TYP. 3 > 3 I ■ � I Project: TYP. I Arrow & TYP. TYP. co 4 4 Rochester U-) I <IN �xy - ARROW ROUTE & ROCHESTER AVE. �P. RANCHO CUCAMONGA, CA 60 I I 7 15 xr Rxr r=y r_y ■ TYP. TYP. — N I I I Consultants: I I I I � z II C I V I L Huitt Zollars Inc SLOPE 1/4' PER FT. MIN. TO DRAIN SLOPE 1/4" PER FT. MIN. TO DRAIN ii STRUCTURAL - MECHANICAL N PLUMBING II I I - - ELECTRICAL - LANDSCAPE SPLA FIRE PROTECTION - SOILS ENGINEER - 66'-8" 70' 70' 21' 227'-8" 1 2 3 4 5 OVERALL ROOF PLAN Title: OVERALL ROOF PLAN scale: 1/16"=1'-0" ROOF PLAN GENERAL NOTES ROOF PLAN KEYNOTES Project Number: 21010 Drawn by: SH A. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, GRIDLINE, OR FACE L. BUILT UP ROOFING TO BE DESIGNED FOR 11OMPH 1O CONCRETE PARAPET, SEE "S" DRAWINGS FOR THICKNESS. Date: 12/10/21 OF STUD. (U.N.O.) AND TO BE A U.L. CLASS A ROOF. FLASHING: 6AF TYPE 5MB MOPPED AP O WHITE SCRIM FOIL UNDER ROOF DECK. B. VERIFY THAT ALL ROOF AREAS HAVE POSITIVE DRAINAGE(1/4' FT.) PRIOR SHEET, U.L. TYPE 63 BUR. Revision: TO ROOF INSULATION INSTALLATION. 30 PROVIDE 4—PLY BUILT—UP ROOFING OVER ROOF SHEATHING OVER ROOF FRAMING. M. ALL ROOFING FASTENERS SHALL MEET ALL CODE AND REGULATION U.N.O.. ROOFING TO BE ND-24 CAP ROOFING BY JOHNS MANVILLE OR EQ (CLASS C. REFER TO "S" DRAWINGS FOR ROOF HEIGHT ELEVATIONS IN REGARDS REQUIREMENTS. PROPER REQUIREMENTS ARE IN PROJECTS JURISDICTION A RATED). CONTRACTOR TO VERIFY W/ OWNER ON WARRANTY REQUIREMENTS. TO ROOF DRAINAGE. AND ALSO, FACTORY MUTUAL (FM) WIND UPLIFT PRESSURE REQUIREMENTS. OR GAF WITH 20 YEAR NO DOLLAR LIMIT D. CONTRACTOR TO VERIFY AND COORDINATE WITH ALL SUBCONTRACTORS, ALL N. ALL SKYLIGHTS TO BE PLACED A MIN. OF 18'-0" FROM INSIDE FACE OF PARAPET ® 4' X 8' SKYLIGHT WITH CRICKETS, LOCATIONS AND SIZES OF ROOF OPENINGS. E. FOR TYP. ROOF PENETRATIONS, SEE DETAIL 6, 7, 8/AD.3 CONTRACTOR TO 0. NOT USED EXHAUST FAN O5 VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS P. FUSIBLE LINKS FOR SMOKE VENTS SHALL BE IN TEMPERATURE RANGE HIGHER © PANEL RETURN. SEE STRUCT — RETURN ANY CORNICES AND ARC. FEATURE F. CONTRACTOR TO VERIFY ALL ROOF DRAIN DEPRESSIONS W/ "S" DRAWINGS. THAN THE E.S.F.R. SPRINKLER. G.C. TO CONFIRM WITH FIRE OFFICIAL. O STRUCTURAL JOIST. G. CONTRACTOR TO COORDINATE EXACT SMOKE HATCH LOCATION W/ Q. SMOKE VENTS SALL BE REQUIRED IF AREAS FOR "POTENTIAL OFFICES" WILL BE FIRE SPRINKLER AND ROOF FRAMING SUBCONTRACTORS. LOCATIONS ON USED FOR HIGH PILE COMBUSTIBLE STORAGE. ® INTERIOR ROOF DRAIN WITH 2 OVERFLOW SCUPPERS. DRAWINGS ARE APPROXIMATE. H. ALL SKYLIGHTS TO BE DESIGNED FOR 110 M.P.H., EXPOSURE "C" W/ R. NOT USED 11 INTERIOR ROOF DRAIN AND INTERIOR OVERFLOW DRAIN. STRONGER FRAMES, SUPPORTS AND DOMES. MANUFACTURER TO 13 NOT USED CONFIRM IN WRITING. S. ROOF DRAINS, OVERFLOW DRAINS AND RAINWATER PIPING WITHIN THE INTERIOR OF I. ROOF DRAINS AND OVERFLOW DRAINS TO BE A MIN. 8" DIA., SEE "P" THE BUILDING SHALL BE TESTED IN ACCORDANCE WITH THE PROVISIONS OF THE DRAWINGS FOR EXACT SIZE. PLUMBING CODE FOR TESTING DRAIN, WASTE AND VENT SYSTEMS 14 HVAC UNITS PER MECHANICAL J. NOT USED T. ROOF DRAINS, OVERFLOW PIPING WITHIN THE BUILDING SHALL UTILIZE APPROVED DRAINAGE FITTINGS. K. PROVIDE SHAPED CRICKETS AS REQUIRED FOR PROPER ROOF U. MANUFACTURED ROOF DRAINS AND OVERFLOWS(FIXTURES) SHALL BE IAPMO LISTED DRAINAGE OF 1/4' PER FOOT (MIN.). Sheet: 2110 A B C D E F 5 234'-8" 227'-8" I I I I I I I 34'-4" 52' 52' 52' 44'-4' 21' 70' 70' 5" 66'-3" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 11 6 7 1 3 1 4 I 11 6 7 1 5 1 4 3 1 2 3 I 1 1 3 I 1 4) 3 1 1 11 6 7 1 I I I I I I I I I I I I hpa, inc. 18831 bard ste #100 I TYP. een avenue, - ■O O a� 2 Irvine , ca 92612 000�o�0 9.8 3.1 °°°°°° °°°° 000° - te1: 94 6 770 I 0 fax: 949.863.0851 "° email: hpa@hparchs.com °°° ° --- -------------- ---------------------------------------------------------------- -------- ------------------ ---------------- I 8 8 8 TYP. TYP. TYP WEST ELEVATION R NORTH ELEVATION scale: 1/16"=1'-0" ■� scale: 1/16"=1'-0" F ° E D C B A 1 1.9 2 3 4 5 234'-8" 227'-8" ■ I I I I I I I 44'-4" 8'-5" 43'-7" 52' 52' 34'-4" 66'-3" 5" 70' 70' 21' I Owner: HPA TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 1 1 9 1 4 1 1 1 5 1 4 1 5 1 4 11 6 7 3 1 1 11 6 7 1 3 11 6 7 I CORES I1NUUST111AL FARTNER5 C3 C3 � II ou QO II II II II I I II o� a� a� 0 II o Center Drive i 300 Spectrum Ce to e Suite 880 Irvin A 2 1 eC 968 0 0 0 0 0 0No O O - - oo o °°°° 3290 I - o o - o 0 0 -- o 0 0 0 --------- --------- - - -- -------- ---------------- �-°- -- -- ----- ----- ------ ----�� - - - - - --- -- ----- --------------- ��- ---------------- ATTN: Jon Kelly 7 6 10 5 8 4 8 8 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. ■ EAST ELEVATION SOUTH ELEVATION C Project: I scale: 1/16 1 0 scale: 1/16 1 0 KEYNOTES - ELEVATIONS COLOR SCHEDULE - ELEVATIONS Arrow & F E OCONCRETE TILT—UP PANEL(PAINTED). FINISH GRADE VARIES. SEE "C" DRAWINGS. WATERPROOF ALL WALLS 1 CONCRETE TILT-UP PANEL PAINT BRANDS --- WILLIAMS SW-7005 PURE WHITE ---- Rochester WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. O 44'-4" 8'-5" WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND O CONCRETE TILT-UP PANEL PAINT BRAND-SHERWIN WILLIAMS SW 7661 REF_E_LCTION A MIN. OF 6' OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND 11 26'-9" 17'-7" DAYLIGHT TO CURB OR TAKE TO STORM DRAIN. SHERWIN WILLIAMS SW 7663 MONORAIL SILVER CONCRETE TILT-UP PANEL PAINT BRAND_ _______________________________ NOT REQUIRED AT DOCK HIGH CONDITION OR AT RAMP WALLS. °°°°°° TYP. TYP. TYP. TYP. TYP. TYP. °°°°° O2 PANEL JOINT. ® CONCRETE TILT-UP PANEL PAINT BRAND SHERWIN WILLIAMS SW_7002 _DOWNY _____ I I 1 1 6 7 12 8 3 11 6 7 1 1 I 3 1 I PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. � ARROW ROUTE & ROCHESTER AVE. O REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. °o°o° 5 CONCRETE TILT-UP PANEL PAINT BRAND-SHERWIN WILLIAMS SW 7005 7635 PALISADE ° ° ° O ------------------------- RANCHO CUCAMONGA, CA T.O.P. O4 OVERHEAD DOOR ® DRIVE THRU. SEE DOOR SCHEDULE. PROVIDE BLACK ANODIZED MULLIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o COMPLETE WEATHER—STRIPPING PROTECTION ALL AROUND. © MULLIONS COLOR______________________________________ o°o°o°o°o°o o°o°o°o°o°o° °o° CD OOVERHEAD DOOR 0 DOCK HIGH. SEE DOOR SCHEDULE. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. 07 GLAZING COLOR_ BLUE REFLECTIVE GLAZING --------------------- OCONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. SHERWIN WILLIAMS ACRYLIC LATEX SYSYEM ■ PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE HIGH GLOSS/HIGH PERFORMANCE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE SW 7071 GRAY SCREEN l AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. O METAL CANOPY COLOR____________GRAY______________________ Consultants: O7 METAL LOUVER, PAINT TO MATCH BUILDING COLOR. vvvvvvvvvvvvv vvvvvvvvvvvvv% O PROVIHOLLDE E COMPLETE W METAL WEATHERRS. SEE DSTRIPINGO OR HALL AROUND DOOR. v v v v v v v v v v v v v v v v v v v v v v I vvvvvvvvvvvvv vvvvvvvvvvvvv L Huitt Zollars Inc vvvv vvvvvvv v vvvvvvvvvv PROVIDE FOR RAIN DIVERTER ABOVE DOOR. °77Ov44v vv vv vv v7p Opp 7p Opp v vvvvvvvvvvv vv v vvv.:'..'17711 STRUCTURAL - O INTERIOR DOWNSPOUT AND OVERFLOW SCUPPERS MECHANICAL + +V +� + V + + + + + + ++ V'}' ° ° �� 10 DOCK BUMPER + + + + + + + + + + +++ + + + + ++ + + + + + + + + + PLUMBING - } + } } + + + + + } + }1++ } } } v v + + ++++++ + + +++++ + + ++ + + +++++++ +++++ +�+ + + + + + V + + + + + + V + +++ + v v + + + + + + + 1 1 ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALLGLAZING LEGEND+ + + + + + + + + + + + + + v v + + + + + + + + DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS ELECTRICAL 17 LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. LANDSCAPE SPLA +++V+ +++C/ + �/ .++ +++ E ++ ++V+++ v v ++V++ + NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED.+ + + ++ + + + 12 METAL CANOPY. FIRE PROTECTION v v v v v v v v v v v v v v O v �/v vvvvvvvvvvv O v O v v O v O v v O v O V vvvvvvvvvvvvv 1717 V�V . vvvv v v v v v v v v O v O v O v SPANDREL GLASS SOILS ENGINEER - LO INSULATED VISION GLASS WITH CONCRETE BEHIND °°°°°°°° GENERAL NOTES - ELEVATIONS V%+-++1VISION °°vvvvv °v v°v°v v°v v v+ �v vvvvvvvvvv 0 °vv+vvvv+vvvv °'. SINGLE !/ GILASS + SPANDREL GLASS + + + TE W V v v �( + } A. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED + 1 . +�+ + + + + + + + + + v + + + + + + - OTHERWISE. rn +V +V+ V ++V+++` + +V+' +++Y++ +V B. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. + + + + + ° C. T.O.P. EL.= TOP OF PARAPET ELEVATION. IV INSULATED VISION GLASS + + — ++ + + + + + + + + + + + +++V++' D. F.F. = FINISH FLOOR ELEVATION. F.F. — + + + + �� 1/4" ATLANTICA + 1/4" SUNGATE 400 CLEAR +/+ V a/ +++ +++ V V+++ v v E. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES SHALL BE DESIGNED TO RESIST 90 MPH. EXPOSURE "C" WINDS. U: 0.27 SHGC: 0.35 VLT: 58% ■ CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. MINIMUM VT TO BE 0.42 PER 2016 CEC TABLE 140.3—B F. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING SC SPANDREL WITH CONCRETE BEHIND REMAINDER OF BUILDING. 1/4" CLEAR WITH ATLANTIC WATERS OPACICOAT PAINTED ON REFLECTIVE. Title: ELEVATION ENLARGED EAST ELEVATION G. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH INSTALLED ON CONCRETE. ELASTOMERIC PAINT. V VISION GLASS scale: 1/8"=1'-0" H. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 1/4" ATLANTICA J. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. K. THE FIRST COAT OF PAINT TO BE ROLLED—ON AND THE SECOND COAT MULLIONS : ANODIZED CLEAR. TO BE SPRAYED—ON Project Number: 21010 Drawn by: SH Date: 12/10/21 50' I Revision: I I I I i I w J 1 w Q i�Z `LIJ fro ys_ Q . _: ,., w .AG w w ------ { o of;T <`; w = SOG 1 165.00 � I o 00 P cif w Q 1 161 .40 1 160.27 FF 1159.8 SIDEWALK 1159.2 i 1158.2 1158.49 o Sheet: 0 SIGHT LINE SECTION scale: NTS CONC. TILT-UP PANELS, SEE STRUCT. DWG. 6"H CONC. c 8'-0° CURB TRASH ENCLOSURE GATE GUTTER � A ROOF SLOPE Q 1/2" EXPANSION °�'° °�' °� ° DIMENSION CONTROL POINT architecture I IPA ov JOINT MATERIAL TOP OF REVEAL ° 6" THICK GONG. �� & CHANGE OF PAINT COLOR IF OCCURS. SLAB W/ LIGHT o o o 3 4" CONC. FTC. BROOM FINISH, Cn SEE STRUCT. PROVIDE CONTROL o C hpa, inc. DRAWING Q JOINTS As REQ'D. o 0 o w Q DIMENSION CONTROL POINT 18831 bardeen avenue, - ste. #100 Ov ° CONC. SWALE. � w SEE PLANS o 6" SEE CIVIL DWGS. Q w CL OF REVEAL irvine, ca FOR FINISH 6" THICK GONG. Q Q SURFACE APRON W/ 0S ° ov ° 0 w CONC. TILT-UP PANEL, 92612 o MIN. LIGHT BROOM v' e6� FINISH. o° 0 GRID tel: 949.863.1770 o • a`• • o � � •moo .o •• ,�•; ,�,� : •� • � . . B fax: 949.863.0851 7 ' �' ` ' ° Q DIMENSION CONTROL POINT email: hpa@hparchs.com 0 0.; °o° °�y °. 00 . BOTTOM OF REVEAL » & CHANGE OF PAINT COLOR IF OCCURS. .0 .0 • .0 .0 ° .0 T OF CONCRETE PARAPET NOTES: FINISH FLOOR 1. SEE SOILS REPORT FOR BELOW SLAB PREPARATIONS AND STEEL REINFORCEMENT °�? °�? °Q? °� °� 4" PLY BUILT UP ROOFING ^I RECOMMENDATIONS. PANELIZING WOOD DECK OVER FINISH SURFACE NOTES: 2. SEE DETAILS D E FOR ADDITIONAL NOTES. SEE PLANS STEEL ROOF STRUCTURE 2" MULLION A 1 . DIMENSION CONTROL POINTS AT REVEALS AND EDGE OF CONCRETE OPENINGS WHERE OCCUR, SEE WALL SECTIONS. FUTURE ROOF TO 2. PAINT COLOR CHANGES TO ALWAYS OCCUR AT CONTROL POINT "A" OR "B" TOP EQUIPMENT TRASH ENCLOSURE SECTION TRASH ENCLOSURE GATE ELEVATION p TYPICAL CONCRETE REVEAL scale: 1 /2" 1 '-0" scale: 1 /2" 1 '-0" � B ° � scale: NTS R.T.u. ■ 2" MULLION A Owner: 16' CORES 1NUUSTRIAL PARTNERS 6" THICK CONC. APRON 2" MULLION A n z PROVIDE WEAKEND JOINTS, TYP, o o Q o z F 300 Spectrum Center Drive Suite 880 Irvine CA 92618 2" MULLION A 949-467-3290 SEE PLAN ATTN: Jon Kelly D 16'-0" G OZz ■ W/ LIGHT BROOM FINISH. ' N 6X6 TUBE STEEL COL. QQ PROVIDE 3/4" DIA.x 2" 2" MULLION A Project: CONCRETE TILT-UP PANEL, ov DEEP DRILLED HOLES IN ° PAINT TO MATCH BUILDING. SLAB FOR CANE BOLTS, 6 LATCH ONE FOR EACH GATE. AI CN & ' 6" H CONCRETE CURB 6" H CONCRETE CURB ArrowRochester METAL GATE WITH Q Q 2 MULLION A 1 1/2" X 1 1/2" X 1/4" ov v0 STEEL ANGLE HORIZ. z Q BRACE FOR SUPPORT, Q PAINT TO MATCH z� ° BUILDING. w oN CONCRETE TILT-UP ^ PANELS, SEE STRUCTURAL o Ov w¢ DRAWINGS. PAINT INSIDE, o°� a OUTSIDE AND TOP OF CONCRETE TILT-UP o 5 C b ;� WALL TO MATCH BUILDING. N ARROW ROUTE & ROCHESTER AVE. PANELS, SEE STRUCTURAL � - 6" THICK GONG. SLAB RANCHO CUCAMONGA, CA DRAWINGS. PAINT INSIDE, - W/ MEDIUM BROOM FINISH, 2" MULLION A OUTSIDE AND TOP OF PROVIDE CONTROL JOINTSIlk WALL TO MATCH BUILDING. 6" H CONCRETE CURB AS REQUIRED. FINISH SURFACE PROVIDE 1/2" EXPANSION � o SEE PLANS (� JOINT MATERIAL AT INT. a o WALL PERIMETER. ■ CENTER LINE 6 CANE Consultants: c o OF HINGE, TYP. - BOLT C1 . �T . � CONCRETE TILT UP PANEL C I V I L Huitt Zollars Inc 2" MULLION A STRUCTURAL - a a a ° MECHANICAL - as ° 2" MULLION A PLUMBING TRASH ENCLOSURE GATE ELEVATION TRASH ENCLOSURE PLAN ELECTRICAL - scale: 1 /4" : 1 '-0" scale: 1 /4" 1 '-0" LANDSCAPE SPLA a, FIRE PROTECTION - N SOILS ENGINEER - NOTES: 1. ALL TERMINAL POSTS 2" MULLION A 1 1/2" STEEL PIPE RAILING 101 BE 4' STEEL TUBES XW/ CAP CONC. WALK W/ WELDED ALL AROUND. o A-36 GALVANIZED STEEL POST 2. ALL FENCE COMPONENTS o 4" X 4" SQ. X 11 GA TO MATCHE B D'G PAINTED a' 12 TUBULAR STEEL POSTS AT 8'-0" -� N ■ O.C. W/ CAP WELDED ALL AROUND. J. CONCRETE MOW CURB IS AD. =ai REQUIRED WHEN FENCE IS CONC. TILT-UP 3 .1 2" 2" MULLION A . o : TYP Title: SECTION m ADJACENT TO TURF AREAS ONLY. PANEL .o . ALL OTHER PLANTER AREAS .� . o.° ADJACENT TO FENCE WILL �� o Q STORE FRONT / -36 GALVANIZED STEEL RAIL. NOT HAVE MOW CURB. o .Cl 2' W X 2" H X 14 GA #4 BARS @ EACH �CfJ FLOOR SLAB— 2' TUBULAR STEEL CHANNELS. 4. SAND AND GRIND HHINGE POINT o• �. 1" TYP ALL WELDS SMOOTH. CONCRETE FOOTING, SIZE 5. PAINT BLACK PER THE SPEC. . . � ��Q.' Project Number. 21010 AS REQUIRED. 4 1/2" X 4 1/2" x 1/2" o D A-36 GALVANIZED STEEL A-36 „GALVANIZED STEEL POST oEivETilvuNGL EMBED �o FINISH FLOOR 2" MULLION A Drawn by: SH PICKETS 1: SQ. 16 GA 4 X 4 SQ. X 11 GA 77 TUBULAR STEEL AT TUBULAR STEEL POSTS AT 8'-0" 14 ° Date: 12/10/21 6" O.C. WELDED TO OUTSIDE O.C. W/ CAP WELDED ALL AROUND. (3) STEEL HINGES @ EACH OF FENCE. GATE WELDED EACH SIDE ° Revision: A-36 GALVANIZED STEEL TO EMBEDED ANGLE ° PICKETS 1: SQ. 16 GA a 6" X 6" CAST-IN-PLACE TUBULAR STEEL AT CONCRETE MOW CURB, 6" O.C. WELDED TO OUTSIDE 3" X 3" X 1 1/2" STEEL OF FENCE. ANGLE FRAME WELDED A-36 GALVANIZED STEEL RAIL. To HINGES 8 14 ° L/_2 W X 2" H X 14GAfli ° TUBULAR STEEL CHANNELS. 18 GA. X 1 1/2" DEEP G.I. STEEL DECKING WELDED TO STEEL FRAME AND 6" X 6' CAST-IN-PLACE 1 1/2"CROSS B X 1 1/RACE X 1/4" STEEL C CONCRETE MOW CURB, ANGLE o NOTES: QLCONCRETE FOOTING, SIZE COMPACTED SUBGRADE, 1. PAINT ALL METAL TO MATCH ENCLOSURE PER SPECIFICATIONS. OR AS 18" AS REQUIRED UNLESS OTHERWISE NOTED ON ELEVATIONS REQUIRED OR AS REQUIRED ELEVATION PLAN VIEW METAL FENCE DEAA) TAIL TRASH ENCLOSURE PLAN TYP. STOREFRONT ELEVATION Sheet: scale:NTS scale: 1 4" : 1 '-0" scale: 4" : 1 '-0" / / 1 * .e>r ii Jp r vsa4'u #s*.' � � P.•'�, ■ � � ro 9 yid F s, �r Y� 1 Lf tv w 1 � S � •'��` '' WEST ELEVATION (ROCHESTER AVENUE) 'OWN w SOUTH ELEVATION (ARROW ROUTE) mom • � - EAST ELEVATION AM �J 1 NORTH ELEVATION architecture �� • i O © © O © O O = IL IL � Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams Aluminum Blue Reflective Sherwin Williams SW 7005 SW 7661 SW 7663 SW 7002 SW 7635 Black Anodized GLAZING Acrylic Latex Systems Pure White Reflection Monorail Silver Downy Palisade MULLIONS High Gloss/High performance in color:SW 7071 Gray Screen @ Metal CANOPY ARROW ROUTE � ROCHESTER AVE, RANCHO GuGAMoNGA, GA � HPAw CORE5 CONCEPTUAL BUILDINGS ELELVATIONS ; MATERIAL BOARD Job No.21010 INDUSTRIAL„;RTNERS 11. 04.2021. DESIGN KEY NOTES: REFERENCE KEY NOTES: GROUND COVER AND SHRUB MASSES - GROUND COVER&SHRUB MASSES SHALL CONSIST OF THE FOLLOWING: (D PROPOSED STREET TREE IN PARKWAY PER �A. EXISTING 36" HIGH PRESSURE GAS LINE PLANTING LEGEND SYMBOL GROUND COVER/SHRUB MASS NAME WUCOLS El EXISTING 4"GAS LINE ONEW LOW GROWING GRASS IN PUBLIC RIGHT OF WAY ACHILLEA MILLIFOLIUM,YARROW L PARKWAY, SUCH AS CAREX DIVULSA �C. EXISTING ELECTRIC LINE 1 GAL. SIZE OEROSION CONTROL GROUND COVER AT SLOPE EXISTING PHONE LINE AGAVE'BLUE FLAME', BLUE FLAME AGAVE 5 GAL. SIZE L EXISTING DRIVEWAY G) FLOWERING ACCENT TREE PER PLANTING LEGEND ZPROPOSED SIDEWALK PER CIVIL DRAWINGS AGAVE WEDIOPICTA ALBA', DWARF WHITE STRIPED AGAVE L ONEW SCREEN SHRUBS AROUND EXISTING SCE 5 GAL. SIZE PROPERTY LINE UTILITIES PROPOSED SCE FACILITIES(P.I.P.) PER CIVIL DRAWINGS O PROPOSED SCREEN SHRUBS �H. AGAVE WEBERI,WEBER'S AGAVE PROPOSED 6"SEWER SERVICE PER CIVIL DRAWINGS 15 GAL. SIZE L OENHANCED PAVING AT VEHICULAR ENTRY DRIVES PROPOSED 2"DOMESTIC WATER SERVIC PER CIVIL v> CONSISTING OF INTEGRAL COLORED CONCRETE ARCTOSTAPHYLLOS SPP. L o i EXISTING B U I L N G K WITH MEDIUM ETCH FINISH DRAWINGS 5 GAL. SIZE - I � I J❑ PROPOSED TRASH ENCLOSURE PER ARCH. DRAWINGS BACCHARIS P.'PIGEON POINT', DWARF COYOTE BRUSH W I I I- �K. L PROPOSED FENCE PER ARCH. DRAWINGS 1 GAL. SIZE L� SLOPED WALK PER CIVIL DRAWINGS CALLISTEMON'LITTLE JOHN', DWARF BOTTLE BRUSH 00 5 GAL. SIZE I � I �fv ENCELIA CALIFORNICA, CALIFORNIA BRITTLE BRUSH TREES 1 GAL. &5 GAL. SIZE L o SYMBOL TREE NAME QTY. WUCOLS HESPERALOE PARVIFLORA, RED YUCCA L O 5 GAL. SIZE PROPOSED STREET TREE ALONG ARROW ROUTE I O II O O LIQUIDAMBAR STYRACIFLUA,AMERICAN SWEETGUM 9 M O I o I I 1162 24"BOX SIZE LEYMUS C.'CANYON PRINCE', CANYON PRINCE WILD RYE L I I O O 1 1 GAL. SIZE o p ° PROPOSED STREET TREE ALONG ROCHESTER AVE. SALVIA CLEVELANDII, CLEVELAND SAGE L 1 i +O RHUS LANCEA,AFRICAN SUMAC 2 L 5 GAL. SIZE I N I o 24"BOX SIZE 3 0 MUHLENBERGIA C. 'REGAL MIST', PINK MUHLY o 1 GAL. SIZE "� � I \�.\ ■ I I I 1 161 PARKING LOT SHADE TREE I \\ I 163 O -QUERCUS ILEX, HOLLY OAK 5 L ROSEMARINUS O.'PROSTRATUS', PROSTRATE ROSEMARY L -ULMUST P. 'TRUE GREEN', EVERGREEN ELM M 1 GAL. SIZE I I I 24"BOX SIZE BOX SIZE [FEE \ I VERBENA'DE LA MINA', PURPLE VERBINA E I I i \ 1 GAL. SIZE ■ FLOWERING ACCENT TREE AT BUILDING ENTRY AND STREET INTERSECTION L WESTRINGIA F.'GREY BOX', GREY BOX COAST ROSEMARY CERCIDIUM F. 'DESERT MUSEUM', BLUE PALO VERDE 13 L o LAGERSTROEMIA I. 'MUSKOGEE', LAVENDER CRAPE MYRTLE M 5 GAL. SIZE 0 o I 4,; \ i I_--- p d21 d 36" BOX SIZE MIN. G SPREADING GROUNDCOVER FOR EROSION CONTROL SUCH AS: � I BACCHARIS P.'PIGEON POINT', DWARF COYOTE BRUSH 1 _ 1 GAL. SIZE @ 36"O.C. EVERGREEN SCREEN TREE 5 • GEIJERA PARVIFLORA,AUSTRALIAN WILLOW 5 L LOW GROWING GRASS IN PUBLIC RIGHT-OF-WAY SUCH AS: 24"BOX SIZEELI o .�.r1 CAREX DIVULSA, EUROPEAN GREY SEDGE �"� I p I , ; q ' O \ L---- 4 a p 1 162 a NOTE:ALL SHRUB PLANTING AREAS TO RECEIVE A 3" LAYER OF SHREDDED FINE WOOD MULCH. 2"MAX SIZE. a, I.