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Home My WebLink About2021-05-04 Agenda Packet CITY OF ■ . ■ * ■ Design Review Committee Meeting AGENDA May 4, 2021 Rancho Cucamonga, CA 91730 7:00 p.m. PURSUANT TO GOVERNOR GAVIN NEWSOM'S EXECUTIVE ORDER N-29-20 THIS MEETING WILL BE HELD AS A TELECONFERENCE MEETING In response to the Governor's Executive Orders, the San Bernardino County Department of Public Health requirements, and to ensure the health and safety of our residents by limiting contact that could spread the COVID-19 virus, there will be no members of the public in attendance at the Design Review Committee meetings. Members of the Design Review Committee and staff will participate in this meeting via teleconference. In place of in-person attendance, members of the public can observe and offer comment at this meeting via Zoom: VIEW MEETING VIA ZOOM APP OR ZOOM.COM AT: zoom.us/join using Webinar ID: 925 4194 3246 -or- YOU CAN DIAL-IN USING YOUR PHONE UNITED STATES: + 1 (669) 900-6833 Access Code: 925 4194 3246 IMPORTANT NOTICE REGARDING May 4, 2021, DESIGN REVIEW COMMITTEE MEETING As an alternative to participating in the teleconference, you may submit comments in writing to Elizabeth.ThornhillCa)CitvofRC.us by 12:00pm on the date of the meeting. Written comments will be distributed to the Committee and read into the record. A. Call to Order B. Public Communications C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of April 20, 2021. D. Project Review Items D1. LOCATED ON THE SOUTH SIDE OF BANYAN STREET AND WEST OF LAUREL BLOSSOM PLACE — MANNING HOMES — A request to subdivide 5.18 acres of land into 9 lots including the Design Review of 9 single-family residences, and a Minor Exception for increased wall heights within the Very Low (VL) Residential District (.1 - 2 Dwelling Units per Acre) of the Etiwanda Specific Plan and the Equestrian Overlay District —APN: 0225-171-04. File numbers: SUBTT20337 and DRC2021-00018. D2. LOCATED AT THE 6386 SAPPHIRE STREET - HILLSIDE DESIGN REVIEW— GEORGE BOTROS - A request for site plan and architectural review of a proposed 10,069 square foot Sunday school and social hall facility located at the 6386 Sapphire Street in the Very Low (VL) Residential District; APN: 1062-332-25. File Number: DRC2020-00199. 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. 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, April 29, 2021, seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City's website. Design Review Committee Regular Meeting Agenda —January 5, 2021 Page 2 of 2 CITY OF ■ . ■ * ■ Design Review Committee Meeting AGENDA April 20, 2021 MINUTES Rancho Cucamonga, CA 91730 7:00 p.m. A. Call to Order The meeting of the Design Review Committee was held on April 20, 2021. The meeting was called to order by Mike Smith, Staff Coordinator, at 7:00pm. Design Review Committee members present: Francisco Oaxaca, Diane Williams, Mike Smith. Staff Present: Dat Tran, Assistant Planner; David Eoff, Associate Planner; Sean McPherson, Associate Planner. B. Public Communications Mike Smith 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 April 6, 2021. Motion carried 2-0 vote to adopt the minutes as presented. D. Project Review Items D1. LOCATED AT 12322 and 12434 4th Street — BRIDGE POINT RANCHO CUCAMONGA, LLC — A request for a General Plan Amendment, Zoning Map Amendment, Tentative Parcel Map, Design Review, Tree Removal Permit and Development Agreement to allow for the development of two industrial warehouse buildings on certain property located approximately 1,000 feet east of Santa Anita Avenue and 2,300 feet west of Etiwanda Avenue, north of 4th Street and south of 6th Street; APNs: 0229-283-50 and -51. File Number: DRC2020-00202. Staff presented the project to the Design Review Committee. Staff noted that there were certain policy issues with the project, which are standard and would be incorporated into the project as conditions of approval. Specifically, these policy issues involved: 1) the requirements that DDC's be screened; 2) that decorative paving be provided at each vehicular entrance; and 3) that all downspouts shall not be visible from the exterior on any elevations of the buildings. Following staffs presentation, the applicant provided their own brief presentation, restating many points that staff had already made. Committee member Williams noted that the buildings were very large, but that the office corner elements do well to reduce portions of the building to a "human scale." The committee recommended that the project move forward to the Planning Commission for final review. 2-0 Vote The Committee took the following action: X Recommend approval to PC/PD. D2. LOCATED AT 9251 EIGER WAY — MANDIP KAUR — A Hillside Design Review of a request to construct a 3,828 square foot two-story single-family residence, a 495 square foot attached covered patio and two separate attached garages totaling 1,928 square feet on a vacant property of 13,939 square feet(0.95-acres)within the Low (L) Residential District and the Hillside Overlay District—APN: 0208-162-39. The project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303— New Construction or Conversion of Small Structures. File number: DRC2021-00090. Staff presented the project to the Design Review Committee. The Design Review Committee had no questions and recommended that the project as proposed be forwarded to the Planning Director for review and action. 2-0 Vote The Committee took the following action: X Recommend approval to PC/PD. D3. LOCATED ON A VACANT PARCEL WITHIN THE TERRA VISTA SHOPPING CENTER - SITE PLAN AND ARCHITECTURAL DESIGN REVIEW— RANCHO CUCAMONGA FIRE PROTECTION DISTRICT-A request to construct a two-story fire station and additional site improvements, including parking and landscaping, located roughly 400 feet east of Haven Avenue along the south side of Town Center Drive. APN:107742301. A Mitigated Negative Declaration is being prepared for this project in compliance with the California Environmental Quality Act. File number: DRC2020-00432. Staff presented the project to the Design Review Committee. The project includes a new 2-story station and various site improvements on the vacant lot within the Terra Vista shopping center. The item was well-received by the committee and recommended to the Planning Commission for consideration without any changes. 2-0 Vote The Committee took the following action: X Recommend approval to PC/PD. E. Adjournment Meeting was adjourned at 7:50 p.m. Respectfully submitted, Elizabeth Thornhill Executive Assistant, Planning Department Approved: Design Review Committee Regular Meeting Minutes —April 20, 2021 Page 2 of 2 Draft DESIGN REVIEW COMMENTS May 4, 2021 7:00 p.m. Tabe van der Zwaag, Associate Planner LOCATED ON THE SOUTH SIDE OF BANYAN STREET AND WEST OF LAUREL BLOSSOM PLACE — MANNING HOMES — A request to subdivide 5.18 acres of land into 9 lots including the Design Review of 9 single-family residences, and a Minor Exception for increased wall heights within the Very Low (VL) Residential District (.1 - 2 Dwelling Units per Acre) of the Etiwanda Specific Plan and the Equestrian Overlay District—APN: 0225-171-04. File numbers: SUBTT20337 and DRC2021-00018. Site Characteristics: The undeveloped project site is located on the south side of Banyan Street, west of Laurel Blossom Place, and has dimensions of approximately 329 feet (east to west) and 680 feet (north to south). The existing grade is at an elevation of approximately 1,545 feet along the north property line and 1,515 feet along the south property line, for a grade change of approximately 30 feet. Onsite plants include both native and non-native vegetation. Curb, gutter, and streetlights have been installed adjacent to the project site on Banyan Street. The existing Land Use, General Plan and Zoning designations for the project site and adjacent properties are as follows: Land Use General Zoning Plan Site Vacant Parcel Very Low Very Low VL Residential District* North Vacant Parcel Very Low Very Low (VL) Residential District* South Single-Family Residences Very Low Very Low (VL) Residential District* East Single-Family Residences Very Low Very Low VL Residential District* West Single-Family Residences Very Low Very Low VL Residential District* *Etiwanda Specific Plan &Equestrian Overlay District Project Overview: The applicant is requesting to subdivide (SUBTT20337) 5.18 acres of land located within the Very Low (VL) Residential District of the Etiwanda Specific Plan and the Equestrian Overlay. The proposed tentative tract map includes 9 numbered lots and 3 lettered lots. The Lettered Lots (A-C) will be used as open space and (including the required community trail) will be maintained by a Homeowner's Association. Access to the residences will be provided by a public cul-de-sac off Banyan Street. The applicant proposes developing the project site using the Optional Development Standards of the Etiwanda Specific Plan. The optional development standards permit up to 2 dwelling units per acre, which is the same maximum density permitted under the basic development standards of the Etiwanda Specific Plan. The optional development standards allow for smaller lot sizes in exchange for providing additional common open space area (minimum 25 percent of the net project site). The project will provide 25 percent common open space including citrus groves on Lettered Lots A and B, and an open grass area with bench seating on Lot C. The project will provide 67 percent total open space, which includes both private and common open space areas, exceeding the DRC COMMENTS TTM SUBTT 20337 & DR DRC2021-00019 - MANNING HOMES May 4, 2021 Page 2 65 percent required total open space. Both the General Plan and the Etiwanda Specific Plan require that residential projects within the Equestrian Overlay District provide trail connections. The required community trail will provide an east-west trail connection along Banyan Street. Existing local private feeder trails are located to the east, west, and south of the project site on the adjacent parcels of land. The project complies with each of the development standards for the optional development standards of the Etiwanda Specific Plan as shown in the table below: Required Proposed Compliant? Density Max 2 DU 1.55 Yes per Acre Street Setback 30 Feet Avg. 30 Feet Avg. Yes Building Separation 30 Feet Min. 30 Feet Yes Private Open Space 25 Percent Min. 25 Percent Yes Common Open 65 Percent Min. 67 Percent Yes Space Lot Size No Minimum 15,488 to 17,436 Square Ft. Yes* Lot Coverage No Minimum 25— 37 percent Yes *Lots under 20,000 square feet may not keep horses Architecture: The project includes a Design Review application (DRC2021-00018) for the residences on the 9 proposed lots. The Etiwanda Specific Plan requires that projects with 5 - 10 units provide a minimum of 3 different floor plans and 2 elevations per floor plan. The Etiwanda Specific Plan allows reverse footprints to be counted as separate floor plans. The project provides four (4) separate floor plans (2) of which are reverse footprints) with three (3) different architectural styles for each floor plan: Spanish, farmhouse, and California Ranch (Plan 2 also includes 2 different color schemes per elevation). The Development Code requires that projects consisting of 4 or more units include a minimum of 25 percent single-story plans. The project will provide 3 single- story floor plans. Each floor plan and architectural variation includes wall and roof plane articulation and carries the architectural design theme to each elevation (360-degree architecture). Each plan includes design elements that emphasize the chosen architectural style including the use of stone veneer, wood siding, exposed rafter tails, architecturally correct window and door surrounds, window shutters, wrought iron accents, and tile roofs. The plans include the use of decorative garage and front entry doors that emphasize the architectural style. Plan #1 is single-story with 3,511 square feet of living area and a 672 square foot 3-car garage. Plan #2 is two-story with 4,413 square feet of living area and a 908 square foot 4-car garage. Staff Comments: Staff supports the overall project and the use of the optional development standards, which will allow houses to face both sides of the proposed new street. The use of the basic development standards would have resulted in a single- loaded street with lots that were much deeper and larger than those in the surrounding area. The required community trail along Banyan Street fulfills the Etiwanda Community Plan requirement that a greenway/equestrian trail be provided across the property. The project includes a Minor Exception for wall height due to the on-site grades. DRC COMMENTS TTM SUBTT 20337 & DR DRC2021-00019 - MANNING HOMES May 4, 2021 Page 3 Major/Secondary Issues: The following broad design issues will be the focus of Committee discussion regarding this project. None. 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 Commission: ORecommend approval of the design of the project as proposed by the applicant; or ❑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; or ❑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; or El Recommend denial of the design of the project as proposed by the applicant. Staff Planner: Tabe van der Zwaag Members Present: Staff Coordinator: Mike Smith, Principal Planner -A •� A �;' ��'� : '� y _ r r-wHjj HILLSIDE - ; -• R JECT SITE i''� �' ^ • ' 1 , ' fl • . e. 'r�. ' ', , •.+ -. w •+T''�r ';3r"'\Y♦., .• 4fi;w0by y; al BANYAN ++. a. • .' _ .ram._' +- • ..._ a. - - - ' LA Q a ' — u LLI�' a w - a /, R- .' ,•� 1 5 FOOTHILL _ �r • ! A • �, ► f • . . _' -. ' '� 3r.-4 � _ .. ' •� ` , .._ z u > J u ARROW + r _ - � ' •• ` is + 7 SHEET INDEX 8TH F ~••. • + t IG ! " , .1 ; • �• • w R• -. W , f ia• f, . \►.�"' i• •' •r: E d C IVI L. 10 r_ . 4- f _ : : • - a ' C-1 SITE UTILIZATION MAP VICINITY MAP r 1 •� =• ►. fi- ' , C-2 TENTATIVE TRACT MAP N.T.S. ': _• _�- - __-_ ' : : . ; 1�f �,: f C-3 STREET SECTIONS *� i C-4 DETAILED SITE PLAN _ • + ;. ' r , C-5 CONCEPTUAL GRADING PLAN l - w,ti - • C-6 GRADING SECTIONS • ' ` C-7 CONCEPTUAL WALL PLAN • ' ' ` - - •• '' � 1 1 C-8 CUT / FILL SHEET (COLOR) '� ►- . ! " ''.'r � C-9 PRELIMINARY WATER QUALITY MANAGEMENT PLAN - , - ' .•t• :r. • • C-10 PRELIMINARY HYDROLOGY MAP . G , -• - . - C-11 SITE PHOTOS IF LANDSCAPE VIP i r --4 4 1-dY�'r ,}{ ] [ _.' .c_J+ i ©,�. rrreL]► �. .a1 - ,. • a _ - , i L-1 TITLE SHEET s - L-2 OVERALL 20 SCALE PLAN AND ENTRY ELEVATION r ' ••' - -- _ - - '��' - - L-3 TYPICAL FRONT YARD PLANTING & SITE DETAILS � •., _ • Al ARCHITECTURE: S 46 Lr F TITLE SHEET A1 .0 PLAN 1 - FRONT ELEVATIONS (COLORED) , , , AIM - ' - • - -- A1 .1 PLAN 1 A - SPANISH FLOOR PLAN A1 .2 PLAN 1 - FLOOR PLAN OPTIONS A1 .3 PLAN 1A - SPANISH FRONT ELEVATION & ROOF PLAN COLORED A1 .4 PLAN 1A - SPANISH BUILDING ELEVATIONS (COLORED) 3 A1 .5 PLAN 1 B - CALI FORN IA RANCH FLOOR PLAN A1 .6 PLAN 1 B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN COLORED EIL - A1 .7 PLAN 1 B - CALIFORNIA RANCH BUILDING ELEVATIONS (COLORED) A1 .8 PLAN 1 C - FARMHOUSE FLOOR PLAN { -A j I • • k ► M A1 .9 PLAN 1 C - FARMHOUSE FRONT ELEVATION & ROOF PLAN (COLORED) � r- 11 4 • 1 . r , f „ A1 .10 PLAN 1 C - FARMHOUSE BUILDING ELEVATIONS (COLORED) A2.0 PLAN 2 - FRONT ELEVATIONS ■ _ •.,: ,� , a _ , _ ,` l A2.0.1 PLAN 2 FRONT ELEVATIONS NIP Y ' �' A2.1 PLAN 2A - SPANISH FLOOR PLAN t Ai�` i ' A2.2 PLAN 2 - FLOOR PLAN OPTIONS ,' .••.wwr ' + " • _ A2.3 PLAN 2A - SPANISH FRONT ELEVATIONS & ROOF PLAN ills A2.4 PLAN 2A - SPANISH BUILDING ELEVATIONS �>•r R _:_ :a - A2.5 PLAN 2B - CALIFORNIA RANCH FLOOR PLAN !` A2.6 PLAN 2B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN A2.7 PLAN 2B - CALIFORNIA RANCH BUILDING ELEVATIONS ` '' • • _ 'a A2.8 PLAN 2C - FARMHOUSE FLOOR PLAN sh, '- R A2.9 PLAN 2C - FARMHOUSE FRONT ELEVATION & ROOF PLAN A2.10 PLAN 2C - FARMHOUSE BUILDING ELEVATIONS a - r r '� � ^ • � c r P" i _ � •, , LEGEND � Ate. - .; .•+ . � ' VLVERY LOW DENSITY �► �' f a < < .� � PREPARED FOR: i� � _ 9 FW � t � _ 1 MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA • 0 TEL: (949) 250-4200 - e • , �_ ,� -. PREPARED BY: �� _ 1 J F - • " 80 40 0 80 1 60 + � �• _ MADOLE 'k ' "w`1 � — t•- * r'' _ _. 9302 Plll'SBURGIi AVE,SUITE 230 ` • :,, ' , '� 1, ' : ♦ RANCHO CUOAMONGA,OA.W30 PHONE:909.481.6322 Engineering Communities for Life FAX 909.481.6320 i , r - ' ro — & _ • , , • r� n • - � f I I TENTATIVE a - - � I , f !s i x I • { " ♦ dl TRACT NOm 20337 'rl 4 '7r RESIDENTIAL LOTS 1 -9 SITE UTILIZATION MAP co O ' ; e 1 • 1 a b - > -` SUBTT 20337 z DATE PREPARED: MARCH 11 , 2020 Q _w zi ' 1 -'rll • ~ a - - SHEET C- 1 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w GENERAL INFORMATION p 1. EXISTING GENERAL PLAN ETIWANDA SPECIFIC PLAN VL 19. STREET WITHIN TENTATIVE TRACT 20337 WILL BE PUBLIC A 2. EXSISIING LAND USE: VACANT 20.FIRE PROTECTION SERVICES WILL BE PROVIDED BY THE RANCHO CUCAMONGA FIRE 3. EXISTING ZONING: ETIWANDA SPECIFIC PLAN VL PROTECTION DISTRICT w HILLS I D E H R JECT SITE 4. PROPOSED GERERAL PLAN ETIWANDA SPECIFIC PLAN VL 21. CONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC FIRE SPRINKLER SYSTEMS 0- Z 5. PROPOSED LAND USE: SINGLE-FAMILY RESIDENTIAL ARE TO BE IN COMPLIANCE WITH CHAPTER 7A OF THE CALIFORNIA BUILDING CODE, BAN ANer el - - 6. PROPOSED ZONING: ETIWANDA SPECIFIC PLAN VL SECTION R337 OF THE CALIFORNIA RESIDENTIAL CODE AND FIRE DISTRICT STANDARD V) w 210 - _ 7. ADJACENT LAND USES: NORTH:VACANT 49-1 �n H_ _ _ _ - - - - - - - SOUTH: EXISTING SINGLE FAMILY DETACHED RESIDENTIAL 22.ALL STORM DRAINAGE WILL BE IN ACCORDANCE WITH THE MASTER PLAN OF THE CITY u w w - ��-A-6� 09' 1 5" � - - - - - - - - - - -12"W- - EAST EXISTING SINGLE FAMILY DETACHED RESIDENTIAL OF RANCHO CUCAMONGA AND APPROVED DRAINAGE PLAN FOR TTM 20337 S E L I N E N 89°47'45" E 6-1-.4V- S� ET- - - - R-10 0 0. 0 0 L=10 7. 41 ' � _ � � - - WEST EXISTING SINGLE FAMILY DETACHED RESIDENTIAL 23.PAD ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS OR MINUS 1 FEET a w Ji 8. PARK REQUIREMENTS TO BE MET BY PARKLAND 'IN-LIEU' FEES OR PARTICIPATION IN OFF-TRACT PARK 24.ALL IMPROVEMENTS REOUIRED BY THE CITY OF RANCHO CUCAMONGA SHALL BE m N 1 5 FOOTH I L L E 162.30 - �� - - - - -�- - - N 83°38 31 - - ! �% - - - - _ _ _ _ _ -- CONSTRUCTION INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER Z > J u ARROW N _ - - - - - - - - - - - - - - - - BANYA _ -_- _ - - - - - - - - - - - -_ -- __ _ - -__ SERVICE PROVIDED BY FRONTIER COMMUNICATIONS 2 . - A.A =9 CABLE TELEVISION S 5 THIS SITE IS LOCATED IN THE DESIGNATED WILDLAND URBAN INTERFACE FIRE ARE � Q "' a 10. SCHOOL DISTRICTS: SITE SPECIFIC FIRE PROTECTION PLAN IS REQUIRED FOR THIS PROJECT.THE FIRE 8TH `" ELEMENTARY- ETIWANDA SCHOOL DISTRICT PROTECTION PLAN IS REQUIRED TO BE IN ACCORDANCE WITH FIRE DISTRICT cn - - �- _ _ _ _ HIGH SCHOOL: CHAFFEY JOINT UNION HIGH SCHOOL DISTRICT STANDARD 49-1 _ - - - -_- - _ - - - - 61.1g' _ - - - _ - - - - - - - - - - - - 1 11. MULTIPLE FINAL MAPS MAY BE FILED PURSUANT TO SECTION 66456.1 OF THE CALIFORNIA GOVERNMENT 12"W � - - 51.55 $ � - - - - - - - - 1 - - - � -12"W- - - - - - - - 3 - 12"w CODE. LEGAL DESCRIPTION 10 12. DEVELOPER RESERVES THE RIGHT TO MERGE LOTS ON THE FINAL MAP - �- - - - - - - - co c 13. EXISTING TREES INSIDE THE TRACT BOUNDARY WILL BE REMOVED A PORTION OF THE EST 1/2 OF LOT 2 OF BLOCK 'D' OF THE ETIWANDA COLONY EXISTING I 14. THIS IS AN APPLICATION FOR A DEVELOPMENT PERMIT LANDS, CITY OF RANCHO CUCAMONGA, IN THE COUNTY OF SAN BERNARDINO, STATE OF VICINITY MAP _ - o AS PER PLAT RECORDED IN BOOK 2 OF MAPS, PAGE 24 RECORDS OF N.T.S. ATER- "' 00 l 15. ALL SLOPES WILL BE A MAXIMUM OF 2�1, UNLESS OTHERWISE SHOWN AND APPROVED, INCLUDING PRIVATE CALIFORNIA, - - �169.11 '� � o SIDE YARD SLOPES SAID COUNTY. p - 134.84 - o r - - - - _135.00 - - 16. ASSESSOR'S PARCEL NUMBERS:0225-171-04-0000 17. ESTIMATED EARTHWORK OUANTITIES° INCORPORATION BY REFERENCE PROPOSED CUT. 20,075 CY = li I I PARKWAY I 1 I FILL 3,419 CY THESE APPROVALS REFLECT THE PLANS, STANDARDS, AND POLICIES WHICH WERE IN Ii DRAIN I ice, N EFFECT AT THE T1ME OF ACCEPTANCE OF THIS SUBDIVISION APPLICATION. IT IS SEE WALL PLANS O ` -��1 I -- 18. THE PRELIMINARY GEOTECHNICAL/SOILS REPORT WAS PREPARED BY LEIGHTON AND ASSOCIATES, INC., z DATED DEC. 23, 2020, PROJECT NO.12968.001 INTENDED THAT THE DEVELOPMENT AUTHORIZED BY THIS TENTATIVE TRACT MAP BE CARRIED OUT IN CONFORMANCE WITH THESE DISCRETIONARY APPROVALS, UNLESS AMENDED BY THE DEVELOPER. o lip I - 40 20 0 40 80 II I o Q 11L CD 0 � o � I - l CONC ' r it 1 l 0 134.83' 00 165.97' NOTE - - - - - - - - / 135.00' _ o _ - - - - - - - - - ALL IMPROVEMENTS WITHIN THE PUBLIC 0-4 RIGHT-OF-WAY, INCLUDING STREET TREES SHALL BE INSTALLED PER THE PUBLIC IMPROVEMENT PLANS. o I - ^ - ' I ' ° P OWNER/APPLICANT/DEVELOPER iol 2 1 o r MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA CONC TEL: (949) 250-4200 I STAIR II 4.82' LLI I I 4' JUNGLE YM NOTES 1.SEE SHEET 3 FOR GRADING SECTIONS AND SITE CROSS SECTIONS i 135.00 2.SEE SHEET 4 FOR STREET SECTIONS 1- l 3. PRELIMINARY GRADING QUANTITIES U) - �F 4. DRIVEWAY GRADES SHALL NOT EXCEED 10% o I l I_ co 00 UTILITIES 168.08 - _ °O 10 I Lw WATER/SEWER CABLE PQQ; CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS -- 10440 ASHFORD STREET (877) 426-9117 m I l z STAIR P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 co (909) 987-2591 GAS TELEPHONE o � 34:80' __ I h � � SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS nnn - - - - - �,0� 135.00 �j 1981 W. LUGONIA AVENUE (877) 473-2013 7- 2. REDLANDS, CA 92373 - - - - - - - - - - - - - - - - � I ° ST' RANCHO CUCAMONGA, CA 91730 CONC C� (909) 335-7715 U � � I I I l J LU z oC w w C w ELECTRIC W w SOUTHERN CALIFORNIA EDISON CO. I L ,Q - w 7951 REDWOOD AVENUE it I _ ____ T w _ FONTANA, CA 92336 to I 4 - l - -- - - - - - (909) 357-6581 CD 8"s 8"S LEGEND �I EXISTING STREET ELEVATION J I o EXISTING STORM DRAIN I o EXISTING SEWER SYSTEM --- 8"s ---- I I I EXISTING WATER SYSTEM ---8"W 0--- PROPOSED STREET ELEVATION 134.7 0 R EN PROPOSED STORM DRAIN SYSTEM - SD - a AL PLA PROPOSED SEWER SYSTEM 8"s- PROPOSED WATER SYSTEM s'V BENCH MARK CADl PROPOSED LOT NUMBER 17 SET 2.5 BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH BASIN AT 1 w COMBINATION RETAINING WALL THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 36'N NORTH OF THE a a ' M w WITH PVC 2-RAIL FENCE BCR ON THE WEST SIDE OF EAST AVENUE STAMPED "RANCHO CUCAMONGA o ¢ PooE ------------- BENCH MARK 1088 A" I o I C/D w PROPOSED 6 SCREEN WALL EXISTING i10 I 5 '�' -- -� --- � � � PVC 2-RAIL FENCE UE TRIAN IL I y - -_---__ _-"' O0 TENTATIVE TRACT BOUNDARY PROPOSED 21 SLOPE 2:1 PREPARED FOR: _- PROPOSED FIRE HYDRANT �--� WALLPL l lil = _= - _= _ _= _ _- - - I hQ a S° ° - STREET LIGHT ° MANNING HOMES _ oo_ _ i �� RusH / oWATER NEWPORT BEACH, CA. 92660 20151 SW BIRCH STREET 1TE 150 I r I I 30 ~ PIPE SYSTEA�QUALITY INFILITRATION - �- - I� STO D N N o CONTACT: CRAIG KOZMA N TEL: (949) 250-4200 D RIs - II j 0 SCATTERED R0 F HEIGHT OF EXPOSED WALL H=6' PREPARED BY: III AT THIS DIRECTION BRu 0. PROPOSED UNDERGROUND OBSCURE RETENTION/INFILTRATION SYSTEM MADOLE D i N j 9302 PRTSBURW AVE,SUITE 230 o I TOTAL TOTAL VAIN RANCHO CUCAWNCA,CA.9D30 _ I o PHONE:909.4M.6322 OTCIII TAIR a LOT NO. LOT AREA LOT NO. LOT AREA Engineering Communities for Life FAX. 909.4KW20 6 a � (SF) (SF) 15'.EXISTIN lol I c 1 12,809 LOT A 3,493 ST ST M DRAIN I o L p a S 2 13,482 LOT B 6,149TENTATIVE EASEMENT 3 13,481 LOT C 43,714 CONC x �� 4 13,480 I // 5 13,508TRACT NO . 