�. _�� ---- CALIFORNIA NATIVE BACKDROP TREE ' o O \ QUERCUS AGRIFOLIA, COAST LIVE OAK 5 L 4 I d i 24"BOX SIZE I i O I ! ° 4 ° A p \ I I ,a LL O i---- 4 0� CALIFORNIA NATIVE BACKDROP TREE I i O O O �\ I i ° Q ° d + PLATANUS RACEMOSA, CALIFORNIA SYCAMORE 5 M i \. BUILDING `---- a 24"BOX SIZE a LANDSCAPE REQUIREMENTS 2 �, • I I I °I d d • (1) TREE PER EVERY (3) PARKING STALLS IS REQUIRED FOR THE > 0 GREEN SHRUBS-TO BE SELECTED FROM THE FOLLOWING SHRUBS: SITE. • TOTAL NUMBER OF PARKING STALLS PROVIDED = 44 STALLS I \ I 1161 ° ° d a SYMBOL GROUND COVER/SHRUB MASS NAME WUCOLS . TOTAL NUMBER OF TREES REQUIRED ON SITE = 15 TREES I I �\� I ° °a ° HETEROMELES ARBUTIFOLIA,TOYON TOTAL NUMBER OF TREES PROPOSED ON SITE = 45 TREES 5 GAL. SIZE L 4 v PEDESTRIAN PATHWAY LANDSCAPE SHALL INCLUDE SHADE TREES LIGUSTRUM TEXANUM,TEXAS PRIVET M 1� Il� a ° 5 GAL. SIZE PLACED SO AS TO COVER 60% OF THE TOTAL PATHWAY AREA WITH C o I a� MALOSMA LAURINUS, LAUREL SUMAC L TREE CANOPIES WITHIN 15 YEARS OF SECURING BUILDING PERMIT. I 5 GAL. SIZE • TOTAL PEDESTRIAN PATHWAY AREA = 5,707 S.F. � B \ I ^ " � �j � \ 5 GAL. SIZE FRUITESCENS,TEXAS RANGER TOTAL TREE CANOPY COVER OVER PEDESTRIAN PATHWAYS 0 I ■ L • 1 O O 5 GAL. SIZE o I ■ AFTER 15 YEAR ESTABLISHMENT = 3,869 S.F. (60% COVER OF TOTAL ■ I ° ° l ® Q MGAICA CALIFORNICA, PACIFIC WAX MYRTLE L PATHWAY W / TREE CANOPY AFTER 15 YR. ESTABLISHMENT PARKING LOT HARDSC E 6 5 GAL. SIZE o I I 1�� N I ■ >>6� AREAS RHUS INTEGRIFOLIA, LEMONADE BERRY SHRUB PLANTING SHALL BE MINIMUM FIVE-GALLON SIZE. 0 5 GAL. SIZE I a I WESTOINGRIA F. 'WYNABIE GEM',COAST ROSEMARY L • TOTAL OFF-STREET PARKING AREA = 10,033 S.F. I a ■ I I P TREE CANOPY 5 GAL. SIZE co t� :II I 1 COVER AFTER 15 YR • TOTAL LANDSCAPE AREAS AT PARKING AREAS = 1,688 (16.8% I D ■ I �� ESTABLISHMENT PERIOD PARKING AREA) I I 3 4 6 \ • LANDSCAPE PLANTERS ALONG THE SIDES OF PARKING STALLS — SHALL CONTAIN A MINIMUM OF 90 SQUARE FEET AND THE I I ■ ■ SMALLEST OUTSIDE DIMENSIONS SHALL NOT BE LESS THAN SIX FEET. " � I 4 % 000 OOOpb I < .J �\ I O U I V;�� rX rw r_1 L I 3"G 3'G —S I „ " 3„ 3 G I w 8 S I I 8» 8»S g" 8„S g"g g"S — � ! F A L - - - GENERAL NOTES: CONCEPTUAL PLAN NOTE: T T • SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL GROUND COVER PER LEGEND, THIS IS A CONCEPTUAL LANDSCAPE `� I I AND MULCH MATERIAL WITH 'BINDER' MATERIAL SHALL BE APPLIED FOR EROSION CONTROL. PLAN. IT IS BASED ON PRELIMINARY G 6"G 36' 36 36"G 36"G 36"G 36"G 136"G 8"G 8"G 8"G 8"G 36"G 8"G T I • ROCK RIP-RAP MATERIAL SHALL BE INSTALLED WHERE DRAIN LINES CONNECT TO INFILTRATION AREAS. INFORMATION WHICH IS NOT FULLY I I�"G s"c ; s"c 8"c s"c s"c �s"G s"c s"c 8"c s"c s"G s"c • ALL UTILITY EQUIPMENT SUCH AS BACKFLOW UNITS, FIRE DETECTOR CHECKS, FIRE CHECK VALVE, AND AIR VERIFIED AND MAY BE INCOMPLETE. IT I I \ AR HOW R CONDITIONING UNITS WILL BE SCREENED WITH EVERGREEN PLANT MATERIAL ONCE FINAL LOCATIONS HAVE IS MEANT AS A COMPARATIVE AID IN , T BEEN DETERMINED. EXAMINING ALTERNATE DEVELOPMENT o � _ _ — • ALL TREES PLANTED 5' OR LESS TO HARDSCAPE CURB, WALKWAY OR WALL SHALL BE INSTALLED WITH DEEP STRATEGIES AND ANY QUANTITIES n - I ROOT BARRIER PANELS. 18" MIN. DEPTH X 10' LONG. BARRIERS SHALL NOT WRAP AROUND ROOTBALL. INDICATED ARE SUBJECT TO REVISION ' v� I E E . E E E E AS MORE RELIABLE INFORMATION I N I E E E E E 1 BECOMES AVAILABLE. � i T T T T T T T i T T T T T T T T I I N 16"W 16"N 16"W 16"W 16"W 16"W 16"W 116"W 16"W 16"W 16"W 16"W 16"W 16"W 16 W ® I I ® 115 ' IRRIGATION NOTE: WUCOLS PLANT FACTOR 1 � I i E E E E E i E E E E E E E E E N I 00 Q� THE PROJECT WILL BE EQUIPPED WITH A LOW THIS PROJECT IS LOCATED IN 'WUCOLS' `° `o FLOW IRRIGATION SYSTEM CONSISTING OF ET REGION '4-SOUTH INLAND VALLEY'. N I WEATHER BASED SMART CONTROLLER, LOW —E ,� I E FLOW ROTORS, BUBBLER AND/ OR DRIP H = HIGH WATER NEEDS 1 SYSTEMS USED THROUGHOUT. THE IRRIGATION M = MODERATE WATER NEEDS , WATER EFFICIENCY WILL COMPLY WITH THE L = LOW WATER NEEDS COUNTY'S WATER CONSERVATION IN VL= VERY LOW WATER NEEDS LANDSCAPING ORDINANCE AND THE WATER EFFICIENT LANDSCAPE DESIGN MANUAL. 18831 Bardeen Ave. - Ste. #100 NORTH 2�� 4�� 6�� Irvine, CA 92612 CONCEPTUAL L DSCAPE PL SCALE: 1 = 20'-�� SCOTT PETERSON LANDSCAPE ARCHITECT, INC. 2883 VIA RANCHEROS WAY (949) 863-1770 CORE5 FALLBROOK, CA 92028 WWW.hparchs.com INDUSTRIAL PARTNERS DATE: DECEMBER 13, 2021 PH: 760-842-8993 NE CORNER OF ARROW ROUTE & ROCHESTER AVE CITY OF RANCHO CUCAMONGA, CA SECTION A-A' KEY NOTES: SECTION A-A' KEY NOTES: 1. CONCRETE CURB PER CIVIL PLANS 1. CONCRETE CURB PER CIVIL PLANS 2. PROPOSED STREET TREE PER CONCEPTUAL 2. BACKDROP SCREEN TREE PER CONCEPTUAL LANDSCAPE PLAN LANDSCAPE PLANS 3. NEW SIDEWALK PER CIVIL PLANS 3. NEW SIDEWALK PER CIVIL PLANS 4. LOW GROWING GROUNDCOVER AT 4. LOW GROWING GROUNDCOVER AT LANDSCAPE PARKWAY LANDSCAPE PARKWAY 5. EROSION CONTROL GROUNDCOVER AT 5. EROSION CONTROL GROUNDCOVER AT SLOPE AREAS SLOPE AREAS 6. 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III III I I�I I I_I I�I I I_I I�I I I_III_III_III-III_III-III_I I�I I I_III_III_I I�I I I_I I�I I I_I I�I I I_I I�I I I_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I 1I- '�1= _ - _ - - - - - - - - - - - - - - - - - - - - _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - I III Ill ll Ill ll�ll LI�1-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III LI-11 � I�� I�� III I� I I� I I� I I� I I� I I� III I� I I� I I� I I I��JL��ILI-I�J1��J1��J1�J_ '-111 111==1J1 LI 1=ll1=1ll�J1=I 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 I In I In I In I In I In I In I In I In 11=1ll, ` - I i- 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I Ed I�I I I- -�i i-III-I I i-� '-�i i-1 11-1 I I-III-III-III-III-III-III-III-III-III-III-III I I�' J1-1J- 1=1J-1 I I-III-III-III-III-III-III-III-III-III-III-III-I 11=1 - I-I I-I 11-I'' "�I 11=1 11=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1n 11= —� _ 11-I- -I��III-III-III-III-III-III-III-I 11=1 11=1 11=1 I I=�L �L " 11 11 L " -� 1�J1=1J1 1J1 III-I 1=1 11=1 I-III-III-I 11=1 1=1 11=1 i�- "1=J1=1ll.I I F III-III, ,III��Illiiillllllllllllllllllllllllllliiilll��,III=III-i SECTION 'C-C', LANDSCAPE ALONG ARROW ROUTE SECTION 'D-D' SCALE: 1"= 10'--0" SCALE: 1"= 10'--0" GENERAL NOTES: CONCEPTUAL PLAN NOTE: • SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL GROUND COVER PER LEGEND, THIS IS A CONCEPTUAL LANDSCAPE AND MULCH MATERIAL WITH 'BINDER' MATERIAL SHALL BE APPLIED FOR EROSION CONTROL. PLAN. IT IS BASED ON PRELIMINARY • ROCK RIP-RAP MATERIAL SHALL BE INSTALLED WHERE DRAIN LINES CONNECT TO INFILTRATION AREAS. INFORMATION WHICH IS NOT FULLY • ALL UTILITY EQUIPMENT SUCH AS BACKFLOW UNITS, FIRE DETECTOR CHECKS, FIRE CHECK VALVE, AND AIR VERIFIED AND MAY BE INCOMPLETE. IT CONDITIONING UNITS WILL BE SCREENED WITH EVERGREEN PLANT MATERIAL ONCE FINAL LOCATIONS HAVE IS MEANT AS A COMPARATIVE AID IN BEEN DETERMINED. EXAMINING ALTERNATE DEVELOPMENT STRATEGIES AND ANY QUANTITIES INDICATED ARE SUBJECT TO REVISION AS MORE RELIABLE INFORMATION BECOMES AVAILABLE. 18831 Bardeen Ave. - Ste. #100 _ Irvine, CA 92612 CONCEPTUAL L D PE ECTIONS SCOTT PETERSON LANDSCAPE ARCHITECT, INC. ` (949) 863-1770 2883 VIA RANCHEROS WAY CORE5' FALLBROOK, CA 92028 www.hparchs.com - MDUSTRIA L PARTNERS NE CORNER OF ARROW ROUTE & ROCHESTER AVE CITY OF RANCHO CUCAMONGA, CA DATE: OCTOBER 28,2021 �"� PH: 760-842-8993 cn � PROJECT o ILEGEND ' o i 11 .2 LIMITS Al I L ROCHESTER AVE E'LY FOOTHILL BOULEVARD ''� (� 1164.4 CL , R 1�1 , ¢ I I 11 3 4 APN: 0229-022-08 64 20 �P w a- i APN: 0229-022-04 x > _ , I ^ ^ FOR IMPROVEMENTS WITHIN F 1 o I- - UILDING WALL w I � STREET R/W SEE ROCHESTER 1 z �o o i D �. o c> U �. z - m o ^ o o A ^ o ^ rn TYPICAL X-SECTION 1 > 0 1 C ^ � > U U H cn cn o U � w J c� N , , , , , a O cn 1 U v O ^ o F_ � o z �w 36 28 5 10 5 U II w oo N o w N , O JO cn w 0 'r? M rn N w n 11 3 6 I cn DAY CREEK BLVD 6 o , � = `n w cn D- ,\ - C� o o N o n _ „ ro x i FF PER PLAN w N7ERSTAIE I CD , o z I N = X w o o w co co C° o co 1.8% = 15 x ' ¢ O z w o `. .� .� o O 1162.18 FS I = o 1 `. O I I ~ w I o co o . p PROPERTY LINE .� 1163� a GB o - \ 1 � 16_"� j �P I ARROW ROUTE - N89°42'02"E 376.06' f- PROP. SWALE 11 �- 1. 83 % 0 55 EXIST. GATE 1164 45 FL 1162.46 FL/1' 2.5% I J ' 1164.3E FS 1165.0 FG -- 3'59% 1162.6E FS W �w ; CURB 1165.17 FF PAD=11 4.67 GB I 1162.00 FL m o n Y) I R TURN I I 1163.96 FS 1165.17 FF 2.0° S bi z 0 9 SECTION EXIST. GROUND z 'n o 1164.65 FS o �C`' c`! ° _ o 1163 co 1 SCALES: H=20A�,�kT VICINITY MAP _ _ _ _ _ _ _ 2 5% NOT TO SCALE I i N I o 1� ° __� 1163.4 1165.09 FF 1164.99 F 4.0 . I 1.38%-R N 1.38% 161.79 FL V=4 116 .58 FL 1 63.6� FS o �� A 1165.05 FS cn cn LL_ 116 .58 INV 0 5% 16 .81 FS 1165.05 FF I o a I ,n N ° 1065.01 FS ,L `_o C_i I N E 1 U i � 1165.0 FIG f CD ^� C� 11 1 ° 1164.9 FIG Co m a' coC° 1165.00 FF ° N o I ro r Z I �i Y a 1165.00 FF 116'5.00 FF PAD-1164.50Ld I I 6 X J 116 .4 I i 1163.89 FL 11 1 I N E'LY w �. 1 116 5 55 69 19 PL 1 I D w 6 2 0 �4.73 F �_ I M PROP. Z I 1164.83 FS T 4.5% I I � E- E o O BUILDING WALL 4.5% 1162.2E FS �. FENCE CD w I I w 1164.87 FF °� z ;74 Ld ' 0.5% I oz" �I Z ¢ 36.00 28.00 20.00 205.00 J 3.52% � a A FF PER PLAN P J = = I � A o x - I 64.00'n I i 1160.87 FS N 1162.19 FS a v v w o - ' ° ' 00 r� ____ PRpP. SIDEWALK I TRUCK COURT r i 2.617 co �� , a FINISHED SURFACE PCC PVMT. I X ELOCATE I ( ) r �CC5 1.0% �' ,9 ° RCMU FACILITIES P.I.P. 1.0% - L____ EXIST. SIGN �' a o 261% -- 1.0% 2.5% / W -� p I J JAI\ D B ;---- N B - - - - - - - -o% / 59.E P M PROP. 12'x40' N °O N° e I x - - - - XIST. GROUND - O - - / BUS PAD ° I Ci N DO , - - - - - PROP. FLOWLINE - - 0 � `� ,�2 - - - - - - - - - o ar i 2 5% M PROP. CURB W 116 .4 I i I o i� o CMU FACILITIES (P.I.P.) o 1161.6 0 1� z 0co -4 11 SECTION B-B RELOCATE O x -- - N I SCALES: H=20 Z I EXIST. SIGN ° I L C14a 2 16% z o� o V=4 fo I '� co N > Z to w 1160DI - .44 TG 1 0 a� o J Im Op 1156.44 INV ---- 12 L� o z Q CD BUILDING WALL N J 1160.48 FS Z N'LY ARROW RT o o f I I o --- D R/W CL 00 5' 28' 64' n I C' ' b �' - 1164.47 FF STORM WATER W w i "o 00 1164.43 FS CLARIFIER UNIT FF PER PLAN I FOR IMPROVEMENTS WITHIN N'LY � I N ° 0.5% 1 STREET R/W SEE ARROW ROUTE 0 _ cn I N _ I TYPICAL X-SECTION 'S, BUILDING WALL � 1� .5 � N II ,n � z O z 2.7 J ♦♦^^ 1 49 745 SF �_ o p N CV x PROP. FENCE 5' 14' 50' W o wI EXSIT. BUILDING WALL 1 ZIrlo APN# 0229-021 -9 Co In C° I �I I FF PER PLAN 1 1160.27 TG 1.0% CO Lo ; II 1160.5 1156.27 INV `L 0.5% 11 �r o I x � -' ELO ATE o a_ o a 1160.32 FS Lq f I rV U = D SD I II EXIST. SIGN z o I O I m I 1164.32 FF x - - - - - - - - - - _ Lq 1161.7E FS 1161.48 FS �; - 2.5% 1 0 1160.38 FS o 1160.33 FS 0 1.0% 0 1.0% GATE o - - 1 I I EXIST. GROUND 116 .5 Ln cn \ 1164.2' FF 1160.7E FS c EXIST. GROUND \ b I X I w 1164.2E FFA _ 1.0% Coo bi 0 00 EXSIT. CONCRETE L,., I 4 0% U o TRASH ENCLOSURE PROP. SWALE CHANNEL s I z I 1163.58 FS o o m PER CITY STANDARDS DI c) I c' SECTION C-C SECTION A-A Q o 0 6' 1 661.11 FL/GB � � co 1 00 cn 00 w w _ SCALES: H=20 SCALES: H=20 O � I 'r' z I� � U o0 Lq V=4' V=4' r�i I 1159.6 > O P 'Lu EXIST. TRAFFIC SIGNAL cn z - w DI F 1 o 15 .5 ' � of Oo CD CD `" �' a AND LIGHT POLE TO BE z C rn ` . C I `� C° CD m w I w w I RELOCATED C° o a_ w 1 m I 1161.15 FS > m zo w o „�q � o �Ln DfQ )I 5' GB - > = w o II �i 1156.66 TG D- m I o I 00 � z \ I ' �' I `�' II 1164.01 FF 1156.41 FL/FG a- cn FF I 1163.35 FS I 1161.19 FL 1 C" "' "' o o I , w I 1153.68 INV PAD=1163.51 I ��60 _ = � � SLY N'LY CL oo o R/W 50' 64' R/W REMOVE EXIST. CMP & I l 1158.84 TC ° ° 1164.0 FG 1159.75 FS EXTEND STORM DRAIN I r � �- 1163 -- _ � 4'92% 1159.3 L I 38' 50 14' TO PROP. CATCH BASIN ' ____ LEGEND - I EXIST. AC PVMT. 42' I 8' 6' o I I SD PROPOSED STORM DRAIN 2 0 1161 - I EXIST. AC PVMT. I , a' 1' 0'5 S PROPOSED SEWER ' PROP. CD A- I 1' AC REMOVAL+ W PROPOSED WATER I I I � �, �, "' ROP. 18 SD 0.5% \ __ ___ _ _ __ - - D \ - - - - - - - EXIST. 24" RC I � °;P`�'J - � _ N rn_ _ __� 1158 == sD� -- � ° s � o \il- - - - - I - - - � ' . t - GB GRADE BREAK \ w ' ° e SIDEWALK gg°40'31"E 368.89'- �r T_GUY WIRE (P.I.P.) 1157.90 FL/FG 1158.50 F P. SIDEWALK _ - I / I X1157.02 FG FL - - - - - - - - - - - -°°j � - _ - - ° R=14.5' EX. C&G PRO -R- - - RIDGE LINE ° J ° °° 1158.65 TC PROP. 8 C&G PROPERTY LINE 4. INV '° oo ° 1158.83 FS JOIN EXIST. PROP. ADA�PI o I (o ° R=39.5 0.67% - CL R=35.00 I PROP. CB�R�W _ EXIST. FH (P.I.P.)-� 0 4% ��EXIST. GURB & GUTTER PROP. AC/AB CD ' ARROW ROUTE - TYPICAL SECTION - - EXISTING R/w 3"G 1 .5% 3"G � '' - LOT LINE 1157.7 w 1156.93 TC I EXIST. PP (P.I.P.) _ HORIZ.: 1 =20 , VERT.: 1 =4 - - EXIST. PEDESTRIAN SIGNAL I 8"s T_ 8"S PROP. RIGHT TURN LANE 300' - - x TO BE RELOCATED - 8"s 1157.72 TC 8"s 1158.02 TC 8" $"s PROPOSED R W PROP. 3" GAS LINE JOIN EXIST. JOIN EXIST. J 0 8" k 8 sEXIST. STRE L GHT & ' � >_ EXIST. WM TO B o PROPOSED CURB OPENING INLET 1156.16 FL o PROP. 8" C&G EXIST. 8" SEWER LINE z cwn EXIST. 36" HIGH w REMOVED AN4 C PPP ED 3 PROPOSED STREET LIGHT UTILITY POLE P.I.P. N 1146.96 INV o ' - - 1158� 1158.E > I 5g ( ) �� cn 0 1157.6 PROP. 8" GAS LINE _ w co PRESSURE GAS LINE o PROP. FIRE WATER SERVICE E'LY VARIES W'LY PROPOSED AC/AB 6" 36"G 6"G 36' 36" 36"G 36"G o 36"G 36"G i36"G �36 � 36"G - 36"G 36"G 36"G b 36"G 36"G- R/W 44-63 CL 64 R W CF CURB FACE E CB CATCH BASIN i - 1158.5 C&G CURB & GUTTER L5 G G G G .=.w II G G I 38' 36' 28' G G G G G- I EXIST. AC PVMT. > STREET CL INT. i ``' , X 29 CDS CONTECH CDS UNIT� �° EXIST. 10 Wx7 H RCB 1 I ' � 30+00.00 ROCHESTER AVE= I EXIST. 24 RCP I R R 11 1/ Y R 0 T E I I EXIST. AC PVMT. 6' I N 117+78.75 ARROW ROUE I �N T 1 I CL CENTERLINE o I 1157.3 1 19 1157 s , - - - 1159.5 - 1' AC REMOVAL i - - - o DAYLIGHT x M 1 - - 1201 N89°4031 E 121 - - - - - - - - - - - I - DWY DRIVEWAY -_ _ I 1 , I - - - - - - i 2:1 MAX EXIST. EXISTING A N E E E E E E E E - PROP. MEANDERING EG EXISTING GROUND CD EX. C&G SIDEWALK FF FINISHED FLOOR 11 7. t I E E I „ +� X T 18" OUTLET PIPE CONNECTS T T T T T I T T T T T T T T TPROPC&G FS FINISHED SURFACE o 16"W 16"W 1PUBLIC Vl R_B INLET_ I� �� _ 16"W 16"W 16"W 16"W 116 W - 16"W- 16"W - 6"W �6"W 16"W 16"W 16"W 16"W- PROP. AC/AB FL FLOWLINE J ® I 115 I REMOVE EXIST. CMP & EXIST. 16" WATER =XIST. PHONE LINE x GB GRADE BREAK ROCHESTER AVENUE - TYPICAL SECTION INV INVERT EXTEND STORM DRAIN / 1 TO PROP. CATCH BASIN E E E E 1157.4 E - _E 1158.5 E E E E E E HORIZ.: 1"=20', VERT.: 1"=4' LA LANDSCAPE AREA z LP LOW POINT u 1 O O Q(o co � LT. LEFT rn 1159.8 N.A.P. NOT A PART n E E I E 0 P.I.P. PROTECT IN PLACE PP POWER POLE d PL PROPERTY LINE UTILITY PROVIDERS PROP. PROPOSED RD ROOF DRAIN c LEGAL DESCRIPTION ELECTRICITY SEWER RT. RIGHT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO CUCAMONGA, EARTHWORK VOLUMES SOUTHERN CALIFORNIA EDISON CUCAMONGA VALLEY R/W RIGHT-OF-WAY 3 COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: 287 TENNESSEE ST. WATER DISTRICT STL STREET LIGHT r CUT (CY) FILL (CY) REDLANDS, CA 92373 10440 ASHFORD ST. T.E. TRASH ENCLOSURE PARCEL 1 AS SHOWN ON CERTIFICATE OF COMPLIANCE NO. 698, AS EVIDENCED BY DOCUMENT RAW 1,520 7,660 (909) 307-6788 RANCHO CUCAMONGA, CA 91730 CD CD TP TOP OF PAVEMENT11 RECORDED AUGUST 1, 2014 AS INSTRUMENT N0. 2014-0279161 OF OFFICIAL RECORDS, BEING (855) 654-CVWD(2893) TC TOP OF CURB O1 MORE PARTICULARLY DESCRIBED AS FOLLOWS: OVEREXCAVATION 5,771 5,771 WATER ul SUBTOTAL 7,291 13,431 TELEPHONE TG TOP OF GRATE A THE WEST 350.05 FEET OF LOT 105 OF MAP OF ROCHESTER, IN THE CITY OF RANCHO CUCAMONGA VALLEY EP EDGE OF PAVEMENT � CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK SHRINKAGE 10% 729 - WATER DISTRICT AT&T WSE WATER SURFACE ELEVATION 11 9 OF MAPS, PAGE 20, RECORDS OF SAID COUNTY. 10440 ASHFORD ST. 1452 EDINGER AVE, 3RD FLOOR SUBSIDENCE 0.1' - 380 TUSTIN, CA 92780 WLRT RETAINING WALL TOP L TOGETHER WITH THE EAST 60 FEET OF ORANGE AVENUE ADJOINING SAID LOT ON THE WEST, - RANCHO CUCAMONGA, CA 91730 (714) 507-3526 SDCCT CONCRETE CHANNEL TOP SPOILS 200 (855) 654-CVWD(2893) VACATED AND ABANDONED BY ORDER OF BOARD OF SUPERVISORS OF SAN BERNARDINO COUNTY, RCB REINFORCE CONCRETE BOX v A CERTIFIED COPY OF WHICH WAS RECORDED DECEMBER 18, 1936, IN BOOK 1177, PAGE 320 OF TOTAL 6,762 13,811 BENCHMARK RCMU RANCHO CUGAMONGA o OFFICIAL RECORDS. GAS CABLE m 7,049 CY SHORT RANCHO BENCHMARK NO. 10010 MUNICIPAL UTILITY SOUTHERN CALIFORNIA GAS CO. CHARTER , RCP REINFORCE CONCRETE PIPE 0 EXCEPTING THEREFROM THAT PORTION OF PROPERTY CONVEYED TO THE COUNTY OF SAN NOTE: NGVD29, ADJUSTED 1796, LEVELED 1987, ELEVATION=1065.641 1981 W. LUGONIA AVENUE 7337 CENTRAL AVE. 0 10 20 40 60 0 BERNARDINO BY DEED RECORDED SEPTEMBER 28, 1925 IN BOOK 17, PAGE 414 OF OFFICIAL EARTHWORK ESTIMATE IS PRELIMINARY AND BASED ON DESCRIPTION: 2 BRASS DISK IN THE SOUTHWESTERLY LEG OF 0 RECORDS. CONCEPTUAL DESIGN ONLY AND TAKES INTO ACCOUNT REDLANDS, CA 92374 RIVERSIDE, CA 92504 PRELIMINARY SOILS PARAMETERS PROVIDED BY THE (800) 427-2200 (951) 406-1613 SOUTHERN CALIFORNIA EDISON TOWER NO. 15 STAMPED "S.B. CO. L Q SURVEYOR B.M. 1.22", 0.3 MILES NORTH OF 4TH STREET, I APN: 0229-021-97 SOILS ENGINEER. ADJUSTMENTS MAY BE REQUIRED 100 FEET EAST OF CENTERLINE OF ETIWANDA AVENUE SCALE 1 = 20 � BASED ON FINAL DESIGN OF SITE PAVING THICKNESS. SITE AREA: ADDITIONAL ADJUSTMENTS MAY BE REQUIRED BASED NET AREA: 102,517 SF (2.35 AC) DESIGNED BY u ARCHITECT ENGINEER DEVELOPER/ OWNER ON SITE SOIL CHARACTERISTICS EXPERIENCED DURING CONCEPTUAL GRADING DRAINAGE AND UTILITY PLAN R P. SHEET CONSTRUCTION. EXISTING IMPERVIOUS AREA: 0 SF DRAWN BY 1 HPA, INC HUITT-ZOLLARS CORE5 INDUSTRIAL PARTNERS NEW IMPERVIOUS AREA: 84,863 SF FOR M.M. OF M 18831 BARDEEN AVENUE, STE 100 3990 CONCOURS, SUITE 330 300 SPECTRUM CENTER DR. STE 880 IRVINE, CALIFORNIA 92612 ONTARIO, CALIFORNIA 91764 IRVINE, CA 92618 REMOVAL & REPLACEMENT ARROW AT ROCHESTER INDUSTRIAL HUITT-ZOUARS, INC. DEED BY SHEETS � PHONE: (949) 863-1770 PHONE: (909) 941-7799 PHONE: (949) 467-3290 OF IMPERVIOUS: 0 SF NE CORNER OF ARROW ROUTE AND ROCHESTER AVENUE 3990 CONCOURSE, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 CONTACT: STEVE HONG CONTACT: RYAN PENG CONTACT: JON KELLY, VP FIELD BOOK JOB NO. CITY OF RANCHO CUCAMONGA, CA R313593.01 E 0- (`') (U (U 0 Cu M U CD /i SIDEWALK CLEARANCE ZONE X W I +' 3 o d J I � 3 N c 2 0 EXIST. POLE— I GUY WIRE v 3 I y - 6.67' MIN R/W CD 14' �/ / X 2.5' 1.5 //� 6' r�/i 4' 1' s SIDEWALK 2% LD FINISH SURFACE o PROP. 8" C&G EXIST. GROUND N PROP. AC/AB A CD 0 SCE POLE & GUY WIRE SECTION L Ln HORIZ.: 1 "=5', VERT.: 1"=5' s u 0 o, d FOR 3 0 APN1229-021-97 ARROW AT ROCHESTER INDUSTRIAL CITY OF RANCHO CUCAMONGA o U DESIGNED BY R.P. SHEET DRAWN BY o HUITT ~ZOLLAR R.P. of M CHECKEDBY SHEETS i HUITT—ZOLLARS, INC. � 3990 CONCOURSE, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 0 FIELD BOOK JOB N0. 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I � — ��/ �//��/.�iiii.