20337 a 139.61' - / 169.88' 6 17,436 131.8 , " -_ - - �� a a - 3 7 12,488 RESIDENTIAL LOTS 1 -9 EXISTING "V" D H 8 13,500 a 9 13,500 TENTATIVE TRACT MAP a coC SCU c) OE SLID N w RED �� SUBTT 20337 a So � TOTAL LOT AREA : 123,684 SF DIE Q � - a P 0 AVERAGE LOT AREA : 14,753 SF DATE PREPARED: MARCH 11 , 2020 - GROSS AREA : 5.18 AC SHEET C-2 OF 11 w NET AREA : 4.89 AC Q CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w S'LY. R/W CL 38' 1 EXISTING IMPROVEMENTS 18' 5' 15' 2' EXISTING IMPROVEMENTS P.A. D.G. TRAIL 1 EXISTING AC. EXISTING CURB PAVEMENT &GUTTER 0 VARIES 2% 2:1 MAX. ------------------- ---------- -<--� / SLOPE ------------------------------------ -- T /A� \.��; PAD BANYAN STREET SCALE: 1 "= 5' PROPOSED PROPOSED R/W R/W 60' C L 30' 1 2' 1 12' 18' 1 18' 12' 1 2' 0.5' 4' 7.5' 7.5' 4' 0.5' 1 � 1 PAD PAD PROPOSED CURB PROPOSED PROPOSED CURB &GUTTER i AC PAVING &GUTTER 2% 2% 2:1 MAX. �� 1.7% 1.70% — 2:1 MAX. SLOPE ` �� /�� SLOPE PROPOSED PROPOSED SIDEWALK SIDEWALK STREET "A". SCALE: 1 "= 5' PREPARED FOR: MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA TEL: (949) 250-4200 PREPARED BY: (((MADOLEM2 PIT SBURGH AVE,SUITE 230 MIMIA's RMCHO c MJ0N %k Ck 9D30 PHONE 909.481.6322 Engineering Communities for Life FAX. 909.481.6320 TENTATIVE TRACT NO . 20337 RESIDENTIAL LOTS 1 -9 coTENTATIVE TRACT MAP co O SUBTT 20337cli DATE PREPARED: MARCH 11 , 2020 Q SHEET C-3 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w TRACT BOUNDARY Fc�� 15' MIN P L 15' MINALIVIUNU n � w - - -- - - - - - - BUILDING LINE HILLSIDE - - - - - - - - - - - LOT 9 LOT 8 1511 --- If PROP. WALL = �RTEC T SITE - - - - - - - - - - - I - - - - - - I 3 SEE LANDSCAPE a z FINISH MIN. PLANS VARIES 6' BAN AN00 a H o FLOOR 8" MIN 1' MI `" J �`ti� 2:1 MAX. 3 N w - - - - - - I `f�6 S�� `�O �� ?0q M 2% MIN. SLOPE 3 H `n � ► - - - - - - I I �j 16' ,5� s3 °,`;;;;%%>` ��X MIN. BUILDING LINE v w w - � - 15„ - - - - z SELINE c° 12'W- I - - - - - - - A-6, 09 _ N 89*47'45" E 6� .46' STREET_ - - - - - - 10 I � - ,, , _ - R-1000 =107 41 00 5271 T s _ � � � � °� 5271 TG z FLOOR _ � Op h�. I ,< ,�, °o FINISH � z w 162.30Jj _ - „ - N 83°38'31" E 2.0/ �ti� _ _ I _ 525 8 IN ti� `'� 525.8 INV o% Mix m > J u ' 5 FOOTHILL % � _ �Sr- - - - - - - - - - - - - - - - - - - - - _I RETAINING WALL WHERE OCCURS 2% 7% 01N. w = w _ _ -- - _ - - - - - - - - - - - I % > a = gp,N - `�°� _ - - - ` - - - - - _ - - -_- -_- - - -_- 15.00 (SEE LANDSCAPE PLAN) �- MIN. 2�\ z ARROW - - - -- - /S� -- - - - - - - ` 2 �� fi�`;fi; ;�, 8TH 6' 527.41 FF=528.67 527.4 - - �� g - / - - - - �• o F '�' Qj I PAD=528.0 2.4'RET. 0 ° HP I HP - - - - - - - - - - - - - - - - - - - - - - - - - - - = 51.7 61.18' I SECTION - - r - 2.3' 1 527.0 Td I G F 527.0 TG - - - - z' _--_ - - - - _ 51.55' �� _ -H - - - - - - - - - 1 - - - - � - TYPICAL SIDEYARD GRADING - - - - - - - - - Q o - - �- 83' / - - o / ET ��' 525.6 INS 1 00' 528.0 25.6 INV o sr �, U' ti R o.• NTS 10 h 4� -=- - - - - -��- ° - - - -1�g� - - - - - ��6, - - - - - - - - - - - - - - - - - - - - - - - - - -� ° G � oN I VICINITY MAP EXISTING I �� 2/o I o � II L O T H S�2 o �� L O T B s� I I o ��`� N.T.S. 12°WATER SF� s �� I SEE DETAIL 1 I _ _ s� s� �, 169.11 p- �r8 �� J I - `� LEGEND A' s -- ' - - ,v O _ - - _ I - - Ii a�\ I� - -,� - - - R � J; 'J' I - - a9 EXISTING STREET ELEVATION \J li o o �� o '� o I F '% EXISTING STORM DRAIN --zzz sD-- � w li� 35.70' 23.00' I I /� � 1 � Q N ��`' �� , 6" CURB & GUTTER C� GAO `S�S EXISTING SEWER SYSTEM --- 8"s ---- o EXISTING W LL, c, Vp� F EXISTING WATER SYSTEM ---8"w--SEE WALL PLANS i 1 I 1 �7 III J �' 0 r I 25.00' CO I PROPOSED STREET ELEVATION 1II I o�LO`� o I 9co I w TYPICAL LOT GRADING PROPOSED STORM DRAIN SYSTEM - sD - 30 15 0 30 60 I1 I rllp rn I1 O rLOII cn l "a I I l o I I w J PROPOSED SEWER SYSTEM 8"S_ a I "� o ILL'� II Q a SCALE: 1 =30 III i o _ � LU Q PROPOSED WATER SYSTEM °w o ow I I o PROPOSED LOT NUMBER n co I I 34.00' I C COMBINATION RETAINING WALL I I /I I A °�! Wfll-I PVC 2-RAIL FENCE III I o o I PROPOSED 6' SCREEN WALL ------------- NOTE 134.83' c� t\ 33.00' o o Q o - �s 165.97 PVC 2-RAIL FENCE ALL IMPROVEMENTS WITHIN THE PUBLIC 1135.00' '.\ - RIGHT-OF-WAY, INCLUDING STREET TREES TENTATIVE TRACT BOUNDARY - - SHALL BE INSTALLED PER THE PUBLIC � 'I I ` o l o _ I - P PROPOSED 2:1 MAX. SLOPE 2:1 IMPROVEMENT PLANS. N ;I I I o �� I o PROPOSED FIRE HYDRANT --� I 36 35' I A w OWNER/APPLICANT/DEVELOPER I I I I STREET LIGHT ° MANNING HOMES 1 P L 20151 SW BIRCH STREET SUITE 150 � � �� I� � � - WATER QUALITY INFILffRAl10N Q ' i o Lo o $ �I °� \ Q - NEWPORT BEACH, CA. 92660 o �� PIPE SYSTEM CONTACT: CRAIG KOZMA N `��'o I I I CO 'y TEL: (949) 250-4200 LO 49cc .82' 30.0 I\ N CO o - �% 29.00' U-< 48.0 ' cONc BENCH MARK STAIR lid I I I SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH BASIN AT I �� THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 36'- NORTH OF THE BCR ON THE WEST SIDE OF EAST AVENUE STAMPED RANCHO CUCAMONGA I 134.82 I � II \\ o o JUNGLE YM O - - - - - - - - - I o BENCH MARK 1088 A" II I _ - - - 2 1/7o - - - - _ -� - UTILITIES o �� o N - - - - "- - - - - - - it I I 34 601 � BANYAN _ _ - - - _ - - - - - _ - - _ - - - WATER/SEWER CABLE M I 11. w I I _ - - - -_- - _ - CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS 12' 36' 12' 34' °C - M I _' - _ _- - _ _ 10440 ASHFORD STREET 18' 18' I I 11 - - _ - (877) 426-9117 = - - - _ - - P.O. BOX 638 168.08' I I _ I °N° RANCHO CUCAMONGA, CA 91730 __ w � � � �� - a u 51.5 � (909) 987-2591 - o rn 0 7 l�/� 5.83 / Qq - c c NON / _o 6 - - - GAS TELEPHONE QH-1 1 rn N ( °' SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 51.8� U_ 28.00' I I "'"' z sTAIF: 1981 W. LUGONIA AVENUE REDLANDS, CA 92373 28' N II o - - - - - - - o (877) 473-2013 o �1 a 53.00' fi - - - - - RANCHO CUCAMONGA, CA 91730 (909) 335-7715 0 0 / I �FI ��\ o III _ _ _ I �,, - - - / 135.00' o o\ 11 - - - - - - 134.80'- DETAIL 1 - CONTIGUOUS GREENWAY SOUTHERELECTRN CALIFORNIA EDISON CO. r o II 2.46' . 7951 REDWOOD AVENUE �� I - - - - - - � - _j ST, SCALE: 1 =40 �, II o g FONTANA, CA 92336 ), 525 cONc ,I I "' (909) 357-6581 II� I 35CD ' � w w w p� o I I w � X � II � � w LU � I T Q LO w �s w r _ . . ---- -- - -------- - - - --- -- x - - ---- ---- li i 4 � � i�I � _-_`__ 8„S 8,'s WALL NOTES o III __ _ -�.- 170.09 COCV --------- ----- ------ N N o I I I \ - -- - SECTION 17.48.030 OF THE MUNICIPAL CODE EXHIBIT HOW TO MEASURE WALL HEIGHT ON THE I THE PROPERTY LINE OF ADJACENT LOTS WITH DIFFERENT GRADES. I 50.79' 29.00' I \ ��w a FENCE AND WALL HEIGHT SHALL BE MEASURED FROM THE FINISH GRADE AT THE BASE OF THE 'oo cn FENCE OR WALL TO THE UPPERMOST PART OF THE FENCE OR WALL; EXCEPT WHEN THERE IS a co; A DIFFERENCE IN THE GROUND LEVEL BETWEEN TWO ADJOINING PAECELS, THE FENCE OR WALL o o I I SHALL BE MEASURED AT THE MID-POINT OF THE RETAINING WALL HEIGHT AS MEASURED ON THE 1 0 o I I SIDE WITH THE LOWEST FINISH GRADE. SEE FIGURE 17.48.030-2 (MEASUREMENT OF FENCE AND 134.79' - - - I \ 0 R EN LOT TABULATION WALL HEIGHT ON PARCELS WITH DIFFERENT ELEVATION). LL, AL PLA o o TOTAL BUILDING LOT PRIVATE PROPOSED �P �I LOT NO. PLAN LOT AREA FOOTPRINT COVERAGE (%) OPEN SPACE FRONT M I 32' 1 z TYPE (SF) (SF) SETBACK ` I o w ��\ POOL , � � 1 1 R 12,809 4,751 37% 8,058 23 2 2 13,482 3, ,11 r w 517 �� c� 337 25% 10 145 30 EXISTING i 5 26.00' a _N co ¢ 3 2 13,481 3,337 25% 10,144 28 EQUESTRIAN TRAIL o o � o r N �I -----_ �- --_---- -- 4 2 13,480 3,337 25% 10,143 29 11 C� LO I a 1 Q o - 5 2 13,508 3,337 25% 10,171 26 PROPOSED 6' SCREEN _ � o �------ - - --- 1 --- 6 1 17,436 4,751 27% 12,685 52 PREPARED FOR: WALL, SEE WALL PLANS I�r I h Soo = __ - _ _ - _ -_ - _ -30. _ - 7 2R 12,488 3,337 27% 9,151 28 MANNING HOMES 8 2R 13,500 3,337 25% 10,163 29 o / ° N z ° 20151 SW BIRCH STREET SUITE 150 / z Q 9 1 13,500 4,751 35/0 8,749 25 116.44' //oo BRusH,�T515 I I 30 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA N W D�PIS N ST0 D N N TOTAL LOT AREA : 123,684 SF STREET "A": 0.87 AC TEL: (949) 250-4200 III I �515 III AVERAGE LOT AREA : 14,753 SF PREPARED BY: ,I I BRD I � I I GROSS AREA . 5.18 AC it I PROPOSED UNDERGROUND NET AREA : 4.89 AC r OBSCURED III ,� � RETENTION/INFILTRATION ' I;II S STEM _, �1� N i i TOTAL PRIVATE OPEN SPACE: 8%409 SF MADO L E 9302 Pal URW AVE,sum 230 RAnia-io cucAGn,ca srr�o � c:> rho AVERAGE FRONT SETBACK : 30 FT • PHONE:909.48t6322 38.62' III I TAIR Engineering Communities for Life FAX- 909.48L6320 - II a g S O 6 25.00' - ' p 15' EXISTING lol I o L OPEN SPACE TABULATION ST I A ��% ST M DRAIN I - I EASEMENT I PRIVATE OPEN SPACE - 89,409 SF TENTATIVE cONc � P 0 15.0TG �� o �\ '' COMMON OPEN SPACE: TCT NOm 20337 �QF� DR INAGE INLET - �0 169.88 1) OPEN SPACE AT PROJECT ENTRY (LOT A) = 3,493 SF RESIDENTIAL LOTS 1 -9 131.8 o\ 135.00' - N 89°55'52" W 329.77' - 101.17' 510.5TG 33.83' 36,0� b EXISTING "V" DITCH �� SECONDARY 2) OPEN SPACE AT PROJECT ENTRY (LOT B) = 6,149 SF �. PROPOSED RET. WALL WITH 6'- 3) OPEN SPACE (LOT C) = 43,714 SF DETAILED SITE PLAN SCREEN WALL, SEE WALL PLANS _- - SCD TOTAL COMMON OPEN SPACE = 53,356 SF M _ _ n CD SLID TOTAL COMMON OPEN SPACE AS A PERCENTAGE OF SITE = 25.0% o URED ,� SUBTT 20337 • so O z � D � D � D 0 � P O TOTAL OPEN SPACE AS A PERCENTAGE OF SITE = 67.0% DATE PREPARED: MARCH 11 , 2020 Q 7 D IET%C HIED 1U6K01E K7 %L -� - SHEET C-4 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w A w HILLSIDE = R JECT SITE a z BANYAN Val J z w Z 210 N a ~ w V w - ' — _ ---- p=6° 09 15" � N 89°47'45" E 6�-.�'— S� ET— — — — — — — — — — — ELINE R-1000. 00 L=107. 41 �, _ — — 30 J w w '31 E �� — — —2.� �(L�� - � m � I-_ 15 FOOTHILL 162. 1.1 — 8338 -- _ — - - - - - — - - - - - - - — w = w _ _ -__ - BANYAN N - _ - = � � - - - _ - - - - - _ - - _ - - - - _ - - - - - - - = z V >_ J V ARROW sQ 0;97%�R�'� c1, 12" `s BVI 1.5/ 0 - - - - - - — 2.3' — - - - 5 - - - - - - - - R o Q F 12'W W 1 10 CD - - - - _ — C — - - - - - — o c LO VICINITY MAP T EXISTING s n i�/� 0 2% — N.T.S. �2' ATER sF� 00 �169.11 sQ� G o p - 134.84— h v 135.00' — �� 41 —I� — Tc - - - - - - - E C F Q iI PROFOSED F J = PARKWAY c�EXISTING W LL, _. DRAI / � Oz SEE WALL PLANS I I � 7 M c IF I CID I I� oil co I � o II/ I r I ¢ 30 15 0 30 60 Q0 I o 0 0 Ll 0 co AI CONC / I `n 165.97' n �\ 134.83' - oo 1 9�T NOTE r / h ALL IMPROVEMENTS WITHIN THE PUBLIC EIVCc _ p RIGHT-OF-WAY INCLUDING STREET TREES SHALL BE INSTALLED PER THE PUBLIC --- - I w TO IMPROVEMENT PLANS. I c� C / u cVC G P L OWNER/APPLICANT/DEVELOPER L6 !� o I o MANNING HOMES I N - i I `' w I o 20151 SW BIRCH STREET SUITE 150 _ EVC M NEWPORT BEACH, CA. 92660 � I CONTACT: CRAIG KOZMA I o I\ N o TEL: (949) 250-4200 n CONIC STAIR III CQ� C W I i — \ NOTES 4.82 I I co W I JUNGLE YM 1.SEE SHEET 3 FOR GRADING SECTIONS AND SITE CROSS SECTIONS 135.00 �F Q 2.SEE SHEET 4 FOR STREET SECTIONS II c/ LEGEND s 3. PRELIMINARY GRADING QUANTITIES 'I � cn EXISTING STREET ELEVATION ?6O 4. DRIVEWAY GRADES SHALL NOT EXCEED 10% M t ti lc s w �� Bvc EXISTING STORM DRAIN SD-- -_ ----------- I EXISTING SEWER SYSTEM --- a"S ---- -- �I I —— 168.08' 'I o I I �� s�� V i � EXISTING WATER SYSTEM ---s"w- UTILITIES - w .Ilo� ��\� �c�G�, o 7 '� PROPOSED STREET ELEVATION ,I I - cvc - �, WATER/SEWER CABLE II I 0 > N C. o. Pip PROPOSED STORM DRAIN SYSTEM -—SD— CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS 'I I U 'LO PROPOSED SEWER SYSTEM s"� 10440 ASHFORD STREET (877) 426-9117 STAIR RANCHO CUCAMONGA, CA 91730 38 PROPOSED WATER SYSTEM �"w P.O. X EVC - N PROPOSED LOT NUMBER 17 (909) 987-2591 o � AFT \ o COMBINATION RETAINING WALL GAS TELEPHONE �I ' j WITH 6 SCREEN WALL SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS n n „ 134: 0 135.00 PROPOSED 6' SCREEN WALL ------------- 1981 W. LUGONIA AVENUE (877) 473-2013 �9 2' PVC 2-RAIL FENCE REDLANDS, CA 92373 ° RANCHO CUCAMONGA, CA 91730 cn �� I 1 CONC i I I w N, - 2� ;' TENTATIVE TRACT BOUNDARY -- (909) 335-7715 w w w 2:1 ELECTRIC _ / PROPOSED 21 OR 31 SLOPE -- - o I w C� x w "' "' F '-'-' "' c� STREET LOTS SOUTHERN CALIFORNIA EDISON CO. II co ,Q - `�' Q 7951 REDWOOD AVENUE E �;I I E / I r w I �/� �o�' ____ __ PROPOSED FIRE HYDRANT FONTANA, CA 92336 Io I 4 - I `� �o o ---- --------775� — -- — -- — — (909) 357-6581 - _ 8"S 8"S STREET LIGHT ° Il � l N --------- -- ------- - DAYLIGHT LIGHT —CiF - - AREA SUMMARY o °U WATER QUALITY INFILITRATION - - GROSS AREA = 5.18 AC o� o o PIPE SYSTEM _ s NET AREA - 4.89 AC DISTURBED AREA = 4.90 AC III I 134 ,T I �G �� O R EN AL PLA ID LU 6, z I M w Q it o ® °lo O ��'�\ POOL Ili o I �� `O' J� �R,�5 UD LU 517 5 �� EXISTING ilo I ' - --' �G\�' �,�� CC?- � z � N UE RIAN IL o ir) - -�S T °C -----\- —— M O � _ — BENCH MARK PIR 6'SC N l� ��j� o ------- - - --- _ _ _____ __--__-i - SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCHBASIN AT PREPARED FOR. WALL PL h ` h p Soo - -— - -- - -— - - THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 36 NORTH OF THE MANNING HOMES 2.1% - - - - - - - - - - - BCR ON THE WEST SIDE OF EAST AVENUE STAMPED RANCHO CUCAMONGA I — p `� BENCH MARK 1088 A" 1�0oo, �� ' z a 20151 SW BIRCH STREET SUITE 150 ,I 1H.44' - - - PRUSH 515 =o - CONTACT: CRA G PORT �KOZMA660 - - - - -- - � I� sTo D N N EARTHWORK SUMMARY _ C� � TEL. (949) 250 4200 D Ris1. CUT FILL 5�5 III n MASS EXCAVATION 14,100 CY 5,130 CY PREPARED BY: I BRU I I SHRINKAGE (8.07.) - 475 CY PROP SED UNDERGROUND sic SUBSIDENCE (0.1 FT) - 803 CY OBSCURED ; RE T NTION/INFILTRATION I `T SY TEM 51 �� i I PAD OVEREX (3.0 FT) 8,712 CY 8,712 CY MA D O L E 9302 PITTSBURW AVE,SUITE 230 EXPORT OVERSIZED RANCHO CUCAMONCA,Ca 9D30 MATERIAL 7,692 CY PHONE 909.481.6322 12 d 11 III I TAIR TOTAL EARTHWORK 22,812 CY 22,812 CY Engineering Communities for Life FAX. 9W.481.6320 S I L D 5�� i IMPORT 0 CY 15' EXISTING lol I oL ST o �,�� ST M DRAIN TENTATIVE E gMENT 11 CONC 5 515.0 TG � 0 TRACT NO . 20337 QF� DRAINAGE INLET l 139.61' — C� 169.88' RESIDENTIAL LOTS 1 -9 EXISTING "V" D H SECONDARY _ _ Q KL ED R 4_fDFIAK81GE Itjn7__ - CONCEPTUAL GRADING PLAN Q _ M M OBS C Ccli Dw URED SLID SUBTT 20337 z SO z C ° D Q D - P DATE PREPARED: MARCH 11 , 2020 Q SHEET C-5 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w EXISTING R/W I 20' 47.7' 15' HOA LANDSCAPE D.G. TRAIL PROPOSED PVC 100, 100, TRACT 2-RAIL FENCE BOUNDARY LOT 'B' LOT 9 2' BENCH (TYP) LOT 8 92.5' 314.5' 2� PAD=538.8 �EXISTING&GUTTER PAD- CU ?� -533.4 LOT 7 15' 15' CURB SEWER STORM DRAIN ?� PAD=528.9 �EAs�T LOT 'C' iEASEMENT 1 10% PROPOSED PVC EXISTING 5% 2-RAIL FENCE FENCE �y 2% y SECTION A-A PROPOSED 8" SEWER SCALE: 1"=20' PROPOSED 24" SD O O O PROPOSED UNDERGROUND EXISTING RETENTION/INFILTRATION CONC. V-DITCH SYSTEM TRACT TRACT BOUNDARY BOUNDARY R/W R/W 1 134.8' 60' 135' 1 15' 15' 2' BENCH 12' 18' 18' 12' EXISTING LOT 2 LOT 8 PROP. OR EXIST.WALL EXISTING FENCE EXIST. WALL TO REMAIN I SEE LANDSCAPE PLANS FENCE SEE WALL PLANS i ' PAD=535.4 PAD=533.4 2:1 MAX. 2:1 MAX. ? 2` EXISTING CONC. V-DITCH SECTION B-B SCALE: 1"=20' EXISTING R/W P/L W'LY I S'LY FLY TRACT I TRACT TRACT BOUNDARY BOUNDARY BOUNDARY 1 1 I 0.5' 15'± 0.5' 15' 0.5' 10.5'± EXISTING EXISTING EQUESTRIAN TRAIL EXISTING EQUESTRIAN TRAIL VARIES 3 PROPOSED 6' PROPOSED 3' RET. WALL 11.5'± SCREEN WALL WITH U SCREEN WALL EXISTING EQUESTRIAN TRAIL EXISTING PROPOSED 6'SCREEN EXISTING EQUESTRIAN TRAIL EXISTING FENCE FENCE 1 PROPOSED 6 WALL, SEE WALL PLAN'SCREEN SEE LANDSCAPE PLANS I I (SEE WALL PLAN) I FENCE WALL, SEE WALL PLAN 1 PROPOSED PVC LOT 'A' 2' BENCH LOT 6 ' I LOT 4 2-RAIL FENCE LOT C 1 2 VARIES LOT 1 PAD=517.0 1 1% MIN. 1 (VARIES) (VARIES) _ (VARIES) PROPOSED U PAD=524.0 CONC. V-DITCH EXISTING EXISTING MAX. RET. WALL CONC.V-DITCH PAD=538.5 CONC. V-DITCH PROPOSED 4' -- EXISTING f_30"STORM DRAIN SECTION C-C SECTION D-D SECTION E-E SECTION F-F SCALE: 1"=5' SCALE: 1"=5' SCALE: 1"=5' SCALE: 1"=5' PREPARED FOR: MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA TRACT TEL: (949) 250-4200 BOUNDARY PREPARED BY: 0.5' PROPOSED PVC 2-RAIL FENCE I MA D O L E 9302 PITTSBURW AVE,SUITE 230 3.5'± 13'± RANCHO CUCAMONGA,ca 9D30 L 0 T B EXISTING EQUESTRIAN TRAIL EXISTING PHONE°909.481.6322 FENCE Engineering Communities for Life FAX 909.481.6320 2% PROPOSED 4' MAX. RET.WALL---.- TENTATIVE XSTING T "CT NO . 20337 CONCEVIDITCH RESIDENTIAL LOTS 1 -9 SECTION G-G_ SCALE: 1"=5' co M O SUBTT 20337 DATE PREPARED: MARCH 11 , 2020 Q SHEET C-6 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w A HILLSIDE = R JECT SITE a z BANYAN Ln J z LLJ Z 210 -- - - - U w w 6- 09' 15„ - - - - - - - - - - - SELINE N 89°47'45" E 6� .46'- J� ET LU R=1000. 00 L=107. 41 ' - - - a w 162.30 - _ - - LU BANYAN N - - - - - - _ - - - - - - - - - - - - - - - - - - - - - z U > U AR OWLL 8TH - N - - ------ 51.78' 61.18' _ - - - _ - - - - - - - - - - - 1 • - - - - -- - 51.55' �00 �� - - - - - - - - --1- - 122.50' _ _ - - is TOP WALL=1544.8 Q 12 W 5533 TOP FOOTING=1540.3 0 - - - H=4.5' - - - - - - � b - - - - - - VICINITY MAP I�, LOT A I o LOT H=6.0' N.T.S. _ �, - �169.11 I 0O log O II o - � + o 1 � � - 1 1 = � 1 III = II 1 o EXISTING BLOCK WALL- i I �I = 10 _ ail Z TO REMAIN it I I II z H=6.0' I Ili 0 0 LgI I / 9 lil I � i 40 20 0 40 80 �I o III 'Q I�� o I of o 0 H=6.0' Ir 1 �I o n n n ^ I 0O I I H=6.0' p. colvc �� luul I 1 = H 7 luul I /I li I 134.83' / I -"' o = 165.9T - - - - - - - - - - - - - - °O II - - - - �- - �L�- - - - � = 135.00' NOTE 0 I o - - - - - - ALL IMPROVEMENTS WITHIN THE PUBLIC LI? C� RIGHT-OF-WAY INCLUDING STREET TREES N ; I = I I I o P SHALL BE INSTALLED PER THE PUBLIC II I I 0 IMPROVEMENT PLANS. • z 2 �� - P � OWNER/APPLICANT/DEVELOPER Q I 4 8 Q MANNING HOMES I _ I � it 1 II 20151 SW BIRCH STREET SUITE 150 _ II I L I Q I JL NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA CON STAIR TEL: (949) 250-4200 p! iII = o � w I� � H=6.0' H= I I I I �\ z o NOTES - - - - - 134.82' = I oo w - - - _ - I I \ o JUIvoLE YM 1.SEE SHEET 3 FOR GRADING SECTIONS AND SITE CROSS SECTIONS Q li I - - _ - 135.00'- - Q 2.SEE SHEET 4 FOR STREET SECTIONS P. I - - l 3. PRELIMINARY GRADING QUANTITIES LA li co coV! - - - - nj 4. DRIVEWAY GRADES SHALL NOT EXCEED 10% I I D �] � I O � II I I z �- 168.08' - II 11 I IV �� - UTILITIES w ;I 3 �� o hl N 7 WATER/SEWER CABLE � it I I o CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS CD it H=6.0 I z STAIF 10440 ASHFORD STREET (877) 426-9117 I I I H 9.0' P.O. BOX 638 0 o I _ I -o, o RANCHO CUCAMONGA, CA 91730 00 (909) 987-2591 cw �� I � � o GAS TELEPHONE 134.80' � 135.00' � SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 'w I 00 I 1981 W. LUGONIA AVENUE (877) 473-2013 o l I 2.46 c RANCHO CUCAMONGA, 91730 CONC il (909) 335-7715 = ELECTRIC I I I SOUTHERN CALIFORNIA EDISON CO. III I 7951 REDWOOD AVENUE �I --- FONTANA, CA 92336 -------- ------ -- - . (909) 357-6581 H=6. �;ILh 4 - I 8 S 8 s ------ li I I \ II I 1 I I \ I `6 - I = o I H=6.0' I = I I I H .0' 134.79 \ I I / o �I - jo ® POOL I�I I II I 5 o jl I - - ------ �o I BENCH MARK lIL �- - - -- _ SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH BASIN AT PREPARED FOR: PROPOSED 6 SPLIT I b - - - THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 36 N NORTH OF THE it o �� U � SD ° - -- - -- - -- - -- - BCR ON THE WEST SIDE OF EAST AVENUE STAMPED "RANCHO CUCAMONGA MANNING HOMES FACE WALL. EXISTING I I = °0 i/ �`' BENCH MARK 1088 A 2-RAIL FENCE TO F �I I ' � �000, �0 \ 20151 SW BIRCH STREET SUITE 150 REMOVED 116.44'- % _ BRUSH NEWPORT BEACH, CA. 92660 I - - III-= _- - - �� L FA WALL. CONTACT: CRAIG KOZMA lil R ED2-RA FE BE TEL: (949) 250-4200 II DEURIU � - II PREPARED BY: �I = SCA ERED ROCKS I III 0 n BR�,SH I II LEGEND I � N' ` I HEIGHT OF EXPOSED WALL/FENCE OBSCURED I I I AT THIS DIRECTION H-6 MA D O L E 9302 Pn,seuRGH AVE,�,rrr 230 I o "' I PROPOSED LOT NUMBER 9 RANCHO CUCAMONGIA,CA.9rM II o PHONE:909.48t6322 I L III I TAIR COMBINATION RETAINING WALL Engineering Communities for Life FAX- 909.4816320 J I LOT C WITH 6' SCREEN WALL D PROPOSED 6' SPLIT FACE WALL -- ----------- � Iyl I ST I I ° E PVC 3-RAIL FENCE _ TENTATIVE TRACT BOUNDARY TENTATIVE Ln CONC o PROPOSED 2-1 SLOPE 2:1 T CT NOm 20337 - . - _ �_ / 169.88' 131.8 - _ 135.00' N 89°55'52" w 32�77 3 RESIDENTIAL LOTS 1 -9 TOP RET. WALL=1518.0 - PROPOSED T RET. �� TOP FO TING=1515.0 WALL WITH 6' SCREEN TOP RET. WALL=1513.0 NOTES: H=3' WALL. EXISTING 2-RAIL ; TOP FOOTING=1510.0 II FENCE TO BE REMOVED �� =3 = SEE LANDSCAPE PLAN FOR WALL PRELIMINARY WALL PLAN Q DETAILS AND MATERIAL SPECIFICATIONS. o °BS SLID SUBTT 20337 � URED Q' 04 so ALL WALLS FACING PUBLIC VIEW WILL BE z DDECORATIVE. DATE PREPARED: MARCH 11 , 2020 Q P SHEET C-7 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w i7LJ HILLSIDE R JECT SITEBAN AN JL Z 210 H N - - - - - - - - - - - - - - - - - - Q ~ w - U uJ - - - _ - -12 W- - ET _j _ - - J z w _ c° � N 15 FOOTHILL BANYAN �_ _ - _ _ _ _ _ - - - _ _ - _ _ J >_ z ARROW BAN _ _ - _ _ - - - - - - - - - - - - - - - - _ ` - - - - - > Q 8TH �r - - - - _ - - - - - - - -- - - -1.7 -1.7 ??? .7 =1.3 -0.8� -1.6 -1.9 - 0 - _ - - - - - � � - -12"W- - - - - - 10 .2- -°� - -0. VICINITY MAP - I N.T.S. -1.4 -1.3 -0.8 -0 - .3 -0 -2. -5. 