�,�i�/ �iy/yi/,a/yi��, ,�'s--,�;, / © - ■ � ��0 • � y/ i7 �' O �� • � s' ,� y� �� / / / �i - .1�/ �/�i.�i//l//iGJ�/il♦//Y/i!//mil//iY//971 / // /// �l i/ v�♦ . i., //i!% // %//� •. 9/� � \ • �� .�� %�. - ,� / _ yip/i.�/ ,- d/�� /%%%%%%/.,�x�j////%%%/�////%%%% / / ra �' - r� �il♦��D�� /yi ��,�„y „a, s��/o� ia,o/ cam/,d� i �.�/ /��r � ,// // / ��/� .•/ // ��s i _ �, .rf/ �/.f�/ /�///lam ._- %ti� •• //ij •� �� , • /I��% �/ • \\ � I 1 � �/o�/t/�� /�iisi�i��ii�fi�-ems.////iY/il'%'// - - —ONE 3" GAS LINE EXIST. 24" RCP WA OVEREXCAVATION • • - • • • .•: 1 1 1• SHRINKAGE . . , . . . - .• . .- . . 1 . 1 . . SUBSIDENCE • :• DESIGNED BY SHEET )NCEPTUAL GRADING, DRAINAGE AND UTILITY PLAN R.P. DRAWN BY :: : • -1 1• ••• . . - 1 •1 rkM 1- ::• FOR HUITT ~ ZOLLARS M.M. OF ARROW AT ROCHESTER INDUSTRIAL HUITT-ZOLLARS, INC. CHECKED BY I III EM Lei 0 1=011 Loj MISS=FA I NE CORNER OF ARROW ROUTE AND ROCHESTER AVENUE 3990 CONCOURSE, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 D.W. SHEETS CITY OF • CUCAMONGA, • • i i I p A -11 E I I LEGEND PROJECT o O p 11 E13.5 1133 6 LIMITSO' x P 0 T INE EXIST. CURB & GUTTER FOOTHILL BOULEVARD EXIST. 30" RCP EXIST. CONCRETE DITCH 1163 �P� w PER RANCHO CUGAMONGA ��. DWG. 1997-D SOURCE CONTROL BMPs INCLUDED ONSITE FQ o I - - IDENTIFIER DESCRIPTION OF BMP RESPONSIBLE PARTY n I N3 LANDSCAPE MAINTENANCE BMP'S OWNER N7 PROVIDE SPILL PLAN OWNER w cn i I I c~n DAY CREEK BLVD 1N7Qf "' o ; I N11 LITTER/DEBRIS CONTROL PROGRAM OWNER = 15 1�6 _ - - - - - - i- - - - N13 HOUSEKEEPING OF LOADING DOCKS OWNER 0 n 16� o T I N14 CATCH BASIN INSPECTION PROGRAM OWNER SITE ARROW ROUTE CB#s A I -1162� N15 VACUUM SWEEPING OF PARKING LOTS OWNER 0 N17 NPDES COMPLIANCE OWNER (10 r�7 I I - I I , S1 STORM DRAIN STENCILING OWNER m 1165.00 FF L=27.6 w 1163.5 I I S3 REDUCED WASTE STORAGE POLLUTION OWNER Z o o I x PAD=1164.50 0 l 116 .4 I �1E S4 EFFICIENT IRRIGATION SYSTEM OWNER N VICINITY MAP 11 63 I IJ S5 LANDSCAPING MIN. 1-2" BELOW CURB OWNER NOT TO SCALE i w � 0 0 1162.4 I ZC' ✓ � o I � � o0 S U x r---- I E C Z EXIST. 36" RCP PER 1162.6 I A RANCHO CUGAMONG i x A DWG. 997-D I ' I E v v I"j � o BMP Inspection and Maintenance Schedule iLi BMP or Pollution Control i 8 I '"' d; a BMP # Latitude Longitude Inspection/Maintenance Activities Required Maintenance Provided By Frequency � �, Device I I I 62 � U � � � Catch Basin#1 34005'58.79" 117032'40.84" �11 ;---- I a Catch Basin#2 34005'58.26" 117032'40.84" 4 STORM DRAIN I a 1 I o � Catch Basin#3 34°05'58.28" 117°32'39.68" Inspect catch basin bottom for debris /remove debris and dispose as 1--+ I o 1 Owner Quarterly LINE A ---- a Catch Basin#4 34005'57.67" 117032'39.56" required. Zj 1161.4 < w � PROPOSED BUILDING x �---- M � m Catch Basin#5 34005'57.49" 117032'42.98" i I . z o ° Catch Basin#6 34005'59.83" 117032'43.88" �i9 �I �� I 1161 F I 6' ,�oa I o 1. Inspect and maintain the unit as required. -V _ k z J U Hydrodynamic Separator I Y PROPERTY LINE � 2 (CDS Unit) 34005'58.67" 117032'39.91" 2. Inspect unit bottom for debris /remove debris and dispose as Owner Quarterly �N CB 11 0 required. o ® v 1. Inspect/Maintain UG-Infiltration Basin Systems w c, E:) �! N14 L---- o D 2. Remove trash sediments and debris by jet-vacuumed and pump and U11 Quarterly and Prior to VBMP = 12,742 CF dispose of trash sediments and debris in a legal manner W I i �TORM DRAIN N17 2 3 Underground CMP System 34°05'59.02" 117°32'39.91" 3. Inspect system for standing water. If system has standing water, Owner storm event and 48 � � VPROVIDED = 12,818 CF� hours after storm has T. A-1 perform re-inspection within 48 hours. If system still has standing STO M DRAIN water then the system shall be jet-vacuumed and pumped and removed passed 0 1 LAT A-3 debris shall be disposed of in a legal manner. ll 11 � I PROP. R W CB#2 0 0 PROP. SWALE CB#3 a Trash Storage Areas and CD I S D FF_ m 4 Litter Control#1 34°05'88.22" 117°32'39.62" Inspect trash container, lids, screens and clean trash storage areas. Owner Weekly/As needed I , S ORM DRAIN 3 N14, S1 I I T. A-2 LJ 0 1. Inspect irrigation system general operation and durations. e EXIST. R/W ; ,I I, o TRASH ENCLOSURE v v 5 Efficient Irrigation* N/A N/A 2. Repair damaged sprinkler and drip irrigation lines as needed. \ o , °' W/ SOLID COVER I � I � 3. Reduce durations during the winter season to prevent over irrigation. S ORM DRAIN-----., N11, S13 0 Owner Annualy 6 I 1�6� I I NE A "' 6 Storm Drain System N/A N/A Inspect Catch basin signage for faded or lost signs/repair or replace 6 S gnage as needed. o _ Inspect loading dock for trash debris and sediments. Inspect loading 7 Truck dock N/A N/A dock for evidence of spills and broken containers. Clean up spills and Owner Daily j59.E 1�61 0 dispose of collected material in a legal manner. v 115 .5 - - rn 1159.5 I Inspect helth of planting and erosion of landscape area. Trimming x I I o a 8 Planting* N/A N/A Owner Weekly/Daily V„ 2 trees and bushes when needed. o m 1�5 I II �n 5 I I Z 9 Employee Training/ N/A N/A Building tenants to provide BMP training and hand out educational Owner Annualy/Upon hire v, I p L Education Program* materials. o ►�, �, I I 1�6 ST RM DRAIN "' Loading Dock and Parking _ - - _ _ _ = LA A-4 z 10 Lot Sweeping* N/A N/A Sweep loading dock and parking lot and truck courts. Owner Daily I l EXIST. 42" DESILTING INLET 1163 I 11 Roof Runoff Controls* N/A N/A Inspect/repair roof drains Owner Monthly/As needed. TO BE REMOVED AND REPLACED STORM DRAIN ��5 CB#4 * Latitudinal/Longitudinal coordinate is not appliciable Owner Quarterly WITH 21'W URB INLET 1161 NE A 3 N 14, S 1158 -- - - - CB#5 � ----- PROP. SWALE ------------ EXIST. 24" RCP STORM DRAIN E LY PER DWG. B27A o c� �~ LAT. A-a5 3'>G 5' 55' 69' 19' P EP L _ _ _ _ 1 _ _ _ 3"G 3„G -3Sz , 115 .7 I w OUTLET - PROP. R/W N'LY BUILDING WALL PROP. 18 OUTLET PIPE CONNECTS TO 0 a"s s"s s"s 8' 8"s 8's 8's PL FENCE $" \ PUBLIC CURB INLET EXIST. R/W 1157.4 BUILDING WALL , 5 EXIST. 42" DESILTING INLET \ x 3 - - - EXSIT. BUILDING WALL II I FF PER PLAN FF PER PLAN TO BE REMOVED AND REPLACED T 1157.6 1158 1158.E 1159- ��II „WITH 10'W CURB INLET 36"G 36"G 36"G- 36"G 136"G 36"G 36"G 36"G 36"G 36"G 36"G 3, II �0%' 0_5% 36"G 6"G 36 � T i �j TRUCK COURT II r _ FINISHED SURFACE PCC PVMT. G I G- G G G C i G- -G G G G G G G- 1158.5 w EXIST. 24" RCP \ x - 1 I I - 261% 1.0% 2.5% PER DWG. B27A I EXIST. 10 X7 RCB II I - - - - - - - _ r - ARROW ROUTE PER DWG. B27A III EXIST. GROUND 121 � .2 1159.5 -EXIST. GROUND / 0 1 1157.3 "9 1157.8 12D I - II - - - _ - _ - -PROP. FLOWLINE - n I - - - - - - - - - - - I JU I EXSIT. CONCRETE - - -E E E -E i E e E - E T T E E CHANNEL PROP. CURB SECTION A-A SECTION B-B T T SCALES: H=20' SCALES: H=20' LEGEND V=4' V=4' SD PROPOSED STORM DRAIN �� •� WQMP AND DRAINAGE BOUNDARY PER MEP PRINCIPLE BUILDING WALL N'LY ARROW RT t� PROPOSED CURB OPENING INLET W/ FILTER INSERT 5' 28' R/W 64' CL loil Alp PROPOSED LANDSCAPING AREA FF PER PLAN I ROCHECLER AVE 64' R'LW 20' CB CATCH BASIN 0.5% 18 FLOW DIRECTION y ,--BUILDING WALL ,,1 _ 5' 14' 50' # '' 1 36' 28' 5' 10' 5' WQMP BMP NOTES � ,0 �9f 1 i $% FF PER PLAN ` O INSTALL CONTECH UNDERGROUND 60" CMP INFILTRATION SYSTEM, SEE DETAIL ON SHEET 2 STORM DRAIN STENCIL - - I I I ,1�� CU N O INSTALL CONTECH CDS UNIT, SEE DETAIL ON SHEET 2 3 \I _ _ - - - - - _ I ti M NOT TO SCALE EXIST. GROUND - - _ _ _ _ _ _ _ _ _ _ _ " O INSTALL STORM DRAIN STENCIL, SEE SAMPLE HEREON - z - - - - - - - - - - - PROP. SWALE PROP. SWALE 0 T SECTION C-C SECTION D-D EXIST. GROUND 3 WQMP MANAGEMENT SCALES: H�204, SCALES: H VO4' Dt CL d DMA Area(SF) Imperviousness(%) Runoff Coefficient P 2yr-1hr P6 Drawdown Rate(48-hr) Design Capture Volume(CF) BMP LID BMP Volume Provided (CF) 3 * Underground Infiltration/ ** o DA 1 148,424 0.83 0.64 0.553 0.82 1.963 12,742 12,818 Detention System it *GROSS LOT AREA LO **THE UNDERGROUND INFILTRATION SYSTEM IS SIZED TO MEET THE CITY'S MEP PRINCIPLE. L WQMP BMP AS-BUILT CERTIFICATE Ln 0 1 HEREBY CERTIFY THAT THE NECESSARY WATER QUALITY CITY OF RANCHO CUCAMONGA MANAGEMENT PLAN BEST MANAGEMENT PRACTICE DEVICES HAVE 10, BEEN CONSTRUCTED UNDER MY SUPERVISION AND ARE ARCHITECT ENGINEER DEVELOPER/ OWNER FUNCTIONAL TO THE BEST OF MY KNOWLEDGE AS OF THE DATE HPA, INC HUITT-ZOLLARS CORE5 INDUSTRIAL PARTNERS BELOW. PRELIMINARY WQMP SITE ANDLO 18831 BARDEEN AVENUE, STE 100 3990 CONCOURS, SUITE 330 300 SPECTRUM CENTER DR. STE 880 0 10 zo 40 so DRAINAGE PLAN s IRVINE, CALIFORNIA 92612 ONTARIO, CALIFORNIA 91764 IRVINE, CA 92618 LO °' -------------------- ------------ PHONE: (949) 863-1770 PHONE: (909) 941-7799 PHONE: (949) 467-3290 SIGNATURE DATE Huitt-Zollars Inc. Ontario CONTACT: STEVE HONG CONTACT: RYAN PENG CONTACT: JON KELLY, VP ARROW AT ROCHESTER INDUSTRIAL SHEET 1 No. 2 ce SCALE 1" = 20' 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 0 L a PROJECT SUMMARY CALCULATION DETAILS CDS1515-3-C DESIGN NOTES •LOADING=HS20&HS25 •APPROX.LINEAR FOOTAGE=439 If. CDS1515-3-C RATED TREATMENT CAPACITY IS 0.50[14.16 Us]CFS,OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY CENTER OF CDS STRUCTURE,SCREEN AND IS 6.0[170 L/s]CFS. IF THE SITE CONDITIONS EXCEED 6.0[170 Us]CFS,AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. FIBERGLASS SEPARATION SUMP OPENING STORAGE SUMMARY CYLINDER AND INLET P THE STANDARD CDS1515-3-C CONFIGURATION IS SHOWN. •STORAGE VOLUME REQUIRED=12,742 cf. •PIPE STORAGE VOLUME=8,620 cf. F`OW •BACKFILL STORAGE VOLUME=4,198 cf. A a m •TOTAL STORAGE PROVIDED=12,818 cf. PIPE DETAILS -- -- < • i // \\� < •DIAMETER=60 IN. FLOW a< I •CORRUGATION=5x1 ----- t •GAGE=16 • TOP SLAB ACCESS COATING=ALT2 •WALL TYPE=Perforated (SEE FRAME AND COVER DETAIL) •BARRELL SPACING=30 IN. PVC HYDRAULIC SHEAR PLATE 36"[914]I.D.MANHOLE BACKFILL DETAILS 106'-0" STRUCTURE •WIDTH AT ENDS=12 IN. +/-651 d •ABOVE PIPE=6 IN. MAX, SITE SPECIFIC •WIDTH AT SIDES=12 IN. •BELOW PIPE=6IN. PLAN VIEW B-B ae Water a a ra ha DATA REQUIREMENTS N.T.S. OO O a STRUCTUREID CDS#1 WATER QUALITY FLOW RATE(CFS OR L/s) 0.39 PEAK FLOW RATE(CFS OR US) CONTRACTOR TO GROUT TO FINISHED GRADE C�NTECH° RETURN PERIOD OF PEAK FLOW(YRS) O o '9 GRADE �� t nes m SCREEN APERTURE(2400 OR 4700) N RINGS/RISERS �� PIPE DATA: I.E. MATERIAL DIAMETER FIBERGLASS SEPARATION °q� Qo Qo �0^ryti INLET PIPE 1 CYLINDER AND INLET • 9j�rFNgNCE cA ooe INLET PIPE 2 a OUTLET PIPE rn RIM ELEVATION w ANTI-FLOTATION BALLAST WIDTH HEIGHT INLET PIPE } > FRAME AND COVER B (MULTIPLE INLET PIPES N¢ OUTLET PIPE B (DIAMETER VARIES) NOTES/SPECIAL REQUIREMENTS: MAY BE ACCOMMODATED) �> NOTES o¢ N.T.S. •ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.ALL ----- ----- *PER ENGINEER OF RECORD ELEVATIONS,DIMENSIONS,AND LOCATIONS OF RISERS AND _ _ INLETS,SHALL BE VERIFIED BY THE ENGINEER OF RECORD DETAIL WILL BE PROVIDED IN FINAL WQMP PRIOR TO RELEASING FOR FABRICATION. ----- 1 •ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. r,- a GENERAL NOTES •ALL RISERS AND STUBS ARE 2%"x Y2"CORRUGATION AND 16 PERMANENT POOL 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. GAGE UNLESS OTHERWISE NOTED. OIL BAFFLE SKIRT °P ELEV. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECH ENGINEERED •RISERS TO BE FIELD TRIMMED TO GRADE. SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com •QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE ° a co 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. DRAINAGE STRUCTURES.OUR SYSTEM AS DETAILED PROVIDES SEPARATION i 1 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-2',AND GROUNDWATER ELEVATION AT,OR BELOW, NOMINAL INLETAND/OR OUTLET PIPE STUB FOR CONNECTION SCREEN 1'4"rO6] THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.CASTINGS SHALL MEET 0 TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. CO 5. IF REQUIRED,PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS •BAND TYPE TO BE DETERMINED UPON FINAL DESIGN. PVC HYDRAULIC SHEAR PLATE o NECESSARY DURING MAINTENANCE CLEANING. •THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN, I 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. QUANTITIES ARE APPROX.AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL.FOR EXAMPLE,TOTAL INSTALLATION NOTES EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SOLIDS STORAGE SUMP A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE SPECIFIED BY ENGINEER OF RECORD. ESTIMATED EXCAVATION FOOTPRINT. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. •THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. ASSEMBLY D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE PLEASE CONTACT YOUR LOCAL CONTECH REP FOR CENTERLINES TO MATCH PIPE OPENING CENTERLINES. MODIFICATIONS. SCALE: 1°= 1 Or E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS The design and inionnagon shown on this tlrewing is providetl PROJECT No.: SEC.No.: DATE: ELEVATION A-A SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. seM e to the Engineered Sol bons Lenglneerch').Neither this ® w _uT_ CAIJ® N.T.S. Contech Engineered Solutions LLC r neer and Ne¢ner by 8064 9759 10/20/2021 drawing,nor any partthereof,may be used,reproduced or ��\/ANTE H ` �\�-1 �� DY09759 Arrow at Rochester Industrial 4 modified in any manner wahout the prior wnden oonsent of �„� ��.,�ti` `_r� DESIGNED: DRAWN: ��IYG Contech.Failure to comply is done at the useh own risk and ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS Infiltration/ Detention Basin DYo Dvo ��►,NTE H cDs1515-3-C Contech expressly disclaims any liability or responsibility for such use. CHECKED: APPROVED: 1", www.ContechES.com Rancho Cucamonga, CA Dvo DYo III' ENGINEERED SOLUTIONS LLC ONLINE CDS If discrepancies between the supplied mrormadon upon which CONTECH v the drawing is based and actual field wnditions are encountered 9025 Centre Pointe Dc,Suite 400, West Chester,OH 45069 DYODS CMS® www.contechES.com as site work progresses,these discrepancies must be repmid DETENTION SYSTEM sHEETNO.: 9025 Centre Pointe Dr.,Suite400, West Chester,OH 45069 STANDARD DETAIL toC n-himmediately for re-evaluationonhedesign.contaoh 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING ccepls no liebiliry for designs based on missing,incomplete or DATE REVISION DESCRIPTION BY D 800-338-1122 513-645-7000 513-645-7993 FAX CONTECH 60" CMP SYSTEM CONTECH CDS 1515-3—C � 2 NOT TO SCALE NOT TO SCALE SYSTEM DETAIL WILL BE PROVIDED IN FINAL WQMP UNIT DETAIL WILL BE PROVIDED IN FINAL WQMP E C R R N cu (V 1 V W A c 0 C, O T C J Ol 3 a a f 0 3 a J d f CI 3 0 C Ol N In 0 C L W Nun N t C, O CITY OF RANCHO CUCAMONGA '--i C, L Q PRELIMINARY WQMP SITE AND L O 01 I.ARS I U11 Is FzDRAINAGE PLAN tr In Huitt-Zollars, Inc. Ontario ARROW AT ROCHESTER INDUSTRIAL SHEET 2 NO. 2 M 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 0 L Q OVERHEAD UTILITY EXHIBIT i >_ PP(4317962E) ca N N 0 I N a. LEGEND. N "O OHP — OVERHEAD POWER T — TELECOMMUNICATIONS N — POWER POLE (PP) > Ld 1" = 100' 0 ~ d 0 PP(13773O6E) J PROPERTY LINE Ld I X W I PP(413257OE) 10 d N I N 0. m EX. ELEC. VAULT i / v 0 I I R/W PROPERTY LINE CD SITE s e APN: 229-021-97 w I PP(13773O5E) +> s O I X F j O I In � �R/W — — A IN o PP(427O174E) ARROW ROUTE m — — — — — � — — — — — - Tn a, A PP(412O213E) PP(4120213E)�� In OHP OHP OHP 363' 189 L 7 � PP(412O214E) Qj PP(412O215E) s u 0 d 0 FOR 3 APN:229-021-97 ARROW AT ROCHESTER INDUSTRIAL CITY OF RANCHO CUCAMONGA o U DESIGNED BY SHEET R.P. 1 _ DRAWN BY C? HUITTZOLLAR~ D.S. of o 1 "' CHECKED BY HUITT-ZOUARS, INC. 3990 CONCOURSE, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 D.W. SHEETS 0 FIELD BOOK JOB N0. i R313593.01 a DESIGN REVIEW COMMENTS February 15, 2022 7:00 p.m. Tabe van der Zwaag, Associate Planner LOCATED AT THE NORTHWEST CORNER OF HILLSIDE ROAD AND RAM COURT - HILLSIDE DESIGN REVIEW DRC2020-00073 — MO+RE DESIGN SOLUTIONS — A request to construct a 4,210 square foot single-family residence with an attached 958 square foot 3-car garage and 932 square foot subterranean storage room on a vacant property totaling 25,100 square feet within the Very Low (VL) Residential District, the Hillside Overlay District and Equestrian Overlay District at 5462 Ram Court —APN: 1061-381-17. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303 — New Construction or Conversion of Small Structures. Site Characteristics: The 25,100-square foot vacant project site is located at the northwest corner of Hillside Road and Ram Court in the Very Low (VL) Residential District, the Hillside Overlay District, and the Equestrian Overlay District. The property dimensions are approximately 261 feet along the north and south property lines and 100 feet along the east and west property lines. The downslope lot has an elevation of approximately 1,890 feet as measured at the north property line, and an elevation of 1,878 feet at the south property line, for a total grade change of 12 feet from the north to south property lines. The street improvements have been installed along Hillside Road and Ram Court and the required equestrian feeder trail was installed as part of the surrounding tract. The applicant will be conditioned to install the right-of-way landscaping. The existing Land Use, General Plan and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Vacant Land Very Low Residential Very Low (VL) Residential District* North Single-Family Residence Very Low Residential Very Low (VL) Residential District* South Single-Family Residence Very Low Residential Very Low (VL) Residential District* East Single-Family Residence Very Low Residential Very Low (VL) Residential District* West Single-Family Residence Very Low Residential Very Low (VL) Residential District* Hillside Overla District&E uestrian Overla District Project Overview: The applicant proposes constructing a 4,210 square foot single-family residence with an attached 958 square foot 3-car garage and a 932 square foot subterranean storage room on a 25,100 square foot vacant property at 5462 Ram Court—APN: 1061-381-17. To accommodate the proposed development, earthwork quantities include 301 cubic yards of cut, and 697 cubic yards of fill. Generally, areas to be cut are located at the northern portion of the property, whereas areas of fill are located at the southern portion of the property. To facilitate these changes in grade elevation, the applicant proposes retaining walls near the north and south property lines which will be constructed of split face concrete masonry blocks. DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2020-00073— MO+RE DESIGN SOLUTIONS February 15, 2022 Page 2 Architecture: The proposed single-story residence exhibits a contemporary architectural theme and includes a Tesla Solar Roof with "Textured Glass Tile," stucco finish, and stacked stone veneer wainscot at each elevation. Other architectural features include corbels at hip-roof tower elements and treated wood trellis awnings with corbel supports at the east, north and south elevations. The color pallet, provided by Dunn Edwards, illustrates a subdued aesthetic, with the main wall stucco color and underside of eave stucco to be painted "Cool December" (DEW383), with fascia and trim board colored "White" (DEW380) and foam pop-out elements and window frames painted "Trail Dust" (DE6123), and "Espresso Machiato" (DET680), respectively. The residence was designed in compliance with the Hillside Design Guidelines (Section 17.122.020.D.2 of the Development Code) including minimizing grading and breaking up the building mass through the use of multiple wall plane changes and the incorporation of a covered patio. The proposed single-family residence exceeds all applicable development standards for the Very Low (VL) Residential District and the Hillside Overlay District, as shown in the table below: Proposed Project Development Code Building Height 24 Feet 30 Feet maximum Front Setback 44 Feet 42 feet +/- 5 feet minimum Side Setbacks 10.38/27.09 Feet 10/27 Feet minimum Rear Setback 107 feet 60 Feet minimum Excavation Less than 5 feet 5 Feet maximum Retaining Wall Height 4 Feet 4 Feet maximum Lot Coverage 23.1 Percent 25 Percent (maximum) Staff Comments: Staff supports the proposed building design and site plan layout. The project complies with the Development Code standards of the Very Low (VL) Residential District and the Hillside Overlay District. The proposed building design uses varied building materials and significant wall plane articulation. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning, etc.) of the proposed project and recommend the selected action below to the Planning Director: x❑Recommend Approval of the design of the project as proposed by the applicant. ❑Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning. ❑Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director. El Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: DRC COMMENTS HILLSIDE DESIGN REVIEW DRC2020-00073— MO+RE DESIGN SOLUTIONS February 15, 2022 Page 3 Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Michael Smith, Principal Planner PREPARED BY APN: 1061-381-18-0000 EXISTING HOUSE N ZONE: RS - SINGLE RESIDENTIAL ( F.F. 1887.40) jm0 + REj OWNER: LINDA BROWN TO REMAIN(NOT A PART) �� USE: S.F.R. I SCALE= 1:20 DESIGN SOLUTIONS N�pU� A 5 20 14176 AMARGOSA RD.STE.C VICTORVILLE,CA 92392 Ai 42.00' 0 10 50 WWW.MOREDESIGN.US A / B.S.L. EMAIL: ±128.00' 88 17 29.72' CONTACT@MOREDESIGN.US o� N 1g$0 57 PH:(760)669-0613 mQ co ¢ao `G. 19 o SHED 4 0 T PROJECT ADDRESS: 125.69' oTA'ART, N 89° 48' 20" E 261.49' A.P.N.: 1061-381-17-0000 41 AW.M• o 20 c A-0.2 A-0.2 7 4O TRACTR INFO:TY 138 0 LOT 1 Q '�-00j0 Q 24'SQ. 5 O v w v W w CORRAL I M U rn E ¢ U co AREA p 0 o W Q Z) � 11.47' -- 15 NXa p � ° w o - a ¢ 04 U) a o w I- -- - J = SIGNATURE: q w o c;` PROPOSED o w �� o �` SINGLE FAMILY RESIDENCE a I 5 6 8 Q (D w N LIVABLE AREA: 4,210 SQ. FT. I 16 30.00 C) Q j I 11 A® �\ i GROSS BUILDING: 6,735 SQ. F 9 z cn N I CONSTRUCTION TYPE: V-B 32.81 18.00 a [if Lu ° OCCUPANCY: R-1 1876 44) Q w z CD ZONE: VLR - LOW RESIDENTIAL ( 1 iF�.187547) z PROPOSED 7 .00 I 4 3 CAR GARAGE: N44.34' A.P.N.: 1061-381-17-0000 958 SQ. FT. 13 l C.1875 89 BASEMT ) 1874.88 SQ. FT. O 16.13' A o.2 188p --- ---- 5 -- 18 GOVERNING - OJ - - - - ______ 5 4 3 1 THESE PLANS SHALL COMPLY WITH 2 20 THE 2019 CALIFORNIA BUILDING CODE $� ° 9 (T.0 WHICH ADOPTS THE 2019 CMC, 2019 N m pFz o N N 89 35 40 E 241.63 I (F 187g46) CPC, 2019 CEC, 2019 CGC, 2019 CRC o l 1874-81) b AND THE 2019 ENERGY STANDARDS l i9 ooAS WELL AS MUNICIPAL CODE ON WHICH THE PROJECTS IT'S CD 0 01 QUESTRIAN D E V E L O P E D AN N M o 1$�1ti1 EASEMENT m a a s y 12c2l No. REVISION DATE 6 �G�`��'1�' 27.00'B.S.L. 978107.78' 117.25' 32.06' - PLANNING_8-6-2020 H I L L S I D E ROAD 59.19' GENERAL NOTES PROPOSED SITE PLAN IMPERVIOUS AREA THIS SHEET PROVIDES PROJECT DATA, PROJECT DESCRIPTION AREA SUMMARIES,ZONE NOTE:THIS SITE CONTAINS NO HERITAGE TREES. INFORMATION, OCCUPANCY TYPE,AND A SHEET INDEX. REFER STRICTLY TO SPECIFIC PLAN SCALE= 1:20 BUILDING STRUCTURE 5,802 S.F. FOR ALL VALUES AND DETAILS.THIS SHEET IS INTENDED TO PROVIDE PROJECT LOCATION AND CONCRETE HARDSCAPE 2,125 S.F. DESCRIPTIVE INFORMATION ONLY. TOTAL=7,927 S.F. ALL IMPROVEMENT WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING STREET TREES,SHALL BE INSTALLED PER THE APPROVED PUBLIC IMPROVEMENT AND LMD PLANS. IF THERE IS A DISCREPANCY BETWEEN THE PUBLIC AND PRIVATE PLANS,THE STREET IMPROVEMENT PLANS w U 0,- SHALL GOVERN O � _ 61 200' RADIUS MAP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYS. SITE KEYED NOTES VICINITY MAP CONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC FIRE SPRINKLER SYSTEMS ARE TO ofwOQ BE IN COMPLIANCE WITH CHAPTER 7A OF THE CALIFORNIA BUILDING CODE,SECTION R337 OF a 0 fr_ O 1O PROPOSED GAS METER LOCATION THE CALIFORNIA RESIDENTIAL CODE,AND FIRE DISTRICT 49-1 _ U 1. IN THE CASE OF EMERGENCY,CALL AT WORK PHONE# OR HOME PHONE# 20 PROPOSED 400 AMP. ELECTRICAL SERVICE LOCATION C z Of um) ¢ n LANDSCAPING,VEGETATION MANAGEMENT, FUEL REDUCTION,AND OTHER WILDLAND FIRE CD I.0 w U 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL O PROPOSED CONDENSER UNIT LOCATION , PROJECT SAFETY FEATURES AND PRACTICES ARE REQUIRED TO COMPLY WITH ALL APPLICABLE E z � z0 SITE PROVISIONS OF FIRE DISTRICT STANDARD 49-1 ui CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. O 0 OI.0 0 Lu 4 LINE TO INDICATE PROPOSED EDGE OF 4"NOM.THK.CONC. FLATWORK �0 U U 1061-381-20-0000 z z 1-- W 1061-381-05-0000 U p ' 3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE O PROPOSED BRICK PAVERS @ HATCHED AREAS v O SITE TO STREETS DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TACKING, OR m w �- ui ~ _ 0 U WIND. O PROPOSED 6"CONC.CURB FOR LANDSCAPING AREAS co U p U O7 Lu PROPOSED LANDSCAPING AREAS Q < ; SITE DATA U 0 z w O 4.APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS,WASTES, SPILLS SHALL BE IMPLEMENTED ¢ U) - p 1061-371-03-0000 1061-381-19-0000 U 8 EXISTING CURB PER COUNTY STANDARDS 0 p O - TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTIES O HILLSIDE RD. O ZONE: VERY LOW RESIDENTIAL (0.1 - 2.0 du/ac) w O cn w w w BY WIND OR RUNOFF. 9 EXISTING GUTTER PER COUNTY STANDARDS W.W W W 0 = w ~ 0 + O OCCUPANCY'S: R-1 (SINGLE FAMILY RESIDENCE) O 0 + o HERRITAGE U) w U - U 0 IQ v 0 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES 10 NOT USED PA K ¢ CONSTRUCTION TYPE: V-B �, } J L1 o UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. w ¢ J O z _j 9 w 0 11 PROPOSED 6'WROUGHT IRON EQUESTRIAN TRAIL ACCESS GATE(TO REPLACE EX.) O STORIES: SINGLE STORY O z 0 U) w 0 ¢ 1061-381-18-0000 0 co o0 6.ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE 12 EXISTING STREET LIGHT FIRE SPRINKLERS: YES CRC 313.2 J L 0 z - q REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE O PROPOSED BASEMENT EGRESS SCOPE OF WORK ( ) Q i X �, o o AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. O ARCHITECTURAL STYLE: CONTEMPORARY LL O J w + cn w oo I 14 EXISTING APPROVED CONC. SIDEWALK PER CITY STANDARDS HAZARD OVERLAY: WILDALAND-URBAN INTERFACE FIRE AREA - 2 7.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE W J z -w MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 15 EXISTING APPROVED CONC. DRIVE APPROACH TO CONSTRUCT A 6,762 SQ. FT. LIVABLE SINGLE STORY J ¢ O H 0_ O A.P.N: DESIGNER: 10 1 371 02 0000 w 1061-381-17-0000 RESIDENCE ON A VACANT PROPERTY. PROPOSED CONCRETE ff nn 5 Q � z 16 PROPOSED LOCATION OF 1,200 GAL.SEPTIC TANK. 1061-381-17-0000 MO+RE DESIGN SOLUTIONS V Lu 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES DRIVEWAY APPROACH w/4'-0"WIDE WALKWAYS&568 SQ. FT. I- U U w RAM CT. RANCHO CUCAMONGA,CA 91737 14176 AMARGOSA RD.STE C. U = Z \ NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM 17 PROPOSED LOCATION OF 5'Ox32'DP. SEEPAGE PIT COVERED CONCRETE PATIO. PROPOSED PORCH OF 67 SQ. FT. z p m - VICTORVILLE,CA 92392 of p Q WATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES O LOCATION OF ON-SITE FIRE HYDRANT APPLICANT: U] F- a- w 18 QI AND WHERE THEY DO NOT:CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CHERYL MONTANEZ PROPERTY OWNER/ ENGINEER: I � d irf w HILL-SIDE RD. _ _ _ CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS 19 EXISTING CMU BLOCK WALL TO REMAIN 14176 AMARGOSA RD.STE C. JANOS BOROS ' Q p w SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. O PROPOSED SPLIT FACE CMU BLOCK WALL PER GRADING PLAN (RETAINING WALLS TO SHEET INDEX VICTORVILLE,CA 92392 10978 COLD HARBOR DR. O , O BE 4'MAX RETAINING,W/MAX WALL HEIGHT OF 6'TOTAL)(UNDER SEPARATE PERMIT PH: (760)715-3382 RANCHO CUCAMONGA,CA 91737 O Q w - 0 9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LIQUID CHEMICAL SPILLS;WASTES w 0 1061-621-02-0000 o FROM PAINTS,STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, FIBERS, PAINT FLAKES OR 21 EXISTING CMU BLOCK WALL TO BE REMOVED SHEET# ARCHITECTURAL PLANS SITE AREA z z o � 1061-621-27-0000 0 z 0- d STUCCO FRAGMENTS; FUELS, OILS, FLUIDS; FERTILIZERS,VEHICLE/EQUIPMENT WASH WATER,AND O LL 0 - w U)I ` CONCRETE WASH WATER, FLOATABLE WASTES;WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING A-0 SITE PLAN&PROJECT INFORMATION AREA SQ. FT. O U Q U 0 z X Q OR CHEMICAL DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING MATERIALS IN A A-0.1 EXISTING CONDITIONS SITE PLAN NET AREA TOTAL 25,100 SQ. FT. Q w w 0 w 061-621-07-000 SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL U T_ U 0 Lll 1061-621-30-0000 o STORM WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERALA PLANNING NOTES A-0.2 BUILDING ENVELOPE U w - z w PROPOSED LAND AREA & COVERAGE a � Z �- REQUIREMENTS. CONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC FIRE FIRE SPRINKLER A-1 FLOOR PLAN ' ' U p m SYSTEMS ARE TO BE IN COMPLIANCE WITH CHAPTER 7A OF THE CALIFORNIA BUILDING A-1.1 BASEMENT FLOOR PLAN AREA SQ. FT. % COVERAGE (� ' � p o 0 10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA CODE,SECTION R337 OF THE CALIFORNIA RESIDENTIAL CODE,AND FIRE DISTRCT z_ z � SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A A-2 EXTERIOR ELEVATIONS PROPOSED BUILDING FOOTPRINT 5,802 SQ. FT. 23.1% O - ¢ O 0- STANDARD 49-1. F-1 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL - ■ o Z - WATER QUALITY CONTROL BOARD. A-3 SECTION&INTERIOR ELEVATIONS = of 0 LANDSCAPING,VEGETATION MANAGEMENT, FUEL REDUCTION,AND OTHER WILDLAND p ¢ � � ADDITIONAL NOTES A-3.5 BUILDING SECTIONS U FIRE SAFETY FEATURES AND PRACTICES ARE REQUIRED TO COMPLY WITH ALL PROPOSED CONCRETE HARDSCAPE 990 SQ. FT. 3.9% U ¢ _ 11.GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES APPLICABLE PROVISIONS OF FIRE DISTRICT STANDARD 49-1. E-1 ELECTRICAL FLOOR PLAN z ' z � AT THE CONCLUSION OF EACH WORKING DAY DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES. Q J C7 a- 0Ljj M-1 MECHANICAL FLOOR PLAN a w Lu z A. ONE UPSLOPE(FROM THE STRUCTURE)NOT TO EXCEED FOUR FEET IN HEIGHT.OTHERWISE,TERRACED RETAINING 12.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY APPLICABLE CODES: S-1 FOUNDATION PLAN PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A PROPOSED LANDSCAPED AREA(PERVIOUS SURFACE) 9,163 SQ. FT. -- \\ 0 Luw 3: J Q STRUCTURES SHALL BE UTILIZED WHICH ARE SEPARATED BY A MINIMUM OF THREE FEET AND APPROPRIATE LANDSCAPING. S-2 STRUCTURAL PLAN-LOWER LEVEL PROPOSED BRICK PAVERS(PERVIOUS SURFACE) 3,580 SQ. FT. -- ~ U >. ¢ } HAZARDOUS CONDITION. z = w 0 co PLANS SHALL COMPLY W/THE LOCAL MUNICIPAL CODE AND 2019 EDITION OF U S-3 STRUCTURAL PLAN-SECOND LEVEL TOTAL NET LAND AREA COVERAGE = 10'110 S.F. 33.8% Q ZO B. ONE DOWNSLOPE FROM THE STRUCTURE NOT TO EXCEED FOUR FEET IN HEIGHT.WHERE AN ADDITIONAL RETAINED PORTION THE CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2019 IBC,2019 CMC,2019 CPC W W _ 13.THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THATLL IS NECESSARY DUE TO UNUSUAL OR EXTREME CONDITIONS(SUCH AS LOT CONFIGURATION,STEEP SLOPE,OR ROAD THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. AND THE 2019 CEC AND CALIFORNIA AMENDMENTS. SD-1 STRUCTURAL FOUNDATION DETAILS 0 U_ z DESIGN),THE USE OF TERRACED RETAINING STRUCTURES SHALL BE CONSIDERED ON AN INDIVIDUAL LOT BASIS.TERRACED SD-2 STRUCTURAL FRAMING DETAILS O z Lu _ L U WALLS SHALL NOT EXCEED THREE FEET IN HEIGHT AND SHALL BE SEPARATED BY A MINIMUM OF THREE FEET AND 14.THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS,SUBCONTRACTORS, MATERIAL SUPPLIERS, THIS PROJECT IS SUBJECT TO THE REQUIREMENTS OF CHAPTER 7A OF THE C.B.C. PROPERTY UTILITIES O p � p J APPROPRIATE LANDSCAPING.TERRACING IS NOT TO BE USED AS A TYPICAL SOLUTION WITHIN A DEVELOPMENT. SD-3 STRUCTURAL FRAMING DETAILS w � U m LESSEES PROPERTY OWNERS:THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE U �/ / = 0 0 p C. ON LOTS SLOPING WITH THE STREET,AND OTHER CONFIGURATIONS NOT DISCUSSED ABOVE, ONE RETAINING WALL, NOT TO WATERSHED IS PROHIBITED. BUILDING CODE: ..................................... 2019 CALIF. BUILDING CODE(C.B.C.) GN-1 GENERAL NOTES SHEET �/ ♦ I-- w 0 w EXCEED 3-1/2 FEET IN HEIGHT, MAY BE USED IN A SIDE YARD WHERE NECESSARY. 15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING RESIDENTIAL CODE: .............................. 2019 CALIF. RESIDENTIAL CODE(C.R.C.) GC-1 CALIFORNIA MANDATORY GREEN CODES WATER: ELECTRIC: THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT ELECTRICAL CODE: ................................ 2019 CALIF. ELECTRICAL CODE(C.E.C.) TITLE 24 ENERGY CALCULATIONS CUCAMONGA VALLEY WATER DISTRICT SOUTHERN CALIFORNIA EDISON PROJECT NO: SHEET: D. ON HORSE-KEEPING LOTS,ADDITIONAL RETAINING WALLS, NOT TO EXCEED FOUR FEET IN HEIGHT,ARE ALLOWED TO PROVIDE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS 10440 A FLAT, USABLE CORRAL AREA AND ACCESS TO TRAILS 2019 CALIF. MECHANICAL CODE C.M.C. T-24A CALIFORNIA TITLE 24 ENERGY COMPLIANCE CALCULATIONS RANCHO ST. P.O. BOX 6400 IMMINENT. MECHANICAL CODE: .............................. ( ) RANCHO CUCAMONGA,CA 91730 RANCHO CUCAMONGA,CA 91729 16.ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING PLUMBING CODE: ................................... 2019 CALIF. PLUMBING CODE(C.P.C.) T-24B CALIFORNIA TITLE 24 ENERGY COMPLIANCE CALCULATIONS PH: 855-654-2893 PH: 800-655-4555 DATE: FRONT YARD LANDSCAPING RATIO DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. TELEPHONE: DISPOSAL: 1-20-22 O ENERGY CODE(TITLE 24. PT.6). .......... 2019 CALIF. ENERGY STANDARDS AREA TABULATION. CHARTER COMMUNICATIONS BURRTEC WASTE INC. 17.SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN 10768 E. FOOTHILL BLVD.,SUITE 170 9454 CHERRY AVE. DRAFTER: ' FEATURE / DISTRICT VL (VERY LOW RESIDENTIAL) PROPOSED EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, ACCESSIBILITY CODE: ........................... 2019 CALIF. BUILDING CODE CHAPTER 11 LIVABLE AREA = 4,210 SQ. FT. RANCHO CUCAMONGA,CA 91730 FONTANA,CA 92335 AUSTIN AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE BASEMENT AREA = 932 SQ. FT. PH: 866-499-8080 PH: 909-822-9739 COCKS 0 o SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING. GREEN CODE(TITLE 24. PART 11): ...... 2019 CALIF. GREEN BUILDING STANDARDS(C.G.C.) 3 CAR GARAGE - 958 SQ.FT. HARDSCAPE (MAX) 50/0 3.9/o - PG. NO. GAS: SEWER: 18.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL NOTE: PORCH = 67 SQ. FT. 1 OF LANDSCAPE (MIN) 25% 36.5% BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE -SEE GREEN CODE NON-RESIDENTIAL CHECKLIST ON PAGE GC-1 FOR MANDATORY PATIO = 568 SQ. FT. SOUTHERN N. MOUNTAIN AVE IA GAS CUCAMONGA VALLEY WATER DISTRICT SCALE: FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. MEASURES. G.C.&SUB-CONTRACTORS TO COMPLY WITH APPLICABLE MEASURES.ALSO 962_ DECORATIVE HARDSCAPE5% 14.3% REFER TO NOTES ON FLOOR PLAN. TOTAL LIVABLE AREA - 4,210 SQ.FT. ONTARIO, CA 91762 RANCHO CUCAMONGA,CA 91730 1 :20 (MAX)( ) TOTAL NEW GROSS BLDNG. = 6,735 SQ.FT. PH: 800-427-2200 PH:855-654-2893 PREPARED BY IMO + R E APN: 1061-381-18-0000 EXISTING HOUSE N DESIGN SOLUTIONS ZONE: RS - SINGLE RESIDENTIAL ( F.F. 1887.40) 3 1 V 14176 AMARGOSA RD.STE.C OWNER: LINDA BROWN TO REMAIN(NOT A PART) ^� 1-1 VICTORVILLE,CA 92392 o WWW.MOREDESIGN.US USE: S.F.R. I SCALE= 1:20 EMAIL: CONTACT@MOREDESIGN.US 5 20 PH:(760)669-0613 PROJECT ADDRESS: 0 10 50 A.P.N.: 1061-381-17-0000 SHED �C 18ao 57 o1APaRr, N 89° 48' 20" E 261,49- PROPERTY INFO: EXISTING TRACT 13810 LOT 1 / WALL - L 00 w p z O � _ U z ip 1 �(D o SIGNATURE: U) Lu V am) zaf w Z) U) EXISTING C.M.U. Lo Q o w0 w WALL N w o I zo U) o EXISTING GATE TO CD BE REPLACED 30.00 ti I LL 18.00 N CD Z ISTING C.M.U. �.1816.44 875.47 WALL.� 1875.89 GOVERNING �F.L.1874. THESE PLANS SHALL COMPLY WITH 1g6 188 THE 2019 CALIFORNIA BUILDING CODE 0 EXISTING G . WHICH ADOPTS THE 2019 CMC, 2019 C.M.U.WALL 1878•3 _ _ _ _ CPC, 2019 CEC, 2019 CGC, 2019 CRC ________________ �� — AND THE 2019 ENERGY STANDARDS 881 8� (9 6 AS WELL AS MUNICIPAL CODE ON $O C 18� WHICH THE PROJECTS IT'S (T. . P N pFZ88�3 N 890 35' 40" E 241.63' F L 4 8 D E V E L o P E D 187 No. REVISION DATE 15.00' 9� T PLANNING 8-6-2020 c1 0 3 ny ' - "' o ��' 1L1 EQUESTRIAN G.`bg1 EASEMENT B Q HILLSIDE ROAD EXISTING CONDITIONS SITE PLAN NOTE:THIS SITE CONTAINS NO HERITAGE TREES. wcn � cn SCALE= 1:20 O � _ Lu i)f00U a 0- — 00 Q � z W o z 0u; 0 U w z = wQJ I.- 5v0 W 0 0 LuDQ (7 U U F- 00 0 �n W � Lu U) 0 � w O 0 + U J U) 0 z � J O z 9w OULU0Z O � ww Q LL � w � � W c) J = w J Q ° � � C� 1 � � U) w Z r UJz � ::) mQ - Cn co � � w � 0 LUZw oozes 1 w O z0 � = � ¢ = w � cli w0 = o o (D LL 00Qw O z C) LUow Q = U wLQCf) LLJ o azzi-- u, � (Dm U � L` w = C70p0 zz Q� O Q 0 0 U o of O0 U � Qo z < zLu2w 0 � Q c� ww LL wLuzz ow - z U) >. Q ¢ U z = wom Lu W L ~ Qo 0 z 0 U_ z < _ 2 U O Z Z) J r , ' w 0 U co`J ♦1 = oo � V^ Hw0a- PROJECT NO: SHEET: DATE: 6-9-2021 DRAFTER: O AU TIN ' COCKS PG. NO. a 20F SCALE: 1 :20 a f a PREPARED BY 27.00 BUILDING SETBACK LINE M O + R E SE LINE INDICATES MAX. HEIGHT BUILDINGG SETBACK LINE I ALLOWED.(30') 30.00' DESIGN SOLUTIONS 1 1 — — — — — — — — — — — — — — — — 14176 AMARGOSA RD.STE.C 15.00 — — VICTORVILLE,CA 92392 (EQUESTRIAN EASEMENT ' WWW.MOREDESIGN.US 1 EMAIL: A5 CONTACT@MOREDESIGN.US 1 I J p p PROJECT ADDRESS: w W 30 3: A.P.N.: 1061-381-17-0000 J REAR NEIGHBOR a 1 C:) � oLj Mo PROPERTY INFO: 1 TRACT 13810 LOT 1 1 a N Q 1 1 1 - ---_ - - - - -------- ___________IJ__________________ __________ _____ 1 SIGNATURE: ------------------------------------------------ ------------------------------------------------------------------------------------------------- ----------------------------- -----RAM COURT SECTION "D-D" SCALE= 1:10 LINE OF EXISTING GRADE TYP.AS SHOWN LINE OF PROPOSED GRADE TYP.AS SHOWN GOVERNING THESE PLANS SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2019 CMC, 2019 CPC, 2019 CEC, 2019 CGC, 2019 CRC 27.00 AND THE 2019 ENERGY STANDARDS LINE INDICATES MAX. HEIGHT BUILDING SETBACK LINE AS WELL AS MUNICIPAL CODE ON 42.00 ALLOWED.(30') WHICH THE PROJECTS IT'S BUILDING SETBACK LINE D E V E L O P E D 30.00 — 15.00 EQUESTRIAN EASEMENT1 No. REVISION DATE — — — — — — 1 PLANNING 8-6-2020 1 — Lu 1 — — p I 1 Qso 0 I J I p o i REAR NEIGHBOR W 02 1 O M 1 J a x 1 0 = X2 n 1 1 `') W LINE OF EXISTING GRADE XN TYP.AS SHOWN i 1 0 �� W fn 0' c/j ------------------------- O H = � ------- a �1 - O - ------ O U () ; _-_-____-__- -------- - J = O U ---- I1 Z ( ¢ ------- CD w w < w -------------- - 1 — Z Of z RAM COURT � w w p w O tJ7 = waJ SECTION "C-C11 LINE OF PROPOSED GRADE W = O O TYP.AS SHOWN Q p U U z w � ¢ (D SCALE= 1:10 0' O0 ZO Lu p w U) LU w p Of � 0 + U J O O U } z ;�- J_ zJ9LL OU) c) O < w0Z QJ a LLI O L � w � U w U z 2 � J = W �J Of � — `/ 5vU) w Z w � Jz ~ - � 27.31 ¢ � qfwLu 1 ()f qf 0,- W w = 27.00 10.38 10.16 27.81 Q o pZ -i _ 27'BUILDING SETBACK LINE 10'B.S.L. 10'B.S.L. 2T BUILDING SETBACK LINE f I1 ¢ = w 1-- 10.00 10.00 27.00 z ui w p OUJ O � z0- w I I f 1 U p z X � w0w 45 1 4So I Q z � U) p 45 i azzFn / 0 1 � U w 0000 0 I I I O � ¢ oD- 1 O J 1 1 Oa 2 p z 1 o a I OH of O o H o= p p M M 2 1 1 ML M I U -a. ¢ O w 1 INTERIOR NEIGHBOR INTERIOR NEIGHBOR I1 = v i Z z Of 0, Lu N I X N I Q 2 0- 0 1 04I o o Q 2 0 LINE OF EXISTING GRADE o 1 w Of Z >- O O i i N O O I p W J Z i I Ci TYP.AS SHOWN � "' `n i1'✓ EXISTING WALL i' w J ¢ 1 ^ ! 1 (� L 1 o ------ ------ I w _ in ----------- r o w H = Q Z LL [0 in � --------------- — �' 1 N ^ I M --- '' N 1 p O U Z ------------- Lu - N ------------------- J' N c� = 2U ----------- � co PROPOSED RETAINING WALL \``\ o p � U ------------------- M w U m _______________ _________________ PER GRADING PLAN rn 1 � W = O O p O rn 1 rn '- ----------------- HILLSIDE ROAD LL ------------------------- LL U PROPOSED RETAINING WALL ~ p w __ HILLSIDE ROAD_- ter_____________ ___ _- �J LINE OF EXISTING GRADE LINE OF PROPOSED GRADE LINE OF PROPOSED GRADE TYP.AS SHOWN TYP.AS SHOWN TYP.AS SHOWN PER GRADING PLAN PROJECT NO: SHEET: SECTION "B-B11 DATE: N SECTION "A-A11 1-21-22 ■ SCALE= 1:10 SCALE= 1:10 O DRAFTER: AUSTIN ' COCKS PG. NO. 3 OF SCALE: 1 : 10 GENERATE NOTES BOROS RESIDENCE 1. ALL WORK PERFORMED IN THIS CONTRACT SHALL CONFORM T0: RAM COURT, RANCHO CUCAMONGA, CA 91737VALLEY VIEW ST A. THE LATEST STANDARD PLANS AND SPECIFICATIONS OF THE CITY OF RANCHO THE LATEST STANDARD PLANS AND SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA. HILLSIDE RD B. WORK WITHIN PUBLIC RIGHT OF WAY AND ON SITE IMPROVEMENTS SHALL CONFORM TO WORK WITHIN PUBLIC RIGHT OF WAY AND ON SITE IMPROVEMENTS Q SHALL CONFORM TO THE LATEST EDITION AND SUPPLEMENTS OF THE STANDARD o SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND AMERICAN PUBLIC o WORKS ASSOCIATION (APWA) AND THE CITY OF RANCHO CUCAMONGA PUBLIC PROJECT S TE WORKS DEPARTMENT. cry C. THE PROJECT SPECIFICATIONS AND ALL SAFETY REGULATIONS; CODES AND W j THE PROJECT SPECIFICATIONS AND ALL SAFETY REGULATIONS; CODES AND m Q REQUIREMENTS PERTINENT TO THE PROJECT CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE KNOWLEDGEABLE TO Q INTERPRET AND APPLY THE ABOVE CODES AND SPECIFICATIONS. EXCAVATION NOTES NPDES NOTES z W 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE WORK SPECIFIED ON Q THE DRAWINGS AND WITHIN THE VARIOUS NOTES SHOWN HEREIN. HEREIN. OPEN EXCAVATIONS: 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON Q 4. THE EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY ON THE PLANS ORIGINATED ALL OPEN EXCAVATIONS SHALL BE PROTECTED FROM INCLEMENT WEATHER, INCLUDING SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. u FROM AS BUILT DRAWINGS AND FIELD SURVEY. IT SHALL BE THE RESPONSIBILITY AREAS ABOVE AND AT THE TOE OF THE EXCAVATION. THIS IS REQUIRED TO KEEP THE 2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT = OF THE CONTRACTOR TO VISIT THE JOB SITE AND VERIFY THE EXACT EXISTING EXCAVATIONS FROM BECOMING SATURATED. SATURATION OF THE EXCAVATION MAY TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCY SHALL BE REPORTED RESULT IN A RELAXATION OF THE SOILS WHICH MAY RESULT IN FAILURES. PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. IMMEDIATELY TO THE CONSTRUCTION PROJECT MANAGER (CPM) FOR PROPER WATER/RUNOFF SHOULD BE DIVERTED AWAY FROM THE EXCAVATION AND NOT BE 3. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, AND ACTION. ALLOWED TO FLOW OVER THE EXCAVATION IN A CONCENTRATED MANNER. SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF HILLSIDE EXCAVATIONS: STREETS, DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING ALL HILLSIDE EXCAVATIONS SHALL BE PROTECTED DURING INCLEMENT WEATHER AND 4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST SHOULD EXTEND BEYOND THE EDGES OF THE EXCAVATIONS IN ALL DIRECTIONS. CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND TO THE OWNER. PLASTIC SHEETING ALONG WITH STAKES, ROPES AND SANDBAGS MAY BE USED TO OTHER POLLUTANTS. 6. UNCLOG, CLEAN AND FLUSH THE ENTIRE SITE DRAINAGE SYSTEM AFTER PAVING PROVIDE PROTECTION OF THE EXCAVATIONS. WATER/RUNOFF SHOULD BE DIVERTED 5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE AND IMMEDIATELY BEFORE A RAIN FORECAST. AWAY FROM THE EXCAVATION AND NOT BE ALLOWED TO FLOW OVER THE EXCAVATION. MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD V � �� MAP 7. CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS BOTH IN PRIVATE PROPERTY AND THE PROJECT CIVIL ENGINEER SHOULD PROVIDE A PLAN DEPICTING THE REQUIRED HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED IN PUBLIC RIGHT OF WAY FOR EXISTING LATERALS TO BE REMOVED OR CAPPED. LIMITS OF EROSION CONTROL. SLOPES AROUND AN OPEN EXCAVATION SHOULD BE CONSTRUCTIONS STAGING AREAS. 8. UTILITIES TO BE VERIFIED IN FIELD TO INSURE NOT SERVING EXISTING FACILITIES TO TRIMMED TO SLOPE AWAY FROM THE OPEN EXCAVATION SO THAT WATER/RUNOFF WILL 6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION NO. SCALE REMAIN. COORDINATE RELOCATION IF REQUIRED. NOT DRAIN INTO THE EXCAVATION. ANY TREES OR PLANTERS THAT MIGHT CAUSE DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED 9. UNDERGROUND SERVICE ALERT: FAILURES AROUND AN OPEN EXCAVATION SHALL BE ANCHORED SAFELY. AFTER THE OF IN TRASH OR RECYCLE BINS. BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN INCLEMENT WEATHER HAS CEASED, THE EXCAVATIONS SHALL BE REVIEWED BY THE 7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT ON UNDERGROUND SERVICE ALERT INQUIRY I.D. NUMBER BY CALLING 1-800-422-4133. PROJECT GEOTECHNICAL ENGINEER AND GEOLOGIST FOR SAFETY PRIOR TO ANTICIPATED STORM, IT WILL NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. TWO WORKING DAYS SHALL BE ALLOWED AFTER THE I.D. NUMBER IS OBTAINED AND RECOMMENCEMENT OF WORK. DISCHARGES OF MATERIAL OTHER THAN STORM WATER, ONLY WHEN IT IS BEFORE THE EXCAVATION WORK IS STARTED THAT UTILITY OWNERS CAN BE OPEN TRENCHES/FOUNDATION EXCAVATIONS: NECESSARY FOR THE PERFORMANCE AND COMPLETION OF CONSTRUCTION NOTIFIED. NO WATER SHOULD BE ALLOWED TO POND ADJACENT TO OR FLOW INTO OPEN PRACTICES AND WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF 10. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS: TRENCHES. ALL OPEN TRENCHES SHALL BE COVERED WITH PLASTIC SHEETING THAT IS ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND ANCHORED WITH SANDBAGS. AREAS AROUND THE TRENCHES SHOULD BE SLOPED AWAY CONTAMINATION, OR NUISANCE OR CONTAIN A HAZARDOUS SUBSTANCE IN A PRIVATE PROPERTY ADJACENT TO THE WORK PER SECTION 7-9 OF THE STANDARD FROM THE TRENCHES TO PREVENT WATER RUNOFF FROM FLOWING INTO OR PONDING QUALITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PORTS 117 AND 302. SPECIFICATIONS. ADJACENT TO THE TRENCHES. AFTER THE INCLEMENT WEATHER HAS CEASED, THE B. DEWATERING OF CONTAMINATED GROUNDWATER OR DISCHARGING CONTAMINATED 11. REMOVALS: EXCAVATIONS SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER AND SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONLOMINOLED EXISTING STRUCTURES WHICH ARE INDICATED TO BE REMOVED IN THESE GEOLOGIST FOR SAFETY PRIOR TO RECOMMENCEMENT OF WORK. FOUNDATION GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION DOCUMENTS SHALL BE TOTALLY REMOVED, UNLESS OTHERWISE EXCAVATIONS THAT REMAIN OPEN DURING INCLEMENT WEATHER SHALL BE REVIEWED BY PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. INDICATED. EXISTING FACILITIES WHICH ARE DISCOVERED DURING CONSTRUCTION THE PROJECT GEOTECHNICAL ENGINEER AND GEOLOGIST PRIOR TO THE PLACEMENT OF 9. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM (INCLUDING WALLS, FOOTINGS AND FOUNDATIONS) SHALL BE REPORTED TO AND STEEL AND CONCRETE TO ENSURE THAT PROPER EMBEDMENT AND CONTACT WITH THE THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS FIRE PREVENTION NOTE COORDINATED WITH THE CONSTRUCTION PROJECT MANAGER (CPM), AS TO THEIR BEARING MATERIAL HAVE BEEN MAINTAINED. TO BE DIRECTED TOWARD DESILTING FACILITIES. REMOVAL. OPEN PILE/CAISSON EXCAVATIONS: 10. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 1 . CONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC FIRE 12. ALL SITE PREPARATION AS INDICATED SHALL BE MADE UNDER THE CONTINUOUS ALL PILE/CAISSON EXCAVATIONS SHOULD BE REVIEWED AND POURED PRIOR TO THE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE SPRINKLER SYSTEMS ARE TO BE IN COMPLIANCE WITH INSPECTION OF THE CITY INSPECTOR AND CPM. SECURE THE REQUIRED PERMIT ONSET OF INCLEMENT WEATHER. IT IS NOT RECOMMENDED THAT ANY PILE/CAISSON IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. CHAPTER 7A OF THE CALIFORNIA BUILDING CODE, SECTION FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR THE CONSTRUCTION OF R337 OF THE CALIFORNIA RESIDENTIAL CODE, AND FIRE EXCAVATIONS REMAIN OPEN THROUGH ANY INCLEMENT WEATHER. HOWEVER, IF IT IS DISTRICT STANDARD 49-1 . THE STANDARD HAS BEEN TRENCHES, SHORING OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER OR WORK NECESSARY TO LEAVE PILE/CAISSON EXCAVATIONS OPEN DURING INCLEMENT WEATHER, UPLOADED TO THE DOCUMENTS SECTION. THAT MAY JEOPARDIZE THE WORKERS. SHORING CALCULATIONS SHALL BE PROVIDED ALL WATER AND RUNOFF SHALL BE DIVERTED AWAY FROM AND PREVENTED FROM NOTE AS REQUIRED FOR APPROVAL AND PERMITTING. ENTERING THE PILE/CAISSON EXCAVATIONS. PILE/CAISSON EXCAVATIONS THAT REMAIN 1. LANDSCAPING, VEGETATION MANAGEMENT, FUEL 2. LANDSCAPING, VEGETATION MANAGEMENT, FUEL REDUCTION, 13. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED OPEN DURING INCLEMENT WEATHER SHALL BE REVIEWED BY THE PROJECT TO CONTROL DUST CAUSED BY WORK ACTIVITIES AS REQUIRED BY THE CITY OF REDUCTION, AND OTHER WILDLAND FIRE SAFETY FEATURES AND OTHER WILDLAND FIRE SAFETY FEATURES AND PRACTICES TEMPORARY GEOTECHNICAL ENGINEER AND GEOLOGIST PRIOR TO THE PLACEMENT OF STEEL AND AND PRACTICES ARE REQUIRED TO COMPLY WITH ALL ARE REQUIRED TO COMPLY WITH ALL APPLICABLE PROVISIONS RANCHO CUCAMONGA. THE CONTRACTOR SHALL PROVIDE 6' HIGH T FENCING WITH VISUAL BARRIER AROUND THE PROJECT LIMITS AND E TEMPORARY CONCRETE TO ENSURE THAT PROPER EMBEDMENT HAS BEEN MAINTAINED. THE BASE APPLICABLE PROVISIONS OF FIRE DISTRICT STANDARD OF FIRE DISTRICT STANDARD 49-1 . THE STANDARD HAS BEEN OF ALL END-BEARING CAISSONS SHALL BE RE-CLEANED TO ENSURE CONTACT WITH 49-1. UPLOADED TO THE DOCUMENTS SECTION. CONSTRUCTION ROAD ON-SITE, AS APPLICABLE. THE PROPER BEARING MATERIAL. ALL STOCKPILED CUTTINGS FROM THE PILE BORINGS 2. CONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC 14. ALL WORK IN THE PUBLIC RIGHT OF WAY REQUIRES APPROVAL BY THE CITY OF SHALL BE REMOVED. FIRE SPRINKLER SYSTEMS ARE TO BE IN COMPLIANCE WITH RANCHO CUCAMONGA BEFORE CONSTRUCTION BEGINS. OWNER AND/OR CONTRACTOR GRADING IN PROGRESS: CHAPTER 7A OF THE CALIFORNIA BUILDING CODE, SECTION SHALL SECURE AND PAY FOR ANY PERMITS INCLUDING UTILITY CONNECTIONS DURING THE INCLEMENT TIME OF THE YEAR, OR DURING PERIODS PRIOR TO THE ONSET R337 OF THE CALIFORNIA RESIDENTIAL CODE, AND FIRE LEGAL DESCRIPTION LEGEND REQUIRED PRIOR TO CONSTRUCTION. OF RAIN, ALL FILL THAT HAS BEEN SPREAD AND IS AWAITING COMPACTION SHALL BE DISTRICT STANDARD 49-1 15. VOIDS RESULTING FROM REMOVAL OF STRUCTURES SHALL BE FILLED WITH SUITABLE COMPACTED BEFORE STOPPING WORK FOR THE DAY OR BEFORE STOPPING WORK PARCEL 1 TR 13810 PMB 227 MATERIALS APPROVED BY THE CITY INSPECTOR AND COMPACTED TO 95% MINIMUM BECAUSE OF INCLEMENT WEATHER. THESE FILLS, ONCE COMPACTED, SHALL HAVE THE APN: 1061-381-17-0000 - - PROPERTY LINE DENSITY PER ASTM D-1557 AND THE RECOMMENDATIONS WITHIN THE SOILS SURFACE SLOPED TO DRAIN TO ONE AREA WHERE WATER MAY BE REMOVED. GROSS AREA: 0.58 ACRE ENGINEERING EXPLORATION REPORT. ADDITIONALLY, IT IS SUGGESTED THAT ALL STOCK-PILED FILL MATERIALS BE COVERED - - - - - LIMIT OF DISTURBANCE 16. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE EXISTING WITH PLASTIC SHEETING. THIS ACTION WILL REDUCE THE POTENTIAL FOR THE MOISTURE SHEET INDEX CONSTRUCTION FENCING, APPURTENANCES AND OFFICE TRAILERS FROM THE SITE. CONTENT OF THE FILL FROM BECOMING TOO HIGH FOR COMPACTION. IF THE FILL 3430 PROPOSED ELEV. PAVEMENT SHALL PATCHED D REPAIRED TO MATCH ADJACENT PAVEMENTSHEET 1 AND APPROVEDBY THECITYINSPECTORAS APPLICABLE. REDUCE THE HE MOISTURE ECONTENT WOUILDLBEEREQUIRED.E THIS HACTION R IS GENERALLY TO EROSION CONTROL NOTES SHEET 2 SIITEEGRADING AND DRAINAGE PLAN 17. ANY ADDITIONAL SURVEYS OR TESTING AS A RESULT OF CONTRACTOR ERROR OR VERY TIME CONSUMING AND MAY RESULT IN CONSTRUCTION DELAYS. WORK MAY SHEET 3 CUT AND FILL PLAN EXISTING ELEV. MISINFORMATION WILL BE CHARGED TO THE CONTRACTOR. RECOMMENCE, AFTER THE RAIN EVENT, ONCE THE SITE HAS BEEN REVIEWED BY THE EROSION CONTROL WIND EROSION CONTROL SHEET 4 WQMP SITE PLAN 18. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED PROJECT GEOTECHNICAL ENGINEER. SHEET 5 DETAIL SHEET DRAINAGE FLOW ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, EC1 - SCHEDULING WE1 - WIND EROSION CONTROL L PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, EC2 - PRESERVATION OF EXISTING VEGETATION O 11��T NER DEVELOPER - - - - - - - - - CONCRETE V DITCH ETC.) OR TO THE LOCATION OF THE HOOK UP, THE CONSTRUCTION SHALL NOT BE PROPERTY UTILITIES EC4 - HYDRAULIC MULCH NON-STORMWATER MANAGEMENT NG JANOS BOROS WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED EC5 - SOIL BINDERS NS1 - WATER CONSERVATION PRACTICES 10978 COLD HARBOR DR. RETAINING WALL ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS ■■■��■■��■■��■ AND/OR ADDITIONAL EXPENSES. CUCAMONGA VALLEY WATER DISTRICT SOUTHERN CALIFORNIA EDISON EC6 - STRAW MULCH NS2 - DEWATERING OPERATIONS RANCHO CUCAMONGA, CA 91737 19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE OWNER WITH A 10440 ASHFORD ST. P.O. BOX 6400 EC7 - GEOTEXTILES AND MATS NS3 - PAVING AND GRINDING OPERATIONS Email: janosboros@aol.com COMPLETE SET OF REPRODUCIBLE "AS-BUILT" DRAWINGS OF ALL WORK PERFORMED RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91729 EC8 - WOOD MULCHING NS4 - TEMPORARY STREAM CROSSING Phone: 909-241-9799 RIPRAP (SIZES PER PLAN) UNDER THIS CONTRACT, AS SHOWN WITHIN THESE CONSTRUCTION DRAWINGS. ALL PH: 855-654-2893 PH: 800-655-4555 EC9 - EARTH DIKES AND DRAINAGE SWALES NS5 - CLEARWATER DIVERSION FIELD CHANGES SHALL BE SHOWN IN DETAIL ON THE "AS-BUILT" DRAWINGS AND EC10 - VELOCITY DISSIPATION DEVICES NS6 - ILLICIT CONNECTION/DISCHARGE SEWER DATA PERMEABLE PAVER DRIVEWAY SHALL INCORPORATE AS A MINIMUM, NEW ELEVATIONS, GRADES AND ALIGNMENT OF CHARTER COMMUNICATIONS BURRTEC WASTE INC. EC11 - SLOPE DRAINS NS7 - POTABLE WATER/IRRIGATION EC12 - STREAMBANK STABILIZATION WASTE WATER: 360 GALLONS PER DAY. . UNDERGROUND FACILITIES WITH DIMENSIONAL TIES TO BUILDINGS OR OTHER VISIBLE 10768 E. FOOTHILL BLVD., SUITE 170 9454 CHERRY AVE. NS8 - VEHICLE AND EQUIPMENT CLEANING CONCRETE AREAS IMPROVEMENTS. RANCHO CUCAMONGA, CA 91730 FONTANA, CA 92335 EC13 - POLYACRYLAMIDE NS9 - VEHICLE AND EQUIPMENT FUELING _ VEHICLE AND EQUIPMENT MAINTENANCE IMPERVIOUS AREA 20. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE PH: 866-499-8080 PH: 909-822-9739 NS10 -a Pao TEMPORARY SEDIMENT CONTROL - JOB SITE CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING NS11 PILE DRIVING OPERATIONS BUILDING STRUCTURE 5802 SF 4" PVC PIPE THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL NS12 - CONCRETE CURING APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. SOUTHERN CALIFORNIA GAS CUCAMONGA VALLEY WATER DISTRICT SE1 - SILT FENCE NS13 - CONCRETE FINISHING CONCRETE HARDSCAPE 2125 SF 962 N. MOUNTAIN AVE, 10440 ASHFORD ST. SE2 - SEDIMENT BASIN NS14 - MATERIAL AND EQUIPMENT USE 21. IN ALL CASES OF CONFLICTS BETWEEN DRAWINGS, CODES AND STANDARDS, THE TOTAL: 7,927 SF FF FINISHED FLOOR ELEVATION STRICTEST SHALL GOVERN. ONTARIO, CA 91762 RANCHO CUCAMONGA, CA 91730 SE3 - SEDIMENT TRAP NS15 - DEMOLITION ADJACENT TO WATER PH: 800-427-2200 PH: 855-654-2893 SE4 - CHECK DAM NS16 - TEMPORARY BATCH PLANTS FS FINISHED SURFACE SE5 - FIBER ROLLS EARTHWORK QUANTITIES HP HIGH POINT SOILS ENGINEER NOTE SSE6 - GRAVEL BAG E7 M WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL I - STREET SWEEPING VACUUMING RAW CUT - 301 C.Y. PE PAD ELEVATION THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO RECOMMENDATIONS OF SOILS SE8 - SANDBAG BARRIER WM1 - MATERIAL DELIVERY AND STORAGE RAW FILL - 697 C.Y. TW TOP OF WALL 0 R T / I ENGINEERING GEOLOGIC REPORTS THAT WE PREPARED DATED _________ SE9 - STRAW BALE BARRIER WM2 - MATERIAL USE NET - 396 C.Y. /i� � � SE10 - STORM DRAIN INLET PROTECTION TF TOP OF FOOTING WM3 - STOCKPILE MANAGEMENT QUANTITIES ARE FOR ESTIMATING PURPOSES ONLY. %,, w� WM4 - SPILL PREVENTION AND CONTROL CONTRACTOR TO VERIFY QUANTITIES PRIOR TO CONSTRUCTION. FG FINISH GROUND TOLL FREE -------------------------- DATE:___________ EQUIPMENT TRACKING CONTROL WM5 - SOLID WASTE MANAGEMENT EP EDGE OF PAVEMENT AUTHORIZED SIGNATURE WM6 - HAZARDOUS WASTE MANAGEMENT GB GRADE BREAK �1 -800-227-2600 TC1 - STABILIZED CONSTRUCTION ENTRANCE EXIT WM7 - CONTAMINATION SOIL MANAGEMENT AREA OF DISTURBANCE TC2 - STABILIZED CONSTRUCTION ROADWAY AT LEAST TWO DAYS WM8 - CONCRETE WASTE MANAGEMENT /BEFORE YOU DIG TC3 - ENTRANCE/OUTLET TIRE WASH WM9 - SANITARY SEPTIC WASTE MANAGEMENT AREA OF DISTURBANCE = 22,765 S.F. (0.523 ACS.) WM10 - LIQUID WASTE MANAGEMENT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEAL-ENGINEER DRAWN ENGINEER OF WORK BENCHMARK: SHEET NO. Ventura Engineering Inland, CITY OF RANCHO CUCAMONGA HY CITY OF RANCHO CUCAMONGA PROFESS/p INC BENCHMARK #10107 DESIGNED WORK CONTAINED WITHIN THESE PLANS F 27393 Ynez Road, Suite HY 1 159 SET 2" BRASS DISK IN TOP of CHECKED SINGLE FAMILY RESIDENCE SHALL NOT COMMENCE UNTIL AN �;WILFREDO S.D. VENTURA�, Temecula, CA 92591 " ENCROACHMENT PERMIT AND/OR A � � HEADWALL STAMPED CITY OF RANCHO Wv GRADING PERMIT HAS BEEN ISSUED. No. 66532 Phone: 951 252-7632 SCALE OF 3 SHEETS NORTHEAST O 1017 F HI AT APN : 1061 - 381 - 17 - 0000 FILE _ s-3o-22 wilfredoC�?venturaengineeringinland.com VE NORTHEAST CORNER OF HILLSIDE ROAD AS SHOWN �c Exp. � sT CIVIL �P �,� ` � 1/20/22 DRAI BERYL AND GE CHANSTEETNEL WALLOUTH END OF JOB NUMBER TITLE SHEET q� CF ` WILFREDO S.D. VENTURA DATE FOR: W.O. COUNTY MARK BY DATE APPR. ENGINEER R E V I S 1 0 N S COUNTY RICE 66532 EXP. 06/30/22 ELEV=1894.025 FILE NO. GRADING NOTES: 1. ALL GRADING SHALL BE PERFORMED UNDER THE NON-PRIORITY SINGLE-FAMILY j SUPERVISION OF THE GRADING ALL GRADING SHALL BE RESIDENCE WQMP NOTES: APN: 1061-381-18-0000 EXISTING HOUSE j PERFORMED UNDER THE SUPERVISION OF THE GRADING ZONE: RS - SINGLE RESIDENTIAL INSPECTOR. OWNER: LINDA BROWN ( F.F. 1887.40) 2. FOR EXCAVATION, FILL, BACKFILL, AND COMPACTION, THE APPLICABLE NON-STRUCTURAL SOURCE CONTROL BMPS: USE: S.F.R. To REMAIN (NOT A PART) / CONTRACTOR SHALL FOR EXCAVATION, FILL, BACKFILL, AND / I COMPACTION, THE CONTRACTOR SHALL FOLLOW THE N1. EDUCATIONAL MATERIAL WILL BE PROVIDED TO THE RECOMMENDATIONS AS INDICATED WITHIN THE GEOTECHNICAL PROPERTY OWNER. 