1. 1 4 - .8 -014 -0. - QS I � I4.0 .2 .0 -2.5 3 .5 -1 1 -0. 0 0.2 -1.0 -0.6 -0.4 -0.5 - � �3.5 -3.9 -4.7 -4.6 -3.3 -3.3 -2. .6 -2 2 -2. -ill, / -1.0 - � � II/ 1-2.8 -3.3 -4.2 -4.5 -4.5 -3.9 -2.8 -4.2 -31 .4 -3I3 -3. 28 -2.4 40 20 0 40 80 1 -2.4 -2.7 -3.3 -4.3 -4.1 -3.0 -2.0 -4.9 -4 5 .1 -3 9 -3. -3 9 -3 5 -1.7 -2.3 -2.9 -2.5 -2.0 -1.5 -5.7 7A�12 .9 -416 -4. -413 - . - �_-2.2-=1 = =2T =rB- �L - - - - / 1 .7 -53 -5.D -46\ -4 NOTE ALL IMPROVEMENTS WITHIN THE PUBLIC 0 -4.1 -4.3 -3.6 -3.5 -3.1 -6.9 -6.6 .3 -5.9 -5. -51 -5.1 -1.3 -1.3 -0.9 -U. RIGHT-OF-WAY, INCLUDING STREET TREES SHALL BE INSTALLED PER THE PUBLIC IMPROVEMENT PLANS. -3.4 -3.1 -3.1 -2.7 -2.2 -7.4 -711 .8 -6 3 -5. -5 5 -5.6 -1.9 -1.8 -1.5 -1.1 -0. 1 4 -2.5 -2.4 -2.4 -2.1 -1.7 -7.8 f� 6 .2 -6�6 -6. - 9 -5.9 -1.2 -1.0 -0.8 - OWNER APPLICANT DEVELOPER / I I 1 MANNING HOMES -1.8 -1.8 -1.6 -1.5 -1.0 -8.0 / 115 .2 -6 9 - 2 -5.8 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 1 r f CONTACT: CRAIG KOZMA -1.0 -0.7 -0.6 -0.4 -7. -�/ 5 .3 -7 0 -6. - �\� -5.6 TEL: (949) 250-4200 / � I LEGEND -1714 7.3 -6.8 - f =\-5.8 CUT AREA NOTES 1.SEE SHEET 3 FOR GRADING SECTIONS AND SITE CROSS SECTIONS 13 .1 -6.7 - - FILL AREA 2.SEE SHEET 4 FOR STREET SECTIONS U^) l 3. PRELIMINARY GRADING QUANTITIES J -0 -3.9 -3.4 -3.1 -7.3 - 4. DRIVEWAY GRADES SHALL NOT EXCEED 10%1 .0 -6.4 -6 - .0 -5.6 -1.6 -1.4 - . 0 - -3.5 -3.1 -2.5 -2.2 -7.0 -619 .8 -6.2 -6.c -1.8 -5.5 -0.9 - 1 UTILITIES I WATER SEWER CABLE 0 1 -3.0 -2.6 -2.7 -2.6 -2.1 -1.8 -1.3 -6.7 6 .4 -6.0 -5. - .7 -5.4 1 / I CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS 0 1 -1.9 -1.7 -1.5 -1.5 -1.1 -0.6 -0.3 -6.3 / - 9 .8 -5.6 -5 - .6 -5 10440 ASHFORD STREET (877) 426-9117 / I P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 � 1 I 0 1 -0.9 -0.8 -0.8 -0.8 -0. -5.9/ 15 5.4 -q.4 -5 -1r.4 -5.0 1 (909) 987-2591 / I EARTHWORK SUMMARY GAS TELEPHONE 0 -0.1 -5/8 5 5.4 - .4 -5 r - .3 -5 CUT FILL SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 1981 W. UGONIA AVEUE MASS EXCAVATION 14,100 CY 5,130 CY L N (877) 473-2013 REDLANDS, CA 92373 0 3 6 -3.2 -3.2 -3.2 -2.9 -2.4 -2.0 -5.6 - 5 .2 - .5 -5. - 5 -4.7 - 1 SHRINKAGE (8.0%) - 475 CY RANCHO CUCAMONGA, CA 91730 I SUBSIDENCE (0.1 FT) - 803 CY (909) 335-7715 II ' -3.4 -2.6 -2.5 -2.6 -2.3 -1.6 -0.8 -5.4 - .2 .0 -51.4 -5. - -3.9 -1.9 -1.4 -1.2 -0.7 PAD OVEREX (3.0 FT) 8,712 CY 8,712 CY ELECTRIC EXPORT OVERSIZED SOUTHERN CALIFORNIA EDISON CO. MATERIAL 7,692 CY 7951 REDWOOD AVENUE -2.7 -1.9 -1.6 -1.5 -1.1 -0.6 -5.1 f� 1.8 4.9 - .3 -5.4 -5. -4.2 -2.3 -2.1 -1.7 0 1 TOTAL EARTHWORK 22,812 CY 22,812 CY (909) 35A, CA 92336 (909) 7-6581 � II-9i�1 -1.8 -1.4 -0.6 -0.4 -4.8 6 .6 -1. IMPORT 0 CY I -5.4 .7 5.1 -2.1 -2.3 -1.8 - i�l ► ; \ AREA SUMMARY -1.1 -4.6 / 5 .3 - .4 -5.1 -5. 5. -2.6 -2.2 -1.7 -1.1 1 1 GROSS AREA 5.18 AC j NET AREA = 4.89 AC -4.3/ i 1.2 .9 - .3 -4.9 -5.5 -5. -3.8 -1.7 -1.6 -1.2 -0. 0 1 DISTURBED AREA = 4.90 AC / I I - .9 .8 -4.1 -4.7 -5.3 .8 -4.7 -1.5 -1.4 -1.0 -0. 1 .3 -0.8 -0.5 -3.9 - .7 3.5 - .0 4.4 -5.0 -5. 5 -1.5 -1.2 -1.1 0 I I -3.9 - .6 3.4 - .8 -4.3 -4.8 -4.9 -5.1 -2.9 -1.4 -1.2 -0. - -3.8 - .5 .3 - .7 -4. -4.4 -4.6 4.6 -3.3 -1.7 -1.2 - 1 -3.3 -3 - 9 -3.3 -3.6 -3.9 -4.1 - -2.7 -1.1 -0.8 .1 BENCH MARK SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH BASIN AT PREPARED FOR: - 1.4 -2.4 .4 -2.5 -2.8 -3.2 -3 -1.4 -0.7 -0.5 -0.3 -0. _ _ THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 36'- NORTH OF THE MANNING HOMES _ _ _ _ _ _ _ -so = BCR ON THE WEST SIDE OF EAST AVENUE STAMPED "RANCHO CUCAMONGA BENCH MARK 1088 A" -1 8- -2.2 -2. -1.2 -0.4 -0.6 -0.4 -0.3 - -U.4 0 20151 SW BIRCH STREET SUITE 150 _ NEWPORT BEACH, CA. 92660 1 -1.4 - .6 -1.0 .1 -0. -0.5 -0.4 -0 0 Io CONTACT: CRAIG KOZMA TEL: (949) 250-4200 -0.3 =0.4 0 I PREPARED BY: ICI I II I � -0.2 .0 I�I I MADOLE I I 9302 PUSBuRIG-i AVE,surrE 230 I RANCHO CUCAMONGA,CA.9D30 i PHONE:909.481.6322 Engineering Communities for Life FAX. 909.481.6320 II I 0. TENTATIVE I lol I TRACT I 1 I NO . 20337 RESIDENTIAL LOTS 1 -9 coCUT FILL MAP M O SUBTT 20337 N DATE PREPARED: MARCH 11 , 2020 Q -� - SHEET C-8 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w RESPONSIBLE PARTY FOR MAINTENANCE & INSPECTIONS: A Lu HILLSIDE MANNING HOMES 20151 SW BIRCH STREET, SUITE 150 a z R JECT SITE — — — — — — NEWPORT BEACH, CA. 92660 BANYAN l/1 J HOME OWNERS ASSOCIATION TO MAINTAIN AFTER COMPLETION AND TURNOVER w Z,o z — — FORM 5-1 WATER QUALITY BMP INSPECTION AND MAINTENANCE SCHEDULE Q I� w — — — ____ — — — — _ = LEGEND: BMP MAINTENANCE FREQUENCY u w SELINE —� CLEARING AND S T — — DCV DESIGN CAPTURE VOLUME CONTECH CDS 2015-4 VACUUMING OF EVERY APRIL& Q w LU �,� 1 �/ /� �I _ _ CD SF SQUARE FEET (FT PRETREATMENT SEDIMENT AND DEBRIS OCTOBER m � 15 FOOTHILL BIv I f�I `I "W '`0 CF CUBIC FEET (FT3) CLARIFIER(OR WITHIN STORAGE AREA AND w = LU _ _ co — — — — — — — — — — ��— — — — — — — — — — — — APPROVED EQUAL) PER MANUFACTURER'S AFTER MAJOR RAIN z u > u ARROW - - - - - - - ef — _� — _ _ — - - - _ — - - - = II CY CUBIC YARDS EVENTS a gTH -- — — -- �--—-- — -- — — —- _ V RETENTION VOLUME RECOMMENDATIONS. — — — — ___ — — — — — — — DMA DRAINAGE MANAGEMENT AREA 60" CLEARING AND VACUUMING OF EVERY APRIL& PROP. PROPOSED PERFORATED OCTOBER — — — — - — _ a EXIST. EXISTING RETENTION/ SEDIMENT AND DEBRIS AND — U WITHIN PIPE PER — — =— — — — — — — — — — — — — �' M DRAINAGE AREA BOUNDARY INFILTRATION MANUFACTURER'S AFTER MAJOR RAIN 12 W �' - - - - - - - — - - - - � — PIPES EVENTS 10 EXISTING 1.0 CONTOUR RECOMMENDATIONS. — � — —12"W— —_ — —_ — —_ �� — 12 W CLEARING OF SEDIMENT EVERY APRIL& VICINITY N� MAP s — — — — — — — — — — —.� _ _ —,� _ _,� —4— _ Q PERVIOUS/ LANDSCAPE AREA CATCH BASIN AND DEBRIS WITHIN OCTOBER C TY FILTER BASKET PER AND N.T.S. CONCRETE/ IMPERVIOUS AREA INSERTS MANUFACTURER'S AFTER MAJOR RAIN 00 14/ �, �, �, �, NI/ RECOMMENDATIONS. EVENTS —I� - - - - - — - - - - - - - . _ _ _ _ TREATMENT 1— — AREA SCALE IN FEET WATER QUALITY RETENTION/INFILTRATION SYSTEM STORM DRAIN REPLACEMENT OF �L BOUNDARY 0 30 60 90 120 0 STENCILING STORM DRAIN STENCIL AS NEEDED TO MAINTAIN VISIBILITY. ALL FUTURE MAINTENANCE, •if •i• I / •i• •i• •i• I- APPLICABLE INSPECTION, REPAIR, STRUCTURAL SOURCE ETC.AS APPLICABLE CONTROL AND FOR ALL BMPs THAT TO BE DETERMINED I / NON-STRUCTURAL APPLY DURING FINAL 18' 18' .I I/ I , `_ SOURCE CONTROL DESIGN OF PROJECT. I � Y BMPS It 12' --12' \\ r I I WATER QUALITY BMP NOTES: ———————————————-- 4 — ---- ----- I I SITE DESIGN CAPTURE VOLUME SUMMARY - DA1 CONTECH CDS2015-4 CLARIFIER(OR APPROVED EQUAL): STORMWATER QUALITY RUNOFF AND GROSS AREA = 5.2 AC. - I 1 NUISANCE FLOWS FROM THE PROJECT SITE WILL BE DIRECTED INTO A CLARIFIER BEFORE ENTERING / ^c„ ° I\ TREATMENT AREA (DA1) = 225,674 SQ. FT. THE INFILTRATION SYSTEM. THE CLARIFIER WILL REMOVE TRASH, DEBRIS, SEDIMENTS, OILS,AND / PRE TREA CLARIFIER \ � � � � � EXISTING SITE IMPERVIOUS AREA = 0 SQ. FT. POLLUTANTS FROM THE RUNOFF BEFORE ROUTING IT TO THE INFILTRATION SYSTEM. \ — — — — — IMPERVIOUSNESS = 30% (FIGURE C-4 FOR 2 DU/ACRE) ° l IMPERVIOUS AREA - 67,702 SQ. FT. 60" PERFORATED RETENTION PIPE AND INFILTRATION GRAVEL BED: AS CLEAN WATER FROM THE CLARIFIER ENTERS THE SYSTEM A PORTION OF THE WATER WILL INFILTRATE THROUGH THE GRAVEL I � � • `�� — — — — P (2YR-1 HR) = 0.644 IN 78 15 a BED UNDERNEATH THE PERFORATED PIPE. AS THE SOIL BECOMES SATURATED THE 60" DIAMETER SITE DESIGN CAPTURE VOLUME = 7,926 CU. FT. PIPE WILL RETAIN THE REMAINDER OF THE WATER QUALITY STORM UNTIL IT DRAWS DOWN INTO THE `f I _ SITE DESIGN WATER QUALITY FLOW RATE = 0.4 CFS SOILS BELOW. �I �' �' INFILTRATION SYSTEM RETENTION VOLUME = 7,958 CU. FT. ./ � � \ �\ CDS2015-4-C TREATMENT FLOW RATE = 0.7 CFS (125 MICRONS) CATCH BASIN STENCIL-"NO DUMPING WE LIVE DOWNSTREAM"OR APPROVED EQUAL ON EACH CATCH _ I / BASIN — — — ___ / I I; I� \\ WATER QUALITY MITIGATION SUMMARY: 4❑ AVOID COMPACTION, OR SCARIFY SOILS UNDERNEATH INFILTRATION SYSTEMS BEFORE — STORMWATER RUNOFF AND NUISANCE FLOWS FROM THE BOTH SIDES OF THE TRACT WILL INSTALLATION. N MAINTENANCE ACCESS RISER ENTER"A"STREET AND GUTTERFLOW SOUTH TO A CURB OPENING SUMP INLET LOCATED I 1` AT THE SOUTH END OF THE CUL DE SAC. ALL FLOWS FROM THE PROJECT SITE WILL CATCH BASIN FILTER INSERTS TO REMOVE TRASH AND DEBRIS FROM STORMWATER BEFORE IT 82' � CONVERGE AT A PROPOSED DIVERSION MANHOLE LOCATED WITHIN A 10-FT DRAINAGE ENTERS THE DRAINAGE SYSTEM. I � / I I \ 1 EASEMENT WITHIN LOT'C'. THE WATER QUALITY VOLUME WILL BE DIVERTED TO A NOTE: INFILTRATION SYSTEMS MUST BE INSTALLED ON "UNCOMPACTED SOIL". IF SUBGRADE IS V V \ PRETREATMENT CLARIFIER(CONTECH CDS-OR APPROVED EQUAL)THAT WILL REMOVE �'� �\ TRASH, DEBRIS, OIL, SEDIMENT,AND POLLUTANTS BEFORE ROUTING RUNOFF INTO THE COMPACTED,THE CONTRACTOR MUST RECONDITION THE SUBGRADE UNDER THE BMPS TO SIMULATE `1' `)' `)' PROPOSED UNDERGROUND RETENTION/INFILTRATION SYSTEM. THE SYSTEM WILL CONSIST AN UNCOMPACTED STATE � � � 1 OF PERFORATED 60" RETENTION PIPE, UNDERLAIN BY A GRAVEL BED. THE PIPE WILL STORE WATER QUALITY RETENTION/INFILTRATION SYSTEM DETAIL — — — — — — — — — — THE WATER QUALITY VOLUME AS IT IS INFILTRATED INTO THE GRAVEL BED AND SURROUNDING SOILS. SCALE: 1"=20' ° I DA 1 �' -- .� CDS2015-4-C DESIGN NOTES I TREATMENT AREA=225,674 SQ. FT. (5.2 AC.) � / � I 0 CENTER OF CDS STRUCTURE,SCREEN AND THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME I IMPERVIOUSNESS = 30/° (2 DU/AC.-FIGURE C-4) �/ FIBERGLASS SEPARATION SUMP OPENING CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. MAINTENANCE ACCESS RISER I DCV = 7,926 CU. FT. CYLINDER AND INLET P FINISHED GRADE- LOT'C' I QBMP = 0.4 CFS F I V = 7,958 CU. FT. 100% `1' `1' y CONFIGURATION DESCRIPTION I RETENTION ( ) A -- GRATED INLET ONLY(NO INLET PIPE) z I I—I I—I I—III—I I—I I- I I �—III—III—III—III=III—III—III—III—III—III—III—� � I—III—III—III=III—III— III=III=III=III=III=III=III=III=III=III=III=111- QTREATED = 0.7 CFS GRATED INLET WITH INLET PIPE OR PIPES D W 2' 1 5 12' S 111 III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I— I x c o CURB INLET ONLY(NO INLET PIPE) N I=1 11=1 I I— --+•; Ir�'•� I —1 I III—III—III—III—III—I 11= J FLOW CURB INLET WITH INLET PIPE OR PIPES00 I _ SEPARATE OIL BAFFLE(SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) 1I- -1 I I-1 I I_ — — — — — — — — — — — —� — — — SEDIMENT WEIR FOR NJDEP/NJCAT CONFORMING UNITS .11 I=I 11- + + + I I I=111=111=III=III= TOP SLAB ACCESS _ _ _ Ed I I � DETAIL) ElAND COVER —III—� — — — Ill I—III—IIII= _III=III=III O O O O II—II III—II —II1=1II =1I1= -1II -1 I_I—III— I U = I I—I I F - 48"[12191 I.D.MANHOLE _ _ _ _ _ _ I I PVC HYDRAULIC SHEAR —III—I I —_— _—_—_—_— —III— `1' `1/ `1/ � ° `� PLATE STRUCTURE '—III- I -III =1I1=23'=III... II=1I1 111-111-1II= I +/-s5° 1"22"CLEAN — — — _ — I11=1IIi — — 60 PERFORATED I � MAX. WASHED ,l l—I 11=III=III III=I I I=I I I=1 1- I(—III=III= I ---- ----- -------- — -- — — ----- -- SITE SPECIFIC III=III=III= I=III=III=III— III=III=11 RETENTION/ GRAVEL __ �EOTEXTILE/FILTER FABRIC TO •�• •�• •)• •�• I ° •i• •i• •i• •i• •1• III 11 1 I 1 1II 1 I I— INFILTRATION SYSTEM I I #'S PLAN VIEW B-B DATA REQUIREMENTS —III—III—I I1=1I1= BE PLACED AT TOP, BOTTOM,AND I —— —— —— —— — N.T.S. e °Watef sta s e P SIDES-PER ENGINEERS — —— I 1=1 I 1=1 11=1TI— O O �f_ STRUCTURE ID I 1 WATER QUALITY FLOW RATE(CFS OR L/s) RECOMMENDATION I I I PEAK FLOW RATE(CFS OR L/s) � I CONTRACTOR TO GROUT o CwNTECH" o . RETURN PERIOD OF520 PEAK FLOW(YRS) I TO FINISHED GRADE -contechES.com SCREEN APERTURE(2400 OR 4700) GRADERINGS/RISERS \/��\�/��/�' PIPE DATA: I.E. MATERIAL DIAMETER SECTION M-M I ° INLET PIPE 1 "— ' I R o o SCALE: 1 -20 �q NTFNgNCE ca��' INLET PIPE 2 * * �, •° FIBERGLASS SEPARATION OUTLET PIPE � \ CYLINDER AND INLET RIM ELEVATION — — a w ANTI-FLOTATION BALLAST WIDTH HEIGHT � > FRAME AND COVER B INLET PIPE rn B NOTES/SPECIAL REQUIREMENTS: (DIAMETER VARIES) (MULTIPLE INLET PIPES OUTLET PIPE N.T.S. `� `� `L MAY BE ACCOMMODATED) o I I \ PER ENGINEER OF RECORD I .1/ .1. `)' \ `)' `L ROP. DID SION `1/ ° I PROP. , I " 2"WQ I PROP. R.C.P.RCP STORM DRAIN .i. DIVERSION ------ 5 PROP. PIPE o CURB — — PERMANENT POOL GENERAL NOTES I EXIST. 24" R.C.P. STORM ¢ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. ELEV. y W W DRAIN LATERAL PER DWG. U 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. ■ I _ INLET ( 0 N 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED PREPARED FOR: z No. DWG 1827-D) a OIL BAFFLE SKIRT ^ SOLUTIONS LLC REPRESENTATIVE. www.contechES.com I — Z 1'-9"[533]— u 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. ' / _ 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20(AASHTO M 306)LOAD RATING,ASSUMING GROUNDWATER ELEVATION MANNING HOMES / o a AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. `� ° `L `L `L \ / SEPARATION 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING I - --- /�� 1 SCREEN o MAINTENANCE CLEANING. 20151 SW BIRCH STREET SUITE 150 Q PVC HYDRAULIC N INSTALLATION NOTES NEWPORT BEACH A. 92660 f — -- _______— — — �/ �/ �/ �/ ® 2 �/ �/ I I o SHEAR PLATE A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE CONTACT: CRAIG KOZMA 1 to SPECIFIED BY ENGINEER OF RECORD. M a B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE TEL: (949) 250-4200 6 (LIFTING CLUTCHES PROVIDED). I I C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE STRUCTURE. PREPARED BY: � `/ J r o SOLIDS STORAGE SUMP D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 15� I = ELEVATION A-A E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS EXIST. 30" R.C.P. W SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. I I I STORM DRAIN N.T.S. WQ SYSTEM 1' BMP-SEE I (PER DWG No. OWNTECHO CDS2015-4-C I DETAIL HEREON III I 1827-D CS ENGINEERED SOLUTIONS LLC MADO L E 34.141619 N `� W W w t7 I N LI N E CDS 9302�rrrseulH AVE,sum 230 I I www.conte00, West STANDARD DETAIL 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 : RANCHO CUCAMOI�K�aA,CA�.� � -117.525824 W \ I I v 800-338-1122 513-645-7000 513-645-7993 FAX PHONE:9osAR6322 EXIST. 1.0' PROP. Engineering Communities for Life FAX' 909.4816320 CONTOURZ I 1❑ CONTECH CDS 2015-4 PRETREATMENT CLARIFIER .1/ .[, 4/ .1(y VRAIN 5 0 TENTATIVE I, PROP. 1.0' ❑5 ❑3 PROP. �'S�� T CT NOm 20337 PROP. CONTOURS DROP / --- DROP INLETINLET /%/ RESIDENTIAL LOTS 1 -9 f f WQMP BMP AS-BU/L T CERTFF/CA TE I HEREBY CERTIFY THAT THE NECESSARY STORM WATER QUALITY MANAGEMENT PLAN STRUCTURAL STORM WATER TREATMENT DEVICES HAVE BEEN CONSTRUCTED AND ARE FUNCTIONAL TO THE BEST OF MY PRELIMINARY WATER QUALITY MANAGEMENT PLAN KNOWLEDGE AS OF THE DATE BELOW. co co CD - - -� -� - SUBTT 20337 DATE PREPARED: MARCH 11 , 2020 Q SIGNATURE DATE SHEET C-9 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z LLI A -� W HILLSIDE = R JECT SITE a z BANYAN Q H � — — O W Z 14 210 3 Ln — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q STREET � - - - - - - - - - - - - - - - - - - - - -12"W- - BASELINE s SAS 8- �� — — Q W J Z W C° N �175 FOOTHILL BAN` A _- _ - - - - - - - - - - - - - - - - - - - - - - W W - - -- — - - - - - — _ — — — — — — z J > J - -- — — — - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ARROW =— - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - > Q 8TH RlW _ — - - - - - _ - - - _�_ - i � o _ - - -__ _- - - - -12"W- - - - - - 12"W j� U — — — - - - - — CD LET A VICINITY MAP II . . . - - I NODE 200 - - - - - - - - - - - - - - - - w � EL: 153 .4 o — — I cn / I ==Q M�HIMg �� , I LO II I/ CO CO 4 I �� U_ rt � U_ III 4 f� = SCALE IN FEET 30 60 90 120 2 I I 12' 6° NOTE" - - - - � - - - LT7 - \ ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY, INCLUDING STREET TREES SHALL BE INSTALLED PER THE PUBLIC = I I IMPROVEMENT PLANS. OWNER/APPLICANT/DEVELOPER Q I q --- -- I� Q NOTES: MANNING HOMES II / o co20151 SW BIRCH STREET SUITE 150 A2 U_a LUN 1. ALL SOILS GROUP A NEWPORT BEACH, CA. 92660 "- _ "' II 2. RAINFALL DATA: NOAA ATLAS 14 CONTACT: CRAIG KOZMA 2.45 LL� 3. 100-YEAR DEVELOPED FLOW RATES DETERMINED USING AES TEL: (949) 250-4200 SOFTWARE; RATIONAL METHOD HYDROLOGY FOR SAN / BERNARDINO COUNTY. 4. SAN BERNARDINO COUNTY HYDROLOGY MANUAL FIGURE C-4 - NOTES 1 .52 Ap = 0.70 FOR 2 DWELLING UNITS PER ACRE. - - - - F_ = 5. FLOWS FROM DEVELOPED PROJECT SITE WILL ENTER 1.SEE SHEET 3 FOR GRADING SECTIONS AND SITE CROSS SECTIONS EXISTING 30" R.C.P. STORM DRAIN (PER DWG. No. 1827-D)AND 2.SEE SHEET 4 FOR STREET SECTIONS l TRAVEL EAST VIA UNDERGROUND STORM DRAIN TO I � 3. PRELIMINARY GRADING QUANTITIES ETIWANDA AVENUE, TO A REGIONAL DETENTION BASIN 4. DRIVEWAY GRADES SHALL NOT EXCEED 10% I I LOCATED BETWEEN ETIWANDA HIGH SCHOOL AND THE 15 - == FREEWAY BEFORE ENTERING SAN SEVAINE CHANNEL. I I ITT - �� _ I NODE 40b _ UTILITIES 3 � � II ■ LO -EL 1 y4 - LEGEND: - I o M WATER SEWER CABLE I O N II _ J I o J L?C NODE 50 NODE NUMBER CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS 10440 ASHFORD STREET _ N N EL: 1438 SURFACE ELEVATION P.O. BOX 638 (877) 426-9117 ��' � INV: 1450 PIPE INVERT ELEVATION rt I Q100=20 CFS 100-YR FLOW RATE RANCHO CUCAMONGA, CA 91730 I � (909) 987-2591 L=450' FLOW LENGTH I GAS TELEPHONE SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS - - - - FLOW PATH — — — — 1981 W. LUGONIA AVENUE (877) 473-2013 REDLANDS CA 92373 — 525 TRACT rAl SUBAREA DESIGNATION — — RANCHO CUCAMONGA, CA 91730 �{ I BOUNDARY SUBAREA ACREAGE (909) 335-7715 I , 1 .52 ELECTRIC SOUTHERN CALIFORNIA EDISON CO. I SUBAREA BOUNDARY 7951 REDWOOD AVENUE FONTANA, CA 92336 _ -- SD-- EXISTING STORM DRAIN (909) 357-6581 4 - I 8 S 8 S --- 8"S ---- EXISTING SEWER SYSTEM CD LO I ( - ---8"W---- EXISTING WATER SYSTEM _<U_� SD - PROPOSED STORM DRAIN SYSTEM 8"S-- PROPOSED SEWER SYSTEM I - "W PROPOSED WATER SYSTEM I - 17 PROPOSED LOT NUMBER cn I - J - RETAINING WALL ' = 6' HIGH BLOCK WALL - - I TUBULAR STEEL FENCE DE 202 PVC 2-RAIL FENCE BENCH MARK I I 1 10.5, —— TENTATIVE TRACT BOUNDARY SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH BASIN AT I I THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 36'— NORTH OF THE 4 2:1 PROPOSED 2:1 OR 3:1 SLOPE I V: 15 NODE 203 � BCR ON THE WEST SIDE OF EAST AVENUE STAMPED "RANCHO CUCAMONGA �17 16 "A" STREET LOTS BENCH MARK 1088 A" 5 _ _ EL/(1516.0) — �� PROPOSED FIRE HYDRANT 114 !__ - INV: (1502.5) n 1 - ( - 3 STREET LIGHT Q =16.4 CFS U_� Lp=61 100 PREPARED FOR: PROP. CURB INLE MANNING HOMES 20151 SW BIRCH STREET SUITE 150 - -_-- --------------- NEWPORT BEACH, CA. 92660 � i I - i � _ 515- rt — — — — — — — — - -— — CONTACT: CRAIG KOZMA TEL: (949) 250-4200 515 PREPARED BY: - ICI I �I I o�� - �. I ICI I �r I MADOLE ,- � 9302 PITTSBuRcw AVE,surrE 230 `;;o I PHONE:RANCHO C4as1632222 LL a Engineering Communities for Life FAX- 909.461.6320 ' III I A3 l 6 _ III ROP. DROP g g 0.92 lol 1 LET TENTATIVE ----.- - PROP. DROP - ■ - '_ INLETTRACT �i NO . 20337 I t RESIDENTIAL LOTS 1 -9 coPRELIMINARY HYDROLOGY MAP E CD M N 1-5 =-: 45 SUBTT 20337 - � , � - NV: 1508. DATE PREPARED: MARCH 11 , 2020 Q Q100=13.4 CFS Q100=3.2 SHEET C- 1 0 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z W r�_H�JL" 71 HILLSIDE r R CT SITE -- STREET - - - - - - — — — — — — — —12"w BANYAN z; BAN - - -- - - -....... ...... ANC _ - - w - - - - - - - - - - - - - - - - - — — — — — —I:I�� dl;I I� , it� � N W SELINE LLJ — LLI — � zLLI � - - — a — m — — — — — — - -' = W J I-_ 12 15 FOOTHILL _ � c ARROW �7 W c 8T � _ VICINITY MAP N.T.S. GONG , - O z PHOTOGRAPH # 1- PHOTOGRAPH #5- PHOTOGRAPH #9- P L O 40 20 0 40 80 GONG CONC Q � � STAIR JUNGLE YM e. T - _ mill STAIR =b I s •: A ,.,< — _.. .lay. :_.'