1892 \'89 0)- DAYLIGHT REPORT. 2' - -�_o / SHED TO REMAIN / 3. NO GRADING WORK SHALL BE PERFORMED AT ANY TIME N6. THE PROJECT SITE COMPLIES WITH THE LOCAL WATER r - - - a 90� -(NOT A PART) ORDINANCE. 1890.OT 1887.6TW \a 75.08' Sao a� 30.00' 0.57 WITHOUT AN EROSION NO GRADING WORK SHALL BE PERFORMED 1889.6FG 886.6FG �aa a� a�" / G.T.Ea 1882.58 a AT ANY TIME WITHOUT AN EROSION CONTROL SYSTEM _1889.1TF 1 .1TF - - - 1886.8TW TG188 . - / 1882.7TW 12.6TN10. THE PROPOSED SINGLE-FAMILY RESIDENCE WILL COMPLY (1890.5) ` 25.00 /7,1 _ - 18 1 i FL EDISON APPROVED BY THE CITY ENGINEER AND JURISDICTIONAL1882.60 1882.8FG � 880.O i 1882.5FG 1882.4FG, /B.S.L. 1 N 89° 48' 20" E 2'61.49 AGENCY. ANY GRADING WORK SHALL BE PERFORMED WITH AN WITH THE UNIFORM BUILDING CODE THROUGH THE BUILDING EG FL/HP 1882.3TF" 1882.58 - N $$8199TF 1881 9T EROSION CONTROL SYSTEM APPROVED BY THE CITY ENGINEER DEPARTMENT APPROVAL PROCESS OF THE PROPOSED o - - - FL _ - -°'co.1.0% 1 1��00 1.6% FL �-% T w.M STRUCTURE. o D LIGH 1890 1.0� ° �� ` �� 4.6% 1881 AND THE JURISDICTIONAL AGENCIES. EROSION CONTROL PLAN o 9 / , - _ - r _ E~ SHALL BE PROVIDED BY THE CONTRACTOR. 1�a, 1882.57 `o - 1s82.00 1880.41 4. CONTRACTOR SHALL PROVIDE A STORM WATER POLLUTION N11. THE PROJECT SITE WILL COMPLY WITH LOCAL Q / / - - _ 1 s%- �1882.75-1882.91 Fs ' FS SINGLE-FAMILY RESIDENTIAL TRASH REMOVAL STANDARDS. � w _ -2.0% / / 1882 67 FS F PREVENTION PLAN CONTRACTOR SHALL PROVIDE A STORMJJ / I - FL/HP. i 1882.75 = o - i / 1883.01 i 1.8% / / FS 5 / ' - / FS 5/ O WATER POLLUTION PREVENTION PLAN (SWPPP) AND EROSION o w z� � � 6 o Q Q , �N 24'�SC� / 11.3q FS ° AND SEDIMENTATION CONTROL FOR REVIEW AND APPROVAL BY o Cn o- 20 CORRAL / 1882 67 - % I U STRUCTURAL SOURCE CONTROL BMPS: I ° THE JURISDICTIONAL AGENCIES. USE RECOMMENDATIONS BY o o o AREA 1 IMAX / °�° Fs �o THE BEST MANAGEMENT PRACTICES (BMP S) TO IMPLEMENT S4. USE EFFICIENT IRRIGATION SYSTEMS & LANDSCAPE DESIGN I w w 8.7'c v I ' N / CUTS 0 E 2°`% - 1882.75 = 15 CONTROL. USE MINIMUM OF TWO STACKED SANDBAGS AROUND /o w Q i _ 1882.75 46 8' Fs 1881 9s 1878.22 WATER CONSERVATION, SMART CONTROLLERS, AND SOURCE � c� cn o _ THE PERIPHERY OF THE WORK LIMITS TO AUGMENT THE SYSTEM z w / i �' Fs - Fs �� FS .67 REQUIRED BY THE AGENCIES HAVING JURISDICTION OVER THE CONTROL (STATEWIDE MODEL LANDSCAPE ORDINANCE; CASQA I Fn :2 Lij / i , 1a87 / 1882FS / PORCH 1.5q ^�I PROJECT. NEW DEVELOPMENT BMP HANDBOOK SD-12) co Q � / / - / ° - / 1882.67 o ao 5 8 o I E�. / /TG1882. 0 / PROPOSED 1882.67 FS �i / 5. CONSTRUCT DESIGN GRADES SHOWN ON PLAN. CONSTRUCT / / :I -----T---- cn D- FENCE i N / I V1879. SINGLE FAMILY RESIDEN E FS o l / 30.00 STRAIGHT GRADES CONSTRUCT DESIGN GRADES SHOWN ON o- w - 11 V �� 1a86 '` / ao / PREVENTIVE LID SITE DESIGN PRACTICES: z z 21 � i / - LIVABLE AR : 4,210 SQ. FT. / PLAN. CONSTRUCT STRAIGHT GRADES BETWEEN INDICATED a •• 0 - / 00 18.00 ELEVATIONS UNLESS INTERRUPTED BY A GRADE CHANGE LINE. Q z o / c� / i N / "CROSS BUIL ING: 6,735 S . FT / 3�.81 ^o, / COV1{RED FF 6. THE CONTRACTOR IS ADVISED THAT THE APPROVAL OF THE FOLLOWING APPLICABLE PREVENTATIVE LID SITE DESIGN o / o X W J1a$5 / �ATIO - - PAD=1882.75 18 1882.67 CO 2 � T 0 1- 44 N / I / FF=1883.42 7/�< OSED FS 1 1875. THIS PLAN DOES NOT WAIVE THE CONTRACTOR IS ADVISED PRACTICES FOR SINGLE-FAMILY RESIDENCES HAVE BEEN 1 8.9' i F.� INCORPORATED INTO THE PROPOSED PROJECT DESIGN: / z/ / i o 1882.75 3 CAR GARAGE: �- THAT THE APPROVAL OF THIS PLAN DOES NOT WAIVE THE 91882.33 Fs REQUIREMENTS FOR EXCAVATIONS CONTAINED IN THE STATE / 19 1ga FL _ 80.1' 38.5' / _ CATCH BASIN CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE A. PRESERVE EXISTING DRAINAGE PATTERNS AND TIME OF / / 4 4/ BASEMENT: 0 - 0 °' `� 1g75.89 3 932 S0. FT� oo/ °° °° 0° °° ° 1 T.� �a 4 a ) DIVISION OF INDUSTRIAL SAFETY. CONCENTRATION _� - / 1a8 1882 \ _ F.� 7. NO FILL TO BE PLACED UNTIL THE GEOTECHNICAL - _ ' , 1ss2.75- - TG187 .72 /� - - INV1877.72 /I N (1876.2 ENGINEER AND INSPECTOR HAVE NO FILL TO BE PLACED, UNTIL �- X. WALL - _ _ - - FIELD VERIFY B. DISCONNECT IMPERVIOUS SURFACES i - - N 1ss2.5o 1882.37 . TO BE - / � F � o /- - - - - � /EG EXISTING CATCH THE GEOTECHNICAL ENGINEER AND INSPECTOR HAVE INSPECTED N DEM G. 1ggOFL/HP 1.0%- ' 1.0%_ 1.0% 1.0%- Fs T 187T7. 518 AREA N 7 9 / C' -� P -- 9' 3" BASIN INVERT AND APPROVED THE BOTTOM OF EXCAVATION. o� - - - - - - - _ 18s2.5o 1g78 3 ) 3 IN 1874 ELEVATION 8. ALL FILLS AND BACKFILLS SHALL BE ADEQUATELY o�; ( INLE�I8�OQ FL/HP 8 MOISTURE-CONDITIONED AND ALL FILLS AND BACKFILLS SHALL �°' - -1a 18s1.81 - - - � ' - 18 TG1882.18 19 - - 0 76 T I FS ) - - INV1878.68 , - - 1876.OEG BE ADEQUATELY MOISTURE-CONDITIONED AND COMPACTED TO _187g- N 89° 35' 40' E 241.63' 16 WALL 1875 5TF 9 T.0 187 (1878.8) WALL i a� ,18�6- I F•L 5'46) AT LEAST 90% OF MAXIMUM DRY DENSITY (PER ASTM D1557) EG PROFILE 1" WALL 1 - ' 1880.00T '1880.00T 12 PROFIL 4 7g7487 ) AS RECOMMENDED. 1881.42T 1881.00T WALL 1881.00T 01881.00 PROFILE 3 WALL 1876.OEG-1876.OEG 9. ALL IMPORTED FILL SHALL BE APPROVED AT THE SOURCE 1879.4EG 1879.OEG�ROFILE 2 1878.OEG 1877.OEG s46° 11' 06.46'W 20.616' PRIOR TO DELIVERY TO ALL IMPORTED FILL SHALL BE o 878.5TF 1876.5TF LONG 1875.5TF 1875.5TF 1878.5 F 1877.5TF 0 01 HILLSIDE RAMP COMPLY WITH APPROVED AT THE SOURCE PRIOR TO DELIVERY TO THE SITE. �; �� TE ROAD ADA REQUIREMENTS 10. NO FILL TO BE PLACED, UNTIL THE CITY GRADING O �a 15.00' TREE LO�AT N ND CONTRACTOR o 12 CATCH BASIN a� INSPECTOR AND SOIL ENGINEER NO FILL TO BE PLACED, UNTIL N �� EQUESTRIAN AND TYPE PER -TO VERIFY ONSITE THE CITY GRADING INSPECTOR AND SOIL ENGINEER HAS N F� EASEMENT 107.78' LANDSCAPE - PLAN 32.03' INSPECTED AND APPROVED THE BOTTOM EXCAVATION. - _ 11. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY - - - - - - LINE THAN THE HEIGHT OF RETAINING WALLS LOCATED CLOSER H I L L S I D E R 0 A D TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION NOTES: CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. PROPOSED GAS METER LOCATION 12. THE SOIL ENGINEER IS TO APPROVE THE KEY OR BOTTOM 1900 1900 AND LEAVE A THE SOIL ENGINEER IS TO APPROVE THE KEY OR O2 PROPOSED 400 AMP. ELECTRICAL SERVICE LOCATION BOTTOM AND LEAVE A CERTIFICATE ON THE SITE FOR THE 1896 1896 PROPOSED CONDENSER UNIT LOCATION GRADING INSPECTOR. THE GRADING INSPECTOR IS TO BE 4 LINE TO INDICATE PROPOSED EDGE OF 4" NOM. THK. CONC. FLATWORK NOTIFIED BEFORE ANY GRADING BEGINS AND FOR BOTTOM P OPOSED INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED 1892 RETAINING WALL PROP. RETAINING 1892 50 PROPOSED PERMEABLE PAVERS © HATCHED AREAS PER DETAIL HEREON WITH THE APPROVAL OF THE GRADING INSPECTOR. WALL AN CMU © PROPOSED 6" CONC. CURB PER CITY OF RANCHO CUCAMONGA STD 104 1-6 13. ALL CUT OR FILL SLOPES SHALL BE NO STEEPER THAN 1888 1888 FOR LANDSCAPING AREAS 2: 1 (26 DEGREES). ALL CUT OR FILL SLOPES SHALL BE NO PROPOSED LANDSCAPING AREAS STEEPER THAN 2: 1 (26 DEGREES). 1884 FF= 1883.42 1884 14. ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, NIT ® EXISTING CURB PER CITY STANDARDS SHALL BE CONDUCTED VIA ALL CONCENTRATED DRAINAGE, O9 EXISTING GUTTER PER CITY STANDARDS INCLUDING ROOF WATER, SHALL BE CONDUCTED VIA GRAVITY 1880 3 9, 1880 10 EXISTING 6'-0" CMU WALL TO BE DEMOED TO THE STREET OR APPROVED LOCATION AT A 2% MINIMUM. 15. STAKE AND FLAG PROPERTY LINES IN ACCORDANCE WITH 1876 1876 11 PROPOSED 6' WROUGHT IRON EQUESTRIAN TRAIL ACCESS GATE A LICENSED SURVEY MAP. STAKE AND FLAG PROPERTY LINES XISTING GROUN 1� EXISTING STREET LIGHT IN ACCORDANCE WITH A LICENSED SURVEY MAP. 1872 1872 13 PROPOSED BASEMENT EGRESS 16. CONTRACTOR TO MAINTAIN EXISTING ELEVATIONS UNLESS OTHERWISE NOTED.CONTRACTOR TO MAINTAIN EXISTING 0+25 0+50 0+75 1+25 14 EXISTING APPROVED CONC. SIDEWALK PER CITY STANDARDS ELEVATIONS UNLESS OTHERWISE NOTED. 0+00 1 +00 1 +40 20 10 0 20 40 15 EXISTING APPROVED CONC. DRIVE APPROACH SCALE FEET 16 PROPOSED RETAINING WALL (MAX 4') PER SEPARATE PERMIT, 6' WALL TOTAL SECTION A-A 1 = 20 WITH FREESTANDING CMU BLOCK WALL ON TOP OF RETAINING WALL WHERE HORIZONTAL SCALE: 1"=20' INDICATED 1 PROPOSED � N VERTICAL SCALE: 1"=10' DR 54" PVC PIPE, MIN SLOPE 0.7% 18 PROPOSED NDS 9" SQUARE GRATE, NDS NO. 950 WITH NDS NO. 90OFF FILTER INSERT O.A.E. 19 PROPOSED WATER BAR PER CITY OF RANCHO CUCAMONGA STD 1012 PROPOSED 4" STABILIZED DECOMPOSED GRANITE IN EQUESTRIAN AREA 21 PROPOSED CONC. V DITCH PER DETAIL HEREON © PROPOSED 1,200 GALLON SEPTIC TANK © PROPOSED 5'OX32' DP. SEEPAGE PIT ® EXISTING 6'-0" CMU WALL TO REMAIN 1892 24' S . C IRRAL 1892 4" 3'-0" 4" EXISTING GROIJ�in F,I- AREA 1888 PROPOSED RESIDENCE 2.0% PAD= 882.75 1888 6" PERMEABLE FF= 1883.42 PAVEMENT LAYER 1884 0 1884 r- 4" SAND LAYER ° I 4 1880 �- 1880 a � a a a4 C-1/4" STONE 1876 1876 BEDDING LAYER 3" CONCRETE OR 3" 2500 AIR PLACED CONCRETE W/ z 1872 6"X6" 1 .4WX1 .4W WELDED 8" 40% POROSITY STONE D A '--E R T 1872 WIRE MESH RESERVOIR LAYER ///////////aiiaiiiiiiri / 0+00 0+25 0+50 0+75 1 +00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+10 'DIAL TOLL FREE UNCOMPACTED SOIL CONCRETE V DITCH DETAIL SUBGRADE LAYER 1 -800-227-2600 HORISO SCION B-B-20 NTS AT LEAST TWO DAYS VERTICAL SCALE: 1"=10' BEFORE YOU DIG PERMEABLE PAVEMENT DETAIL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NTS SEAL-COUNTY SEAL-ENGINEER ENGINEER OF WORK BENCHMARK: DRAWN C�� ®F RANCHO 1�TCH® �1IrT��®1�T�P-,� � SHEET N0. VEY CITY A V CUCAMONGA V G PROFESS�a INC Ventura Engineering Inland, DESIGNED WORK CONTAINED WITHIN THESE PLANS 27393 Ynez Road, Suite VEY 159 CHECKED SINGLE FAMILY RESIDENCE 2 SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A � INo. 66532ENTURA Phone:Temecul(9 1)25259632 SCALE WV OF 3 SHEETS �c Exp. 6-30-22 GRADING PERMIT HAS BEEN ISSUED. wilfredo©venturaen gin eeringin Ion d.com AS SHOWN APN °° 10 61 3 81 17 0 0 0 0 „� FILE N0. CIVIL �P �� 1/20/22 JOB NUMBER SITE GRADING AND DRAINAGE PLAN MARK BY DATE APPR. CF Ca�F WILFREDO S.D. VENTURA DATE XXXXXXX FOR: W.O. COUNTY ENGINEER R E V I S 1 0 N S COUNTY RCE 66532 EXP. 06/30/22 FILE NO. GRADING NOTES: 1. THE ESTIMATED QUANTITIES PROVIDED BELOW ARE FOR REFERENCE ONLY TO BE USED FOR JURISDICTIONAL PLAN APN: 1061-381-18-0000 EXISTING HOUSE j CHECKING AND PERMITTING PURPOSES ONLY. ZONE: IRS - SINGLE RESIDENTIAL OWNER: LINDA BROWN ( F.F. 1887.40) 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN USE: S.F.R. TO REMAIN (NOT A PART) FINISH GRADES TO EXISTING GRADES IN SURVEY. THE I ESTIMATED EARTHWORK DOES NOT CONSIDER THE THICKNESS OF EACH PAVEMENT MATERIAL, FOUNDATION AND SLAB ON SHED TO REMAIN GRADE VOLUMES, THE REMOVAL OF ANY UNSUITABLE MATERIAL, (NOT A PART) AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS, TOP SOIL OR VEGETATION. -75 0 i 30.00' B.S.L. ' G.T.E 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE 25.00' o EDISON B.S.L. � N 89° 48' 20" E 261.49 � SHRINKAGE FACTORS DUE TO COMPACTION OR ANY OVER ' L CN C EXCAVATION QUANTITIES. o ° °� � W.M I o E-i 4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK J �� - -1.09 -1.44 -1.08 -1.21 -1:52 -2.18 -2.99 - ° QUANTITIES NECESSARY FOR HIS BID AND WORK. THE CIVIL Q ENGINEER ON RECORD IS NOT RESPONSIBLE AND LIABLE FOR o w THE CONTRACTOR'S EARTHWORK CALCULATIONS. O o z Q - .09 -0.75 -0.54 -0.24 -0.34 -0.54 -1.16 -2.09 -2.84 -2.49 -2.10 -1�9 ,t44 -1.13 -0.80 -0.49 -0.22 -0 1 .03==Q.1 5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT w z CORRAL ° U _ ALL ON-SITE MATERIALS ARE SUITABLE FOR BACKFILLING. o o .00 -0.24 0.19 0.63 0.45 0.00 -0.68 -1.34 - 9 -�. -- -- 4 -0.53 -0.32 -0.15 0.18 0. 6 Q. 2 15i HOWEVER, ACTUAL EXISTING ON-SITE MATERIALS AND IMPORTED _j oo -ON5 - MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL r7 z w - - ENGINEER OR CITY INSPECTOR PRIOR TO INSTALLATION, ! v� LJ 400 0.08 0.38 0.81 0.68 0.21 -0.20 -0.66 -1.' 5 7 0.04 0.19 0.46 0.78 0.85 0.83 _ . REMOVAL, OR REPLACEMENT. (D Q o 00 PROPOSED 8 o 5 0 6. CALCULATION OF CUT AND FILL: w ��. 0.00 0.25 0.50 0.59 0.49 0.46 0.04 -0.56 -0.09 0.33 0'54 E L SI CE1. 1732.81' 2 1.10 r 0. • - 30.00 z z _ LIVABLE AREA: 4,210 SQ. FT. ° ? LY a ° a ° ° ao ESTIMATED CUT = (-) 301 CY. Q z o N F� �LBUILDING: 6,735 SQ. FT 18.00 ° 44 ESTIMATED FILL = (+) 697 CY. oN o C�.01 -0.05 0.12 0.27 0.47 0.65 0.70 0.33 -0. 0.40 0.90 0.9.5 0.84 1.06 1.21 1.32 1. 0 D2.42 82 2.17 1.45 Os4 T.O 18�547 NET (CUT) _ (+) 396 CY. z I 3 CAR GARAGE: Ln 0.42 -0.31 0.02 0.24 0.31 0.36 0.36 0.42 0.36 1.06 1.35 1.31 1.26 1.27 1.40 1.47 1.55 1. 6 1. AS� TT2.66 1a 2. 5 1.89 Q�,19 CATCH BASIN 8g 932 SQ. FT. .� 18�5. 13 � 187 4. 8 N - - .76 -0.34 -0.27 -0.17 0.07 0.03 -0.06 -0.01 0.81 1.5�77 1.76 1.74 1.74 1.83 2.00 2.21 2. 2 3.12 3.28 3.60 82 3. 1 2.03 Q,.� '0 � I -�G 7R4C - - ° ° ° a a I AREA DRAIN 89°49'03" o� ( INLET 1880.30 ) I F C3. a 1.61 .45 2.55 2.74 3.09 3.08 3.19 3.61 3.86 3.84 3.97 4.67 4.80 4 9 3. 4 29.7735 T QD G 18 �m o � c9 N 89° 35' 40" E 241.63' 16 9 I ( Fc ,8,5.46) O 12 4.g/ � D D f S46° 11' 06.46"'W 20.616' o A - I o 5.0 0' G.T.E o G q� 2 CATCH BASIN rn I N � ' EQUESTRIAN N F� EASEMENT 107.78' 32.03' - 20 10 0 20 40 H I L L S I D E R 0 A D SCALE 1" = 20' FEET EXISTING WALL RETAINING WALL PER SEPARATE 16.4' PERMIT 5 I 10.5' MIN PROP WALL w 4' 1° 5' W3 PROFILE W4 PROFILE o PROPOSED BUILDING o J z 3.7' 4 LLJPROPOSED BUILDING W 1 PROFILE W 2 P R O E E E w o � z J co J w Zi Z FF PAD ELEV. o 00 = I 2 IN 2X PER PLAN w FF PAD ELEV. 22%M� PER PLAN ELE: 1885.42 ELE: 1884.82 1884 ELE: 1883.00 1884 1884 ELE: 1882.05 1884 4" CONCRETE WALKWAY PROP. 2' BENCH AT TOP OF PROP. 1884 1884 SLOPE 4 CONCRETE WALKWAY RETAINING RETAINING TWALL ELE: 1881.00 PROP. 1884fOE WALL 1884 2.0 2 05' RETAINING 4.0' 3_82' ELE: 1881.00 WALL LE: 1881.42 PROP. 1880 1880 TYPICAL SIDE YARD(STREET SIDE) TYPICAL SIDE YARD(NEIGHBOR SIDE) 1880 RETAINING 1880 NOT TO SCALE NOT TO SCALE \ ELE: 1878.82 WALL ELE: 1880.00 LE: 1879.42 1880 2.18 1880 4 0 3.95' ELE: 1877.00 ELE: 1876.05 1880 1880 0+00 0+25 0+40 0+00 0+25 0+40 0+00 0+25 0+40 0+00 0+25 0+40 WALL PROFILES 1-4 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' D ,,A �L E R T DIAL TOLL FREE �1 -800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEAL-ENGINEER ENGINEER OF WORK BENCHMARK: DRAWN VEY CITY 1 'IU 1�1 CITY OF RANCHO C CAMONGA SHEET NO. Ventura Engineering Inland, PROFESS/ INC DESIGNED WORK CONTAINED WITHIN THESE PLANS F� 27393 Ynez Road, Suite VEY 159 CHECKED SINGLE FAMILY RESIDENCE 3 SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A �WILFREDO S.D. VENTURA� Temecula, CA 92591 WV / No. 66532 Phone: (951)252-7632 SCALE APN : 10 61 - 3 8117 - 0 0 0 0 OF 3SHEETS GRADING PERMIT HAS BEEN ISSUED. 6-30-22 wilfredoC�?venturaen gin eerin gin Ion d.com VE I AS SHOWN * Exp. � FILE NO. sT CIVIL �P 11� �� 1/20/22 JOB NUMBER CUT AND FILL PLAN MARK BY DATE APPR. q� CF c WILFREDO S.D. VENTURA DATE XXXXXXX FOR: W.O. COUNTY ENGINEER R E V I S 1 0 N S COUNTY RCE 66532 EXP. 06/30/22 FILE NO. GRADING NOTES: 1. THE ESTIMATED QUANTITIES PROVIDED BELOW ARE FOR REFERENCE ONLY TO BE USED FOR JURISDICTIONAL PLAN APN: 1061-381-18-0000 EXISTING HOUSE j CHECKING AND PERMITTING PURPOSES ONLY. ZONE: IRS - SINGLE RESIDENTIAL OWNER: LINDA BROWN ( F.F. 1887.40) 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN USE: S.F.R. TO REMAIN (NOT A PART) FINISH GRADES TO EXISTING GRADES IN SURVEY. THE I ESTIMATED EARTHWORK DOES NOT CONSIDER THE THICKNESS OF EACH PAVEMENT MATERIAL, FOUNDATION AND SLAB ON SHED TO REMAIN GRADE VOLUMES, THE REMOVAL OF ANY UNSUITABLE MATERIAL, (NOT A PART) AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS, TOP SOIL OR VEGETATION. ago 00' G.T.E �8g� 5, 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE 25.00' EDISON W.M B.S.L. N 89° 48' 20" E 261.49' � SHRINKAGE FACTORS DUE TO COMPACTION OR ANY OVER _ - - - - - - - EXCAVATION QUANTITIES. o o E' o� 4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK J I -0.10 -1.09 -1.44 -1.08 -1.21 -1.52 -2.18 -2.99 -3.97 -3.89 -3.55 -3.13 -2.77 -2.33 -1.83 -1.42 -1.13 -0.97 -0.59 -0.53 -0.49 -0.07 -0.36 -0. QUANTITIES NECESSARY FOR HIS BID AND WORK. THE CIVIL Q w ENGINEER ON RECORD IS NOT RESPONSIBLE AND LIABLE FOR o THE CONTRACTOR'S EARTHWORK CALCULATIONS. O o Q Q -0.09 -0.75 -0.54 -0.24 -0.34 -0.54 -1.16 -2.09 -2.84 -2.49 -2.10 -1 7.9 44 -1.13 -0.80 -0.49 -0.22 -0.01 0.04 0.11 0.35 0.53 0.25 -0.0 - I O 5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT o � a o � w E �J U ALL ON SITE MATERIALS ARE SUITABLE FOR BACKFILLING. cn o L� - - - - - - - - -0.00 0.24 0.19 0.63 0.45 0.00 0.68 1.34 1.99 1.55 1.15 0.84 -0.53 0.32 0.15 0.18 0.36 0.37 0.43 0.61 0.82 0.98 0.73 0.46 15i HOWEVER, ACTUAL EXISTING ON-SITE MATERIALS AND IMPORTED 1 J w LL o MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ` z w (' o ENGINEER OR CITY INSPECTOR PRIOR TO INSTALLATION, 1 U5 Q L �01 0.08 0.38 0.81 0.68 0.21 -0.20 -0.66 -1.15 -0.69 -0.29 -0.07 0*04 0.19 0.46 0.78 0.85 0.83 0.80 1.03 1.24 1.47 0.81 0.28 0.1 REMOVAL, OR REPLACEMENT. 0 1 < g 6. CALCULATION OF CUT AND FILL: z w Ln - 0 0.25 0.50 0.59 0.49 0.46 0.04 -0.56 -0.09 0.33 0.54 0.43 0.60 0.84 1.00 1.09 1.14 1.32 1.71 2.07 2.40 1.82 1.10 0. 