-.+.::- _ "�.:'.. ..qF:.. -4J,`.t-. :.-..' .@•.. .. a T n` l?i t�- O r I CONC >r- ,�, .,z. <.� 1 ,. t r... � NOTES , - ,, 1.SEE SHEET 3 FOR GRADING SECTIONS AND SITE CROSS SECTIONS , t o• pf - 2.SEE SHEET 4 FOR STREET SECTIONS 3. PRELIMINARY GRADING QUANTITIES 4. DRIVEWAY GRADES SHALL NOT EXCEED 10% PHOTOGRAPH #6 PHOTOGRAPH # 10 J PHOTOGRAPH #2 Q VEG� RIS o L 9 POOL 1 i ✓ � � n r Y 5 , i P4 1 _ Rush , 4. .o- ,- •.:. _,�c.. .._,. ;. r :v 3-.r.._,..9_:_. .. .. -.-..,. i.. „rrr `a. „-=r':.: - ,'., D�RIS .,,.aY a• r---._ -gym. z ,.,:, .,. ., s:: - _. t: 'a5.._ ',; .�=fir.'' - ,- ' .- SCATTERED ROCKS TAIR , µ n 4 � I o , c , a, ST h = PHOTOGRAPH #7 PHOTOGRAPH # 11 G°NG PHOTOGRAPH #3 0 C Oes 11 SLID URED Q S0 O P C PREPARED FOR: MANNING HOMES �tr 20151 SW BIRCH STREET SUITE 150 CA. 9266 0 , NEWPORT BEACH, r� _• .�_ _ - ZMA TEL:T 949) 250-200 � r PREPARED Y. ADOLE , - •` I '" "� +' �`r 'e �� :� �r� � 9302 PITTSBl1RGH SUITE 230 -- - .- ' RANCHO CUCAMONGA,ca 9D30 ,... i s�' °€ "� URlJ1t ,k t ��t s r 9 .tad .- 4.<. .•arE. i 1 ti a y PHONE:909.481.6322 FAX 909.481.6320 : m_- ;, � ��' � �• ,°• v�r` ,, � � Engineering Communities for Life r PHOTOGRAPH #8 PHOTOGRAPH # 12 TENTATIVE T T N 7 RESIDENTIAL LOTS 1 -9 SITE PHOTOS "'T , ?ter, �� " �, � � �°P ✓ 7 Y � -, °¢,�s .,1.✓, �� - . -.,.� M PHOTOGRAPH #4SUBTT 0 20337 DATE PREPARED: MARCH 11 , 2020 Q SHEET C- 1 1 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w z j Lu Lu ........... ........... z Lu m ... ....... . ......... ..................................................................................................................... .......................................................... ............................................................................................................................. ) 13. cn ...... ... ....... ...... ........ 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BANYAN STREET . .......... TRACT 18210 CIA LLJ RANCHO CUCAMONGA CA AB 1881 IRRIGATION CALCULATION HYDROZONE LEGEND '1AWA = (ETcX0.62XETAF x LA) + (I-ETAF) x (SLA) ZONE NOJIDESCRIPTION WUCOLS#4 0 i-tAWA = x 45,000) + (0.45) x (14,600) HYDROZONE#1 HIGH n TURF/ DRIP HYDROZONE#2 HIGH TURF IROTORS HYDROZONE#3 Z LOW < SHRUBS I DRIP MANNINGHOM S HYDROZONE#4 Z cn SHRUBS DRIP MEDIUM < z 20151 S .W. BIRCH STREET STE. 150 NEWPORT BEACH CA, 92660 949-250-4200 con < oc 24 y z < 0 z lm� 0 U) PROJECT MANAGER: CRAIG KOZMA LLJ z Ld o - Lr) t: U) U) Ld x Ld Ld F- D F- 3: in Ld C) u 0 GENERAL NOTES SHEET INDEX VICINITY MAP uj cq C> z < W_ (n Lc) Ld Ld Ld Ld 0 Li L- 1 TITLE SHEET zN— oc [if w zz y u 01� _j L-2 OVERALL 20 SCALE PLAN < 0- WATER EFFICIENT IRRIGATION DESIGN NOTES v r_ ,tz u AND ENTRY ELEVATION -o .< > 4 z 1. AUTOMATIC CONTROLLER SHALL BE STATE OF THE ART TECHNOLOGY WITH DUAL PROGRAMS AND START TIMES FOR EFFICIENT WATER APPLICATIONS. IT SHALL BE CONNECTED TO AN ON-SITE WEATHER SENSOR DEVICE. L-3 TYPICAL FRONT YARD PLANTING @) Uj 2. CONTROLLER SHALL BE CAPABLE OF WATER BUDGETING AND PROGRAMMING BASED UPON LOCAL 1) EVAPOTRANSPIRATION RATES FROM EITHER "ON-SITE" WEATHER SENSOR OR FROM A LOCAL CIMIS WEATHER F-- STATION. & SITE DETAILS 2t z 0 ALMOND F7- 3. AUTOMATIC FLOW SENSING PROTECTION WITH MASTER VALVE SHUT-OFF. z ft: 0 Ln P6, C)11 0 4. RAIN SENSING DEVICE CAPABLE OF AUTOMATIC SYSTEM SHUT DOWN. LI HILLSIDE z ui z 5. VALVE DESIGN SHALL INCORPORATE SEPARATE HYDROZONES FOR TURF, SHRUB AND SLOPE AREAS BASED UPON < N/E AND S/E SUN/SHADE EXPOSURES. R ECT SITE - 13— z Ij 6. OPTIONAL MOISTURE SENSING DEVICES FOR SPECIFIC VALVE PROGRAMMING BASED UPON SOIL TYPE, ET, CROP BANYAN 10- < erN U) COEFFICIENT FACTOR AND PRECIPITATION RATES FOR EACH HYDROZONE. < L/) _j ft: 7. EACH HYDROZONE WILL BE DESIGNED WITH PCS SCREENS AND CHECK VALVES IN HEADS TO PREVENT LI in Uj OVER-SPRAY AND CONTROL WATER RUN-OFF/WASTE. 210 V) Uj Ly- 8. HYDROZONES SHALL BE DESIGNED WITH MATCHED PERCIPITATION RATE NOZZLES FOR OPTIMUM WATER Q H Q u- 0 APPLICATION. uj u W U-1 z V)D 9. SHRUB IRRIGATION DESIGN WILL INCORPORATE POINT TO POINT DRIP DEVICES AND/OR BUBBLERS AND LOW SELINE z < GALLAGE' NOZZLES TO USE WATER WISELY. z Uj 10. SYSTEM PROGRAMMING SHALL OCCUR IN EARLY MORNING HOURS WHEN WIND LEVELS AND SUN ARE z cn (n z _j uj z 0 MINIMAL TO PREVENT PLANT TRANSPIRATION. QLu O u Uj cn 11. ALL IRRIGATION DESIGN SHALL CONFORM TO CURRENT AB1881 REQUIREMENTS. 15 FOOTHILL 15 < LLJ a 0 w 0- F- Lu uj _j z u > _j u ARROW w > cn w HOA LANDSCAPE NOTE: 8TH o 0 HOA MAINTAINED LANDSCAPING INCLUDES: c;z LOTS A, B, & C. . PARKWAYS AT BANYAN ST. 0 Ln Ld > L0L" U) Ld 0 --------------------------------------- u� Ld z _j 0 Ld F- < m < LLI < 0 < 0 W M u (n a a 0 cn cn ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING STREET TREES, SHALL BE VICINITY D qooqpw INSTALLED PER THE APPROVED PUBLIC IMPROVEMENT PLANS. IF THERE IS A DISCREPANCY N .T.S . < DIAL TOLL FREE BETWEEN THE PUBLIC AND PRIVATE PLANS, THE STREET IMPROVEMENT PLANS SHALL GOVERN. z 1 -800-227-2600 SHEET AT LEAST TWO DAYS BEFORE YOU DIG Lm 1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OF PROPOSED 6' SPLIT FACE 'WALL ' Z REMOVE= EXISTING 2-RAIL FENCE EXISTING 6' WALL TO REMAIN -- VERIFY ON SITE: � Q --A r- y V-�✓-�� X —,J—Y — � �■ �• IE X I ST I N G D.G. T IRA I L✓/ / � _ -- -�—"� �� W �� fr a� � •t�i t� F �+. �F �■ �� - o to� +� i i F1 �� . �■ �r��-�O ��f� +� �i - to to ii Ili �r �iii r r ■ 00 �■ 511 C cn tiR..s•� �� R...�' �R....� �,.�� r� �r� 'R,.�. —ti• � �ts� �:..� �...•- �.�•J '�R '�� ''�L.� '�.� .� — '�2.e.� VL.� VL.•� JLs R.s' VL.e.f �R.e�' �R. �R.s �L.s � J r Q E 15 D.G. TRAIL .;:' .:.. --- FF G -- --- =539.17 PAD � oc' FF==519.07 , — ==538.5 PAD=518.4 l tiL. —T --- �2 FF-=526.07 FF:=530.07 • IFF=536.07r'"` '' J FF=521.07 PAD=525.4 PAD=�i29.4 Iwo PAD-535.4 < PAD==520.4 • �.� I .,ram to �,I ---� LOT A_ _ NI � HC►A N1AIN ITAIIV '` C k� u'J :• • � � ' •.�' . ..: : T =mac ,J a �L ' II ' PROJECT ENTRYCORNIER (� .v .� .� \ .� .� '—•a�_ J� ,� I �� •� .� J J. \� \� J, OLIVE TREE_ — -- — —� — — — -- -- — — �� -- — — -- — -- — � SEE ELEVATION ''All' BELOW w/ SPECIMEN r� l \17 \ � 3 J Q I �\ J/ \ \ n < --mod Q \ �\ �/ 71 36 HIGH Sf LI1 FACE WALL �' —7 0 0 \ 0 FIRE HYDRANT (TYP ) �� _ — ILn n FIRE HYDRANT (TYP) ^ i i I ��"� _ Q �'• / 1 , ►J ��RIEE- T 6" CONCRETE HEADER 7 �7 � ;� j STREET LIGHT (TYP) 6" CONCRETE HIEADER STREET LIGHT (TYP) • 36'' HIGH SPLIT FACE WALL � � �� _ w a ,z �� Y v' ;z �� -N \ \ �• 6" CONCRETE HEADER AL --� --- -- __ ___-- _---- ��-- — -- --- --�__--- � �� a cLu n I \ . — —. — -- — -- --� �\ • P F O J E C T E N T RY CORNER DRNEF ow Z N OLIVE TREE LD w/ S F ECI M E 00 WATER QIUAI-IT`J INFILTRATION .SYSTE�✓I �!� : a Q / V E F(I FY' LO CA T I 0 N WITH C I V I I_ E N G I N E f=R /�� /' . .v J, s/ .v J' .E� J. \� '� 3 / \ //Ji .V .V J/ .V / %. /� \ '� J J/ Ji .V / J J/ J/ .V J' Ji J� \►i - \k �1/ �1/ \1/ �1/ \1/ \1/ \j• J� Ji \E/ �l/ \�\ J' \ ( I \ 3 HOA MAINTAINED cn �'.BENCH St TRASH I I \ .. ,� \/- '' Im�r ° w "1 r✓ `L . I ti w RECEPTACLE: I I \\\ /� , �. . . . . .. .. • I I I I I I I ��—= �A mom 0 J. to 77 15' D.G. TRAIL. mmmmmm 3 fgod ° w �T CONCRETE WALK ; ;k �� \� I .�' 5 CON(RETE 'WALK •� ,.— (� I I I I I I I \ NI/ NII/ NI/ Rev q \ 2 R 2I� , . ��LI�T ty\ OU =G ► FF=534.017 c� Of LOT C \t/ \V \L \li \V \� \L• \L' PA,D-533.4 ---- - e 4, �• N I 0 PAD==528.9 — oN (HOA MAINTAINED) \ / • I N w \ • I I I , , TURF = 14,;350 sq.ft. , 1 0 =r7 ; � v • I I ' I I 1 / \ --- Ld FF=539.47 { •� � ,�,�, `+ • �/ III "IyI II'r_��'III III J/__III�\YII I\1/ \L •�\L �\L' ��\L' �`\11'/ —\w-k►• BEN\k� A\LS//I / PAID o= . oPAC _E 5' SD EASEMENT 3 TRASH J/ J/ J/ J/ RECE r RECEPTACLE wmto o :15' SEWER •` Ilk I I G� co � �r a BENCH & TRASH E:ASIEMEN IFy 1 tt RECE:PT,ACL_E , —5 C� <� low + / / I C 19 "`7'` ; cal �� r n - ¢ a - 8 t ,, � rw -� .rr rr rr 'e- .rr ,rr+ � r-,,� , -,,� • I � {�, /� ,�� -'�.. ,ram. ^�., �� . -�.. �.. ''� 'tito to , 41 �''� `'.� ,�"'� �� ' ob I ..� W _71 LD "w s� per / RJR ■S � �� "e� �Js „��sm ''�� '�� L - 1�+� .+� Raj - -R!■j -- -L -- �,�� 1 LE, x o ----------- PROPOSED E) SI LI1 FACE WALL „/'� PROPOSED 6' SPLIT FACIE WALL 'ic �� ¢11Z w - REMOVE EXISTING 2-RAIL FENCE /' EXISTING D.G. TRAIL Z �— I� ATO RETAINING WALL EXISTING D.G. TRAIL �-- a. cr w o ,. .. .. .. .. ,. --�r—ft 01 f'�">h—�r—rr—r•r—rr--rr—+�—..r im— 4-- •-P 0, 1^1 A ,�-R--,^-A fr--Pr-� 1^1 1^1 ,�Pr—.f o -,� -,�,°�-R--,�-[� ------ Z I - - --1^1 -- -��.-- --,�-a��.-a--r--,�-� .r��., I --ram-ram-ram- � ,.�� "Ell—fr—f'r—f�rr—Pr—or—�—��q /1 - —r4---{t--r4_ --*--,4--n- a ------ TREE PALETTE o ---�—�---- PLAN SIZE WUCOLS TREE SUMMARY TABLE -- — N In -- ELEV. PRIMARY FRONT YARD TREE(QTY.9): z WALL / FENCE LEGEND --- - -(SEE DETAILS ON SHEET L-3) BANYAN STREET: 8 "A" SPAfJISH Of_EA EUROPAEA OLIVE (FRUITLESS) 24' box STD. LY=sP ;, :,`'• Q \, \, NO rE: -- ---- ---- o .y'i.•sa. 'rt SHRUBS GROUND COVER =;. :: MULCH TOPDRESSING / 2;1 SLOPE AREAS M 6' TAN SPLIT FACIE WALL LOT A: 11 SC:HINDS MOLLS CALIFORNIACALIFCIRNIA PEPPER TURF :�;w..:?"•�' (UNDER ORANGE TREES:I w S'EE SHEE=T L FOR TYPICAL FRONT YARD W ':xYs° ;>„, cn �■ ■� �■ ■� 6' TAN PRECISION BLOCK WALL LOT B: 15 z•.;,, .. ; : �`;Z".;, PLANTING PLANS AND SITI_ DETAILS. ,3 RAIL VINYLFEfJCE@ BAN1'ANST. LOT 26NNAUSVUMCAMPHORA CAMPHORTREE 24" box ml I - B' CALIFORNIACALIFORPJIA RANCH CINNAIVIOMUM CAM STREETTIREES: 12 �0, A SOUTHERN LIVE:OAK 24'' box w 0 ----------------- ;* �� =� PERIMETER WALL AS NOTED ON PLAN FRONT YARD TREES: 22 } cobi Q REAR YARD TREES: 26 "C" FARM HOUSE PODOCARPIUS GRACII_IOR FERN PINE 24" box M X D --- LOW STONE WALL& COLUIVIN w/ I.D. PLAQUE SHRUB /GROUND COMER PALETTE: J Q 0 EUCALYPTUS WINDROW: 77 CUPANIA AIVACARDIOIDES CARROTWOOD 24" box M d zz ---------------------- (South,/East/West boundaries) SHRUB NAME SIZE /SPACING �_ w TOTAL TREES: 197 SECONDARY FRONT YARD TREE(QTY. 101): — - — (n �k 'VERIFY WITH CIVIL ENGINEER WALL PLANS � "A'' CALIFORNIA RANCH LAGERSTROEMIAF.'BILO(I' PINK CRAPE: MYRTLE 24" box M Z N W o MYOPORUM P. PROSTRATA MYOPORUM 1. gal @ 36" O.C. o W O It Q "B"SPANISH LAAGERSTROEMIA F.'NATCHEZ' WHITE CRAPE MIYRTLE 24" box M ROSMARINUS 0. PROSTRATA 'HUNTINGTON BLUE' HUNTINGTON'S ROSEMARY 5 gal @ 48" o.c. 5 Q FS LANITANA CAMARA 'NEW GOLD' YELLOW LANTANA 5 gal @ 60" o.c. a a - - •�.' �`�:� "C" FARM HOUSE LAGERSTROEMIA F.'MUSKOGE:E' LAVENDER CRAPE MYRTLE 24" box M ROSA FI.ORIBUNDA 'ICEBERG' ICEBERG ROSE 1.5 gal @ 42" O.C. SPL-CIIV1EIN OLIVE TREE --, PHOTINIA FRASERI FRASER'S PHOTINI4 5 gal @ 60" o.c. w o \ 4. 1 XYLOSIVIA CONGESTUIVI COMPACTA COMPACT XYLOSMA 5 gal @ 60" o.c. az o `' LAENTRYACCEENTTREE(QTY.2): CAL.LISTEMON VIMINAL.IS 'L.ITTLE JOHN' LITTLE JOHN BOTTLE BRUSH 5 gal @ 36" O.C. N 3 a OLEA ERUOPAEA OLIVE TREE ORCHARD SPECIMEN MULTI CIS fUS SALIFOLIUS 'SUNSET' PINK ROCKROSE Ei gal @ 48" O.C. W 0 Z HESPERALOE PARVIFLOIRA RED YUCCA 5 gal Q MOREA IRIDIOIDES FORTNIGHT LILY 5 gal Z, cV o wr, 2.4„ STONE: PLANTER WALL_ _ PARK SHADE TREE(QTY 5)_ DODONEA VISCOSA PURPUREA PURPLE HOPSE:ED E gal @ �' " `n fULMUS PARVIFOLIASEMPERVIRENS EVERGREEN ELM 2 tz STOIVE PILASTER CINNAMOMUM CAMIPHORA CAMPHOR TREE 24'' box MUHLENBERGIA RIGENS DEERGRASS 1. gal @ 36" o.C. _ lO w `Y( VIBURNUM TINUS CONIPAC:TUl"A 'SIPRING BOQUET' SPRING BOQUIET LAURUSTINUS 5 gal @ 60" o.c. �' Of w WITH I.D, PLAQUE CJ�\ Q�" CAL.LISTEMON CITRINUS BOTTLEBRUSH 5 gal @ 60" o.c. CV N N k Ld PARK TREE(QTY- 11): ACACIA REDOLENS PROSTRATE ACACIA E " 36" SPLIT FACE WALL PYRUS C.ARISTOCRAT FLOWERING PEAR 24" box gal @ 60 o.c. y BACHARIS I ENTENNIAL_ CENTENNIAL DESERT BROOM 5 gal @ 60" o.c. N O z AT LOT 1 PROPS=RTY LINE Y li.l z N ' 4 + LIGUSTRUIVI TEXANUM WAXLEAF PRIVET 5 gal @ 42" o.c. Q �� U RAPHIOLEPIS INIDICA 'SPRINIGThVIE' INDIAN HAWTHORN 1.5 gal @ 42" o.c. U •Q p a`. �_ 0 / SIDE YARD SLOPE/VVINDROVV TREE(QTY.109): V1 1' CI IJ oN `� ✓• .;; .:- apt EUCALYPTUS CITRIADORA LEMON SCENTED GUM 15 gal TRACHE_LO_rPER.MUM JASMINOIDE_> ST�4R JASMINE E gal @ _'0 o.c. a I� � � � o PARKWAY ► .�l�L , _, , a r -d 00 — BANYAN STREET TREE(QTY.8): GROUND COVER NAME Of "A" STREET ` �° LA.GERSTROEMIA FAURIEI CRAPE MYRTLE 24" box 1 LONICERA JAPONICA HALLIANA HALL S HOINEY.�UCKLE rooted cuttings @ 24L o.c. o slime lip � � �� / — OSTEOSPERMUM FRUTICOSUIVI AFRICAN DAISY rooted cuttings @ 24" o.c. _ \ REAR/SLOPE TREE(CITY.:17): Y SCHINUS MOLLE CALIFORNIA PEPPER 15 gal/24" box VINCA MINOR DWARF PERIWINKLE rooted cuttings @ 1i>" O.C. Ir _ SHEET ELEVATION _ "A."STREET PARKWAYTREE(QTY. 12): VINE: E=LE�'A LION QIJERCUS ILEX HOLLY OAK 24" box -- IDR,OUE(vT• ENT R'Y AT LOT 1 PHAEDRANTHUS BUCCINATORIA RED TRUMPET VINE 1.5 gal @ 15' o.c. IN 211 �ho NO SCALE — CITRUS GROVE TREE (QTY. 14): LE CITRUS SINENSIS ORANGE TREE 15 gal �- � OF 3 0 cn% I �— E (� C) Ill %�,To R Ll C"Im 10 INI ,/ A IVI E= ICJ I I— I E %S I�� ETA I L.�� 1�'Y' F' II C�,A►L_ F= FR.o Ni —r YPIIIil,FR C) P I.A PIIIIIIIIII,1 "T' l ICJ �' aC Lu >- o �- Lu -, C) Fnn,u_ 06 -j 0 PLANT LEGENDaC zL) S'I -- TOP aF 18" sG:. Iro 1 q o" ^1" WALL CAf' " ii " /" CROWNIED MORTAR CAP E301't0'M OF G2. TREES Q_ Z a � I CROWNED MORTAR. CAP — UUAL.L CAP HOUSE I� 13x 4x16 ..SPLIT FACE $LOCK - 8xrox10 SPLIT FACE $LOCK STYLE:BOTANICALfJAME COMMON NAME SIZE SPACING WUCOLS �_ j c COLOR• TAN - - --- ----- -- --- �� COLOR : TAN — - - — ' S! T1 STREET TREEa. ALIGN QUERCUS ILEX HOLLY OAK 24" 130X STD. (8' 10'x 3' 4') LOW ------ T2 PRIMARY FRONT YARD TREE ------ SPANISH OLEA EUROPAEA OLIVE 24" 11 STD. (9'-11'x 3'-4') LOW PRIVATE PUBLIC: I6x8x l6 SPLIT FACE 5LOCIK, SCHINUS MOI_LE CALIFORNIA PEPPER 24" 11 STD. (9'-11'x 3'-4') LOW SIDE SIDE RING SPLIT, 4 SIDES, COLOR' TAM FARMHOUSE PODOCARPUS GRACILIOR FERN PINE 24" BOX STD. (9'-11'x 3'-4') MEDIUM lox8xI& SPLIT FACE $LOCK, CUPANIOPSIS ANACARDIOIDES CARROTWOOT 24" BOX STD. (9'-11'x 3'-4') MEDIUM 00 SPLIT I SIDE, c� COLOR: TAN CALIF RANCH CINNAMO MUM CAMPHORA CAMPHOR 24" 13OX STD. (9'-11'x 3'-4') MEDIUM � QUERCUS VIRGINLANA SOUTHERN LIVE OAK 24'' 3OX STD.(8'-:-0'x 3'-4') LOW O T3 SECONDARY FRONT YARD TREE �� FINISH GRADE SPANISH LAGE:RSTIROEf✓IIA f=. 'BILOXI' PINK CRAPE MYRTLE 24" 13OX STD. MEDIUM CALIF RANCH LAGE:RSTROEMIA F. 'NATCHEZ' WHITE CRAPE MYRTLE 24" 13OX STD. MEDIUM FARMHOUSE LAGE:RSTROEMIA F. 'MUSKOGEE' LAVENDER CRAPE MYRTLE 24" 13OX STD. MEDIUM r�1 O FINISH GKAI DE \J � S I-I R U BS �� C� rr''n =—I I CIA A SPANISH AGAPAN'THUS A. 'QUEIEN ANNE' LILY OF THE NILE 1 GAL. @ 18'' O.C. MEDIUM � � �_ CALIF RANCH TULBAGHIA VIOLACEA SOCIETY GARLIC 1 GAL. @ 18'' O.C. LOW F> I —III FARMHOUSE LIRIOPE MUSCARI BIG BLUE LILYTURF 1 GAL. @ 18'' O.C. LOW `� u 0 0 — —r• <s U 4 °e_ ° I o -111 a , ° B SPANISH BUXUS MI.JAPONICA'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL. @ 36"O.C. MEDIUM �• POURED GO'NCF2ET1= FOOTING r •. a CALIF RANCH PITTOSPORUM T. 'WHEELER'S DWARF' DWARF TOBIRA 5 GAL. @ 36"O.C. MEDIUM �• POURED CONCRETE FOOTING FARMHOUSE MYRTUS COIVIMUNIS'COMPACLA' MYRTLE 5 GAL. @ 36"O.C. MEDIUM SPLIT IIT FACE WALL SPLIT IT RAGE COL•UrO N C SPANISH CALLISTEMON V. 'LITTLE JOHN' DWARF CALLISTEMON 5 GAL. @ 48"O.C. LOW ----------- ------------ CALIF RANCH RAPHIOLEPIS INDICA'SPRINGTIME' INDIAN HAWTHORN 5 GAL. @ 48"O.C. MEDIUM n NO SCALE NO SCALE FARMHOUSE ILEX VOIVIITORIA'STOK.ES DWARF' DWARF YAUPON 5 GAL. @ 48"O.C. LOW D SPANISH TRACHELOSPERMUM JASIVIINOIIDES STAR.JASMINE 1 GAL. @ 30'' O.C. MEDIUM �7 L7 Z N CALIF RANCH COTONEASTER DAMMERI 'I_OWFAST' COTONEASTER 1 GAL. @ 30'' O.C. MEDIUM ! ell __ FARIVIHOUSE ROSMARINUS O. 'PROSTRATUS' ROSEMARY 1 GAL. @ 30'' O.C. LOW �+ O 0 SPLIT FACE $LOCK WALL �� L7 � o E SPANISH PHOIRMIUM T. 'TOM THUMIB' NEW ZEALAND FLAX 1 GAL. @ 30'' O.C. LOW a CALIF RANCH MOR.AEA BICOLOR. FORTNIGHT LILY 1 GAL. @ 30'' O.C. MEDIUM � L7 [w� PEi�ORATEID STEEL MESH ON FARSIIDE FARMHOUSE HEMEROCALLIS HYBRIDA DAY LILY 1 GAL. @ 30'' O.C. MEDIUM a OF PICKETS 4 WELDING FRAME � F SPANISH NANDINA DOMES-FICA HEAVENLY BAMBOO 5 GAL.COLUMN MEDIUM CALIF RANCH PRUNUS CAROLINIANA'COMPACTA' CAROLINA CHERRY 5 GAL COLUMN LOW z FARMHOUSE PODOCARPUS MACROPHYLLUS'MAKI' SHRUBBY YEW PINE: 5 GAL.COLUMN MEDIUM EXl'EN1D WALL C:AF' r� � NO MESH AT TOP G SPANISH ESCALLONIA FRADESII PINK ESCALLONIA 5 GAL. @ 48"O.C. MEDIUM CALIF RANCH LIGUSTRUM TEXANUMI PRIVET 5 GAL. @ 48"O.C. MEDIUM r 1 U o 40" CLEAR r GARAGE FACE FARMHOUSE LAURUS NOBILIS SWEET BAY 5 GAL. @ 48"O.C. MEDIUM \.J o 2" 1 36° �,n /� Cn SET LATCH AT STRIIKER: - �� H SPANISH PRUNUS CAROLINIANA, CAROLINA CHERRY 15 GAL. @ 48"O.C. LOW _ EDGE, ALLOW CLEARANCE_ + Li CALIF RANCH PODOCARPU_I GRACILIOR FERN PINE 15 GAL. (ED 48 O.C. MEDIUM C FOR PAD-LOC:K FARMHOUSE JUNIPERUS C.SPARTAN SPARTAN JUNIPER 15 GAL. @ 48"O.C. MEDIUM E� z "- / r LOCKAE3LE LATCH tz '/ J SPANISH XYLOSMA CONGESTUM SHINY'XYLOSMA 5 GAL. @ 60 O.C. MEDIUM � 3 — r— -- 2" x 11/2" STEEL rU$E CALIF RANCH ELEAGNUS P. 'FRUITLANDII' SILVEI�BERRY 5 GAL. @ 60"O.C. LOW N I ❑ STRIKER, LAC-; $0L1 TO FARMHOUSE PHOTINIA FRASERI RED-TIPPED PHOTINIA 5 GAL. @ 60"O.C. MEDIUM w r _ L 517UD/SACKING IN I -- --- GARAGE- (3 PLA'CES) K S/CR/FH MYOPORUM PARVIFOLIUMI PROSTRATA CREEPING MYOPORUM 1 GA,L. @ 30'' O.C. LOW w NO x %11 STEEL TU15E WELDING FRAME, AROUND •(=5) 1-IEAvY-pLlt1' HINGES VINES ...... 2" x 11/2" STEEL u5E STRIKEi� V1 SPANISH PHAEDRANTHUS BUCCINATORIUS BLOOD-RED TRUMPET VINE 5 GAL STAKED MEDIUM ------ 3 O aD �� CALIF RANCH PANDOREA JASMINOIDES BOWER VINE 5 GAL STAKED MEDIUM o HILTI K$3 U!/:3 E,M$ED, FARMHOUSE BIGNONIA VIOLACEA LAVENDER TRLIMPEET VANE 5 GAL.STAKED MEDIUM /�-� a CENTERED a6 WALL � b/� o (E:SR:01s385) 0 3" •r1ke"SQ. STEEL TU$EE � p N J GROUND COVERS: � ram_-m w Q z PICKET c M 3� Q 6" MAX. , — - ,_ -A �� EQUALLY SPACED -- AI_LSEIRUB BEDS: � N�� r 11%t' x 11/2" STEEL TI FRAMEE' 1`10 Symbol 3 COVER FORE FLOOR 0 2_"SHREDDED BARK MULCH -TYPICAL. SOURCE: AGUINAGA FERTILIZER COMPANY \N�j,�— S�% D r FINISH GRADE IRVINE,CA (949) 786-9558 o x a -- af w SODDED DWARF FESQUE BLEND TURF WITH SHOVEL-CUT EDGE HIGH wm J 1-47 .1. (MARATHON II OR APPROVED EQUAL) L7 � o U VIEW FROM FRONT YARD -- �� Cj (GATE SWINGS TOWARD FRONT YARD) 4- N ao Cn r� �TALArt� 1_ VATIIo��I F� af ° v NO SCALE FRONT YARD RETURNS �� " U — U c� °" W o 4, Con PLAN 1 _ _ r l 8 F� �L e' � tll m4 af 0 C .'� U �\ w M — N, J vNMI oc � o PLAN 2'R tea.= w z W 71 o ,5 z 5 D 7 -� � � � 3 x � �-- as cr w o C 2 �� 4 ),_�+ z Of ::;� ! 12 kv W-IW all LLI �1 - , - - ! �� 14v < • — — �� r2 z AL 34 Of o MODEL: BENCH 57-601 MODEL: RECEPTACLE '124 MODEL: BIKE= RACK 1.30-:30 '�� — \ J�\ \� p - /� _ �� g 6' LONG BENCH, IPE WOOD SLATS, 2 SUPPORTS 31 GALLON GALVANIZED STEEL LINER 2" SCHEDULE 40 BIKE RACK, 3 PEAKS, (7 E31KES) ��—�� ` �� G// ----f zo _ �_ - m IVIFR: Du Mor MIFR: Du Mor PvIFR: Du Mor / ��/ \�/ �/ �/ \ �� O o www.dumor.com wwvv.dumor.corn wvvw.dumor.com — _1 _ _ � -- — — — — — = 0 --- �, ----- T . ----- — k. — �� — — --- — Z CONTACT: Coast Recreation, Inc. CONTACT: Coast Recreation, Inc. CONTACT: Coast Recreation, Inc. -� �� '�. \ �� / =33 MEN www.coastrecreation.com www.coastrecreation.com www.coastrecreation.corn info@coastrecreation.net info@aaastrecreation.net info@coastrecreation.net: 714-619-0100 714-61.3-0100 7'14-619-0100 Ld /� /\ �,_ N l / =11 N m PARK BEI�JCH TRASH RECEPTACLE. BAKE RACK � � � ��\ � � x N 1 z NO SCALE PJ O SCALE NO SCALE --------------� ---- ----- -- ------ ----- ----- ------ --------' . — .. •• - ------ ------- Z cn 7 •• w brio 0 co o k, k: 8d w T1 K Q 0 Q \■� x SHEIET LE -I �► 3 aIF / 9: - - - - -- - -' u'.. �T, — - 3 _ — ;s '�• � ' s � . .—,{sy.-}:,F�.,..� —t^ '•Z^ r'=1—r'Y`,r��'�.— � }—r �- "f; �._' t : ° riot• I b ti r "' — _ • s . - - .. - - y x.yyyn.-.:-+x. .7 - �Yr�i'" .'f�+'�;':' i",, � _- •�5.�'S�-.'�r r"Ya`��';-' 4IbI- . r ,. 111 1 1■ ■■ z - 1 ,� �.. ._ .. - -- - - - - T,- - _, Imo■ od it - rs � . r �� .'vs" 1 - - .= �-'yF`7. -- - -- 2 I I '!• IMINIHIIIII IL ■■ ■■ ■■■■ ,. „ 1 MEN _ l F - ■■ Omni ■■ ■ ■■ ■■ ■■ ■■■ ' ■ NONE' ■■ME 11!4� + ■ ■■MEN' MEN ■■ 1 •,., i Y PLAN 2C - FARMHOUSE PLAN 1 B - CALIFORNIA RANCH PLAN 2A - SPANISH PROJECT TEAM AREA TABULATIONS ARCHITECTURAL SHEET INDEX MANNING HOMES - Craig Kozma Plan 1 A 3511 SF House Plan 1 C 3511 SF House 20151 SW Birch St. Ste. 150 672 SF Garage 672 SF Garage 108 SF Portico 108 SF Portico A1 .0 Plan 1 - Front Elevations A2.0 Plan 2 - Front Elevations Newport Beach, CA 92660 268 SF Covered Porch 268 SF Covered Porch 949.250.4200 4559 SF Footprint 4559 SF Footprint A1 . 1 Plan 1 A - Spanish Floor Plan A2.0. 1 Plan 2 - Front Elevations Plan 1B 3511 SF House A1 .2 Plan 1 - Floor Plan Options A2. 1 Plan 2A - Spanish Floor Plan 672 SF Garage WILLIAM HEZMALHALCH ARCHITECTS, INC. - Don White 108 SF Portico A1 .3 Plan 1 A - Spanish Front Elevation & Roof Plan A2.2 Plan 2 - Floor Plan Options 268 SF Covered Porch 2850 Redhill Ave. , Suite 200 4559 SF Footprint A1 .4 Plan 1 A - Spanish Building Elevations A2.3 Plan 2A - Spanish Front Elevation & Roof Plan Santa Ana, CA 92705 A1 .5 Plan 1 B - California Ranch Floor Plan A2.4 Plan 2A - Spanish Building Elevations 949.250.0607 Plan 2A 2243 SF Lower Level Plan 2C 2243 SF Lower Level A1 .6 Plan 1B - California Ranch Front Elevation & Roof Plan A2.5 Plan 2B - California Ranch Floor Plan 806 SF MDS CONSULTING - Stan Morse 852 SF Garage Porchtorage 152 SF Garage Porch A1 .7 Plan 1 B - California Ranch Building Elevations A2.6 Plan 2B - California Ranch Front Elevation & Roof Plan 247 SF ear Porch 17320 Redhill Ave. , Suite 350 3448 SF Footprint247 SF earch 3448 SF Footprint A1 .8 Plan 1C - Farmhouse Floor Plan A2.7 Plan 2B - California Ranch Building Elevations Irvine, CA 92614 Plan 2B 2243 SF Lower Level A1 .9 Plan 1 C - Farmhouse Front Elevation & Roof Plan A2.8 Plan 2C - Farmhouse Floor Plan 949.251 .8821 806 SF Garage 152 SF Front Porch A1 . 