30.00 18.00 ESTIMATED CUT = (-) 301 CY. Q z O �' R 44 ESTIMATED FILL = (+) 697 CY. oN o 1 -0.05 0.12 0.27 0.47 0.65 0.70 0.33 -0.13 0.40 0.90 0.915 U.SO 0.84 1.06 1.21 1.32 1.44 1.65 2.03 2.42 2.82 2.17 1.45 0.1 T•0 18�5.47 NET (CUT) _ (+) 396 CY. z -0.31 0.02 0.24 0.31 0.36 0.36 0.42 0.38 1.06 1.35 1.31 1.26 1.27 1.40 1.47 1.55 1.66 1.96 2.35 2.66 3.21 2.35 1.89 0.19 CATCH BASIN �5.89 a 4. B -0.34 -0.27 -0.17 0.07 0.03 -0.06 -0.01 0.81 1.53 1.77 1.76 1.74 1.74 1.83 2.00 2.21 2.72 3.12 3.28 3.60 3.82 3.01 2.03 0., IO 0 I� AREA DRAIN Y of ( INLET 1880.30 ) I 1 4-0.4 .19 0.29 1.01 1.61 2.45 2.55 2.74 3.09 3.08 3.19 3.61 3.86 3.84 3.97 4.67 4.80 4.90 3.84 0.75 U) g QD -m J N N 89° 35' 40" E 241.63' U 9 I ( FC 1875 46) TTO_j__ O 12 1874.87 1� O i S46° 11' 06.46'W 20.616' o - I .0 0' G.T.E 5 o q� 2 CATCH BASIN rn I EQUESTRIAN N F� EASEMENT 107.78' 32.03' - 20 10 0 20 40 H I L L S I D E R 0 A D SCALE 1" = 20' FEET EXISTING WALL RETAINING WALL PER SEPARATE 16.4' PERMIT 5 I 10.5' MIN PROP WALL w 4' 1° 5' W3 PROFILE W4 PROFILE o PROPOSED BUILDING PROPOSED BUILDING 4 W 1 PROFILE W 2 P R O E E E w 00 J o z J V) Z FF PAD ELEV. 00 2 o PER PLAN FF PAD ELEV. G 2%�°M_ PER PLAN ELE: 1885.42 ELE: 1884.82 1884 ELE: 1883.00 1884 1884 ELE: 1882.05 1884 4" CONCRETE WALKWAY PROP. 2' BENCH AT TOP OF PROP. 1884 RETAINING 1884 SLOPE 4 CONCRETE WALKWAY RETAINING 1884 1884 WALL ELE: 1881.00 RETAINING WALL ELE: 1881.00 TYPICAL SIDE YARD STREET SIDE tELE: 1881.42 WALL PROP. 1880 1880 ( ) TYPICAL SIDE YARD(NEIGHBOR SIDE) 1880 RETAINING 1880 NOT TO SCALE NOT TO SCALE ELE: 1878.82 WALL ELE: 1880.00 LE: 1879.42 1880 \ 1880 ELE: 1877.00 ELE: 1876.05 1880 1880 0+00 0+25 0+40 0+00 0+25 0+40 0+00 0+25 0+40 0+00 0+25 0+40 WALL PROFILES 1-4 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' D G,,A �L E R T DIAL TOLL FREE �1 -800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEAL-ENGINEER ENGINEER OF WORK BENCHMARK: DRAWN CITY OF RANCHO Cif CAMONGA SHEET NO. Ventura Engineering Inland, VEY CITY RANCHO 'IU 1�1 PROFESS/ INC DESIGNED WORK CONTAINED WITHIN THESE PLANS F� 27393 Ynez Road, Suite VEY 159 CHECKED SINGLE FAMILY RESIDENCE 3 SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A �WILFREDO S.D. VENTURA� Temecula, CA 92591 WV / No. 66532 Phone: (951)252-7632 SCALE APN : 10 61 - 3 81 - 17 - 0 0 0 0 OF 3SHEETS GRADING PERMIT HAS BEEN ISSUED. 6-30-22 wilfredoC�?venturaen gin eerin gin Ion d.com VE I AS SHOWN * Exp. � FILE NO. sT CIVIL �P 11� �� 1/05/22 JOB NUMBER CUT AND FILL PLAN MARK BY DATE APPR. q� CF C WILFREDO S.D. VENTURA DATE XXXXXXX FOR: W.O. COUNTY ENGINEER R E V I S 1 0 N S COUNTY RCE 66532 EXP. 06/30/22 FILE NO. 127'-3"OVERALL BUILDING 00 27'-0" 63'-7" 59'-6" 4'-1" PREPARED BY 24'4" 9'-7" 11 4'-4" 14'-0" T-T- 199K WATERTANKLESS TILE 6'-0"HI. MIN.A.F.F. N IM0 + REJ WATER HEATER (TYP.@ 3 WALLS) T-71" 17'-0�" PROPOSED LINEAR 2 11'-7" 2 DRAIN @ SHOWER 9.5 DESIGN SOLUTIONS 6'-7" -3" 14176 AMARGOSA RD.STE.C SCALE: 3/16"= 1'-0" VICTORVILLE,CA 92392 1/2"H.B. 2 2 6 7 $ WWW.MOMEADL SIGN.US CONTACT@MOREDESIGN.US _ ❑ _ - 8'- "x '-0" 'VAN TY I I �3 PH:(760)669-0613 SHOWER 1•'. I I 7 PROJECT ADDRESS: Cl) w9HOT MOP I I LAV. _ A.P.N.: 1061-381-17-0000 -" HERS 2ii W/ ILE OVER co to CLOSET - - - - - rn HOT MOP w/SLIP 9'-3"x T-0" � O r, Q RESISTANT CERAMIC MASTER 12'CLG. o PROPERTY INFO: J Q Q SIN D 11 TILE OVER 10 1 O O TEMPERED BATHROOM 13 TRACT 13810 LOT 1 GLASS SHOWER 11'-5"x 28'-10" w 0 CV M �N \� FOYER 10ENCLOSURE 10'CLG. x O N MASTER N O 9'-3"x 4'-0" O 2 ��_ 12'CLG. LAV. BEDROOM 23'-10"x 19'-4" 10 12 �"� SIGNATURE: 12'CLG. cfi - HIS 18'-10° C? -a--p in 06.1 CLOSET 12'-7" 6'-3" 10'-10" Q 9'-3"x T-7" U 00 12'CLG. 1 STUDIO Oiv O 18'-0"x 14'-2" o 7 12'CLG. v 0 2'_8" V I CV I 7'-5" `L I `° © °°X. GOVERNING II i\ 5'-3" 6'-6" THESE PLANS SHALL COMPLY WITH - �� - � FOYER a - - - A 6 _ THE 2019 CALIFORNIA BUILDING CODE :L'�lJ.� G ROOM o PORCH WHICH ADOPTS THE 2019 CMC, 2019 34'-5" I «««««« 10'-5"x 6'-9" 0 I ******** * ** * CLG _3 12 CLG. 10 ❑ 10' 5 x 6'- L, z CPC, 2019 CEC, 2019 CGC, 2019 CRC V-8" 14'-8" V-8" 16'-5" ««««««««««««««««««** V-3" T-6" 9'-7" `� ih 19'CLG9 OF TWOR (TYP.) AND THE 2019 ENERGY STANDARDS *24t40"x 16' {.(,2 LINE INDICATES EDGE FLA K 1/2"H.B. AS WELL AS MUNICIPAL CODE ON z LINE INDICATES EDGE I I O z WHICH THE PROJECTS IT'S o OF FLATWORK(TYP.) I I 4 -p D E V E L O P E D C? 100 J � _ M N J No. REVISION DATE J — — — — — — — — — — — — — — — — — — — — — — — — — M J w ❑ ❑ 7� , - - - - EDROOM 1 2_8 w PLANNING_8-6-2020 p \` 18'-0"x 13'-9" " p =IN DASHED LINE INDICATES CLG. 1 J2 'Q6. L? LINE OF SOFFIT O 1 _ X TREATED WOOD TRELLIS ZN X-X AWNING w/CORBEL 20"SQ. FRAMED _ o COLUMN w/STUCCO 6' SURROUND SURROUND NOOK ^ w 4'-2" 8'-6" 6'-2" ;it9-0 0 23 0 SUPPORTS 15'-6" �44 0" 2'-6" 12 I 11'-6"x 10'-6" I = 1 3'9 8'-0" 3 9" U 00 11'CLG. 1 , DINNING 1'o„ 19'-2"x 17'-10" 1/2"C 0 — — — — — — — p L 11 i 1 G. ENT H.B. 5 ih — — — PATIO 8'x 8'SECTIONAL I aw ` O \` / A ^�++ ii GARAGE DOOR U 26'-0"x 21'-7" ��' g iJ Y W U N 1 O o a o 12'CLG. - - - d, 9 I I 10 0 0 cq N N Qo ❑ °O 13 w Q O i1 O I w z 10 : I 16'x&SECTIONAL G RAGE DOOR ' a � W 61 v w m° 0 15 J a. 11 WALK-IN 1 : J U O MUD 3'-11" 8'-6" 3'-6" W 2 H- ail= �( Qa m I 199KTANKLESS O ° CU g'0 6'-10"x 4'-6" A; = p m iio CLOSET m'I` I m I WATER HEATER I a a 0 O cn o U O BATH 1 °511- 5'-4"x 6'-6" 3 I U 2 J = w U 10'CLG. UI Q U U O U c0 8'-2"x 6'-6" 10'CLG. o f I o I z U Q 10'CLG. Al 1 = I I = I \ zo Lu❑ q 10 KITCHEN O ( -- - ---- I O I O - A z z A6 - - - BATH. 4 -- - - O I ; - - - - - - A6 W O vi - ISLAND 7 S&P 10 � `co .8'-6"x5'-6" ` w O 6'-10"x T-10" $ I C' - - - - - U T W Q zo 10'CLG. ILL I� 71 —71 w w 2 z ❑ U O w \ \/ a n O1 = oU ° U i1 p w pj � z 3 ` PANTRY :N. .r:. D.w SINK D.w. � a - o z 3-CAR GARAGE o z ` �, — �_ U 6'-4"x 6'-10" I ., u - � _ in O z W Ni KITCHEN O7 0 2 35'-10"x 23'-5" o co � O ❑ 4S° 10'CLG. f' r` 1 = 0- L9 N w � ❑ — DROP ; Q'1. 19'-2"x 10'-4" 1 Q I I 10'CLG. w p IN O :i' U<I; 12'CLG. I U I I N z O O k RANGE I III Y cj N I J z N 2 %WALK-IN w.c S ° �_ � I o �Il Q ° O BEDROOM 3 C° I I 2'-4" J z } j• �.� �• �' --J ii U 13' 11"x 13'-0" 'I z CLOSET SH E s• ® II 10'CLG. O 001 I 1-HOUR FIRE RATED WALL W/5/8" r Q w p z ih °? 10'CLG. _ I THK.TYPE'X'GYP. BRD.TO EXTEND E Q a w N 10 BEDROOM xx 12'2 9"20 N 1 B2T 10'-0' p 3 o r — 3 ° Z UT LINEN I TO GARAGE CEILING ' - - q_g 0. U) 010'CLG. 10'CLG. W10O wCoH3 I I I 2 W Jz =w oo ~ 9 4 I I 4 9 o2a s'-6°x6' 1o" I J a ° �_ a M 10 15 U) U O L — J = U O 10'CLG 7 I I fl SEE SHEET A-1.5 FOR ENLARGED = 5 Q z 2 C° LAV. n m 15 I STAIR PLANS&STAIR DATA �� z U 4 0� z � 00 N ❑ 00 LINEN O I O (n 0 w w "DROP 1/2"H.B. ° ❑ z I 20"SHOWER I Q z o _ BENCH 2 2 CO D. COND. GAS METER I1 Q = W 2'-6" 2'-6" , �z.J J _w o 3 TREATED WOOD TRELLIS — — — — J — — — — — — — — L J L � J O ~ z a AWNING w/CORBEL 2'-6"X 2'-0" FIXED WINDOW 3 1 O Q O0 U SUPPORTS 1 V-7-" 9'-9 4"NOM.THK. LOCATION OF 400 AMP. LOCATION OF BASEMENT SEE INTERIOR ELEVATIONS 4 9'-6" 4 4'-0" CONC. LANDING. U Q ELECTRICAL PANEL EGRESS ACCESS W/STEEL ❑w p w EGRESS LADDER Q U � U ❑ 8'-4" 15'-2" T-4" T-4" T-4" 3'-7" 5'-5" 14'-3" T-10" 3'-10" 36'-8" U w - z w azz � U � Um 16'-6" T-0" 10'-0" 23'-3" 44'-4" f , ui z z w = �.J ❑ 33'-6" 13'-10" 6T-7" O § Q o 0- 10' 0" 114'-11" 2'-4" _ Of ❑w z - Ir U) ❑ � O p 127'-3"OVERALL BUILDING z O z a a O 11 IF w g DOORS BY HEINZMANN:6-16-6 MM SAFETY GLASS, SOLID VINYL WINDOWS BY HEINZMANN:4-16-4 MM GLASS, SOLID VINYL SYMBOL: Q FLOOR PLAN - 4 211 SQ. FT. DOOR SCHEDULE EXTRUSION, MULTI-AIR CHAMBERS AND GALVANIZED STEEL SYMBOL: $ WINDOW SCHEDULE EXTRUSION, MULTI-AIR CHAMBERS AND GALVANIZED STEEL # AREA TABULATION. wOfz >_ REINFORCEMENT; COLOR WHITE INSIDE, DARK BROWN OUTSIDE O REINFORCEMENT; COLOR WHITE INSIDE, DARK BROWN OUTSIDE O o Lu L z SCALE: 3/16"= 1'-0" O U } Q } z = w ❑ m # SIZE THK. #REQ'D DESCRIPTION REMARKS LOCATION # SIZE LIGHTS #REQ'D DESCRIPTION REMARKS LIVABLE AREA = 4,210 SQ. FT. w W ~ � Q z BASEMENT AREA = 932 SQ.FT. w = H 1 6'-0"X 9'-0" 1 3/4" 1 COLOR: RED;42"DOOR W. (2) 12"SIDELIGHTS S.C.S.w/SANDBLASTED GLASS ENTRY 1 2'-6"X 6'-0" TILT/TURN 4 VINYL FRAME;COLOR: DARK BROWN W/2'-6"SQ.TRANSOM WDW. FIXED ABOVE 1 O U_ z 3 CAR GARAGE = 958 SQ.FT. O z U = W U 2 T-0"X 8'-0" 1 3/4" 2 20 MIN. FIRE RATED SELF CLOSING/LATCHING H.C.M. GARAGE 2 2'-6"X 6'-0" TILT/TURN 11 VINYL FRAME;COLOR: DARK BROWN PORCH = 67 SQ. FT. O = -i WATER EFFICIENCY SCHEDULE MINIMUM ENERGY VALUES 3 3'-0"X 8'-0" -- 2 FRENCH DOOR TILT&TURN w/INTERNAL BLINDS BEDROOM 2/MUD ROOM 3 2'-6"X 4'-6" TILT/TURN 2 VINYL FRAME;COLOR: DARK BROWN PATIO = 567 SQ.FT. 0- U = O O Z) (C.G.C. Sec. 4.303.1) 4 13'-0"X 10'-0" -- 1 (4)PANEL SLIDING/BI-FOLD GLASS DOOR UNIT LIVING ROOM 4 2'-6"X 2'-6" TILT/TURN 3 VINYL FRAME;COLOR: DARK BROWN ~ w ❑ 0- TOTAL LIVABLE AREA = 4,210 SQ.FT. 5 6'-0"X 8'-0" 1 3/4" 1 DOUBLE 36"FRENCH DOOR UNIT TILT&TURN w/INTERNAL BLINDS MASTER BEDROOM 5 2'-0"X 4'-0" TILT/TURN 1 VINYL FRAME;COLOR: DARK BROWN TOTAL NEW GROSS BLDNG. 6,734 SQ.FT. FIXTURE TYPE MAXIMUM FLOW RATE SQUARE FOOTAGE: 4,211 SF. 6 6'-0"X 8'-0" 1 3/4" 1 DOUBLE 36"FRENCH DOOR UNIT STUDIO 6 2'-0"X 4'-0" TILT/TURN 2 VINYL FRAME;COLOR: DARK BROWN PRIVACY GLASS PROJECT NO: SHEET: ROOF R-VALUE: R-38 7 T-0"X 8'-0" 1 3/8" 7 RAISED PANEL S.C.S. VARIES 7 4'-0"X 2'-0" TILT/TURN 1 VINYL FRAME;COLOR: DARK BROWN R-118 SHOWER HEAD 2.8 GPM @ 80 PSI WALL LEGEND KITCHEN FAUCET 1.8 GPM @ 60 PSI EXTERIOR WALL R-VALUE: R-19 8 3'-0"X 8'-0" -- 1 FROSTED FRENCH DOOR PANTRY 8 4'-0"X 5'-0" TILT/TURN 1 VINYL FRAME;COLOR: DARK BROWN DATE: LAVATORY FAUCET 1.5 GPM @ 60 PSI INTERIOR GARAGE WALL R-VALUE: R-15 9 2'-10"X 8'-0" 1 3/8" 1 RAISED PANEL BATH 1 9 4'-0"X 5'-0" TILT/TURN 2 VINYL FRAME;COLOR: DARK BROWN PRIVACY GLASS 02/04/2021 WATER CLOSET 1.28 GALLONS PER FLUSH WINDOW U-FACTOR/SHGC XXX/XXX 10 T-0"X 8'-0" -- 10 RAISED PANEL POCKET DOOR VARIES 10 4'-8"X 6'-0" TILT/TURN 2 VINYL FRAME;COLOR: DARK BROWN SYMBOL DESCRIPTION ' FRENCH DR.GLASS U-FACTOR/SHGC: XXX/XXX 11 2'-6"X 8'-0" -- 1 RAISED PANEL POCKET DOOR 11 2'-0"X 8'-0" TILT/TURN 2 VINYL FRAME;COLOR: DARK BROWN DRAFTER: HERS VERIFICATIONS 3-TON CENTRAL FURNACE AFUE% XX% 12 T-0"X 8'-0" 1 3/4" 1 BARN DOOR 12 2'-0"X 8'-0" TILT/TURN 3 VINYL FRAME;COLOR: DARK BROWN 2X4 STUDS @ 16"O.C. AUSTIN C. BUILDING LEVEL: o -XXXXXX AIR CONDITIONER SEER XX SEER 13 T-0"X 8'-0" 1 3/4" 1 FRENCH DOOR TILT&TURN w/INTERNAL BLINDS MUD ROOM 13 2'-6"X 5'-0" TILT/TURN 3 VINYL FRAME;COLOR: DARK BROWN COOLING SYSTEM VERIFICATION: 2X6 STUDS @ 16"O.C. PG. NO. -XXXXX ATTIC DUCT INSULATION R-8.0 14 4'-0"X 8'-0" 1 3/4" 1 DOUBLE 24"DOOR UNIT LIVING ROOM 4 OF_ -XXXXX TANKLESS WATER HEATER EFFICIENCY XX EF. 15 5'-1"X 5'-0" -- 3 SLIDING BATHTUB GLASS DOORS BATH 1,2, 3 FIRE RATED WALL W/5/8"THK. SCALE: HVAC DISTRIBUTION SYSTEM VERIFICATION: TYPE'X'DRYWALL.ON EX. WHOLE HOUSE FAN MINIMUM(CFM) XX CFM WINDOW NOTES: 3/16"- V-0" a -XXXXX DOOR NOTES: - ALL EXTERIOR&GARAGE MAN DOORS TO HAVE DEAD BOLTS WALLS DRYWALL BE TO -XXXXX -ALL HARDWARE TO BE NICKEL PLATED W/SATIN FINISH - ALL BEDROOM AND BATHROOM DOORS TO HAVE PRIVACY LOCKS -ALL WINDOWS TO BE LOW"E"COATED AND DUAL PANE U.N.O. REPLACED FOR SPEC. a -ALL WINDOWS TO BE WHITE VINYL FRAME U.N.O. a PREPARED BY IMO + REI DESIGN SOLUTIONS 14176 AMARGOSA RD.STE.C VICTORVILLE,CA 92392 WWW.MOREDESIGN.US EMAIL: CONTACT@MOREDESIGN.US 12 PH:(760)669-0613 12 �5 CLASS'A'UL 790 RATED 5� — — — — — — — — — — — SOLAR ROOF TILES 12 PROJECT ADDRESS: BY:TESLA SOLAR ROOF �5 "TEXTURED GLASS TILE" All 2x8 FASCIA w/1x4 TRIM BOARD(TYPICAL). PAINT Q COLOR: DEW380-"WHITE" PROPERTY INFO: 4x12 ARCHITECTURAL LL BY DUNN EDWARDS CORBELS SPACED @ 12"O.C. LL TREATED WOOD ~ LL IFE TRELLIS AWNING w/ a — — TRELLIS AWNING w/ - o — CORBELSUPPORTS w w = CORBEL SUPPORTS LL � a _ SIGNATURE: 0 � o ❑ w Q J / 00 / \ / CL LL \ LL LLO / \ o aka qa o / , \ i o / , \ LL � LL � 0 �p 2 _ aN ° NO 2 — I N O 0 � LL O � 0 H LL i p LL O N O 0 O O O O O LL ° 0 - 0 0 0 0 C bw LLILL LLco 1-- LL: IL,/Jl 11 1 4 i 7 = LLI z LL LLLL H9 z E5z---- 11 (n _r _ ,. - LL: - _ N� I -- — -- — -- — - — — — — — — — — — -._......_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- 0 --- 2"STACKED STONE VENEER CAP j OUTDOOR WALL SCONCE. 7/8"THK. STUCCO FINISH. 00 2"STACKED STONE VENEER CAP MATERIAL:SNAPPED EDGE WALL ITEM#: 87101/1 PAINT COLOR: DEW383- MATERIAL:SNAPPED EDGE WALL CAPS-"PEWTER" COLLECTION: DERRY HILL "COOL DECEMBER"BY CAPS-"PEWTER" LL BY ELDORADO STONE BY ELK LIGHTING DUNN EDWARDS BY ELDORADO STONE 0 0 I STACKED STONE VENEER. I 2x6 FOAM POP-OUT w/ STACKED STONE VENEER. GOVERNING LL: I MATERIAL: MOUNTAIN I 7/8"THK. STUCCO FINISH MATERIAL: MOUNTAIN LEDGE-"BLACK BEAR" OVER. PAINT COLOR: LEDGE-"BLACK BEAR" BY ELDORADO STONE DE6123-"TRAIL DUST"BY BY ELDORADO STONE THESE PLANS SHALL COMPLY WITH DUNN EDWARDS THE 2016 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CMC, 2016 CPC, 2016 CEC, 2016 CGC, 2016 CRC FRONT EAST ELEVATION REAR WEST ELEVATION AND THE 2016 ENERGY STANDARDS AS WELL AS MUNICIPAL CODE ON WHICH THE PROJECTS IT'S SCALE: 3/16"= V-0" SCALE: 3/16"= V-0" D E V E L O P E D No. REVISION DATE 12 12 5 5 OUTDOOR WALL SCONCE. TEM#: 87101/1 OLLECTION: DERRY HILL w Y ELK LIGHTING z 4x ARCH ITECTRURAL wcn � � o CORBELS @ 12"O.C. cn = w w Lu — — — — — — — — — — — — — — o a ~ � ~ c Q TREATED WOOD LL O Q L?m a TRELLIS AWNING w/ a J N- Lu CORBEL SUPPORTS — — — — — — — — — — — — — — — — — — — — — — — — — — J N aa00 w w o ¢ z � U) ° �O at t zOfz a 0 3"WATER TABLE FOR FIXED O � vi C)LLSTONE VENEER a o O❑ o / \ �/� ❑ w OLu LL 0 LL LL LL° 0 = O O O _ H = LL p STACKED STONE ~O \ / _ O ❑ CO z co MOUNTAIN MATERIAL: L. ^ 0 o= m m _ m o w ~ z LU F5 m �coc Z ° ° 0 O O ❑ "BLACK BEAR"BY v O �z �_ - LL v z0 � ❑ _ ELDORADO STONE— LL N° co w _ Of — — — — — — — — — — — — — — — — — — — — — — — — — O + — J Z 0- 8'-0"x 8'-0"SEC00� . DOOR 16'-0"x 8'-0"SEC. DOOR A.C. U) > z CONDENSER 7/8"THK. STUCCO FINISH. z J 2 LL PAINT COLOR: DEW383- 0 CO w 0 "COOL DECEMBER"BY J a -O DUNN EDWARDS X E w ED0 I 0111 + cn 2x6 FOAM POP-OUT w/ O Q U) 0 � L.L7/8"THK. STUCCO FINISH J z w OVER. PAINT COLOR: < 9 a DE6123-"TRAIL DUST"BY W 5 Q w DUNN EDWARDS U U � of Of L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LLI � mQ � W c~naw � 0ofZT 0 oozes Cn a ° w � RIGHT NORTH ELEVATION 12 �W// c w SCALE: 3/16"= V-0 X" 5� 12 L.L O 1-- 5 Lu 12 QO U 5� CLASS'A'UL 790 RATED J � 00 w SOLAR ROOF TILES _ = 0 ❑ 12 BY:TESLA SOLAR ROOF C w czn w G az � �5 "TEXTURED GLASS TILE" a 1 ui Lu zz ❑ � 5 Q of a 4x12 ARCHITECTURAL �JI� p Lu O ❑ CORBELS SPACED @ 12"O.C. V a Q WOOD z O 0 a F- T- TREATED 2"STACKED STONE VENEER TRELLIS AWNING w/ U) w O CAP MATERIAL:SNAPPED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORBEL SUPPORTS ❑w of z z _ w — z Q EDGE WALL CAPS-"PEWTER" 7/8"THK. STUCCO FINISH. N 'i BY ELDORADO STONE ° O � Q< } �a STACKED STONE VENEER COOL DECEMBER"BY � zz ❑ 00 W ui MATERIAL: MOUNTAIN DUNN EDWARDS a 0 LEDGE-"BLACK BEAR" LL O TREATED WOOD / _ \ m TREATED WOOD O 2"STACKED STONE VENEER CAP _ �O Q z U) = g U LL BY ELDORADO STONE TRELLIS AWNING w/ / LL LL TRELLIS AWNING w/ MATERIAL: SNAPPED EDGE WALL q LL w=) mCORBEL SUPPORTS o o o CORBEL SUPPORTS CAPS-"PEWTER" a O _ 0 00 O 1-- 0 I \ bo m / O bo m BY ELDORADO STONE 0 H LL ❑ LL o w _ J� O J� 0 STACKED STONE VENEER. O w LL z I M `� �o F MATERIAL: MOUNTAIN 00 � PROJECT NO: SHEET: 0 - - LL o LEDGE-"BLACK BEAR"BY LL F- ELDORADO STONE 2019-R118 A.C. GAS METER 400 AMP ELEC. DATE: CONDENSER SERVICE 02/04/2021 LEFT SOUTH ELEVATION DRAFTER: ' SCALE: 3/16"= V-0" o 0 DANIEL o H MONTANEZ �L.L LL PG. NO. a 5 OF SCALE: 3/16"= 1'-0" L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J a a DASHED LINE INDICATES GIRDER TRUSS TRUSS MANUFACTUER PREPARED BY �Q ACTU Oa N - IMO + REI DESIGN SOLUTIONS DASHED LINE INDICATES 14176 AMARGOSA RD.STE.C CONVENTIONAL FRAMING WWW.MORED SIIGN US 24"OHG. III Q \ SEE SHEET_ SCALE: 3/16"= 1' 0" EMAIL: CONTACT@MOREDESIGN.US TYPICAL III PH:(760)669-0613 III LINE OF ROOF 5 ; „ 1, III �\OGE TYPICALPROJECT ADDRESS: ) A.P.N.: 1061-381-17-0000 OVERHANG I ti�A 12 O RIDGE II 12 El M D „ I I R,o Q5 � III cF 01 LINE OF ROOF PROPERTY INFO: DASHED LINE TO INDICATE \ Lys III O� OVERHANG TRACT 13810 LOT 1 EXTERIOR OF BUILDING III DASHED LINE TO INDICATE EXTERIOR OF BUILDING SIGNATURE: \ 24"OHG. i TYPICAL ca II 7 24"OHG. \v� oG� TYPICAL I I I i O'HAGEN ROOF VENT. JP r — mI I COLOR TO MATCH TILE. (TYPICAL AS SHOWN) El RIDGE 1 12 A-6 GOVERNING 5 THESE PLANS SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE I LLu WHICH ADOPTS THE 2019 CMC, 2019 CPC, 2019 CEC, 2019 CGC, 2019 CRC AND THE 2019 ENERGY STANDARDS z AS AS ---- — — — — ---- — I J _1 WELL MUNICIPAL OSBEAM#1 - ui WHICH THE PROECTSI — — — — — — — — _ _ o LINE OF ROOF III II I w0 I.- CID E V E L O P E D OVERHANG00 III II DASHED LINE TO �/ z O III II INDICATE BUILDING 12 0 < No. REVISION DATE o O w W U) i- PLAN NING_8-6-2020 A-6 III I I 5 A-6 J >O o w =v ti% III II 12 I _ - - _ _ v ¢ Oa III II N II wll I - - - - - - - - - - 4 - - - - - - - Illw II 24"OHG. III U) U III 5 � �I I I- z II RIDGE 12D SHADED AREA TO m I II I o BE CALIFORNIA FILL O _ _ _ _ _ _ A ROOF III- ❑ - III° II �A, 12 II A6 WCnO� co (n — W ° � -LF- RIDGE \�� — ` — aa OfIII II O I 24"OHG. - ° o J (n III II JP C - - - - _ — � 'Sip TYPICAL I I I z � UQ DASHED LINE TO I _ _ INDICATE BUILDING I i I III II F7 7 [::17 � l il �� 2 Z � z 24"OHG. III II �� Q I I W ° O w O III II 1 U Of � cnQ3 BEAM#2= z O = 00 O - -- -- - RID w ❑ UU) z Q ' U z w Of O ❑ �� O LuLu O ❑ J I ❑ - - OaLu OfO + O x\ ----- ---- - - A 6 J Z J L - \� OCOco ° (n W � Of -o LL U w 0 a a a 24"OHG. U (n TYPICAL w J Z Lou J ¢ ° �_ - -- - BEAM#2-- - I - - � ofQ � -- -- -- U W � 00 - of C w � =¢ Of of 5 Z- w - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - J � - - - - - - - - - - - - - - - - - - - OW❑O O0- 6 X 04 QO =X o (6LCC) Z � I.- W I- 0 =H~ ° OQw G ~ U ❑ Z X LLw ° w Q U ❑ U Lu o' = C6gyom z�� w =U z wC, ❑ ❑ O O QoOLn of U 0- Q 0 z O - 0- 0 w ROOF DIAPHRAGM ° PROPOSED ROOF PLAN wOfz } ❑ w — Z SCALE: 3/16"= V-0" � Q ¢ USE 1/2"OSB PLYWOOD UNBLOCKED DIAPHRAGM W/8d NAILS SPACED @ U z0 = w ❑ m 6"O.C.ALONG DIAPHRAGM BOUNDARIES AND ALONG ALL SUPPORTED w W Q p PANEL EDGES AND @ 12"O.C.ALONG INTERMEDIATE SUPPORTS. O = O z L = wU 0 W 0 U m ATTIC VENTILATION 1: ° ° VAPOR BARRIER HAVING A TRANSMISSION RATE NOT TO EXCEED 1 PROJECT NO: SHEET: PERM TO BE INSTALLED ON WARM SIDE OF ATTIC INSULATION. 2019-R118 NOTE: -PROVIDE VENTILATION SO THAT AT LEAST 50% IS DATE: LOCATED IN THE UPPER HALF OF THE ATTIC SPACE W/ THE REMAINDER LOCATED WITHIN THE 36"OF EAVE LINE 02/04/2021 a - ROOFING SHALL HAVE A CLASS A FIRE RATING DRAFTER: AUSTIN REQUIRED VENTILATION: COCKS 4,211 SQ. FT./300= 14.03 x 144=2,020 SQ. IN REQ'D. PG. NO. PROVIDED VENTILATION: 6 OF o (21)-O'HAGEN ROOF VENTS TO MATCH ROOF TILE @ 98.75"EA.=2,073.75 SCALE: 3/16"= V-0" a f a PREPARED BY PROVIDE R-13 INSULATION IMO + REI ALONG THE ROOF SHEATHING DESIGN SOLUTIONS TO MEET HIGH-EFFICIENCY ATTIC SPACE 14176 AMARGOSA RD.STE.C VICTORVILLE,CA 92392 WWW.MOREDESIGN.US 15 LBS.UNDERLAYMENT EMAIL: LAYER CONTACT@MOREDESIGN.US PH:(760)669-0613 12 �� ' Q5 1/2"OSB ROOF SHEATHING PROJECT ADDRESS: NAILED W/8d @ 6"O.C.