10 Plan 1 C - Farmhouse Building Elevations A2.9 Plan 2C - Farmhouse Front Elevation & Roof Plan 247 SF Rear Porch FRANK RADMACHER ASSOCIATES, INC . Frank Radmacher— 3448 SF Footprint A2. 10 Plan 2C - Farmhouse Building Elevations 14841 Yorba St. , Suite 204 Tustin, CA 92780 714.832. 1774 ARCHITECTS PLANNERS DESIGNERS M NNINGHOMES BA, NYAN NTS Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA V 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020321 102-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA ay dr -s' z -jqp ,.fir. _ !► - � + 11t ram WOMAN AR �+.1. � y y Mir,• � 4,f1 It A C I loll duo ;TT 1 �T { ` - ft `j Tie 46 yr _ �i 7777rrrr�!!! '�.•.. do AL im of i Mill Mi uff f ... -._ _ �� _�� k � • �' A � . 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I�`,P ��, �A'1 � IEEEEEEE ---- --,_— =—� _� NMI '�� 11IIIIIIIflllllll�lllllllllllll1111111111111111111111111111111i111 �, ,• n r — —ww— ■�.ww■ww�a—w� iw� , r rw • _ �, _ H I LL _ .EI' ��." f • Qom---- -----• '�� -- — ► MONSOON �;'�� , :-�•` _ `�w--mow `----- rn 11 1� 1EEEEEElEEIElEE -----■EElEEl�!!ElEEfElE�lEEl�----r i —!!!'ElEEnmvm IElEE r---- —� --- `III iIII iIII I■I ---III.----� �---- — �-- � �--■ �I !®I I®I E�� ICI !� I�I �� ---iww—.wwl—ww—■�iw.■■wwww. —i■•1--w--r�■rr �,■■�� . ■ 1 ■ i I I I I I 701_011 I I 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH I I o o CID LO � � � I N � N I I I I I Covered Porch EDining Room Ma4, ledroom 221_411 x 121_011 '-11 " x 1 '-1 " 1_511 161.111 I I � � I I I C.0 c LO I c� I j C=n ' I I I II I � I I I x x I o , Cn ° LO CNJ II I o Flex Space coLO I I Linen II , ' I1 �'x'� i 111.111 x 141.111 M Bath IL----- I I Grea R00 1 0 ° ° co Kitchen o 201.611 201.111 l O ° ° M Volum Ceilin ' ---- J ' I I I II I I I Pwdr Linen o = c o I ---_—= II II _ - - - --- ------- M tj I - /A `. WIC Entry i' 111.111 x 16'-8 ' � 34 LF y I ' Co is �� co an DZ 'L------_ ------J' I I - ----- - - -------- I I J Linen Ug N _n�Laundry 131.411x 131_011 I 0 =1 ' 1 x 91-011 N \\\ Entry Courtyard \. \, y y --- \� -----w 131.011 x 141.811 --- C o o --- o ao i 0 0 I _ D C=) Bath 3 Hall a h 2 Car G rage [�D NCD 21 '-1 ' x 21 '-511 0 I a --- I I co I LO M Cn Portico o ' LO --_-_- 131_011 x 81_411 N I N I Be room 2 Be d ro m 3 11 '-3" x 13'- 1&-0"x 8'-0"SECT.GAR.DOOR I -------------------- 1 1_311 x 121.911 I = Ic C/Ddrm 4/ Teen m co r-O --- M111.111 1_ 11 LO 2656 SH 2656 SH I I 3056 SH \ I I 3656 SH I I PLAN 1A SPANISH I I I I I I I I I I I I I 1 I I I I 3 ) 511 SF 0 1 A NYAN 9 Al ARCHITECTS PLANNERS DESIGNERS 1 ■ M NNINGHOMES 0 2 4 8 16 Au RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020321 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA 34 LF -------- ——-- I - - - —_—— - - I I I I I , I a ---- ----- — Linen -lc=) 00 I 00 � CA) 6edroom 4CD N Laundry 11 '-0" x 131_211 =13 1 x 91_0 11 LL ------ I II / \ II ------- v =====J 2680 I C) Bath 3 Hall a h z\ o Bath 3 Hall a h\ CD C\j C/3 C/3 II - N I - o o O O \, \ C.0 LO \ LO _ - \ C) M = - \ CM -----T C/3 L0 -- I Lf7 N j �� \ j N Bec room 2 0 Be room 2 0 11 '-3" x 131- 11 '-3" x 131- Bedroom 3 Bedroom 3 ill-311 x 12'-911 1 'CIO -3" x 12'-911 Te n Room I N Bdrm. Ste. 11 '-1 ' x 13' " co co -KN /U11) / 1 �_1 � 11.4�� N � / I N N ---- ---- C.0 / ---- ---- 2656 SH 2656 SH ' cou H /-000 On 2656 on 3056 SH 3056 SH 3656 SH 3656 SH OPT. BEDROOM 2 SUITE OPT. TEEN ROOM / BEDROOM 4 PLAN 1 = OPTIONS 3 ) 511 SF 0 1 A NYAN 9 Al ARCHITECTS PLANNERS DESIGNERS 2 ■ M NNINGHOMES 0 2 4 8 16 Au '- " RANCHO CUCAMONGA, CA Scale: 1/4"= 1 0 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020321 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA r----------- -----------I I I I I I I I I I I I I T T I I I �I;i 4i I I I ----------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I 4:12 I I I T I I I I � I 4:12 I � I I I ® I I 4:12 I I I i I 4:12 I � I I I I I I I I I I I I I I L- I I I I I I I I I I I I I I ------------ I I I I I j I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I j I I I I I I I I I I I I I I I 4:12 4:12 I I I I 4:12 I I I I I T T I I L I ----------------- I I I I I I I I I I I I I I I I L-----------------1 I I .J i 0® ti•'w i r_ - 2 Y-10 N� Roof P 1 A I I � � I Rakes Eaves 24 Lu mm� Scheme# 1 Front ❑3 5❑ 7 4 2 6 10 9 1 11 SPANISH - A 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia with 46 Rafter Tails ❑3 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 05 Gable Accent: Round Pre-Manufactured False Vent Pipes © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish 7❑ Shutters: Pre-Manufactured Shutters ® Trim Accent: Hardi Simulated Wood 9❑ Tile Accent: Decorative Ceramic Tile at Front Entry 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 1A I SPANISH Front Elevation & Roof Plan BANYAN Al 3 ARCHITECTS . PLANNERS . DESIGNERS ■ M NNINGHOMES 6 2 4 8 16 "= '- " Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4 1 0 Z) 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA I. , ; {+ I I _ I I _ j I• it 1 __ ~�' .��' � I r E � E I ,� ! i• I i� I• �, , , r � � I I ; r � � �T'•, ft� Ir i � r { • I � ! k� fl , t I � � �`I I � �,�-�� ;.-� ;'�� - ;ram �-�►r�-,r'- �; '� � ;^� i. { 1 r I it ' I ! u i h !� _ �• I . ' I .. ! .I E � I i! ;E �'�`�`__ I � t I, Scheme# 1 Left 4 5 3 6 2 7 - - �Ix�-I, I I 11 I I � AaT� " .:��,�__ � �_ _ I �},��1t'�"•�- k ...„ ', i r r '-.�;rn•�.-- ..� �_. I I. ,t t � ! I! � > ' I 1 .� r f t' I t •I ': r t I � f NMI d ■■ 1 M ■o LJ ■ ■ 101M Right 3 1 ❑2 6 6 7 SPANISH - A 1❑ Roof: Concrete "S" Tile Roof Fascia: Wood 2x3 Fascia with 46 Rafter Tails ❑3 Exterior. Stucco 16/20 sand finish 1 ® Barge Wood 2x6 Barge Board IFN ■� ��I I r ■ ti��{ � ■ , ❑5 , r.Gable Accent: Round Pre-Manufactured False Vent Pipes ■ ` :� " ' ! -i '�■ = r , :; ;� �p �- © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish Li Li G CV 7❑ Shutters: Pre-Manufactured Shutters +' - -: -=_�-- -----_�--- . -_ ,---� - ,-_ -_-_�- ----�---�_------�---�==- ___ --� ® Trim Accent: Hardi Simulated Wood T NONE ■■ ■■ a r 9 Tile Accent: Decorative Ceramic Tile at Front Entry NEI ■■ ■■ ■■ ■ 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door F.G. "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Rear and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 2 6 4 ® 1 5 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 1A I SPANISH Building Elevations BANYAN Al 4 ARCHITECTS . PLANNERS DESIGNERS ■ 6 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" Z) 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA i I I I I I 701_011 I I 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH I I -------- = o o <" ————————— L (.0 co I N � N I I I I I Covered Porch EDining Roo , M edroom 221_411 x 121_011 '13-11 x 1 -1 �2111-511 161.111 I C/:) LO I co\1 I j C=/n ' I I I II I CD I x x I 1 0 , � ° CD LO cli II I o 11\ Flex Space co I I Linen II , 1 ' I: /'x'� i 111_111 x 141_11I 1 M Bath ----- I I Grea R00 0 ° ° 1 1 Kitchen I o 201.611 201_111 O ° ° 1 M Volume Ceilin I 1 1 ' I I III ILI ---- _ ' I I I II I —J I II I I Pwdr [:D Linen o = I I I I C o I co- i� mil —�i ----_--- Ir i XrV/ 1 i 117 1WIC I I andem -' 1 11 x � 34 LF Entry 16'-8 ' ' I ' Co is an DZ '�-----_ ------J' co I I - ----- - - -------- I I J _ . . Cn Linen I Den/Dinin U _ N Laundry g CC/ 1 131.411 x 131_011 0 1 x 91-011 N \\\ Entry Courtyard \. \, y y ---- \� -----w 131_011 x 14,4, --- I 0 0 _ I c=i� Bath 3 Hall a h � 2 Car G rage CD [:DN 21 '-1 ' x 21 '-511 ----- 0 Io ----- - - ------ - - coI I I C= CIO M Cn PorticoLO o ' N _--_--_-_- 131.011 x 81_411 N Be room 2 0 --- o I11 '-3" x 13'- ——————— &-0"x 8'-0"SECT.GAR.DOOR j� Bedroom 3 --------------------- 1 1 1_311 x 12 4, I I drm 4/ Teen m I 111_111 1_ 11 1 L11 LL 3056 SH 3056 SH \ I I 3056 SH 3056 SH I I PLAN 1 B CALIFORNIA RANCH I I I I I I I I I I I I I 1 I I I I 3 ) 511 SF 0 1 A NYAN 9 Al ARCHITECTS PLANNERS DESIGNERS 5 ■ M NNINGHOMES 0 2 4 8 16 Au '- " RANCHO CUCAMONGA, CA Scale: 1/4"= 1 0 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020321 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA r------------------- ----------- ------------ ---------------------------------- N-7 r r ' I TI I I I 1 I I I I I I I I I I I I I I I I I I I I I 4:12 I I I I I I I I 4:12 I I ; 0 4:12 I I I I I ' I I I I I I I I I , I i I I I , I , I I I I I , I i I I I , I , I I I I I , I --------- I I i j j ; 4i , I I I I I I i j I I i j j I , I I I , I I I , I I I , I I I I ----------- I I I I I I I � I I 4:12 I , I I I , I 4:12 -------------- I , I I I IMMIX I , I i I I I ' I J •, FBI Roof Plan I I N■ NEE ■a es - - Eaves ■■ NONE . ■■ - - 11 111 HI Ll Ll Ll Ll Ll Ll E L-L Scheme# 4 Front ❑3 5 8 4 © 9 10 2 1 11 CALIFORNIA RANCH - B 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia With 46 Rafter Tails ❑3 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 05 Veneer: Manufactured Mortared Brick Veneer © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Brick Accents at Brick Veneer Locations 9❑ Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 1 B I CALIFORNIA RANCH Front Elevation & Roof Plan BANYAN Al 6 ARCHITECTS . PLANNERS . DESIGNERS ■ M NNINGHOMES 6 2 4 8 16 "= '- " Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4 1 0 Z) 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA `i fry. L , ! = i 1_ _ I ` •.7 _ rs I r I t , I r E f 1 N + nfw- ■■ ■■l ■■ �� ■■■ ■■ ■ on ■1 Los ■■ ■■ ■■ins 0 Scheme# 4 Left 6 4 3 7 2 1 5 ■■ �� ■■ �. ■. ■ ■ ■ Right 3 1 2 7 7 9 5 8 CALIFORNIA RANCH - B 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia With 4x6 Rafter Tails - _ 3 Exterior: Stucco 16/20 sand finish Ll 4 Barge: Wood 2x6 Barge Board l 5 Veneer: Manufactured Mortared Brick Veneer - © Gable Accent: Board and Batt Siding & Exposed Wood Corbels -- ! "T_L_. I_ __I "_�_ r _ EO 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish MEN ® Window Accent: Brick Accents at Brick Veneer Locations r MEN ■■ N N 0 Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Rear and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 1 2 8 5 4 6 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 1 B I CALIFORNIA RANCH Building Elevations BAiNYAN Al 07 ARCHITECTS . PLANNERS . DESIGNERS 0 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" 0 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020321 102-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA 70'-0" 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH N Covered Porch ETiT Dining Roo M edroom 22'-4" x 12'-011 �-4 �-4 I '-511 x 16'_1 " I I I I X) LO o ------------------ co IICIO --- I x x ——— M 0 `=r' I I I I I LO C.0 CID I V olum I Flex Space LO N Linen X 11 '-1 " x 14' M Bath I I -----OGreaRo oo 1 'I 1.0 Kitchen II M 201-6�� 2 �-1 o oCeil' I I I II I I N Pwd r Linen C:) CQ CIO II II --- -------------- -- M ——————————— --� I� — -- � ---------------- --- '�---�' F/ J`i I---- I_ _ .I WIC Tandem ' c0 II 34 LF 'I Entry 1 '-1 " x 16'-8 ' I I I I I ---- - - ------------ Co is antr y DZ IL — — — ----JI CIO coT. ------- ------- I Linen Den/Dining o = Laundry N I 13'-4" x 13'-0" 0 =1 x 91-0" N Entry and Y Courtyard II , ,' 13'-0" x 14'-8" I ---- o =3: C\J .- 0 I c= C/D E:D= Bath 3 Hall a h\ � 2 C r G rage o I I � N 21 '-1 ' x 21 '-5" o � VD \\ � U3 IFL- CY) Portico CD U:) Pi LO CDco -- _ _ 131.0�� x 81_4�� N ------- N Bedroom 2 0 - - 11 '-3" x 131- ———————— 16-0"x 8'-0"SECT.GAR.DOOR F Bedroom 3 1 '-3" x 12'-911 BCD = 13drm Al Teen m LO cl� I N co N 2656 SH 2656 SH 3056 SH 3056 SH 3056 SH PLAN 1 C FARMHOUSE 3 ) 511 SF 0 1 A NYAN 9 Al ARCHITECTS PLANNERS DESIGNERS 8 ■ M NNINGHOMES 0 2 4 8 16 Au '- " RANCHO CUCAMONGA, CA Scale: 1/4"= 1 0 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020321 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA -------------- ----------------- r---------- -------------------------------------------- 777 I I I I I �i I 00 I I I I I I I I I I I I I I II F ----- I I I I I I I I I I I I j I I I I I 6:12 i I I I I I I 1 I I I I I I 6:12 0 '_ 6:12 I I I I I I I I I I , 6:12 I 777 I I I I I I I , I , I I I ` I I . I I . I I � I I � I I � I I � I I � I 1 ------------------- I I I I I I I I I I I I I I I I I I I I I I I n1 nl I 166 1 I I I I I T CI I I I I I I I I I N T I I I I I I I I I I I I I j I I I I I I I j I I I I -- ---------------- I B:12 I I I I I I I I I I I B:12 I I I I I I [ 1 I 41 -! I I I ! T -------------T-----------------� I T - IL r ai-- �-- ----- ----- --� - - - _ � - ,� - - - 4,�117. Roof Plan 1 C Ilk Rakes 12 ... �■■ n� ........ ... .... ........ ... ... II ... ... ......... _ -- _ - ... ... ......... ....... ... Eaves , P=1 LL Scheme# 7 Front 9 3 3 8 7 ® © 8 5 10 2 1❑ ® 11 6 FARMHOUSE - C 1❑ Roof: Concrete Flat Tile Roof ❑2 Fascia: 2x6 Wood Fascia ❑3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts ® Barge: Wood 2x6 Barge Board 05 Veneer: Manufactured Mortared Stone Veneer © Gable Accent: Horizontal Siding / Vertical Board and Batts 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations 9❑ Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 1 C I FARMHOUSE Front Elevation & Roof Plan BA, NYAN Al 09 ARCHITECTS . PLANNERS . DESIGNERS 6 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" Z) 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA y - -- ' 7. FT Scheme# 7 Left 6 6 3 7 2 1 ------- . -- -11 t ..4 L JL I r_ ,r C7 Right 3 1 ❑2 7 ❑7 9 6 5❑ 8 FARMHOUSE - C +IAW 1 Roof: Concrete Flat Tile Roof - - --- - ❑2 Fascia: 2x6 Wood Fascia ❑3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts - -- . , 4 Barge: Wood 2x6 Bare Board _ - _ ❑ g g Veneer: Manufactured Mortared Stone Veneer - - 6 Gable Accent: Horizontal Siding / Vertical Board and Batts w 7 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations _ r 9❑ Shutters: Pre-Manufactured Shutters J . 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door - - "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Rear and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 1 2 7 5 4 6 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1" PLAN 1 C I FARMHOUSE Building Elevations BA, NYAN Al 010 ARCHITECTS . PLANNERS DESIGNERS 0 2 4 8 16 M NNIN HOMES Scale: 1/4"= 1 '-V" Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA CCU 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020321 102-04-2 i 1 0RANGE COUNTY. LOS ANGELES . BAY AREA raft - +' p 1 f�l r r85 �� tom'• . a r f PI AF r♦� _ � a • -. r� .. J v l fr• fr• - ■ , g 1�■I�r■1■>lug■'rl■��ri��i■�■■r1r■e■>.■��wwl�.■��■eur��^�z�urrra4■irnw�ll s■�isr�wr�■1■�-i.�'w■r�. �>i�■a. _ ■allln�r+r��r_■_wnwlw�ir��■��1■sr_■i�rl+l�r�_u�lu 1 n>E�r��IRi�■�w>r�. - - - ��r�� A��.��.--.tea.--- f��■��■�� .! 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CENTER SLIDER al `I - ———— ———————— ————— Bedr om 2 U CD HMC/DZ EA - M Bath N Den CD 131_111 121_211 13' 1 �� X 3�_0�� I co 1:31L° ----- andem Garage I;`�,. 1 12'_9" x 20'- " N N , I I I; ;x,, 1 6068 BI-PASS - _ Bonus Roo 11 Mast room 18'-1 " x 16'-11 ' �i i' 17'- " x 6'-3" M �I of Great 00 O ° ° 0 �i i ��. 71Ll8'-6" X 19' 7" IKitchenN �� 1 Storage '1 WIC 1' = I 1-- 8'-10" x 9'_7" Bath 2 I 17'_7" x 9'_8" o ; 1 0 No 268o I I C) N J= --------� co CD Linen LU CD 00 o LU o N Linen I ML �" K) KI � o WIC Hall00 �; Li en I co Shelves a----- 1 OC L= r--k N Linen Bath 4 I I I o °] 26so Linen St 26so Butler's Pantry LL- 0 1 " Pan o DN torage co CIO N I Linen N o 0 Bath - - 2CrGrage ----------- �'�� \;;�;� �'�, i I ----- ----- 6o6s BI-PASS 2680 26so ----- --- 21 -7 x 20 -1 11 N Laundr I ech Loft ----- ----- edroom 4 6080B1-PASS �� _____ _____ 880PR. G. y 0 en To Below o 13 -0 x 11 3 LO �, N! `�' V FR. DOOR 11 -1 x 10 -3 I ----- ----- p - 8 ° ----- ----- N I N Linen -- ----- Pwd r ----- ----- E ntry J ----- ----- TED I 8 CI \ UP --- — -- — --- ----- ———————————— -------- --- 2040 SH 2O40 SH 20 DIN. FX Bedroom 3 2040 SH 3050 SH 2O40 SH Bedroom 5 00 n i n g/D ROUND 13'-1 " x 13'-8" 13'-1 " x 13'-11 " ; � x 1 ' 11 iciclil 2046 FX 2046 FX 2046 FX 2030 SH 2O30 FX 1 o a ARCHED ARCHED ARCHED = TEMP. GL. — \ Cn co Cn 0 0 LO co UO LO co LO N N " Front Porch N 1-4 3650 SH 3056 SH 3056 SH 20'-1 " X 7'-6" Cl? SH 2656 SH 1'-4" 5'-2n" 1�_4�� 5'-22" 1�_4�� 5'-22" 11-1 11 -4 A or 13'-6" 20'-6" 14'-0" 22'-0" 13'-6" J. 20'-6" 14'-0" 22'-0" 70'-0" 70'-0" or PLAN 2A SPANISH 4 ) 767 SF ARCHITECTS . PLANNERS DESIGNERS 1 A201 M NNINGHOMES 0 2 4 8 16 '- " RANCHO CUCAMONGA , CA Scale: 1/4"= 1 0 i © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020321 I 02-04-2 1 ORANGE COUNTY . LOS ANGELES . BAY AREA 6080 TEMP. GL. SLIDER Cm 0 Co Suite 3drm \A) 13'-1 " x 13'-0" 6080 BI-PASS TL- / 1 -_- - - - o 00 >< - --- I I I I C-D7 CL:C/3 Linen CD 00 o , wC\d Co O N I — I Bath 4 4 ° L268 Linen I 7 , UC Ref Sink DW o w/micro abv kitchette00 , 2680 PR�T.G. CD �I FR. D06.� 4 Pwd r --- --- --- ------ ------ suite Living C Den 13-1 " x 13-11 " 13' 3'-8" 72030N Co 2880 3056 SH 3056 SH 2656 SH 2656 SH Optm Living Suite Optmional Den PLAN 2 OPTIONS BANYAN 9 A22 ARCHITECTS PLANNERS DESIGNERS ■ M NNIN HOMES 0 2 4 8 16 Scale: 1/4"= 1 '-0" Au RANCHO CUCAMONGA, CA VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020321 102-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA ------------------------------------------------------- I 3:12 ® I 3:12 r------------ --------- ---------- —i—� ' I I _J_L 4:12 I I I I I I I I I I —I I I r r I r r I I , I , I , I , I , I , I , I , I , I , I , I , I , rJ L j I , I , t � I 4:12 I I I I I I I 4:12 4:12 I I L1 I I I I I I I I I I I I I I I I I I I I I I I I I 4:12 I � I I I I L ----------------------------- ---------------------------------- , I I I I I I I I I I I NV L I - 4:12 -------� N -- ----------- ---_--_ I T r I I 4i -;i I I I I 4:12 L - L J I I I L--------------------------------J i e r r li r jf r Roof Plan 2A t I L-I LJ L_J Rakes NONE - -- ■■ ■■ ■■ ■■ ■■ ■■ II ■r ■r u ■■ ■■ ■■ ■■ oil , Eaves 24 1 r_ f �� k� 'r r� �'�+� •�� try it�.�'�Y7�-` . �..,' �ti ram:�•�- �.�• •iL. -p•-�.._..�. _ __ _.�:- ■ 84 - - I Scheme# 2 1 1 161 rOn❑2 ❑9 8 5 7 ® 10 SPANISH - A 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia with 46 Rafter Tails ❑3 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 5❑ Gable Accent: Round Pre-Manufactured False Vent Pipes © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish 7❑ Shutters: Pre-Manufactured Shutters ® Tile Accent: Decorative Ceramic Tile 90 Entry Door: Decorative Front Entry Door 10 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 2A I SPANISH Front Elevation & Roof Plan BANYAN A23 ARCHITECTS . PLANNERS . DESIGNERS ■ 6 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" Z) 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA „I . 'y i i I `• T.O.P. SPANISH - A A T.O.P. - ■� , � Roof: Concrete "S” Tile Roof �■ �■ ■ ■ ■ ■ 02 Fascia: Wood 2x3 Fascia with 46 Rafter Tails ■■ ■■ ■ ■ -Tome ❑3 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board F.F. F.F. 5❑ Gable Accent: Round Pre-Manufactured False Vent Pipes T.O.P. T.O.P. © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish 7❑ Shutters: Pre-Manufactured Shutters ■■ 8 Tile Accent: Decorative Ceramic Tile a ■■ 9❑ Entry Door: Decorative Front Entry Door 10 Garage Door: Decorative Wood Sectional Garage Door F.F./T.O.G. F.F.JT.O.C. "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Scheme# 2 Left and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1': 7 2 6 3 4 T.O. ROOF TILE +! T.O. SHEATHING I � � r�• � � •• � �" I I , f _ � r r I I I � � n r I /'ir r � _ �t I E •I I •� II ! II ` - � -� II i �E � I - t r i�� ! I r I _. el � i; ] I � I ,. i !i i, r � i[ ,•� ! !- _ i _ n _, ' - _ I I i} ,�: I .^' I - ,. � II I ��E _ r. � �� IF��,_ �"!'�'-': l''*■ ■ r �. „r �`ir7�. � �, ,i I �` FI 1-7 . :■ i�'�'r� ;i.�'. I�'�9�1 I ,� ,p� .�'_ s 'I (0 _ .I .I ,�`'�4'''r� �. n ■�■� E � I � r , j sY■�''��; i .I r �. T.O.P. �r-a� �! +' T.O.P. >s'`�c �; I i i I r ■! i �l< r� T.O.P. ■■ ME ■■ ■■ M� I■� ■ r ■■ ■ ■■ ■■ ■■ ■■ ■■ mom �■ ■� IN ■ ■■ ■ ■■ ■■ ■■ T_ ■ ENE IN ME 01 cr) T � T LM-0 MEL ■■ ■■ IN NEI ®■ ■ _ ■ ■■ +i low F.F. , I r , ` �r n�+ '-',� i , F.F. F.F. f r :i {! {••• I I � 1 I' -i�ir�� 1 c(-' r ypri --- -----� -- T.O.P. y ! I I !` 1 3 1 � T.O.P. - T.O.PMEMO No LJ c ■ ■■ ■■ NEI ■■ ■■ oil IMMI F.F./T.O.G. F.F./T.O.G. F.F./T.O.G. F.G. R Right 3 6 4 7 1 5 ear 4 2 1 6 7 6 PLAN 2A I SPANISH Building Elevations BANYAN A24 ARCHITECTS PLANNERS . DESIGNERS ■ 0 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" 0 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020321 02-04-21 ❑RANGE COUNTY . LOS ANGELES . BAY AREA 70'-0" tin II II o I Ico TEMP. GL. TEMP. GL. 2650 SH 2650 SH Covered Porch Dining 3050 SH 3050 SH 20'-111 x 1 2'-011 �� 2650 FX 2650 FX 2650 FX F]C/D 0 x o � / N = O U:) 0 3050 SH 5050 SH 3050 SH 3050 SH 5050 FX 3050 SH o M ----------- ------------ --------------- L ---- -------- -- HMC/DZ Bedr om 2 M Bath Den CD I I II o N M 131.111 121_211 i 131111 x 31_011 I = I I Tandem Gar ge N I;`� ' 121.911 X 201. 