@ A.P.N.: 1061-381-17-0000 T SS S P T S S EDGES AND 12"IN FIELD, A FA U R S C. A.P.A. RATED 2x JACK TRUSSES 2x BOUNDARY NAILER CLASS'A'UL 790 RATED PROPERTY INFO: 2x BLOCKING BETWEEN _ SOLAR ROOF TILES TRACT 13810 LOT 1 BY:TESLA SOLAR ROOF EACH TRUSS(TYP.) 6x BEAM TRIPLE 1-1/8"PLYWOOD r 2x FRAMING 24"O.C. CURVED TOP PLATE PROVIDE R-38 INSULATION 1/2"THK.GYP.BRD. 2x4 CONTINUOUS 2x6 CONTINUOUS DBL.TOP ALONG THE CLG.GYP.BRD. @ CLG. DBL.TOP PLATE PLATE w/RBC&H3 CLIP @ 1x4 R.S.TRIM OVER 7/8"THK.STUCCO LID w/ TO MEET HIGH-EFFICIENCY 24"O.C.(U.N.O.BY 2x8 R.S. FASCIA w/26 EXPANDED METAL LATH ATTIC SPACE STRUCTURAL ANALYSIS) GA.G.I.DRIP EDGE Lu SIGNATURE: 7/8"THK.STUCCO w 1/2"THK.GYP.BOARD a LL FINISH WINDOW PER Q i 7/8"THK.STUCCO.COLOR a O SCHEDULE SHEET A-1 < a 2x6 STUD WALL 16"O.C. PER EXTERIOR a a ELEVATIONS w a 0 1/2"THK.GYP.BRD. w/R-21 INSULATION -- w0 O iv O ~ @ALL INTERIOR N a ° PATIO NOOK WALLS U.N.O. � O F DINING LL BEDROOM 1 0 LL 2x4 STUDS NON BEARING H WALLS @ 24"O.C.TYP. 5/8"DIA.X 10 LG. MIN. A.BOLTS W/ 0 3"SQ.X.229"THICK STEEL WASHERS 0 26 GA.G.I.STUCCO PROVIDE 2-PLY 1-1/8"THK. 4"NOM.THK.CONC.SLAB w/#3 A.BOLTS TO BE 12"FROM ALL WEEP SCREED PLYWOOD.ANCHOR BOLT BARS @ 16"O.C. IN THE MIDDLE CORNERS ENDS,&SPLICES LOPE / \ WHERE OCCURS. OF SLAB OVER APPROVED FILL 2x6 TREATED SILL PLATE 1%MAX. wi i '�i / / iii •/ / / / / / / / / / / / / ' / / / / / / / / / / / / / / / / / ,i/,,ii,//,//, ,.//,.i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GOVERNING 2,.OF SAND OVER 10 MIL.VISQUEEN OVER 2" \/\\/\�\\/ \/� THESE PLANS SHALL COMPLY WITH OF 3/4"GRAVEL BASE \�/\\�/\/ //\//\// \/ THE 2019 CALIFORNIA BUILDING CODE \i\\�/� \ WHICH ADOPTS THE 2019 CMC, 2019 BUILDING CROSS SECTION 'A - A' NATIVE SOIL CPC, 2019 019 ENERGY Y S 2019 CRC X X AND THE 2019 ENERGY STANDARDS X-X X-X AS WELL AS MUNICIPAL CODE ON SCALE: 1/4"= V-0" WHICH THE PROJECTS IT'S D E V E L O P E D No. REVISION DATE PLAN NING_8-6-2020 PROVIDE R-13 INSULATION ALONG THE ROOF SHEATHING TO MEET HIGH-EFFICIENCY ATTIC SPACE TRUSSES SPECIFICATIONS It PER TRUSSES MFGR. TRUSSES 24"O.C.SEE ATTACHED TRUSS CALCULATIONS 15 LBS.UNDERLAYMENT - cl) = w w LAYER ft O = � 1/2"OSB ROOF SHEATHING 12 � O O Q NAILED W/8d @ 6"O.C.@ 2x BOUNDARY NAILER s� a a Of O EDGES AND 12"IN FIELD, RU E E RU SE = O U) 1z A.P.A. RATED s� M OF CT E P z 7) Q 2x BOUNDARY NAILER (D z z CLASS W UL 790 RATED - w O w H O U S P R S SOLAR ROOF TILES U w A U E SP C BY:TESLA SOLAR ROOF z � � v 0 PROVIDE FLASHING w 0 (=j 0 z W/DRIP EDGE ON VA' � CD ALL ROOF EDGES _ H Q 1-HOUR FIRE RATED WALL BEAM PER STRUC.PLAN (n H 0 0 0 W/5/8"THK.TYPE'X'DRYWALL w WALL&CEILING.TAPE 2x6 CONTINUOUS DBL.TOP 0 w w Of ALL JOINTS 7/8"THK.STUCCO PLATE W/A35-S @ 24"O.C. LL 0 ~ � LID w/EXPANDED U.N.O. BY SHEAR SCHEDULE 4X HEADER 0 0 c�v 2X BLOCKING FOR METAL LATH H PER PLAN } z TRELLIS ATTACHMENT a 7/8"THK.STUCCO COLOR a J O (n <n 0 a Lu 0 PER EXTERIOR ELEVATIONS 00 0 J w ❑ O w Q 0- — LL ❑ a w co LL Jw + GARAGE PATIO LIVING ROOM FOYER ENTRY (D w ui "DIA.x 10 LG. MIN. A.BOLTS 0O DOOR PER DOOR J < 5/8 a W/3"SQ.x.229"THICK STEEL L. SCHEDULE V � ❑ Q U) w ii WASHERS.A.BOLTS TO BE 12" LL Z U I—FROM ALL CORNERS ENDS& 2x6 STUDS WALL 16"O.C. _ of m Q of SPLICES. a 0 O STUCCO WEEP 4"NOM.THK.CONC.SLAB w/#3 Of w Lu m O SCREED BARS @ 16"O.C. IN THE MIDDLE 0 0 z 00 SLOPE OF SLAB OVER APPROVED FILL 1 SLOPE a w 0.5°o 11% MAX. - - - - - - rn zOw � V wLU 0 = 2 OF SAND OVER10M111 // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // / , // / // // // r/ // / // // / / O za \\ \\ \ \\ \\ \ \�O�O�O� LU \\/\\/\\/ VISQUEEN OVER 2"OF �O//O�// /X //i a O � U \ \\ \\ \\ \\ \\ \\ \\ \\ \ //\//� //\ 3/4"GRAVEL BASE \//\ \//\/ /�\ w 0 w ' / � NATIVE SOIL \O\00� \/ O�� Q 0 = U ❑ w cn w X-X X-X a z z cn Of (D m N 12"SQ.CONT.CONCRETE 'w w = FOOTING W/(1)#4 TOP& 0 ❑ ❑ O ;` o /i\`/i\`/i\`/i` BUILDING CROSS SECTION 'B - B' BOTTOM - Q o ,\\ BASEMENT o ;\\;\\;\\;. _ < ❑ z (STORAGE) \//\//\//\�� SCALE: 1/4"= V-0" LLJ\ \ \ \ \ \ \ O a T O z z � w (D 0- O w w w >_ ❑ w z z w a w w o m z z /%/j�/j� • /j�/j�/j�/j�/jj� j�/j�/j \j 2"OF SAND OVER 10 /j\/ /j//\�/j�/j�/ \/\\/\ .. \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/\\/O MIL.VISQUEEN OVER 2"\\/\\ \ °' \\y\ \/\\/\\/ O U z ~ w - wa = Of O O 0 ❑ 0- \i0000000i0000000i000i0i000i0i0i000i000i0i0i0i0i0i0 00 00 00 00i0i000�\�O\i\\i\\\ BUILDING CROSS SECTION 'C - C' X-XX PROJECT NO: SHEET: R-118 SCALE: 1/4"= V-0" DATE: 12/09/2020 Q DRAFTER: ' DANIEL MONTANEZ 0 PG. NO. B 7 OF SCALE: < a PREPARED BY IMO + REI DESIGN SOLUTIONS 14176 AMARGOSA RD.STE.C VICTORVILLE,CA 92392 WWW.MOREDESIGN.US EMAIL: CONTACT@MOREDESIGN.US PH:(760)669-0613 PROJECT ADDRESS: A.P.N.: 1061-381-17-0000 PROPERTY INFO: TRACT 13810 LOT 1 SIGNATURE: 2X8 R.S. FASCIA W/ 1X4 TRIM&26 GA. 15/32"OSB PLYWOOD SHTG. G.I. DRIP EDGE NAILED W/8d @ 6"O.C.ON ALL EDGES&12"O.C.ON 7/8"THK.STUCCO FIELD.A.P.A. RATED i 2X BLOCKING FINISH @ 16"O.C. 1-HOUR FIRE RATED WALL W/5/8"THK. TYPE'X'DRYWALL @ WALL&CEILING. o TAPE ALL JOINTS N Q 6X6 BLOCKING FOR TRELLIS SUPPORT Q GOVERNING a BEAM PER PLAN SEE SHEET S-2 a THESE PLANS SHALL COMPLY WITH p O THE 2019 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2019 CMC, 2019 0 —0 CPC, 2019 CEC, 2019 CGC, 2019 CRC N N O AND THE 2019 ENERGY STANDARDS O GARAGE GARAGE 1-- AS WELL AS MUNICIPAL CODE ON O INSULATED SECTIONAL N O WHICH THE PROJECTS IT'S GARAGE DOOR D E V E L O P E D LIG HT No. REVISION DATE 7 NC.DE APLAN NING_8-6-2020 ��O oO� SIN r\/\/\/\/ \ ••' \ \ \ \r \/\/\/ \\//\\//S\i�`ELGRESS LADDER \ \ \ \ W8X21-A36 'O.C. 12"SQ.CONT.CONCRETE \ \\ \\ \\ \\ FOOTING W/(1)#4 TOP AND BOTTOM STEEL DECK PAN O\O\00000�` 0�0�00\O \ \\ \\ \\ \\ \\ 3'-6"X 4'-0"EGRESS WINDOW \ \/ CAL BARS O.C. 8"CMU BLOCK WALL W/ x #? o / / / / • VERTICAL BARS @?"O.C. o // BASEMENT I�>IN,I\ o \��\��\��; w \ \i\i\i BASEMENT \O /i /i /i \\\ \\ \\ \\ WATERPROOF MEMBRANE (STORAGE) cn = w w a ~ a \/\/\/\/\ 0' p O — /\\/\\/\\/ #?HORIZONTAL BARS ?"O.C. \ \ \ \ \ U 4"NOM.THK.CONC.SLAB w/#3 \/\/\/\/O 8"C.M.U.BLOCK W/ALL O \ \ \ \ \ CELLS GROUTED \ \ \ \ J cn \ O O\\\\ O \\\\ cn \ \ \ \ BARS @ 16"O.C. IN THE MIDDLE \//\//\//\//\/ //\//\//\ z w Q \ OF SLAB OVER APPROVED FILL //\//\//\//\// •a •° //\//\//\, w �O j\\/Ojj\\/ \\\\/O/O/Oj / / •/ /jj\jj0j\� z of z DRAIN /\/\/\/\/\/\/\/ w O vi O \/\/\/\/\/\/\ O w — // ° 2"OF SAND OVER 10 //\\//\\//\ //\\//\O /\\//\\//\\//\\//\\//\\// \//\\//\\//\ Z p 5 U p MIL.V I SQU EEN OVER 2"j�j�/ °" ' ' ti. /j\/\� //\�\//\//\//\�\/\ .°. • •> �O\/%\/% w C) z: z OF 3/4"GRAVEL BASE \/�\/\\\/\\\/\ \/\\/\\/\\/\\/\\\/\ > \/\\\/\\ \\\/\\\/\\/\\/\\/\\/\\/\\/\\\/\\/ Q w Q p /\/\/\/ /\/\/\/\/ /\/ � NATIVE SOIL \/O\/�\ � �/\/\/ /\/\/\/\/\/\, � (� c~� 0 Z CLu ,)Of O p 0 48"X 18"CONT.CONC. w � 0 — w FOOTING &BOOT WALL CROSS SECTION 'E' W � o Of BARS TOP&BOTTOM of �i p + SCALE: 1/4"= V-0" T ::� U) O BUILDING CROSS SECTION 'D' J z -j z LL SCALE: 1/4"= 1' 0" O w O ~ W z 1 1 LL J W 0 U) W `a' z � � J = W 5 < z � vU) w z v z � m Q H Of U) � aw � _ / 0 LU of w p ❑ z H W rn z0_ � = V O Q W H_ W = �j Z 6_ � H W H O 0OQw 2 C, z W U = U) o C) 0- z z H cl) o' U �LLw = 0O ❑ O zz w O ° = z o < o � o C) 0- < z (n Lu Q (DaOfLU Q cn cr ° w i z } 0 W J z J Lu U z = Wpm LL1 L j ~ z z OUz � O z U) Z: Ov M w0 U m W 1: O O 0- � LL 0 0- PROJECT NO: SHEET: R-118 DATE: LO 12/09/2020 a DRAFTER: AUSTIN COCKS PG. NO. a 8 OF SCALE: a a a PREPARED BY IMO + RE DESIGN SOLUTIONS 14176 AMARGOSA RD.STE.C VICTORVILLE,CA 92392 iiiiiiiiiiiiiiiii WWW.MOREDESIGN.US EMAIL: CONTACT@MOREDESIGN.US �MMMMMMMMMM� �� ME � 12 12 _ iiii 5 CLASS W UL 790 RATED 5� ii _—====== - - - - - - - - - - ME I._ SOLAR ROOF TILES �� 12 PROJECT ADDRESS: iiiiiii �� BY:TESLA SOLAR ROOF ��_�� 5 - ��.,.,,.::,:,,: • '"�Iiiiii ��M� "TEXTURED GLASS TILE" �� iiiill�'�+� ;�IIW>E� �� 2x8 FASCIA w/1 x4 TRIM �� ii■I�!. �_...__ _.._.. BOARD(TYPICAL). PAINT r+x i�Hrcurn I tU I UKHL ii iii iiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiii i i i PROPERTY INFO: COLOR: DEDWA -"WHITE" ��_ �� i �� 12"O.C. l'�[.��illUi4tu�;. TIGUKIitL.. 4x12 ARCHITECTURAL: BY DUNN EDWARDS �� @ ��iiiil�! CORBELS SPACED @ 12' O.C. a i mm*m} i iiiiiii - - - - - - - - - - - - - - - - - - - - - — Em - - - TREATED WOOD F- LL U TRELLIS AWNING w/ - O ' - CORBEL SUPPORTS a - TRELLIS AWNING xv/ Q o w — CORBELSUPPORTS O O SIGNATURE. Lu '— —m o `L a g g g o O LL � �LL a- bpf � � � LL p W. .. O GV .O O O p O o _ LL O t _ � � _ �� :� W W � m �• � �� _ � � it H - LL LL ..mdggqgg m. � i � L==amwit� ."„ -r O T t — - 2"STACKED STONE VENEER CAP OUTDOOR WALL SCONCE. 7/8"THK. STUCCO FINISH. `00 MATERIAL:SNAPPED EDGE WALL ITEM#:87101/1 PAINT COLOR: DEW383- CAPS-"PEWTER" COLLECTION: DERRY HILL "COOL DECEMBER"BY BY ELDORADO STONE BY ELK LIGHTING DUNN EDWARDS - LL o O STACKED STONE VENEER. 2x6 FOAM POP-OUT w/ REAR WEST ELEVATION LL: I MATERIAL: MOUNTAIN I 7/8"THK.STUCCO FINISH SCALE: 3/16"- 1' 0" GOVERNING Il LEDGE-"BLACK BEAR" OVER. PAINT COLOR: BY ELDORADO STONE DE6123-"TRAIL DUST"BY THESE PLANS SHALL COMPLY WITH DUNN EDWARDS THE 2016 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CMC, 2016 CPC, 2016 CEC, 2016 CGC, 2016 CRC AND THE 2016 ENERGY STANDARDS AS WELL AS MUNICIPAL CODE ON WHICH THE PROJECTS IT'S FRONT EAST ELEVATION D E V E L 0 P E D SCALE: 3/16"= V-0" No. REVISION DATE 12 �5 12 �5 �� iiii iiiiii i ��MMMMMMMM�� iiiiiiiiiii - - - - - - - - - . - - - - !iiiiiiiiiiiiii iiiiiiiiii iiiiii iiiiiiiiiiiiiiiiiiii b _f� iiiiiiiiiiiiiiii iiiiiiiiii H �iT1=nn# 87101/1 ■iiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiii !COLLECTION: DERRY HILT iiiiiiiiiiii iiiiiiiiiiiiiiiiii i■o..r r; ,, ur,.,,. `■iiiiiiiiillr++�' . iiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiii iii _ iiiiiiiiiiii i c) 4x ARCHITECTRURAL iiiiiiiiiiiiii■I�',TTTTTT......iRTITT !(YW�ulil■iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiii o CORBELS @ 12"O.C. iiiiiiiiiiiiilL. iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiIA��IAIIIAAIIUA�iiiiiiiiii - cn = w w — — — — — -I� p I- _ � m ~ TREATED WOOD LL O Q b a TRELLIS AWNING w/ - J N a O J OH CORBEL SUPPORTS - - - - - - - - - - - - - - - - - - - - - . b� g b� O �o a � z �Lu z a0 O 3"WATER TABLE FOR O p w O o LLL STONE VENEER O � , ~ Q N = W Q J O d — WO w O j U O LL O0 STACKED STONE - = o~O_ - o U U) z VENEER. MATERIAL; O o w ~ O Z w LL �� 0LLJ - U LL MOUNTAIN LEDGE- �� - BLACK BEAR"BY � � z W. ELDORADO STONE ~ Q N O - - - LL F fn W W P. . U - Uo ao 8'-0"x 8'-0"SEC. DOOR 16'-0"x 8'-0"SEC. DOOR A.C. } z CONDENSER 7/8"THK.STUCCO FINISH. Iz U u PAINT COLOR: DEW383- O cUn w O LL "COOL DECEMBER"BY g Lu -0 LL DUNN EDWARDS i� W by 0w �+ U) o~ 2x6 FOAM POP-OUT w/ QUO 7/8"THK. STUCCO FINISH J z w OVER. PAINT COLOR: OCL DE6123-"TRAIL DUST"BY ui z � QU) w DUNN EDWARDS U O ~ U U L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J viz z m Q ~ ui � d W 0 oow � RIGHT NORTH ELEVATION C!) O a ° w � SCALE: 3/16"= V-0" 5 W U 12 wok iiiiiiiiiiiiii 12 � o H z aw o Q w 12 a ~ z U 5� i CLASS'A'UL 790 RATED w zo w SOLAR ROOF TILES = p p v � 12 BY: TESLA SOLAR ROOF LLI - CO w Q5 "TEXTURED GLASS TILE" En ? 0 m Q Fn 12 iiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii LL. zz00 O zz w W � wz - iiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 4x12 ARCHITECTURAL o w o O CORBELS SPACED @ 12"O.C. w Q = iiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiii ' — — — — TREATED WOOD z O Z � af w 2"STACKED STONE VENEER TRELLIS AWNING w/ U) w O CAP MATERIAL: SNAPPED CORBEL SUPPORTS Div W w Z z W EDGE WALL CAPS-"PEWTER" - -: - - - - - .- - - - -. - - .- - - - ..- - - - N w Q Q p g BY ELDORADO STONE ol 7/8"THK. STUCCO FINISH. w U) } a a STACKED STONE VENEER COOL DPAINT ECEMBER"BY g R: DEW383 z 0 m W ~ a0 - O MATERIAL: MOUNTAIN - DUNN EDWARDS ° w w LL = I- o~ _ - p a QUz � LL, ivLL LEDGE "BLACK BEAR" 0 TREATED WOOD _ . -TREATED-WOOD O 2"STACKED STONE VENEER CAP O0 O z J w = w Q a BY ELDORADO STONE v� TRELLIS AWNING w/ . �O F_ TRELLIS AWNING w/ MATERIAL: SNAPPED EDGE WALL o LL O � 0 m = CORBEL SUPPORTS . o O CORBEL SUPPORTS CAPS-"PEWTER" V a = 0 0 O o . 00 BY ELDORADO STONE O I- LL a _ w � _ �� O STACKED STONE VENEER. O Ll F . -v O � M Z == [L MATERIAL: MOUNTAIN H O .. _ - - Ii o LEDGE I-"BLACK BEAR"BYLL O. SHEET. PROJECT 18 N - ��_ ELDORADO STONE ao A.C. GAS METER 400 AMP ELEC. DATE: CONDENSER SERVICE I 12/09/2020 LEFT SOUTH ELEVATION ° LL DRAFTER: SCALE: 3/16"= V-0" I o LL DANIEL o MONTANEZ a LL PG. NO. m I 30F 0 N I I SCALE: m 3/16"= V-0" L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F.� Main Wall Stucco Color & Foam Pop-Out Wall Underside of Eave Stucco Accent Color Tesla Solar Roof Tile MATERIAL: PAINTED STUCCO MATERIAL: PAINTED STUCCO MADE BY:TESLA SOLAR PAINT BY:DUNN EDWARDS PAINT BY:DUNN EDWARDS MATERIAL:TEXTURD GLASS TILE COLOR:DEW383-COOL DECEMBER COLOR:DE6123-TRAIL DUST STUCCO FINISH: FINE SAND FINISH STUCCO FINISH: FINE SAND FINISH AL Fascia & Trim Board Color Window Frame Color Stacked Stone Veneer MATERIAL: PAINTED STUCCO MATERIAL: PAINTED STUCCO Siding PAINT BY:DUNN EDWARDS PAINT BY:DUNN EDWARDS COLOR:DEW380-WHITE COLOR:DET680-ESPRESSO MACCHIATO MADE BY:ELDORADO STONE STYLE: MOUNTAIN LEDGE COLOR:BLACK BEAR PROJECT: RANCHO CUCAMONGA - SINGLE FAMILY RESIDENCE M O + R E PAGE NO. CB-1 JANOS BOROS - COLOR BOARD DESIGN SOLUTIONS 14176 AMARGOSA RD.STE.C J 0 B N 0 SITE A.P.N.: PROJECT CONTACT: VICTORVILLE,CA.92392 SITE 81-17-0000 RANCHO CUCAMONGA,CA 91737 CHERYL MONTANEZ PH:760-715-3382 WWW.GETMOREDESIG9-0613 IONS.COM -- EMAIL:CONTACT@GETMOREDESIGNSOLUTIONS.COM PH:(760)669-0613 I 19 20 21 10 23 22 25 30 3 1 Aff ,, • r 7 F - 29 rip k � - 31WL ! I - 18ll „I �- 2 f J • rv:. -1 ► ' � - - #- - - is I `• ,_ _ i 28 _ _ 4 24 17 26 I 16 - Q 12 29 r 27 11 14ello 3 3 15 - L—� "', • f __ + Jw 0 — __— �, —1-� J_W, I ., -i rl►. ; _4 10 l 1 00 13 ! � • � � [ � - - ;ter---.. I WATER EFFICIENT LANDSCAPE WORKSHEET 10 1 9 6 25 7 8 5 Residential Landscape Projects HILLSIDE ROAD Reference ETo for the area ETo= 54.6 PLANT PALETTE: POTTED FRUIT TREES Estimated Total Water Use (ETWU): FEATURE LEGEND ETWU calculation: (Eto)(•62) (ETAF) (LA) Plant ETAF x Estimated Total Dwarf Citrus [PF) TREES & VINES 1 Permeable Pavin with Colored Concrete Bands. 16 Open Lawn. Hydrozone#!Planting Irrigation Irrigation ETAF Landscape Area Water Use Description Factor Method Efficiency(iE) (PF11E) (sq.ft.) Area Landscape (ETWU) g Regular Landscape Areas GallonslYr HILLSIDE ROAD PARKWAY TREE FLOWERING VINE ON TRELLIS PANEL; 2 Concrete Pavers with Colored Concrete Bands at Front Entry and 17 Pollinator's Perennial Garden with Focal Element. HZ1 -Low Shrub 0.20 ❑ripline 0.81 0.25 9,930 2-452 83,000 California Room. HZ2-High Turf 0,80 ❑ripline 0.81 0.99 300 296 10,030 Macfadyena unguis-cati Cats Claw 18 18' x 30' Pre-Manufactured Greenhouse. HZ3-High Turf 0.80 MP Rotator 0.75 1.07 1.220 1.301 44,053 Lagerstroefl?ia indica 'Natchez Crape Myrtle HZ4-Mod Trees 0.50 Bubbler 0.81 0.62 600 370 12,538 Medium Broom Natural Colored Concrete Paving at Vehicular 19 Compost, Trash and Sink Area. Totalsi 12,050 1 4,420 Backing Turn Out and Gar e Entries. MULTI-TRUNK SPECIMEN TREE 9 9 Special Landsca eAreas SHRUBS AND GROUNDCOVER HZ6-Edible 1.00 320 320 10,833 20 Overhead Shade Structure over Work Table. (Optional Seating Area HZ6-Edible Trees 1.00 831 831 28,131 Quercus agrifolia Coast Live Oak �4 Concrete Stepping Slabs. with View Looking South at the Valley) TALL SHRUBS Totals 1,151 1,151 Estimated Total Water Use in gallons per year, ETWU Total 188,584 �5 Retaining Wall Per Civil Engineer's Plans. 21 Concrete Step Risers. Max.Annual Water Allowance in gallons per year, MAWA Total 263,318 EVERGREEN CANOPY TREE Arctostaphylos Howard McMinn MAWA calculation: (Eto) (.62)[(ETAFxLA) + ((1-ETAF)x SLA)] MAWA-ETWU= 74,733 Rhamnus californica Coffeeberry Proposed New Privacy Black Wall and Pilasters. 22 Outdoor Dining Area with Countertop Barbeque Grill and Dining Estimated Acre Feet per Year= 1 •,� Arbutus 'Marina Strawberry Tree ETAF calculations: MEDIUM SHRUBS Basement Access Cellar Door Location. Per Architectural Plans. Table Seating. Regular Landscape Areas Total ETAF x Area 4,420 's Total Area 12 050 Average ETAF for Regular Landscape Areas must be SCREENING TREE MASS Callistemon `Little Jahn' Dwarf Bottlebrush 8 Decorative Steel Panel Side and Access Gate. 23 Informal Seating Area Under Tree Canopy. p � y Average ETAF 0.37 0.55 or below for residential areas. Carer divulsa Berkeley Sedge Laurus nobilis Laurel Bay Dianella 'Lil Rev' Flax Lily 9 View Garden with Decorative Steel Panel Trellis with Vine Planting, 24 Flower Pots. All Landscape Areas Leymus c. Canyon Prince Wild Rye Flowering Shrubs and Tree Roses. Total ETAF x Area 5,571 Muhlenbergia 'Nashville' Purple Muhly Grass 25 Concrete Pad for Trash Bin Storage. Total Landscape Area LA 13,201 UPRIGHT SCREENING TREE MASS 5itewide ETAF 0.42 SMALL SHRUBS AND GROUNDCOVER 10 Raised Planter Beds. 26 Outdoor Furniture$. Prunus c. 'Bright n Tight' Carolina Laurel Cherry 11 Freestanding Retaining Block Wall System with Cap. FRONT YARD TABULATION : - � Achilles x 'Movnshine' Yarrow 27 Existing Block Wall and Pilasters. Baccharis p`Twin Peaks' Coyote Brush 12 Column Pilasters with Stone Veneer to Match Architecture. TOTAL PLANTED SQUARE FOOTAGE : 3,635 LARGE FRUIT TREES Myoporum p. 'Prostraturn Prostrate Myoporum 28 Access Gate for Future Corral Overlay with Max Slope (5:1 } and Min. TOTAL AREA SQUARE FOOTAGE . 6275 Rosmarinus o. 'Prostratus' Prostrate Rosemary 13 Fruit Orchard with Gravel Mulch. Width of 10'. LANDSCAPE PERCENTAGE : 58% Avocado SUCCULENTS 29 Depressed Landscape for Water Retention. HARDSCAPE PERCENTAGE : 42°Io 14 Dwarf Fruit Trees in Large Planter Pot ❑n Pedestal. P P LANDSCAPE FRONT YARD EXCEEDS 50% REQUIREMENT TREES AT FRUIT ORr:HARn Agave 'Blue Glow' i Agave 15 Stabilized Decomposed Granite Pathway with Steel Edging. 30 Existing Block Wall Change of Height Location. Aloe Striala Coral Aloe Apples 31 24' x 24' Corral Overlay. 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Day''--a ELK 40; LIGHTING PRODUCT SPECIFICATION SHEET ITEM #: 87101/1 UPC 748119102078 Description Derry Hill 1-Light Outdoor Wall Lamp in Matte Black Finish Matte Black Materials Glass,Metal e' Brand ELK Lighting Collection Derry Hill Category Outdoor Lighting Type Sconce ITEM DIMENSIONS RATINGS&SPECIFICATIONS Width 9 inches Safety Rating UL Certification N/A Depth 12 inches ADA Compliant N/A Voltage N/A Height 23 inches BULBS/SOCKETS Weight 7 pounds Quantity 1 Wattage 100 watts ADDITIONAL DIMENSIONS Included No Type A19(E26 Medium Base) Backplate/Canopy 5x10 Other N/A HCWO N/A CHAIN/CORD INFORMATION Min.Extension N/A Chain I N/A Cord I N/A Max.Extension N/A SHADE/GLASS DETAILS OVERALL HEIGHT Shade/Glass Clear Seedy Glass Min. N/A Max.I N/A Description EXTENSION ROD(S) Width N/A Height N/A N/A Width at Top N/A Width at Bottom N/A 9"[229mm] 12"[305mm] 5°x 10" [127x254MM] 23"[584mm] Rev.5/9/2019 ELK Lighting is a division of ELK Group International Sales:1(800)613-3261 Sales@ELKGroupinternational.com