11 Bon s Roo _ AlI _ ___ _ Mast room � ---_A, Ir---- -- - - - - - - I -- 18 -111 X 16'-11 ' i 17 - X 6 -3 M , Great oo I ° ° 18 6 x 19 7 I Kitchen 1_ II III I I I I O ° ° Storage � � I I I II I I ;I g 'I WIC I' = li -- 8'-1011 x 91_711 Cn= -1 Bath 2 171.711 x 91_Q11 o N I I Ll CD Cfl J= L cD� Linen Cfl �� I , �� ----------------------- �� Y -- ----------------------- f7777 ' - Wo Linen i-- - - -- I �i-- �i N I I WIC I I I I Hall I I I I Li en II II II a_ I Shelves Linen Bath 4 ----- I _ Linen ----r--r- - Butler's Panty Storage DIN Linen i o Pan o -- -- 2 Car G rage � � � I I - - - - Bath 3 - - - - � � - � ' --- co ------ I II I II , -�--- I I ----- ----- 21 -7 x 20 -1 N Laundry I ech Loft ----- ----- room _ =====J 1 -0 x 11 3 Co �� ----- ----- --- 111.111 x 101.311 ----- ----- Open To B e l OW ----- ----- co II I i I � � II � -- rrF N ----- Entry I ,, Linen PWdr ----- ----- IIII ----- ----- --- — — -- — -- up 2040 SH 2O40 SH 2O40 SH Bedroom 3 2040 SH 3050 SH 2O40 SH n i n g/D Bedroom 5 13'-1 " x 13'-811 13'-1 " x 13'-11 " 1 ' 111 x 1 " (0 ---------------- ---- 16'-0"x 8'-0"SECT.GAR.DOOR ;X0 2646 SH 2646 SH 2O30 SH 2O30 FX N I � TEMP. GL. _ �I I � � of I� o / C/D Front Porch I 11 I 11 x 7 -6 3056 SH 3056 SH 2056 SH 3056 SH 2O56 SH PLAN 2B CALIFORNIA RANCH 4Y767 SF 0 1 A NYAN 9 A2 ARCHITECTS PLANNERS DESIGNERS 5 ■ M NNINGHOMES 0 2 4 8 16 Au '- " RANCHO CUCAMONGA, CA Scale: 1/4"= 1 0 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020321 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA ------------------------------------------------------- I I 3:12 I I I ® I 3:12 r------------ --------1_11 ' I I ---- -------- ----------- — ----------- 4:12 I I I 1 I I I I I I —I N I ---------------------------- --------------------- I I I I I I I I I I I I I I I I I j I I I I I I I j I I I I 4:12 4:12 I I j I I I I I I 4:12 4:12 I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I ----------------------------- ----------------------------------i I I I I I I I I I I L---------------------- I — 4:12 L-- ----------- -------------� I i �IRRR®—— I I r r I `�W'" 4:12 L ,I Lr J I I Roof Plan 2B l° Lill Rakes 12 II NONEI . ■■ ■■ ■■ - ■■ ■■ avesE _L -I F _1r_IE�� 1 1 -1------ _ � f r L— i } :�. 11� is • —I �— I L Y i NONE Ell N Ell Ell ■■ ■■ NOLAO ��- ■ ■ ■■ ... f _ .■ ■ 1-'T NONE --_- -'J NONE ■ CALIFORNIA RANCH - B Scheme# 5 Front 3 1 7 2 10 6 s 5 4 9 11 0 Roof: Concrete "S" Tile Roof 0 Fascia: Wood 2x3 Fascia With 46 Rafter Tails 0 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 0 Veneer: Manufactured Mortared Brick Veneer © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 0 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Brick Accents at Brick Veneer Locations 0 Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 2B I CALIFORNIA RANCH Front Elevation & Roof Plan BANYAN A26 ARCHITECTS . PLANNERS . DESIGNERS ■ 0 2 4 8 16 M NNINGHOMES Scale: 1/4"= 1 '-0" Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Z) 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA CALIFORNIA RANCH - B T-2� T.O.P. T.O.P. 1 Roof: Concrete "S" Tile Roof - W ❑2 Fascia: Wood 2x3 Fascia With 46 Rafter Tails ■■ ■■ ■■ ■ ■■ ■■ ❑3 Exterior: Stucco 16/20 sand finish ■■ ■■ ■■ ■ ■ ® Barge: Wood 2x6 Barge Board -=-r i T 5❑ Veneer: Manufactured Mortared Brick Veneer F.F. — F.F. T.O.P. © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 0 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish �■ 8 Window Accent: Brick Accents at Brick Veneer LocationsCD ■■ ❑9 Shutters: Pre-Manufactured Shutters 1- 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door F.FAO.C. F.F.JT.D.G. "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Scheme# 5 Left and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California31 2 © 3 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. I m.nuur I fLt +I T.O.SHEATHING ,r • _ L��• if ; • s �i ',~ , f, I I 1 r - y, r s l� ' • � [� • i f = I I; __ ola 7 +n fa .�� i ; t , i r ,5 _' -:. ;s . , ' ^t . } } � •Y S 1 i `r S f ; y ' �• E - it s ~ .I .- - 'i � � r I v p ; r: 1 L TIL 1� IL T.D.P. _ T.O.P. T.O.P. ■■ ■■ NONE ■■ ■■ ■ ■■ ■■ ME ■■ ■■ ■ 1" ■■ ME ■■ ■ NMI imm ■ ■■ ■■ ■■ ■■ ■■ +I F.F. T.O.P. _ 1 1 r T.O.P. T.o.PAV— . AV— .. ." . . . —— ■": -T 1... d .I d - G I=r. I I I I ME F.F./T.O.G. F.F./T.O.G. F.F.JT.O.C. F.G. RRight 2 3 7 4 9 8 5 1 6 ear 5 4 6 7 9 7 8 PLAN 2B I CALIFORNIA RANCH Building Elevations B 1 , NYAN A27 ARCHITECTS . PLANNERS . DESIGNERS ■ MANNINGHOMES 0 2 4 8 18 "= `- " Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4 1 0 0 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. � 2020321 � 02-04-21 ❑RANGE COUNTY . LOS ANGELES . BAY AREA 70'-0" 3060 SH 3060 SH - - - ------ - - ------ II o co TEMP. GL. TEMP. GL. 2650 SH 2650 SH Covered Porch Dining 3050 SH 3050 SH 20'-111 x 1 2'-011 2650 FX 2650 FX 2650 FX x x o ;X0 � N = o cn 0 3050 SH 5050 SH 3050 SH 3050 SH 5050 FX 3050 SH o co ----------- ------------ --------------- L ———— ———————— -- Bedroom 2CD II HMC/DZ M Bath I N Den I LO M 13 -1 12 -2 i 13' 111 x 3'-011 I = I I --- Tandem Gar ge N I I 121.911 X 201_ II Bon s Roo _ II II _ ___ _ Mast room � I, , , -- Fr ---_�, ---- -- — — - - - — I -- 18'-1 " x 16'-11 ' i 17 - x 6 -3 M ,� IIII Great 00 I ° 18 6 x 19 7 I Kitchen = 1_ II III I O Storage e M M I I I I g 'I WIC I' = li -- 8'-1011 X 91_711 Bath 2 171.711 X 91_8 11 o N I I "I J= �C Linen I , �p I � �� ----------------------- LO LU� Y -- --- -71 -------------------- f7777 ' - - , Wo Linen i-- - - -- EI= -4 �N I I WIC I I I I Hall I I I I Li en I I I I I I I I I - II II II a_ I Shelves Linen Bath 4T ----- I _ Linen ----r--r- - Butler's Panty StLorage DIN Linen i LL- o I V1 Pan o -- -- 2 Car G rage � � � � � � � I I - - - - Bath 3 - - - - � � - --- ------ I II I 11 ��`, ,�� -�--- I I ----- ----- 21 -7 x 20 -1 o ;; N Laundry I ech Loft ----- ----- room =====JBelow1 -0 x 11 3 �, �� ----- ----- I I --- 111-111 x 101-311 ----- ----- Open To ----- ---LO -- II � II N ----- Entry Linen PWdr ----- ----- IIII ----- ----- T 8 IIII \ i i i --- — — -- — -- UP - ------ - 2040 SH 2O40 SH 2O40 SH B e d room 3 2650 SH 2650 SH Bedroom 5 n i n g/D 13'-111 x 13'-811 2040 SH 13 -1 x 13 -11 11 1 11 1 1 1 11 X 1 1 11 16'-0"x 8'-0"SECT.GAR.DOOR 2646 SH 2646 SH 4f 2O30 SH 2O30 FX __ = TEMP. GL. _ Ca �, "' co "' o CD co U' = N N Front Porch co 3050 SH 3050 SH 20'-1 " X 7'-6" 3056 SH 3056 SH 2056 SH 3056 SH 2O56 SH I� 1�/_Z�II1IZ«II117�111/_7�I_Z PLAN 2C FARMHOUSE 4Y767 SF ARCHITECTS PLANNERS DESIGNERS 0 NYAN 9 1 A208 M NNINGHOMES 0 2 4 8 16 Au RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020321 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA r------------------------------------------------------- I 3:12 3:12 r------------ --------1-i- 1 I I I I I � 7 I r---- -------1-L --------------- I I I I Q I 4:12 II I V----------------------- I I I I I I I I I I I , I I I I I j I I I I I I I I I I I I 6:12 6:12 I I j I I I I I I 6:12 6:12 I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I ®® I ----------------------------- r------------ --------------------� I 4:12 L---------------------r ----------i I L ---------------------�------� I I I 4:12 i r r 1 i 4`6 `6 L — Lr J II r I at I1 It L--------------------------------J I ' kk I AMPT oof _ r = - -_ - Rakes Eaves 12 71 r-P mom 000 0101 ILMI Scheme# 8 ron FARMHOUSE - C 3 3 7 10 6 8 5 4 1 2 11 1❑ Roof: Concrete Flat Tile Roof 02 Fascia: Wood 2x3 Fascia ❑3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts ® Barge: Wood 2x6 Barge Board ❑5 Veneer: Manufactured Mortared Stone Veneer © Gable Accent: Horizontal Siding ❑7 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations ❑9 Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1'. PLAN 2C I FARMHOUSE Front Elevation & Roof Plan BANYAN A29 ARCHITECTS . PLANNERS . DESIGNERS ■ 6 2 4 8 16 M NNINGHOMES Scale: 1/4"= 1 '-0" Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Z) 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020321 02-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA - - - - 7 J .JT_ FARMHOUSE - C - 1 Roof: Concrete Flat Tile Roof TOP _ - --- TOP ❑2 Fascia: Wood 2x3 Fascia ❑3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts T -- - ® Barge: Wood 2x6 Barge Board -------------- = _ - - - -� 5 Veneer: Manufactured Mortared Stone Veneer �- - F.F. F.F. ' 1 © Gable Accent: Horizontal Siding T,O,P, T.O.P. 07 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations 9 Shutters: Pre-Manufactured Shutters a 10 Entry Door: Decorative Front Entry Door 'I 11 Garage Door: Decorative Wood Sectional Garage Door F.F./T.0.G. - F.F./T.O.0 "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Scheme# 8 Left and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1': 3 7 9 6 4 5 T.O.ROOF TILE +� T.O. SHEATHING - - 1 - �- ~ it Ir i i Y i � T.O.P. i ��I = -_ I L - y y _ __ ;._ - - I T.O.P. I - i T.O.P. - - - _ .- - T 0 - 17 . _ F.F. - - - - F.F. T.O.P. T.O.P. __ _ T.O.PT ilL _ 4L r F.F./T.O.G. _ _ - = F.F./T.O.G. _ -_ - - - -� -i = F.F,/T.O.C. F.G. LA 2 4 5 8 1 6 Rear 5 8 4 3 6 7 9 7ig t PLAN 2C I FARMHOUSE Building Elevations BANYAN A21 0 ARCHITECTS PLANNERS . DESIGNERS ■ MANNINGHOMES 0 2 4 " '- 8 16 = " Note: Artist's Conception; Colors, Materials and Application May Vary. RANCHO CUCAMONGA, CA Scale: 1/4 1 0 0 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020321 102-04-21 ❑RANGE COUNTY . LOS ANGELES . BAY AREA DESIGN REVIEW COMMENTS May 4, 2021 7:00 p.m. Mena Abdul-Ahad, Assistant Planner LOCATED AT 6386 SAPPHIRE STREET — GEORGE BOTROS — A request for site plan and architectural review of a proposed 18,506 square foot Sunday school and social hall facility located at the 6386 Sapphire Street in the Very Low (VL) Residential District; APN: 1062-332-25. File number: DRC2020-00199. Related Record: Conditional Use Permit Modification DRC2020-00471. Site Characteristics: The 4.9-acre (217,715) project site is located on the west side of Sapphire Street and south of Lemon Avenue. The project site is improved with an existing 7,239 square foot church building. The dimensions of the rectangularly shaped project site are approximately 662 feet from north to west and 328 feet from east to west. 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 Church Very Low Residential Very Low VL Residential District North Single-Family Very Low Residential Very Low (VL) Residential District Residential South Single-Family Low Residential Low (L) Residential District Residential East Single-Family Low Residential Low (L) Residential District Residential West Single-Family Very Low Residential Very Low (VL) Residential District Residential Project Overview: The applicant proposes to develop a 18,506 square foot Sunday school and social building located on the west side of Sapphire Street and south of Lemon Avenue. The building will face Sapphire Street and will be setback 165 feet from the street. Access to the project will be from the existing driveway off Sapphire St. The applicant also proposes to construct a 117-stall surface parking lot and a soccer field located to the north of the proposed building. New landscaping and 44 new drought tolerant trees will be provided. The Sunday school and social building are designed with a Mediterranean architectural design theme that includes the use of smooth stucco, stone veneer, cast stone accents, and "S"the roof. The Sunday school and social building is designed to carry over the design theme of the church and will have a maximum height of 31 feet. The ground level floorplan for the building (10,069 square feet) includes the classrooms for Sunday school, study area, library, a recording studio, bathroom facilities, a meeting room, an office for the priest. The second story (8,437 square feet) includes a kitchen and an eating area. The project complies with each of the related development standards for the Very Low (VL) DRC COMMENTS DR DRC2020-00199 — ST. JUSTINAS ORTHODOX CHURCH Mary 4, 2021 Page 2 Residential District as shown on the following table: Required Provided Compliant Building Front Setback 42' 164' Yes Building Side Setback 10' / 15' 168' / 390' Yes Building Rear Setback 60' 139 Feet Yes Parking Setback 15' 20' Yes Lot Coverage 25% 7% Yes Building Height 35 feet 31 feet Yes Landscaping 18 min mg m 15 20' Yes Parking: Parking for churches is based on the number of fixed seats in the main sanctuary. In this case, there will be 340 fixed seats in the main sanctuary, which translates into a parking requirement of 114 parking spaces. The proposed church proposes 167 parking spaces, 53 parking spaces in excess of the minimum requirement. Parking Ratio Required Parking Provided Parking Churches (340 seats) 1 1 Per 3 Seat in Sanctuary 114 Spaces 167 Spaces Staff Comments: Staff supports the proposed building architecture and site plan layout, which will complement the existing development on site. The building is well designed and carry the architectural design elements to each elevation (360 Degree Architecture). The project complies with all requirements of the Development Code. Major/Secondary Issues: None Policy Issues: The following items are a matter of Planning Commission policy and should be incorporated into the project design without discussion: 1. All Double Detector Checks (DDC) and Fire Department Connections (FDC) required and/or proposed shall be installed at locations that are not within direct view or line-of-sight of the office corner of the building. The specific locations of each DDC and FDC shall require the review and approval of the Planning Department and Fire Construction Services/Fire Department. All Double Detector Checks (DDC) and Fire Department Connections (FDC) screened behind a 4-foot high wall. For this project, these walls shall be constructed of poured in-place concrete with design elements incorporated to match the building. 2. Decorative paving shall be provided at each vehicle entrance to the site, behind the public right-of-way. These decoratively paved areas shall extend from the front property line to the building setback line and have a width equal to that of the driveway. 3. Downspouts shall not be visible from the exterior on any elevations of the building. All downspouts shall be routed through the interior of the building walls. 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 Commission: DRC COMMENTS DR DRC2020-00199— ST. JUSTINAS ORTHODOX CHURCH Mary 4, 2021 Page 3 ORecommend approval of the design of the project as proposed by the applicant. ❑Recommend approval with modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director/ Planning Commission. ❑Recommend conditional approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission. ❑Recommend denial of the design of the project as proposed by the applicant. Staff Planner: Mena Abdul-Ahad, Assistant Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner UTILITY INFORMATION: CONCT ALSITLAN si Banyan St Banyan Si pie u� m W a ��p � ��` et.,e Mandarin Ave (ELECTRICITY) ro Qe `eg`,�� m y a � SOUTHERN CALIFORNIA EDISON Leman Ave Q D Alta Loma Junior PH: (800)655-4555 APN : 1062-332-25 Lemon Ave High School �Pr)- RANCHO CUCAMONGA MUNICIPALITY UTILITY PH: (909)919-2612 Orange St orange SI Orange St RANCHO CUCAMONGA, CALIFORNIA SITE fi (GAS) Alta Lorry°r Ella L LOCATION �tf•�: Q ARCO h{pghland Ave Ilighland Ave Hunter Or Beryl Park West O H4hland Ave SOUTHERN CALIFORNIA GAS ® O Foothill Fwy 1179 PH: 800 427-2200 SO © The Home Depot Q Garden 5t (WATER) CUCAMONGA VALLEY WATER DISTRICT G o V ��f Toys'R"us Hawthorne � 0 �5 St E T 91h 5; 14t1r SS 1 9tn St PH: (909)987-2591 9rh ° ^ St p a � Hamilton St '�?. Hamilton St r„ (CABLE TV Holly St Q My Jasper School Q ) Pkw`Y a 181h SI m ty d TIME WARNER CABLE PH: (888)892-2253 ;$ �¢ Avalon Cl G a� Monte Vista St YlerlJl CWPr 1'arrrldgr_, n LaYineSt c cielnoSt CHARTER COMMUNICATIONS PH: (866)499-8080 T ca�Onies pkNY int sL La Grande St La Ronda! VERIZON Carnellan PH: (800)VERIZON D �\ �� d ry n La Pa1x st Elements School n lo G) \ o \ \ �by,te T3onc!Dr HrIV GoH G1a5�, m` v @o c4 t) (REFUSE) _ s \ \ pland Hills UularndHJlstkp a Alta Loma High School Q m BURRTEC DISPOSAL 7LOInret EXIST.TPH: (909)987-3717 �"""a '�\\ _ VICINITY MAP .� N.A. 0 `\ / N.T.S. I EXISTING SHEET INDEX: CHURCH — — 3.73% 2.5% \ 0 \ LEGEND: AQUAMARINE AVE. I \\\ 1 CONCEPTUAL SITE PLAN ,685.75FF 1ST FLOOR ll \ \I 2 - CONCEPTUAL GRADING PLAN EXISTING FLOW DIRECTION NG n ° 1 3 CUT AND FILL EXHIBIT NING WOOING \ I 4 SECTIONS PLANS / DETAILS \WOOING 1 \ , araNNc II \ BUILDING ADDITION 11 I 11 5 SITE UTILIZATION MAP a ADA PATH OF TRAVEL 4' 1 6 PRELIMINARY WATER QUALITY MANAGEMENT PLAN EXISTING 1ST FLOOR FF=1685.75 II 1S FLOOR 1 II 1 CHURCH I �, 1 1 1 LIGHT POLE Eztsr. 2ND FLOOR FF=1695.75 s�1 1 I l FF:1685.68 EXISTING C04 1 I INRL7�TI -TRENCH B cco FEMA FLOOD DATA: LEGAL DESCRIPTION : I I I WALK — NOX. 11 e \ i FLOOD ZONE: ZONE X \ JOIN EXISTING g CONTRACTOR TO COMMATE 01H OIYRIER w 1\ MAP N0. : 06071 C7870J PARCEL A \` REGARD ro THE FINO SURFACE MATERIAL \ \\\ S,DEWA J(_ \'� $e (POROUS MATERIAL SURFACE) OF SOCCER \ \ r �\\ --- \ --r---- 13TFLOOR 1 gc FIELD.-------- \\\ \\ BENCHMARK: THE NORTHERLY 360.00 FEET, MEASURED AT RIGHT ANGLES { BUILDING €TawNG \\ \\ \ BENCHMARK NO. 10096 OF THE EAST 5 ACRES OF LOT 9 BLOCK 23 CUCAMONGA BU "00�M,TS T1111 T ° 'STFL°°R I \\ \\ o \\ LOCATION: HOMESTEAD ASSOCIATION, IN THE CITY OF RANCHO STFLGGR \\ \ m \` 2" BRASS DISK IN CONCRETE CURB STAMPED CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF BUILDING U is == "CITY OF RANCHO CUCAMONGA BM 10096 CALIFORNIA, AS SHOWN ON MAP RECORDED IN BOOK 6, PAGE STRGCR s= \\ \ 1987" AT SOUTHWEST CORNER OF BANYAN 46 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF awG cavc I ga 1\ j AVE. AND SAPPHIRE ST. 30 FEET WEST SAID COUNTY. o✓ BEGINNING OF CURB RETURN AT EASTERLY e I END OF CATCH BASIN. PARCEL B \ li 11 , ELEVATION: 1777.264 THE EAST 5 ACRES OF LOT 9 BLOCK 23 CUCAMONGA s 1 HOMESTEAD ASSOCIATION, IN THE CITY OF RANCHO it ® 111 111 PROJECT INFORMATION : CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF { \ 1 CALIFORNIA, AS SHOWN ON MAP RECORDED IN BOOK 6, PAGE '\ \\ 1 46 OF MAPS IN THE OFFICE OF THE COUNTY RECORDED OF 1 \ 1 1 XIST PROJECT NAME: ST. JUSTINA CHURCH ' 1` 11 DRI WA Y PROJECT ADDRESS: 6386 SAPPHIRE ST. SAID COUNTY. RANCHO CUCAMONGA CA 91701 \ i ---� ` s I EXCEPTING THEREFROM THE NORTHERLY 360 FEET, MEASURED \ �� 6 \\ �� `� it APN: 1062 332 25 AT RIGHT ANGLES. 1 \ I TOPOGRAPHY SOURCE: LANE AND ASSOCIATES IN LTRATIO TRENCH \�� 6� `� 1 WQMP PROVIDED SWPPP WDID# 836C371293 1 IH° I LEGEND: �� II SITE AREAS. LANDSCAPE AREA EXISTING o oc� LIGHT POLE 11 GROSS PROPERTY AREA: 217,799.13 SF -W W-W IS NG\\ O \/ --------------- y OU D R U —A .� 11 NET PROPERTY AREA: 217,799.13 SF N LIGH POLE \ DISTURBED AREA: 112,664.12 SF PROPOSED BUILDING o N i 1 TOTAL EXISTING IMPERVIOUS AREA: 41 ,938.16 SF 6 35.00' DRIVEWAY EXIST. TOTAL NEW IMPERVIOUS AREA: 39,446.61 SF co \--is—XIST EXIST EXIST. EXIST. EXIST. PROPOSED y PER CITY SID,233.57' CURB &GUTTER REMOVE IMPERVIOUS AREEA & REPLACE WITH PERVIOUS AREA:1,255.63 SF PCC SIDEWALK 0) DRIVEWAY DRIVEWAY DRIVEWAY SIDEWALK SAPPHIRE STREET DRIVEWAY L_ Q CURBSIDE 07 A DRIVEWAY SPACING PER STD. 107—A PROPOSED PERVIOUS AREA: 73.217.51 SF EXIST EXIST EXIST EXIST. EXIST EXIST. EXIST EXIST. EXIST EXIST EXIST. EXIST EXIST EXIST RlV WAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY EARTHWORK: POROUS AC PAVEMENT Lu CURB &GUTTER SIDEWALK DRIVEWA Y DRIVEWA Y DRIVEWA Y ®® ° ° _ _ � _P _. _P FILL : 2,435 CY �° — — ° CUT: 7, 040 CY AC PAVEMENT a EXISTING EXISTING EXISTINGNG EXIST. UTILITY POLE EXPORT: 4, 605 CY UTILITY POLE UTILITY POLE UTILITY POLE SIDEWALK CD W W Q EARTH WORK QUANTITIES ARE RAW ESTIMATES ONLY. THEY DO NOT Z REFLECT SUBSIDENCE, OR ANY MATERIAL GENERATED BY UTILITY j TRENCHING AND BUILDING FOOTINGS. THE QUANTITIES SHOWN c� ABOVE ARE INTENDED FOR USE IN ESTABLISHING GOVERNING s EXIST. m Q EXIST AGENCY FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR co DRIVEWA Y j p RIVEWA Y DETERMINING THE QUANTITIES FOR BID PURPOSES. ANY EXPORT OR IMPORT REQUIRE TO BALANCE THE SITE SHALL BE THE SOLE EXIST. RESPONSIBILITY OF THE CONTRACTOR. SIDEWALK NOTE: CONTRACTOR TO PROVIDE LETTER NOTING WHERE THE EXPORT WILL BE SEND TO PRIOR TO PULLING GRADING PERMIT. 0 rz 0 1-- co c RW EXISTING RW CURB & GUTTER EXISTING EXISTING 11 .01 11 .0 CURB & GUTTER SAPPHIRE ST. o 4.0' 7.0' 22' 22' 6.5' 4.5' =III III III=1 EXISTING a I I I—I —I �_ a 1=1I —I =1 I I— I— — — —__ __ =— —I—_ =1 I III-1 I-1 h LANDSCAPING a 11=III-III=III III-III-1 —_— III=III=III=III III=III—III—III= — — — 11=III-III III=III=III=III °' EXISTING I I=1 EXISTING III-1 I I—III=1 I=1 I=1 I=1 I—I 11=1 1=1 11-1 1-1 11-1 1=1 I I="'EXISTING '=1 I=1 T SIDEWALK LANDSCAPING I III-1 I-1 I-1 I=1 I I SIDEWALK 40' 0 40' 80' 120' z CO od SAPPHARE STREET — SCALE: 1" = 40' SECTION : NTS a BUILDING PERMIT NO . : 2018-03063 WDID# 836C371293 DRC N0: 2013-00230 PGR N0: 2018-00010 �- BENCH MARK: R E V I S 1 o N S =�_ PLUMP ENGINEERING INC. c T c I DRAWING N O . -- BENCHMARK NO. 10096 DATE NO. DESCRIPTION BY CH'K APP DESIGN BY: TT �QFESS,�Q J �JU JTI N A CHURCH - • LOCATION: rr CONSULTING ENGINEERS IN Q N o 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF CIVIL, SURVEYING, ARCHITECTURAL ��O Q. TRYFD�o�� 1 =po RANCHO CUCAMONGA BM 10096 1987" AT SOUTHWEST AND STRUCTURAL ENGINEERING tz CORNER OF BANYAN AVE. AND SAPPHIRE ST. 30 FEET DRAWN BY: AA/JT/AT G z CONCEPTUAL SITE PLAN 914 E. KATELLA AVENUE w NO. 65859 o m WEST BEGINNING OF CURB RETURN AT EASTERLY END OF ~ co ;;0CATCH BASIN. =�3 ,� ANAHEIM CALIFORNIA 92805 EXP.12/31/21 ® PLUMP ENGINEERING INC 714 385-1835, FAX 714 385-1834 ELEVATION: 1777.264 CHECKED BY: TT �9T _ CIVIC �Q' SHEET: 1 OF 6 F OF CA��Fp� DATE: 10-24-2018 01-20-2021 6386 SAPPHIRE ST. PROJECT NO. f o TRYFON TRYFONOPOULOS DATE RANCHO CUCAMONGA, CA 91701 1707031 c� \ - - - 1688.88TC c> � \ - - - - -\ - - _ - - - - -- - - - - - 1691.68 FS o � \ \ \ NO:35'17"W (1686.00)FS 662. 18 - - - - - - - \ \ \ \ \ \EXIST. 8" \ \ \ \ \ \ I \� 1695.75T i I 696.95TC \ 03.30TC \ 17a4.50TC \ \\ \ \\ \ \ \ \ \ \ \ \ I 1684.E F� \ 6 \ANNEL RATE \ \\ \ j I 1695.25E i I 169 .45FS/RL \ \ \\ 1 2.80FS \\ 1704bOFS \\ \ \ \ \ \ \ I \ 1Lr \\ \ \\ I \ \ o \ N I can \ I I 8 1636.1E TC - \ \ I "' \ ;r, \ o J \ 1701. 5 \ \ \ \ \\ \\ \\ \ \ \ I a, I I " \ V 00 ' \ \ 705.50TC \ \ I \ I 1 (168_66)F-S- - - - - - - \ I I 1 �, \ g \ 699.90 FG - - - - - - - - , 6.65 ° \ \ \ \ \ \ 1706'.65FG \ \ 1 I I I 1 \ - - - - - - - - \ I 1693.13TC I \ \ \ \ \ \ \ \ I EXISTING 1 1 ss. 1690.10 1 w 11690.18 1692.5o I 1 93.63FS I \ \ 169 85TC \ 170 .1 TC \\ 1701.5) C \ \ \ \ SITE AREAS: \ \ 1 I I \ \ I Fs B c< Fs - `� 8. °cp s ,l KGB s. , s oq I 169 .50TC 169 35FS 169 .6 FS \ 1701.00 S \ \ \ \ \ \ \ I \ \ \ CHURCH \ Q / - �� °� II 69 .00FS 2 5 % \o GROSS PROPERTY AREA: 217,799.13 SF 1 \ 6.25TC 3.73% \ \ � \ \ \ \ I 16s2.5s 16s3.1s \ \ \ NET PROPERTY AREA: 21K,799.13 SF 1 I Al 41685.80 FS/GB FS/GB 1693.25FS 1 5.75FS/RL J \ \ \ 66 12 SF6 5.25 FS/GB 0 10TC \ \ DISTURBED AREA: 112, 1 \ Q '� I 5 �I .''�(/ 1696.50TC \ 17Q1. OFS \ \ \ \ TOTAL EXISTING IMPERVIOUS AREA: 41 ,93 .16 SF 1 I I I 1685�5H� 0 80/ (� ) I \ \ \ \ TOTAL NEW IMPERVIOUS ARE, : 39,446.61 Sf \ I I I I PROPOSED BUILDIN C T 5. 8 FS 16s3.8s 1 1 1 \ ° 6 \ 02.06 \ \ \ REMOVE IMPERVIOUS AREEA &\REPLACE WITH PERVIOUS AREA:1 255.63 SF I I I TO EXISTING SEWER P N U DI L FS/GB 1695.70TC 1 \ 'FF 1 PROPOSED PERVIOUS AREA: 71.217.51 SF I SERVICE TO EXISTING CH H UI I 6 E All 1 1695.20FS/RL I 169�6.45 \ \ \ 1 \ \ 1 I I I I PROPOSED BUIDING ELEVATION 5 \ I \ \ \ \ FS 1 0 1 I \ I I I EXISTING CHURCH EKEVATTON IS (168 . Q 1 I I I of �'�l698.80 I \ \\ 1698.80 \ 1 1 I 1 11 II \ \ 1 I BUILDING ADDITION 1 F s 4.50' ' I FG 12793' \\ FG \ \ I \ 32.3 \ I I II I ► EXISTING H g� L - - - 1ST FLOOR FF=1685. 75 1 II 0 1695.50TC I \ \\ \ 1 \ \ II II II \\ II I I I I 1 1 I I I 1 .18 Fs I \ \ \ \ 1 1 I 1 I :'�--- EXIST. 2ND FLOOR FF=1695 . 75 I \ 1695.00FS o1�95.88FS \ \ \ \ 1 I 1 I I I \ \ FF:1685.68 I \ \ \ 1695.60 pp 20% 1 \ \ \ 1 I 1 I I I I I i l I I I \' \ \ \ I \1695.35TC s 9 I \ 16\ 8.50 F \ 1701.301C 1 I 1704.50TC I I I I \ \ 1 I 168 51 FS ! i I I EXISTING 0e CO4 L - \ \ \ 694.85FS \ 5.0% I 1704.00FS I I ACGO I I \ \ I �\� INFILTRAII N TRENCH ° e B ° I � \ � 1.82% � o=169$.18TC \ I I I I B II 17 5.60 FG I\ \\ I i ! ARE =549 SF EXISTI G WALK Y - - _ - \ \ 169S.GB O 0 20� ��1695\68FS \\ NOTE: \ II 1 I I\ \ \ \ \ \ JOIN -EXISfiIN� - B � I CONTRACTOR TO COORDINATE WITH OWNER IN \ o \ \ \ \ \ \ \ \ SIDEWALK \ Q REGARD TO THE FINISH SURFACE MATERIAL \ \ \ \ \ \ \ \ (POROUS MATERIAL SURFACE) OF SOCCER \ \\ \ \\ \ \ \ \ \ VW os FIELD. \ \ \ \ \ \ OOR I I I \ \ \ \ \ \ \\ \ \ \ \ 1 \ Qn y� I 1 !! I I \ \ \ \ \ \ \ Op BUILD NG LIMITS 1695.57 9 I 1 \ \ \ \ \ \ \ \ \ \ o FS/GB �(1694.35FS 1694.85TC 695.73T� \ \ \ \ \ \ \ \ N,i 20% 1 1 I \ \ \ \\ \\ \ \\ \\ \ oa ❑ c 1 \ ll 1694.20T \ 0 E 1695.35TC1 I I 1700.50TC \ \ \ \ c- _ �Q� I hST I'LOOR 1693.8OFS � 1694.85FSI I I 1700.00FS \ \ \ \ \ \ \ \ \ \ \ 1 I I 1693. 8 I I \ \ \ \ \ \ \ \ \ I GUILD NG FS G \ I \ \ \ \ \ \ \ \ \ I I I f ETAkNG o / 1694.0 \ \ / / / 1703.30TC I \ \ \ \ 1\ 1702.8OFS \ \ \ O \ \\ I 1 7�WI--I l ' �= F i 1693.65�� 16 \ I N I I I i \ \FS/GB 1694.5�FS \\ \\ \\ 1698.10 \ / II I I II 1703.80 FG I I \ �� 168Q 15 FS 1 N 16 i I I it \ 1693.80TC \ 1 3.0 \ � � � \ \ I "125 I I I I (16 19)Fsl 1 1 I \ I I I \ 1 � O °o I Q° iI 1 \ i 1693.30FS I I 6� PROPOS D \ \\ 1697.70 J \ \ 1698.20 \ g I I I I I I I \ 1 I I I Q0 INFILTRATION \ FG \ FG \ I I I I I I I I l I 1_ O TREN H \\ \\ \ \ \ I I I I I 1 I \ Q I I I I \\ \ \ \\ \\ \ \ \ I I I I II I I \ I I 1 I I I \ \ \ \ \ \ 1 9.80TC \ 1 I I I \ I Q I 16� AOTC 1694. 0 \ 1696.00 FG 1699.85 16 .30FS \ \ I I 1703.25 FS I 12 1 I \ \ \ \ I I \ \ I I \ \ 1692.30TC \ 1693. FS F� - \ FS \ I I I \ I \ 1 II JOINT EXIST. I 1 Q I I\ \ \ \\ 1611.80FS \\ \ \ \ \\ \ \ II I I I II \\ \ Q (168 . I 1 p l \ \ \ \ \ \ \ I I I \ 1 I (1683.22)FS \ \ \ \ \ \ \ I I I I 1 � I \ \ \ \ \ FILL: 2 435 CY' \ N \ ------- \ 169E 0 1699.5 TC \ I I \ I O I I I l I I \ \\ k166 65TC \ \ \ I \ I \i \\ \\ \ 1 .40TC 169E OFS 9.0 FS \ I I I CUT: 7 040 CY N JOINT EXIST. ®I 15FS \ \ I EXPORT: 4,605 CY W \ I \ 1 I (1683.67)TC 1 I Q( I I I \ _- \ \ 16 .90FS \ \ \ \ \ \ I \ \ I \ 1 I co (168311)FS I ---�-- \ \\ \\ \ \ \ \ \\ \ \ \ \ I EGEND: \ \ \ \ \ S \ � V / \ i V A\� \\ \V A \ V �� 1 9.15TC A� \V A \\ \V I��-��-�� \ I 1 \ i \ �� o� \ \ \rn ` 169 65FS \ C a) 4 ° \ \ 1691.15TC L \ \� o LANDS APE AREA � � I I \ \ 1 �. F ° ° I o 1 j � \ � o� � I I \�690.65 S \ rn \ \ ns p I \\i 1690. TC \ `' \ \ \\ \\ \ \ \�` oc9� \\ \ \ \\ \ \ PROPOSIED BUILDING \ Q I \ I 168 60FS I I i\ 1689.85 \ \ \ cl, 60 \ 170 95TC \ \ 1 \ \ 1679.66NG I I \ \ \ \ \ \ \ 6 \ \ \ \ \ \ I \ 1 I I \ I� L \ 16 AOTC \ \ \ �\ \ �701. 5FS \ \ \ \ \ LEVEL 1684.00TC I I p o I \\ I \ SUBGRADE 168 .5OFS o I I I\ \\ 1 00� \ \\ 169 40FS \ \ \ \ 1 I 679.90 FS I I ELEVATION ° \ \ \ \ o \ \\ \ \\ \ \\ \ \ PCC SIDEWALK \\ \ 1698.5 C \ \ \ \ \ I I M 1692. O1C 169 .45T� 1698.0 FS 9 50TC \ \ \ \ 1 0 \� \\ 1691. OFL� 169 .95FL 695.35 C 1697.32TC \ 1 nFL / / 1 POROUS AC PAVEMENT T 3'95TC / / /1685.7 -I \ 1685.50FG \ \ \\ 694.85 L \ 1 5 1696.82FS \ I / 3.45FS \ \ AC PAVEMENTro I 0 / \ _ __/ 1690.55F\ 5. o / 97.00E / / �- --�- \\ \ \ 1 5 - - ------------------- - -- - - - - - - - \1690. \ 694.00FL / / \ I \ \ \ \ \\ \ \ 1684.17 / \ ! 1687.59TW NO 35 17 W \ 1688.5 \ 1689. 5TG \ 663.9E FS \ 96.74TG / / I \\ \ 3 \ 1683N .77 TC S \ l 1700. IFS \ 1694.2E FS 1696.7� F \ l \ \ o \ \ \ \ \1685.91 1690.37 8S 691.72 FS / \ / \ \ \ (�81.01 FL) \ 16831�1-F� PROPOSED CURBSIDE �1700.09)TC JOINT EXIST J)I T EXIS . 1684.78 FL INFILTRATION TRENCH D no (1693.31) FL (1695.69) FL OUTLET PER STD. 107-A (1699.36) FL SIDEWALK DEWALK PROPOSED CURBSIDE (1684.50)FS 6 4.68)FS OUTLET PER STD. 107-A SAPPHIRE ST. 35.00' DRIVEWAY NOTE : ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE & RESET AFTER 233.57' PER CITY STD. N F.G. OF DRIVEWAY SPACING CONSTRUCTION BY PROFESSIONAL LAND SURVEYOR. BUILDING FF ~ CD LANUbUArt WEEP 1685.68 FF (TYP.) NOTE : ALL WALL OVER 3 FEET PER SEPARATE PERMIT o 6 WITHIN a BUILDING SECTIONS MEET (MEASURE FROM LOWER GROUND SURFACE TO TOP OF THE WALL) g SCREED \ THE FIRST 8" a FOLLOWING REQUIREMENTS : P.0% N H 10 FEET MIN . \ \ ° \ \\/\\\\\ 20' 0 20' 40' 60' z - CBC1804.3/CRCR401 .3 NOTE : NO COMPACTION ALLOWED ON PROPOSED INFILTRATION TRENCH CBC2304. 11 .2 .2/CRCR317 . 1 (2) AND LANDSCAPING AREAS. HEAVY EQUIPMENT PROHIBITED. TYPICAL SECTION \\\\\\\\\\\ TYPICAL SECTION TYPICAL LANDSCAPE AREA CBC2512 . 1 . 2/CRCR703 .6 .2 . 1 SCALE: V 20' AROUND BUILDING & SIDEWALK /,��/.��` � AROUND BUILDING & LANDSCAPE NEXT TO SIDEWALK/PAVEMENT AREA BUILDING PERMIT NO . : 2018-03063 WDID# 836C371293 DRC NO: 2013-00230 PGR NO: 2018-00010 BENCH MARK: R E V I S I o N S =._ PLUMP ENGINEERING INC. DRAWING N O . M. -- TOP OF CURB �„ F.G. OF BENCHMARK NO. 10096 DATE NO. DESCRIPTION BY CH'K APP DESIGN BY: TT QFESS S T. J U S TI N A CHURCH - } LOCATION: CONSULTING ENGINEERS IN QR �0 -o T ~ LANDSCAPE • �,-,0 P TRYFO�'x 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF CIVIL, SURVEYING, ARCHITECTURAL CG02 (TYP.) RANCHO CUCAMONGA BM 10096 1987 AT SOUTHWEST AND STRUCTURAL ENGINEERING �� O� �p CORNER OF BANYAN AVE. AND SAPPHIRE ST. 30 FEET DRAWN BY: AA/JT/AT G Z E \ \ , WEST BEGINNING OF CURB RETURN AT EASTERLY END OF 914 E. KATELLA AVENUE NO. 65859 O m CONCEPTUAL GRADING PLAN \ CATCH BASIN. ,� ANAHEIM, CALIFORNIA 92805 EXP.12/31/21 ' 3 7PLUMP ENGINEERING INC. (714) 385-1835, FAX (714) 385-1834 = �% �% % CHECKED BY: TT s CIVI\. �P SHEET: 2 OF 6 a 3 TYPICAL LANDSCAPE AREA ELEVATION: 1777.264 y� & CURB LOCATION 01-20-2021 6386 SAPPHIRE ST. aw1 DATE: 10-24-2018 PROJECT NO. I.pm TRYFON TRYFONOPOULOS DATE RANCHO C U C A M 0 N G A, CA 91 7 01 1707031 \ - - - - - - - - - - - — — — — — — — — — — — — — — — — — — I - - 4- -- — — — — — — — — — —\- - — — — — — — — — — I — — — — —\ — — — — — — — — — — — — — — — — — —\— — \ \ + + \ + + + \FILL \ \ �, - - - - - - �� - - �;I - - �;I - - - - - - - - — � - - - - � - - - - - - - - - - - � - - -\ — — \ I DD L — — — — — — — — + ___= - = CUT\ I + + + — — — - - � - - - - \ 1 \ \ EXISTING 1 /� — — — — 1— I lit — _ — — _ — — — + + \+ + — _— �\ — — — _— — rt —I — — — — \ — — — — — — I \ \ \ CHURCH \\ II I - - - — — - - - - - - - - - - \\� \ — - - - - - - - - - -- �— _\ - - � \ \ \ II I I \ \ _ �I — f)FIST�N6 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ \ FILL: 2,435 CY I I \ _ I — -STRICTURE- — — — — — — — — — — — — \ — — — — — — — — — — — — — — — — — — — \ \ \ CUT: 7,040 CY I 1 I \ — — — — — — — — - — — — — — — — — — — — �- \ \ EXPORT: 4,605 CY I I - - — — - - - - - - - - - - - - + + + - - - — — — — — — — — — - - - 1 - - - - - 1 \ 1 1 II II II I — — — — — — — — — — I + + \ + - - -\ - - - - - 4 — - - - - _ - - -1 —1 — — — — — \ 1 GROSS SITE Af EA: 217;799.13 SF I I I _____—_ \ _ —\— ____ \— — __ ___ __moo= 1 \AREA OF DISTU�iBANCE: 112,664.12 SF I / — — + I + + + \+ + — — \ — — — — — + + + + + -- � — - -- - \- - - - - -- - - - - 1 1 1 1 I I 111 � — I \ II II I III — RsTrr I — — — — — — — — — — + I+ + + + + — — —� I I III - - - — — - - - - - - - - - \ + + + \+ + + - - - - — — — — — — — I I I EXISTING I I I I — I— — + + + + \ + + CHURCH — — — — — — — — — \ + + + \ + + + \ + + + \ + + + + + + + \ + + + + 1 — + + \\ + + + + \\ + + + + \ — — — — — — + +\ + + + +\\ + + + T - - - - - - - + + II+ + + + 4 + + + \ - - - - -_� - - - \\ \ \ \ \ + + I + + + + 1 + + + +\ + ►- \ — — — — — — _ _ _ _ _ _ + + + + + 1 + + + \ + +\ + _ _ _ _ _ _ _ I \ r - - - - - - - - - - - \ II + + I + + + + + + + + \ + \ - + + I + + + + + + + \ +\ + + — — — — — — — + + + + + + + + + + \ + \ \ \ + + I + + + + 1 + + + +I + \\ + + + — — — __ — L ____ — + I + + + + + + + I + +\ + \ \ - - - - - - - \ \ \ - - I —I — �� — - - - —\- - - - - - + +I + + + + + I + + + + II + \ + + \ \ \ �— I --I I — - - - - \ - - - - - + \+ + + + + I+ + + I + \\ + +loo \ I I — I — 1 — — — — —� — — — — + + \+ + + + + �+ + + +/ + + r — I— I- - \ - - - � — — — \\ \ i 0 I — - - - - - � - - - + + + + + \+ + + + / + + I I 0 � T r _ � � � _ + + + + + + + +\ + \ + �+ + I I -! - - - - � - - - - - - � - \ \ - - I I I I \ + + + + + + + + +\ + + + - 1 I - I— I- - - - -\- - - - - -� - - - - - � \ + + + + + \ + + + + + \ + + I— - \ \ I I I 1 I t—� - - - - - - - - � — \ \ \ \ ��— — — — — — — — — — — -\ — + + + + + + + \ + + \ + \+ + Ij L- � — 04 � — — — +�� I — — — � — \ + + + + + \\ + + + \ + \ + + + + + + + + + \ + + \+ + \ + + + + +\��+ + + \ \ + \\ + + Z + + + + \ + \ + + + + + \ + + + + \ + + + — I I I \ \ IL + \ + + + \\ + + + \ + + + + + \ + + \ + + \+ + + + — \ \ I \ \ o I _ _ _ \�\ I 1 I — — — + \ + + + \\ + \+\ + +\\ + + +\\ + + \\ + + ��b \� + _ \ \ \ \ Z LLJ \ II I \ —\ —I — — — — +\ + + \�� + + \+ + +\ �6'+ + + + + + +\ + +\ + \ + + + — — \\ \ \ I 1 \ o I °° — — — — o\— — — — — — cP \ 4 0° a \ \9� \ \ 9�s \ \ s� \ \ _ \ \ I I rn I \ eCIO °� I �T� — )_ — — — — — — —\— + + + + \ + + + + + �� \+ + + + + \ + + \ \ \ \ \ \ \ \ I a I—� � ,— -� - - co — — + \ + + +\ + + + + \ + — — — \ \ \ \ I \ 4 4 ° + \� + \ + + + + + + + �� — — — l / l \ co + + + + + I �+ + I — — — — — — - - - - - - - - + I + - —I - - -—/- - — — — — — — — CL I \ �/ / - -- - - - � - -� - - - - - - - - - - - \ — � — - - + + + I - - /- - � - - - -- — — — — — \ / - - - - - - - — - - - — — — — — — - - - - - - — ^—� - - T —/ - - — — — — — — � � \ \ N� �,W — — — — �� \ \ 663.96 \ 1 N o U N O SAPPHIRE ST. T 601 Z 7 co od SCALE: 1" = 20' U a BUILDING PERMIT NO . : 2018-03063 WDID# 836C371293 DRC N0: 2013-00230 PGR N0: 2018-00010 BENCH MARK: R E V I S 1 o N S PLUMP ENGINEERING INC. c T c T I DRAWING N O . -- BENCHMARK NO. 10096 DATE NO. DESCRIPTION BY CH'K APP DESIGN BY: TT �pFESS/Q S �JU S I I I V A CHURCH - • LOCATION: CONSULTING ENGINEERS IN Q ry o 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF CIVIL, SURVEYING, ARCHITECTURAL TRYFD�o�� CG03 =po RANCHO CUCAMONGA BM 10096 1987" AT SOUTHWEST AND STRUCTURAL ENGINEERING �� O� p �� DRAWN BY: AA/JT/AT LL m CORNER OF BANYAN AVE. AND SAPPHIRE ST. 30 FEET G z CUT/FILL 9147 KATELLA AVENUE w NO. 65859 o m WEST BEGINNING OF CURB RETURN AT EASTERLY END OF � ~ NO.12/31/21 u' ,� ANAHEIM CALIFORNIA 92805 ® CATCH BASIN. PLUMP ENGINEERING INC 714 385-1835, FAX 714 385-1834 ELEVATION: 1777.264 CHECKED BY: TT �9T _-_ CIVI\- �Q SHEET: 3 OF 6 F OF CAS\Fps DATE: 10-24-2018 01-20-2021 6386 SAPPHIRE S T. PROJECT NO. o TRYFON TRYFONOPOULOS DATE RANCHO C U C A M O N G A, CA 91701 1707031 PROPERTY LINE 1702 7.00' 44.25' 4.50' 6.50' 16.20' 150.67' PROIIECI 1701 PROP o 1700 1P.-Mm 1698FENGE .30TC PROP. LAND APE f 1699 uumo PROP. AC 1697.80FSPROP m 1698 SIDEWALK Q 1697 —I I 1696 I—I I I—I I I - 1695 - - - IIIIIIIII-III- - - - - 1694 _ - - - - - - - - - - - - - - - - _ _ - - - - I I I I-III-III-I - _____ - - - -•i�--�1�--�1i---11��11 L��i1 L��i1 L��i1 L��11 L�11 L�11 L_11L_11L_11L_11L_11L_11L_11L_11L_11L-11L=11L=�1L=11L_11L_11L_�1L_�1L_�� S E C T I O N -11121 I-I I I-I I I-I I II I I-I I II I II I I I-I I I-I I w 1693 -xrnvr - - - _ _ _ ____ - - - - - - _ _ _ - - _ _ _ _ - Lu - - - - _=I I I=III=III=III=III=III=III=III=I I = __ _ 1692 � Inerno� q q ��1L- - - - - - - - - - - _ _ _J1L_J1L-J1L=J1L=J1L-J11=J11=J11-J1L=J11-J11-J11=J11-J11-J11=J11-J11-J11- w 1691 1690 SCALE: 1" = 5' 150.67' 14.43' 7.00' 62.42' 15.50' 4.45' 6.67' 1702 1701 1700 w LANDSCAPE 1699 1698 PROP. 1697 PROP. 1696 Q - _ Q =III=III=III=III=I = _ _ _ L_= L _ AC PAV PROP. 1695 _ - - - - - - LANDSCAPE _ _ _ 0 1694 - 1 ___ —_ z - — — — — — — — — — — — — — — — — — — — — — — — — — — o =III=III=III=III=I _ I III III III III 1693 I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ________ = _ = = = = uu = - SECTION --- - � —_______ = I I—III—III—III—III—III—III—III—I I 1=1 I 1=___________— —_—______ _______ __ __ _ _ __— __— IIIIIIIIIIIIIIIIIII—III—I I 1=1 I 1=1 __ S • __ - - _ _ _ _ = PROP. _ _ _ _ - ___ - - _- _-- 1691 w - _ --=��=L=�1L==iL=�TLJ11�_ === _ __——— =III=III=III=III=III=IIIIIIIIIIII=III= _=____ c - - - - - - - - - - - - - - - =_ iu_==FIST. 1689 - =�'11-'=L-J1L-J1L=�1L_I11= - _===——_=III=III=III=III=III=III=III= LANDSCAPE w = J--11- 1=L1=J11=J1�11��11==__=__ = _SCALE: 1" = 5' __= 1=III=III=III—I I I=III=111.=-111 111-_I�1-_ul=_1 1 --�1=-�1=-�1 - -- -- -- _ _ SAPPHIRE ST. - - - - _ _ - - - - 1688 1704 1703 1702 1701 1700 1699 LANDSCAPE PROP. 1698 PROPOSED 1697 PROP. 1695.70FS SIDEWALK o J SIDEWALK AC PAVEMENT — — — — _- w _ m 1696 1695 1694.85FS -- - 1694 — =1-1_ — — — _ _ _ — -- --rn==T = n=_______= I=III=III=III=III=III=III=I = _ _ _ _ — — — — — _ _ IIIIIIIIIIIIIIIIII= - °� =r =rnT�=r �= L1 �rI=III= = - - - - - III=III= - - 1692 1691 ------ _ - - - - - - - - _ _ _ _ _ - - - - - - - - - =�1_�-�--�--�---- 1690 __I I I=I I I=III=I I I=I I a I I=III=III=III=I I I _ �11-J11�111-_I�� r� 1689 _ -"'" _-Lam= � - �-- SECTION PROPOSEDPROPOSED _ _ w 1687 ____ ---"" Lu cn 1686 - 6 - 6 - =.---r----------- ----- ----------------- _- -b -- _ _ - _ _ _ - - _ - - - - - - - _ = SCALE: 1" = 5' - 1684 I=III=I I I I I I=1683 - - - — — — _ — 1=u1=u1=u1=u1Ll1-LI1-IIIIII-_III- _ 1710 1709 62.50' 59.23' 1708 PROP. 1707 j 7.00' 1704.40TC PH. LANDSCAPE 1706 m 1703.90FS -- ---- 1705 Q PROP. PROP. i�--=4 r=r = Tr` =�T�= �_�= I I=III=III=III-y 1704 E m PROP. CURB1701 45TC PAVEMENT = — _ — =I — — Fr�_ - - _ =-Trr== _ _ _ _ _______ ___ _ _ - _ _ _ _ _ _ _ _ _ _ 1703 _ �_Li I Lam,-== ri 1TT- =T = ___ -1 I =1 I =1 I =1 I =III=1 I =1 I =1 I =1 I = — — — — — � _ - - - - _ - - - - - _ - 1702 102.94 SIDEWALK — — - _ - - - - - - - - - - - - - - - - -III=III=III=III=III=I N m — _—_ —_ _ n -rn fl nfl �I=I I I =_ _ _ _ _ _ _ _ _ _ _ ______==_=__ - - - _ 1701 � _ i N LANDSCAPE —Ll �-- _ _ _ -r-n=_______Ill __I I I=I I I=I I a I I=I I I=I I I=I I I=I I I=I I I =_ __ _ - _ _ _ _ _ _ _ _ ___-i1-L=J- 1700CIS SECTION IL- III III I (n L.11rn-�T1,1Trlr r 1 I I-III=III=III=IIIIIIIII=IIIIII-III- 1�111=J11�1i=J1'-�"y- T - B - R Y 1698 3 w _ _==—— =III=III=III=III=III=III=III=III=III=II = ___________-_ __ _— _ - -—_ - w _ — — — — — — — — — — — — — — — — J1L—�=r-_ - - _ _ - - - - - =_____ - - = I=IIIIIIIIIIIIIII=III II I I=I I I= LL=11L=11L-11L-1��- - SCALE: 1" - 5' 1697 Z _ _ _ _ _ _ _ _ _ _ _ _ 1696 III=III=- 11=III=III=III=III=III=III - - - - - - _ - - - - - _— —1L— U III-III-III-III-1 - = �l u—uTL�-=L�- 5 1694 0 U CM O O C O 1699 1699 1698 PROPOSED 1698 a 1697 1697 1696 LINE 1696 f0 a 1695 PROP 1695 E 1694 PROTEeT PLANILK bux 1694 1693 PROP. 1693 0 IN PLACE --------------------------- 1689.70FS RB 1692 1691 _ _ ---- 1691 1690 - 1689.85FS 1690 1689 II=11 III= _ _ _ _ _ _ - - - - - - - - - _ 1689 - - Ill 1688 �- _ _ _ - _ __ _ _ _ - - ROP.47—1 I I _ ------- ___ M - -n=rnr -------------------- __ 1688 1687 PROP. —III=IIIIII=III=III=III=III=III= =u1-u�u1 �l = - _ __ - - 1687 1686 LANDSCAPE - PROP. u�I I I=III=III=III= = 1685.75 FF 1686 LANDbUAPE 1685 =14= 414 _111=111_ _ _ = GROUND 1685 ° 1684 - __ = _ =Lu-L __ 1684 SECTION 1683 1683 1 5' 0 5' 10' 15' z 1682 — C - C - 1682 U) 06 1681 - SCALE: 1" = 5' 1681 SCALE: 1" = 5' .5 U a BUILDING PERMIT NO . : 2018-03063 WDID# 836C371293 DRC NO: 2013-00230 PGR NO: 2018-00010 BENCH MARK: R E V I S 1 o N S PLUMP ENGINEERING INC. DRAWING NO . -- BENCHMARK NO. 10096 DATE NO. DESCRIPTION BY CH•K APP DESIGN BY: TT pFESS/ S T. J U S TI N A CHURCH - • LOCATION: f■ti CONSULTING ENGINEERS IN QR E. 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF CIVIL, SURVEYING, ARCHITECTURAL �� P TRYFOiL9/� CG04 =po RANCHO CUCAMONGA BM 10096 1987" AT SOUTHWEST AND STRUCTURAL ENGINEERING �� O� �p DRAWN B Y: AA/JT/AT � LL m CORNER OF BANYAN AVE. AND SAPPHIRE ST. 30 FEET G Z SECTIONS 0- WEST E. KATELLA AVENUE w 'o Lr WEST BEGINNING OF CURB RETURN AT EASTERLY END OF rl � � NO. 65859 O � 25 ® CATCH BASIN. ANAHEIM, CALIFORNIA 92805 EXP.12/31/21 ' _ 3 PLUMP ENGINEERING INC. (714) 385-1835, FAX (714) 385-1834 -� ELEVATION: 1777.264 CHECKED BY: TT 9T �� ClVlL �P SHEET: 4 OF 6 - F OF CAUL DATE: 10-24-201 s 01-20-2021 6386 SAPPHIRE S T. a w PROJECT NO. o TRYFON TRYFONOPOULOS DATE RANCHO C U C A M 0 N G A, CA 91701 1707031 • A • T 1 - AL i Af � ' ` ��. a y • - • ' I / - dri ; k - ■ ollicillill Ao F r dbp7 r r - .k 1 � F i - IF •� = 1 ' A* •�� - isFp- ► ' 4 lit T +i Ar.- 4 JrJML 1 - Ip Rp M lop �� • w II r A dimir , '""� r % XM16W - (Do I al I r RESIDENTIAL NE - ERESIDENTIAL ZONE - / I + 4 ow / i 7 yy •,L do IT MI _ 7 _ _ .3 - i — qq- WWI - _ r pq ilp : I II i } MIA" _ i ; li r W� 1 to r J BENCH MARK: PLUMP ENGINEERING INC. DRAWING NO . BENCHMARK NO. 10096 DESIGN BY: TT • • •' FESSLOCATION: 41 CONSULTING ENGINEE IN 2" BRASS DISK IN CONCRETE1 1 . • . • `�- CG05 RANCHO CUCAMONGA BM 10096 1987" AT SOUTHWEST AND STRUCTURAL ENGINEERING 44; CORNER OF BANYAN AVE. AND SAPPHIRE1 FEET —■ ■■■ DRAWN ; • • • • z SITE UTILIZATION . • • WEST BEGINNING OF CURB RETURN AT EASTERLY END 1 �_■ ■■■ , �■ ■■■ TRYFONOPOULOSRANCHO . . . • 1707031 U � SOURCE CONTROL BMP'S: POST CONSTRUCTION BMP NOTES 662. 18' LEGEND SD10 SITE DESIGN &LANDSCAPE PLANNING NO35'17"W B A�PLANTER BOX xOT1YTw D12 S EFFICIENT IRRIGATION B EFFICIENT IRRIGATION SYSTEM AND LANDSCAPE DESIGN N C , P CONCRETE C SITE AREA cc BIORETE TION WATER CONSERVATION, SMART CONTROLLERS AND SOURCE PLAN R BOXLWITH DOES SOT REQ IRE CONTROL. L�3RAIN N w TREATM NT. 'g GROSS PROPERTY AREA: 217,799. 13 SF LANDSCAPING (APPLIES TO ALL LANDSCAPING AREA) Im THE CH DR IN RF g t NET PROPERTY AREA: 217 799. 13 SF NON STRUCTURAL CONTROL BMP'S: INFILTRATION TRENCH DISTURBED AREA: 112,664. 12 SF ExrsTING TOTAL EXISTING IMPERVIOUS AREA: 46 054. 16 SF AC PAVEMENT � N4 EDUCATION FOR PROPERTY OWNERS, BMP: CHURCH NG TC11 TOTAL NEW IMPERVIOUS AREA: 39,446.61 SF _ _ _ OWNER TO MAINTAIN PROPOSED BMP MAINTENANCE EA PAVERS SCHEDULE BEFORE THE RAIN SEASON EVERY YEAR. TENANTS AND OCCUPANTS(ENTIRE SITE) iN 06 POROUS AC PAVEMENT EXISTING TREATMENT CONTROL BMP'S: I FILTRATION TRENCH DA BOUNDARY DEPTH:5 FT 6 F AREA:549 SF EXISTING 0.10 A DA TC10 INFILTRATION TRENCH . _ CHURCH �E X,XXX SF DA INFORMATION TC1 1 PLANTER BOX WITH UNDERDRAIN I t��Eq�` XX.XX AC I II II EXISTING NATIVE No. Type QTY GPS LATITUDE GPS LONGITUDE I� II 1 FOSSIL FILTER 1 UNIT 34.138283 -117.626264 ') B ` ga g 2 FOSSIL FILTER 1 UNIT 34.138797 -117.625603 ga 3 FOSSIL FILTER 1 UNIT 34.138797 -117.625448 4 FOSSIL FILTER 1 UNIT 34.138727 -117.625392 5 INFILTRATION TRENCH 820 SF 34.138811 -117.625444 s 6 INFILTRATION TRENCH 2,330 SF 34.138800 -117.625656 LIMITS OF EXISTING SD1 m IMPERVIOUS AREA CSD1 B u ® NON - STRUCTURAL & STRUCTURAL BMP ,054.16 SF `------ FROM WQMP FORMS 4 . 1 - 1 & 4 . 1 -2 E.E. .E.t. . .t., 8. WQMP BEST MANAGEMENT PRACTICES INSPECTION/MAINTENANCE MINIMUM FREQUENCY FILTRATION TRENC C REFERENCE (BMP) ACTIVITIES REQUIRED OF ACTIVITIES DEPTH:2.5 FT g IDENTIFIER ARE •2330.79 SF INSPECTION: INSPECT IF ENOUGH INFORMATION MATERIALS ARE READILY AVAILABLE THROUGH PERMITTEES' EDUCATION PROGRAM. PER DETA HEREON. EDUCATION FOR PROPERTY OWNERS, MAINTENANCE: PROVIDE, TO FIRST RESIDENTS/OCCUPANTS/TENANTS PRACTICAL INFORMATION MATERIALS ON GENERAL HOUSEKEEPING N1 PRACTICES THAT CONTRIBUTE TO THE PROTECTION OF STORMWATER 6UALITY. MAKE SUCH MATERIALS AVAILABLE THROUGH ONGOING. " DR INLET W TENANTS AND OCCUPANTS 1. f� ' PERMITTEES' EDUCATION PROGRAM. DMA-2 �I WITH FOSSIL LTE N l� ± N INSPECTION: IDENTIFY ON-GOING LANDSCAPE MAINTENANCE REQUIREMENTS THAT ARE CONSISTENT WITH THOSE IN THE COUNTY 6 S F PERVIOUS AREA O WATER CONSERVATION RESOLUTION OR CITY EQUIVALENT) THAT INCLUDE FERTILIZER AND/OR PESTICIDE USAGE CONSISTENT ;`) N3 COMMON AREA LANDSCAPE WITH MANAGEMENT GUIDELINES FOR USE OF FERTILIZERS. INSPECT AND MAINTAIN 0 0.0544 AC �I - L'r DOES NOT C LANDSCAPE AREAS ON (SC 73) MANAGEMENT A REGULAR BASIS. REQUIRE DO MAINTENANCE: REMOVE DEAD LEAVES, TREE TRUNKS, ETC. REMOVE AND REPLACE PLANTS THAT ARE SHOWING SIGNS OF °r �.E.t. . .t.E - B TREATMENT. DYING. INSPECTION: REGULARLY CHECK FOR IMPLEMENTATION OF NON-STRUCTURAL BMP AND SCHEDULED CLEANING AND/OR 00 EXISTING NATIVE MAINTENANCE OF ALL STRUCTURAL BMP FACILITIES. POROUS AC INFILTRATION TRENCH �p �� N4 BMP MAINTENANCE ONGOING. II 8" SD PIPE C MAINTENANCE: IMPLEMENT AND MAINTAIN BMP ACCORDING TO SCHEDULE. DEPTH:2.5 FT DEP :2.5 FT '°� II LIMITS OF EXISTING AREA:418 SF AREA: 0 SF " �� 1 "X12" DR INLET INSPECTION: NOTE TRASH DISPOSAL VIOLATIONS BY TENANTS/HOMEOWNERS OR BUSINESSES AND REPORT VIOLATIONS TO THE IMPERVIOUS AREA PER DETAIL 1A ON 12 x12 D AIN INLET OWNER/POA FOR INVESTIGATION. ° � P �DETAIL HE ON. WINtiNL N11 LITTER/DEBRIS CONTROL PROGRAM SHEET C04. " l WIT FO �-ILTER. (SC 60) (HOUSEKEEPING PRACTICES) MAINTENANCE: PROVIDE LITTER PATROL EMPTYING OF TRASH RECEPTACLES IN COMMON AREAS, AND NOTING TRASH DISPOSAL EVERY TWO WEEKS. 12 2 RAI I T VIOLATIONS DURING REGULARLY SCHEDULED MAINTENANCE. SSIL FILT fix B D1 - INSPECTION: TC10 :f SD10 BE AWARE OF NEW AND FUTURE EMPLOYEES WHO NEED TRAINING THROUGH EDUCATION PROGRAM. WITHIN 6 MONTHS AFTER OCCUPANCY EP N12 EMPLOYEE TRAINING MAINTENANCE : . : : : : : : : : : : : : : : : : : : : : . : : : : SD12 . AND ANUALLY TRAIN ALL EMPLOYEES MANAGEMENT OFFICE YARD MANUFACTURING FIELD AND CLERICAL IN BMPS AND POLLUTION ® ® PREVENTION AND MAKE'THEM AWARE aF THE MAINTENANCE PROCEDURES AND REQUIREMENTS OF ALL BMPS. THEREAFTER. g INSPECTION: INSPECT ALL DRAINAGE FACILITIES FOR DEBRIS, GARBAGE, AND CLOGGING. INSPECT ANNUALLY CLEAN , . <„t f �� 9€, AT MINIMUM PRIOR TO / t N14 COMMON AREA CATCH BASIN MAINTENANCE: REMOVE DEBRIS AND GARBAGE TO AVOID CLOGGING OF THE STORM DRAIN SYSTEM. OCTOBER 1Sf OR MORE ! t a OFTEN AS NEEDED WHEN CURB DRAIN OUTLET (SC 74) INSPECTION DEBRIS IS PRESENT. CURB DRAIN OUTLET AFTER EVERY STORM EVEN SAPPHIRE ST. PER CITY OF RANCHO INSPECTION: INSPECT PAVEMENT SURFACE AND GUTTER FLOWLINES FOR TRASH, DEBRIS, AND WASHED OUT SOIL. PER CITY OF RANCHO CUCAMONGA STD PLAN 107-A N15 EVERY TWO WEEKS E CUCAMONGA STD PLAN 107-A (SC 43) VACUUM SWEEPING OF PRIVATE MAINTENANCE: CLEAN AND REMOVE TRASH, DEBRIS AND WASHED OUT SOIL FROM THE PAVEMENT SURFACE AND ALONG GUTTER AND ONCE BEFORE ON SHEET (SC-70) STREETS AND PARKING LOTS FLAW LINES. OCTOBER 1ST. INSPECTION: INSPECT IF ALL REQUIRED PERMITS ARE IN COMPLIANCE AND INCLUDE BMPS THAT ARE REQUIRED AS PART OF A c� COMPLY WITH ALL OTHER SWPPP. AREA TABLE `" TOP OF CURB = "' N17 AS NEEDED. c SIDEWALK PAVEMENT T F.G. OF "j F.G. OF APPLICABLE NPDES PERMITS MAINTENANCE: COMPLY WITH OTHER NPDES PERMITS TO INCLUDE BMPS THAT ARE REQUIRED AS PART OF A SWPPP. co INFILTRATION LANDSCAPE r rAYNDSCAPE BED TYP. ) P.) INSPECTION: REGULARLY CHECK LEGIBILITY OF STENCILING. 3 (SF AREA DCV CAPTURED BY a a ( S1 PROVIDE STORM DRAIN SYSTEM MAINTENANCE: POST AND MAINTAIN LEGIBILITY OF SIGNS AND PROHIBITIVE LANGUAGE FOR ALL STORM DRAIN INLETS AND AT A MINIMUM a DA TOTAL DA IMPERVIOUS AREA PERVIOUS AREA IMPERVIOUS % PERVIOUS % DCV BY LOT SEE DETAILS 22-24 INFILTRATION a (SD-13) STENCILING AND SIGNAGE CATCH BASINS. OF ANNUALLY. 2 AREA (SF) (SF) HEREON. CY BMP ° �� a ` �� INSPECTION: `L \/\ \ \ \ CHECK IF WATER SENSORS, IRRIGATION HEADS, AND TIMING IS WORKING PROPERLY WITHOUT CAUSING EXCESS IRRIGATION a DMA-1 4,479.06 SF 4,065.48 SF 413.58 SF 90.7% 9.30 % 555.4 CF 413 SF 619.5 CF TYPICAL LANDSCAPE AREA //7�Y/PICAL LANDSCAPE AREA (Sp 4 2) EFFICIENT IRRIGATION WATER RUNOFF. MONTHLY MAINTENANCE: J NEXT TO SIDEWALK/PAVEMENT AREA & CURB LOCATION REPLACE BROKEN EQUIPMENT. EMPLOY RAIN SHUTOFF DEVICES TO PREVENT IRRIGATION AFTER PRECIPITATION. INSPECTION: DMA-2 2,371.46 SF 1,953.46 SF 418 SF 82.37% 17.63 % 248.83 CF 418 SF 418 CF ALL LANDSCAPED AREAS SHOULD BE AT A MINIMUM OF 1-2 INCHES BELOW TOP OF CURB OR SIDEWALK FOR INCREASED U S5 FINISH GRADE OF LANDSCAPED AREAS RETENTION/INFILTRATION OF STORMWATER AND IRRIGATION WATER. AS NEEDED. AT MIN. 1 "-2" BELOW TC & FS o 64 INCH OVERFLOW PIPE MAINTENANCE: r` 0 o N CURB 6" RETAINING 4-6 INCH PERFORATED DRAIN TO PARKWAY DRAIN) DURING GRADING BY CONTRACTOR. DMA-3 68,593.70 SF 33,549.81 SF 35,043.89 SF 48.91 /° 51.09 /° 3,799.50 CF 3,150.79 SF 4,725 CF ( WATER BASIN REMOVABLE WELL DIAMETER PVC INSPECTION: c `3 rn (1 .6' MAX.) CAP •1 /\\/\\ \\/�\\j\�j�\\j\'�j\\j�j� S13 SITE DESIGN AND LANDSCAPE OBSERVE IF HILLSIDE AREAS ARE DISTURBED BY PROJECT DEVELOPMENT. AS NEEDED. a DMA-1 VOLUME DMA-2 VOLUME DMA-3 VOLUME \\\\\ \\//\\//\\// /\\//\\//\\/ (SD-10) PLANNING MAINTENANCE: cu DISTURBED AREAS SHALL BE LANDSCAPED WITH DEEP-ROOTED, DROUGHT TOLERANT SPECIES SELECTED FOR EROSION CONTROL. o DCV= DA x C x a2 x P, /12 a, = 1 .4807 a2= 1 .963 DCV= DA x C x a2 x P, /12 a,= 1 .4807 a2= 1 .963 DCV= DA x C x a2 x P /12 a, = 1 .4807 a2= 1 .963 a INSPECTION: THE FILTER MEDIUM POUCHES SHALL BE INSPECTED FOR DEFECTS AND CONTINUED SERVICEABILITY AND REPLACE P = P2yr,,,,x a, I=0.907 P g =0.9 IN/HR = 3.6 FT (48 HR) P = P x d I=0.8237 Pdesign-0.9 IN/HR = 3.6 FT (48 HR) P = P x a I=0.4891 Pdesi n=0.9 IN/HR = 3.6 FT (48 HR) \!��/ / ii� i i i \\�� AS NECESSARY. PRIOR TO, DURING deli n 6 2yr,,h 6 2yr,lhr g N CONC. i \ ��\��i��i��\ � �i \\jam 3" MULCH AS MP-52 DRAIN INSERTS (FOSSIL FILTERS) AND FOLLOWING THEcu / MAINTENANCE: USING THE INDUSTRIAL VACUUM THE COLLECTED MATERIALS SHALL BE REMOVED FROM THE LINER. RAINY SEASON APRIL 0 P =0.691 x 1 .4807 = 1 .023 P =0.691 x 1 .4807 = 1 .023 P =0.691 x 1 .4807 = 1 .023 /\� PRE-TREATMENT PRIOR ' 6 6 6 \\jam OF EACH YEAR. E 3 2 3 2 3 2 // o 0 0 0 0 0 0 \/� TO INFILTRATION C =0.858I 0.78I + 0.774I +0.04 C =0.858I - 0.78I + 0.774I +0.04 C =0.858I 0.78I + 0.774I +0.04 \ 3 3 2 3 2 2 2 c /\\ INSPECTION: PRIOR TO DURING -° C =0.858(0.907) - 0.78(0.907) + 0.774(0.907) +0.04 =0.741 C =0.858(0.6237) 0.78(0.8237) + 0.774(0.8237) +0.04 =0.627 C =0.858(0.4891) 0.78(0.4891) + 0.774(0.4891) +0.04 =0.331 GEOTEXTILE / /\ o o \\/�� 12" SOIL FOR INSPECT TRENCH TO ENSURE THAT IT DRAINS BETWEEN STORMS, AND WITHIN 5 DAYS AFTER RAINFALL. CHECK OBSERVATION i / // /// WELL 2-3 DAYS AFTER STORM TO CONFIRM DRAINAGE. INSPECT FILTER FABRIC FOR SEDIMENT DEPOSITS BY REMOVING A AND FOLLOWING THE o DCV = 4,479.06x 0.741 x 1 .963 x 1 .023/12 = 555.41 CF DCV = 2,371 .46 x 0.627 X 1 .963 x 1 .023/12 = 248.83 CF DCV = 68,593.7 x 0.331 X 1 .963 x 1 .023/12 = 3,799.50 CF FILTER FABRIC i /\ o 0 0 0 0 0 \\jam LANDSCAPE PLANTING SMALL SECTION OF THE TOP LAYER. MONITOR OBSERVATION WELL TO CONFIRM THAT TRENCH HAS DRAINED DURING DRY RAINY SEASON, APRIL INFILTRATION TRENCH POROUS AC INFILTRATION TRENCH \\/� \\j/� 40% POROSITY SEASON. OF EACH YEAR. C TC-10 INFILTRATION TRENCH A1=DCV/((nt x dt) + dp)=555.41/((0.4x2.5)+0.5)=370.27 SF(MIN.) A1=DCV/((nt x dt) + dp)=248.83/(0.4x2.5)=165.88 SF (MIN. ) A1=DCV/((nt x dt) + dp)=3,799.5/((0.4x2.5)+0.5)=2,533 SF (MIN.) 0 0 0 0 0 0 \// MAINTENANCE: A2=DCV/Pdesi n = 555.41/3.6 = 154.28 SF A2=DCV/Pdesign = 248.83/3.6 = 69.11 SF A2=DCV/Pdesi n = 3,799.5/3.6 = 1 ,055.42 SF 6" PERFORATED PIPE \\� REMOVE TRASH AND DEBRIS. CHECK FOR SURFACE PONDING. IF PONDING IS ONLY ABOVE THE TRENCH, REMOVE, WASH AND g // \ REPLACE PEA GRAVEL. MAY BE NEEDED EVERY 5-10 YEARS. CHECK OBSERVATION WELL FOR PONDING. IF THE TRENCH BECOMES U) SABMP = 413 SF SURFACE AREA PROVIDED BY DESIGN SA = 418 SF SURFACE AREA PROVIDED BY DESIGN SA = 3,15g0.79 SF SURFACE AREA PROVIDED BY DESIGN / \ PLUGGED, REMOVE ROCK MATERIALS. PROVIDE A FRESH INFILTRATION SURFACE BY EXCAVATING AN ADDITIONAL 2-4 INCHES V = 413((0.4x2.5)+0.5) = 619.5 CF V = 418(0.4x2.5) = 418 CF V = 3 150.79((0.4x2.5)+0.5) = 4 725 CF o 0 0 0 0 0 0 %\/. OF SOIL. REPLACE THE ROCK MATERIALS. o capacity capacity capacity j //\ \\j/� 30 DEEP TRENCH o Vretention 12 IN/FT Vretention 12 IN/FT Vretention 12 IN/FT i \ \\\� FILLED WITH 1 .5-2.5 INCH DRAWDOWN TIME = X (FORM 4.3 3 VALUES) DRAWDOWN TIME = 44 X (FORM 4.3 3 VALUES) DRAWDOWN TIME = X (FORM 4.3 3 VALUES) / /// ////. RESPONSIBLE PARTY FOR ALL ACTIVITIES: N S4gMP Pdesign S^BMP (FORM SA BMP Pdesign % /\ j/// DIAMETER CLEAN STONE FATHER JOHN \\� 40% POROSITY o DRAWDOWN TIME = (877.62/413) "(12/0.9) = 28.33 HR DRAWDOWN TIME = (512.0/418)"(12/0.9) = 16.3 HR DRAWDOWN TIME = (6,695.42/3,150.79)"(12/0.9) = 28.33 HR \ \/j 6386 SAPPHIRE ST. \/\\/\\/\\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ \/ SQUARE STEEL RANCHO CUCAMONGA, CA 91701 0 909 786-9932 NOTE: NOTE: NOTE: 6" SAND FILTER FOOT PLATE WITH ( ) THE MINIMUM SURFACE AREA AND DEPTH OF THE INFILTRATION TRENCH THE MINIMUM SURFACE AREA AND DEPTH OF THE POROUS AC IS 248.83 SF THE MINIMUM SURFACE AREA AND DEPTH OF THE INFILTRATION TRENCH WIDTH PER PLAN REBAR ANCHOR 30' 0 30' 60' 90' z IS 370.27SF AND 2.5 FT PER TGD STANDARDS, BUT THE DESIGN PROVIDED AND 2.5 FT PER TGD STANDARDS, BUT THE DESIGN PROVIDED 418 SF IS 2,533 SF AND 2.5 FT PER TGD STANDARDS, BUT THE DESIGN PROVIDED co 413 SF WITH 2.5 FT DEPTH & 0.5 FT PONDING DEPTH, SO THE CAPACITY WITH 2.5 FT DEPTH, SO THE CAPACITY PROVIDED IS 418 CF. THEREFORE, 3,150.79 SF WITH 2.5 FT DEPTH & 0.5 FT PONDING DEPTH, SO THE CAPACITY NITS IN FILTRATION TRENCH 1 SCALE: 1" - 30' ' PROVIDED IS 619.5 CF. THEREFORE, THE DESIGN MEETS THE THE DESIGN MEETS THE REQUIREMENTS. 418 CF>248.83 CF. PROVIDED IS 6,695 CF. THEREFORE, THE DESIGN MEETS THE REQUIREMENTS. 619.5 CF>555.41 CF. REQUIREMENTS. 6,695 CF>3 799.50 CF. a BUILDING PERMIT NO . : 2018-03063 WDID# 836C371293 DRC N0: 2013-00230 PGR N0: 2018-00010 BENCH MARK: R E V I S 1 o N S PLUMP ENGINEERING INC. c T c T I DRAWING N O . -- BENCHMARK NO. 10096 DATE NO. DESCRIPTION BY CH'K APP DESIGN BY: TT OFESS/ S . �JU S I I I V A CHURCH - LOCATION: CONSULTING ENGINEERS IN Q� Ory o 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF i CIVIL, SURVEYING, ARCHITECTURAL ��li� Q. TRYFD�o�� PRELIMINARY CG06 =po RANCHO CUCAMONGA BM 10096 1987" AT SOUTHWEST AND STRUCTURAL ENGINEERING �� O� p �� F m CORNER OF BANYAN AVE. AND SAPPHIRE ST. 30 FEET DRAWN BY: AA/JT/AT G z WATER QUALITY MANAGEMENT PLAN 914 E. KATELLA AVENUE w NO. 65859 o m WEST BEGINNING OF CURB RETURN AT EASTERLY END OF ~ EXP.12/31/21 u' =.13 ,� ANAHEIM CALIFORNIA 92805 ® CATCH BASIN. PLUMP ENGINEERING INC 714 385-1835, FAX 714 385-1834 ELEVATION: 1777.264 CHECKED BY: TT �9T _-_ CIVI SHEET: 6 OF 6 F OF CA1.�Fp� DATE: 10-24-2018 01-20-2021 6386 SAPPHIRE S T. PROJECT N O. o TRYFON TRYFONOPOULOS DATE RANCHO CUCAMONGA, CA 91701 1707031 i I ------------'°' I ------- EXIST NG i POWER POLE i ------------ EXISTING LIGHT POLE i I 0%) i I ■ I i EXISTING /POWEr POLE i EXI TING -OVERHEAD UTILITY HT PROJECT YSITE � i - - i ' EXI TING W TOWER POLE ❑0 • � •i i i i i ISTIN EXIS LIGHT P ' OWE P i -_---- ----- i ORANGE STREET i i I SCALE: 1 " = 80' PLUMP ENGINEERING INC. P!ng--ANAHEIM, CONSULTING ENGINEERS IN SHEET CIVIL,AND STRUCTURAL ENGINEARCHITERING OVERHEAD UTILITY PLAN C00 AND STRUCTURAL ENGINEERING 914 E.KATELLA AVENUE CALIFORNIA 92805 -..,. (714)385-1835,FAX(714)385-183a 6386 SAPPHIRE STREET, RANCHO CUCAMONGA,CA 91739 000- 1" CEMENT 6" WIDE CONC — 4" CONCRETE SLAB WITH # 4 24" D.C. E&W CURB #4 DWOELS 16" D.C. AVERS VIC-1NITY MAP k0HURCH ILI ST . YOSTINA III III III III ITI III III II. 111 11 IiTN!,�flIII III IIIIII III III III E!3 D�[��EIJEI�ED FE�ll COMPACTED SOIL 2" SAND EACH #4 DWOELS jj� IIrII�IIIIIII I mjj�JIIIIIII 1 11111111 .111..III. 11-3 cz, '53 1�1 �l # 4 CONT. TOP AND BOTTOM 6386 SAPPH RE Sto 11 Ell I 2N Cl 3 11L - Cl DECORATIVE DRIVEWAY PAVING DETAILS N.T.S U ' D E scope of work . LID CID Ll J1a d '"" a Q a Q 1 - 12 SUNDAY SCHOOLS 2- RESTROOMS El CS Cl �E�l�DE�l El a3- LIBRARY D 4- RECORDING ROOM 11 L E:P 1:F I-L] 5- PRIEST OFFICE 6- ADMINISTRATION OFFICE 7- RECEPTION 8- EATING AREA '\T 9- KITCHEN PLANING INFORMATION EXISTING CHURCHE : 6500SF NEW TILE EXIST. 6' HIGH NEW SECOND FLOOR 8437 SF IA117 SF XISTING XISTING CONC. BLOCK NEW FIRST FLOOR 10069 S NEW EXIST. ENT WALL SLMP PCAOVNICR EXISTING KIES TREEES EXIST. TREES TREEES _R NG EXIST.FASMENT STONE EXIST. TREES EXIST. FASMENT EXIST. TREES TOTAL NEW AREA 18506 SF NG�� 7 CEMENT BORDER )—I(BIT NG'TONE DECORATIVE PAVING �IONE fl" EXISTING REATINGvIL� NUMBER OF PARKING REQUIRED:- 7 FIRE TRUCK ROUTE 5'HIGH SLUMP STONE ISTING 142' — — — — — — — — FIRE TRUCK ROUTE 20' RADIUS TOTAL SEATS 360 FIR — — — — — — — — — — — — — — — — — LAWN 0 ASPHALTt (7NPALIA�KNIEN DRIVEWAY PARKING ATALLS REQUIRED: 328/3 =107 STALLS NO PARKING ------ -- ------- ADA ROUTE LINE OF SECOND FLOOR 20 RADIUS 20' RADIUS 57'—10* LL Lak EXIST. PARKING STALL 50 EXISTING T L4NDCAPING NEW PARKING STALLS 117 REEES RAMP LINE OF FIRST FLOOR— II S 11) TOTAL PARKING STALLS PROVIDED 167 1 HK m S �l IDE EXISTING NEW CURRENT CODE: LAWN CONCRETI PAVING 2019 CALIFORNIA BUILDING CODE - ASPZ� 2019 CALIFORNIA MECHANICAL CODE 7 DRIVEW 2019 CALIFORNIA ELECTRICAL CODE S D S 0 FUTURE SOCCER NSA) 2019 CALIFORNIA PLUMBING CODE EXISTING EXIST. N 0 L FIELD AREA 2019 CALIFORNIA ENERGY CODE CHURCH WIN 0 2019 CALIFORNIA FIRE CODE 6500 SF 2% UP 2019 CALIFORNIA GREEN CODE EXIST. 6' HIGH 0 CONIC. BLOCK I EXIIII r. I A INGETE EXIST. 6' HIGH LOCA ORDINANCES NO. 8 OR 9 CO CR WALL SLMP P S 46 EXIST 4' 0-6" CONC. BLOCK AND NO. FD56 TONE CONC UE 0 WALL SLMP NFPA 72 FIRE FOR ALARM AND FIRE PAVINP I STONE ALARM FOR NFPA 13 FIRE SPRINKLER LANDSCAPANG mom CONSTRUCTION: TYPE V-B FIRE SPRINKLERED, YES OCCUPANCY GROUP A-3 PARKING z z 26 0 TOTAL PERSONS AT FIRST FLOOR 179 PERSONS TOTAL SECOND AND SECOND FLOOR 328 PERSON VAN HANDICAPPED 0 El oil, oc 1. -0 0 HANDI APP D 3 PARKI G 'SEE GRADING ob--- PLAN ASPHALT EXISTING LAWN DRIVEWAY PARKING (1) DETECTABLE WARNING SliE 2/A-03 SI WALK ,qDE WALK ,dl E)IJST. HOUSE 7 I O 9 EX TING (Z) Z PA OKING L ,,1-20' RADIUS/ 0 46' RADIUS / NEW PARKING AREA ASPHALT 20' RADIUS U.): EXIST._ 7 TA 15_E_D C C_W FR B_ — FIRE TRUCK ROUTE 46' RADIUS DRIVEWAY — — — — — — —•,-- — — — - SLOPINMWN- — — — — — — — — — — — — — — — C3 RED PAINTED CURB 12" CEMENT/TORDER NO PARKING 6" RAISED CONC. CURB DECORATIVE PAVING NO PARKING 12" CEMENT ;RDF o XIS RADI-� NEW 21 US RADIUS 20 RADIU WALKWAY ------- r EXISTING• EXISTING TREEES TREEES i TREEES N S 33� [3 13 a a — hry' — - - — — — o 4 FYIqTlNr REEES TREEES DRIVEWAY SIDW WALK DRIVEWAY7� EXIST. 6' HIGH ACCESS ACCESS EXIST. 6' HIGH CONC. BLOCK EXIST REES L--SLIDING CONC. BLOCK WALL SLMP 1 GATE WALL SLMP STONE STONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6386 SAPPH RE St * OWNER: L AR . 40 01 SITE PLAN & 0 St Justina Coptic 47 0 0 FIRE LANES Orthodox Church C-22961 SffE PLAN 6386 SAPPHIRE St. RANCHO CUCAMONGA, 0 GBD ARCHITECTS CA, 91701 r / ,3 2 V "_ 0 ARCHITECTURE . PLANNING . ENGINEERING PROJECT# SCALE 400 N. MOUNTAIN AV. # 208 AS SHOWN UPLAND, CA, 91786 DATE: A 0 (909) 949 - 6999 FAX (909) 949-2928 1-18-21 1 WINDOW SCHEDULE 71 u NUMBER WIDTH HIGHT TYPE FRAME GLAZING NOTES FACTOR SHGC .30 .23 5080 F 5'-0' 8'-0" FIXED VIYNEL DOUBLE 5070 F 5'-0' 7'-0' FIXED VIYNEL DOUBLE 5060 F 5'-0' 6'-0' FIXED VIYNEL DOUBLE 4070 F 4'-0' 7'-0" FIXED 4050 F 4'-0' 5'-0' FIXED 4040 F 4'-0' 4'-0" FIXED a� 9'-0" DOOR SCHEDULE 9'-0" 5'-6" 29'-0" 5'-5" 20'-6" 5'-6" 29'-0" 5'-6° SYMBOL WIDTH HEIGHT TYPE FRAME 1 C3) V J 3080 3'-0" 8'-0" DOOR WD LINE OF WALLS ABOVE 3680 3'-6" 8'-0" DOOR - --- LINE OF WALLS ABOVEGLASS 3690 3'-6" 9'-0" DOOR WD/GLASS L----- --I L- -----J O 6080 6'-0" 8'-0" FRENCH DOOR WD/ GLASS CONC. BLOCK WALL CONC. BLOCK WALL L - - 7080 7'-0" 8'-0" FRENCH DOOR WD/ GLASS 7090 7'-0" 9'-0 FRENCH DOOR WD/ GLASS unisex/ STUDY AREA LINE of WALLS ABOVE STUDY AREA ' unisex CONC. BLOCK WALL I O SITTING 3080 -s" r J SUNDAY 3080 SCHOOL RECORDING ,''" 7 "- 4'-6., SUNDAY SUNDAY 4'-8• ' SCHOOL /_7- SCHOOL L 3080 � 9' HEIGH � - I + 3080 308 J h 0 o — - - - - - -0 5 3080 16-6 — SUNDAY WOMEN 6 s. SCHOOL I MEN , I 0 SUNDAY SCHOOL SUNDAY L--- - stor. SCHOOL SUNDAY SCHOOL L LINE OF WALL ABOVE SECOND FLOOR TOTAL OCCUPANT LOAD 3080 I 3080 3080 3080 3080 N ROOM SIZE FLOOR AREA IN SUNDAY I � SQ ET PER OCCUPANT SCHOOL 12 SUNDAY SCHOOL 2500 SF GROSS COFFE SUNDAY SUNDAY 3' ARCH 2O00 SF NET 20 NET 100 LIBRARY SUNDAY SCHOOL SCHOOL 51 L SCHOOL NE OF WALL ABOVE 2 OFFICE AREA 425 SF GROSS 100 GROSS 5 _� OCCUPANT LOAD 10 �J1 E MIFFING ROOM 290 SF GROSS 3080 3080 3�87 O 200 SF NET 15 NET 14 3080 LINE of ALL ABOVE M RECORDING 700 SF GROSS 100 GROSS 7 M 644 SF GROSS 6080 LIBRARY 50 NET 8 6080 LINE OF WALL ABOVE 400 SF GROSS 6080 3080 STUDY PLAY AREA 1189 SE GROSS ————————— — --- -------- ------------- ------- — — — -------- ------- _ _ _ _ _ STUDY/PLAY AREA 900 SF NET 20 NET 45 5'-10" 5'-0•' 1 III N O N 111 2 HR FIRE RATED ELECTRIC �11 RM MEETING RM 2680 3080 308o OFFICE TOTAL PERSONS AT FIRST FLOOR 179 PERSONS 3' DIAVI ONE HR FIRE E � III TOTAL SECOND AND FIRST FLOOR 328 PERSON III 6080 507 X.2 = 102 INCHES = 8.5 FEE WIDE I III I III 1 HR FIRE RATED DOOR 3080 4040E 4040E 4040E 15 FEET TOTAL EXIT WIDE PROVIDED I III I - 'I REC ION s 0 III ONE HOURES III FIRE RATED PRIE T OFFICE III w_' �I SECOND FLOOR: TOTAL OCCUPANT LOAD 360 2 HR FIRE RATED 4040E i FIRST FLOOR: TOTAL OCCUPANT LOAD 278 EL E OR 1 IIII 2 HR FIRE ATED'° I 2' DAIM. I BUSSINFSS SCHEDULE: EVERY DAY FROM 9AM TO 2PM I 3690 7090 3690 40 OF i - — — — — — -� AND AROUND 3 DAYD A WEEK FROM 5PM TO 1OPM --- 2' DAIM. I o I I I I OI I I I I 5'-0" 5'-1" 20'-1" 15'-0" 9'-6" 11'-8" 4'-9" 3'-5" 4'-3" 7'-11" 7'-2" 3'-10" 1 7'-8" 3'-11" 2'-11" 12'-6° FIRST FLO OR PLAN I 8'-8° 3'-5" 12'-2" 7'-2" I 15'-4" 2'-11" 12'-6" ^ / 4 9 9 1 9 O 9 9 62'-1" I I I I I OWNER: FIRST FL R PLAN 0�� St Justina Coptic � 0, Orthodox Church * C-22961 6386 SAPPHIRE St. 1p RANCH GB ARCHITECTS CA, 910 1UCAMONGA, op0CA�1�p4 ARCHITECTURE . PLANNING . ENGINEERING PROJECT# SCALE 400 N. MOUNTAIN AV. # 208 e UPLAND, CA, 91786 DATE: A TEL: (909) 949 - 6999 FAX (909) 949-2928 1-18-21 A WINDOW SCHEDULE I O2 3 j l4 J l J b ) NUMBER WIDTH HIGHT TYPE FRAME GLAZING NOTES FACTOR SHGC .30 .23 100'-3" I 9'-2" 5080 F 5'-0' 8'-0' FIXED VIYNEL DOUBLE 29'-0" 5'-6" 20'-6" I 5'-6" 29'-0" 5070 F 5'-0' 7'-0' FIXED VIYNEL DOUBLE 5-6" 4'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-6" 5-6" '-2" 8'-4" 7'-10" I 2'-3" 5'-6" 4'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-6" 5'-6" 9'-1" 5060 F 5'-0' 6'-0' FIXED VIYNEL DOUBLE 5050 F 5'-0' S'-0' FIXED VIYNEL DOUBLE 4070 F 4'-0' 7'-0' FIXED O I / I I I ` r I RAM P \V / RAMP / \ I -4— - - — - - I 5080E+ARCH 508 F+ARCH I DOOR SCHEDULE TEMP TE P � O — ILi — — 5080PF+ARCH 5080F+ARCH J- _; SYMBOL WIDTH HEIGHT TYPE FRAME TEMP I / \` SOFFIT 14' / 0 4080 3'-0" 8'-0" DOOR WD V A / \ \ / // - 3080 3'-0" 8'-0" DOOR WD 4070F+ARCH V A / TEMP \ TEMP (TEMP / TEMP \ / \ / / / o 3680 3'-6" 8'-0" DOOR WD/GLASS u'-o" ` ` \ / ` 3690 3'-6" 9'-0" DOOR WD/GLASS WALL LINE BELOW s-s° \\ \V A / A\ // // 070F+ARCH 6080 6'-0" 8'-0" FRENCH DOOR WD/ GLASS �� 7080 7'-0" 8'-0" FRENCH DOOR WD/ GLASS �Q/ 7090 7'-0" 9'-0 FRENCH DOOR WD/ GLASS O 2.5'1 DAIM. 1 LOCKERS ` ` � ��TOILET �� 306 A A y" ROOF LINE ABOVE / // / / 0 3068 \ EATING AREA EATING AREA / // DRESSIW V 16' HIGH 16' HIGH // 14• - - - - - - - - - - - - - - - - - - - - - _ — — — — — — — — — — — — — — — — — — — A_4 ---------------------- FREEZ 3068 068 / _ — �B Y R / \ 508�F+ARCH ------------------------ `v B 12 long 2._6. THEATER EATING AREA vSKY LIGHT ABOVE COOLER ROOF ACCESS ABOVE \ \ 3068 OCCUPANT TOAD 360 / o pot v // ash. I m ` 20' Ion 3068 DISH WASHING 2.5' D IM. SIANK[If I II z / -4 , 508J+ARCH 0° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \ OWALLLIN BELW w SOD — \ \\ \wl o SECOND FLOOR TOTAL OCCUPANT LOAD / WALL LINE ABON- \ m / EATING AREA \ \ DRs\c o -4. / V A v FLOOR AREA IN 4 / 1s' HIGH v v E ROOM SIZE SO FT PER OCCUPANT Of CD CD Ld CD af z._o. / / \ \\ 8 o KITCHEN 1176 sf 300 gross 4 m z o HAN sINK / / ` \\ EATING AREA 5850 sf gross K'-'-' / / \ \ 4800 sf net 15 net 320 p 407 F+ARCH / I KITCHEN 2.5 DAIM WOMEN\1 5" 5050E+ARCH 5050F+ARCH 5050F+ARCH 5050F+ARCH 5050F+ARCH 5050E+ARC4\ TOTAL PERSONS AT SECOND FLOOR 328 PERSONS _ _ OF TOTAL WIDTH OF EXIT — 328X.3-99 INCHES =8.2' 2.5' DAIN. — - - - - - - - — — — — — — — - - - - - 4 3080 3080i F TOTAL WIDTH OF EXIT PROVIDED 18 SF I I I I I 3080 I I I I 9,_,• I _ OPE / I I I WALL LINE BELOW 71 - / E 0 DAIM. \ / \ I G � I 2.5' DAIM. I o ROOF LINE ABOVE I I I I I I I SE C 0 N D FLOOR PLAN I I_A O 499 1 9 — O " OWNER: SECOND FLOOR PLAN St Justina Coptic °, Orthodox Church * C-22961 6386 SAPPHIRE St. GBg TR C H I T E C T S CAA, 9H0 01 UCAMONGA, op CALF � ARCHITECTURE . PLANNING . ENGINEERING PROJECT# SCALE 400 N. MOUNTAIN AV. # 208 o UPLAND, CA, 91786 DATE: 2 TEL: (909) 949 - 6999 FAX (909) 949-2928 1-18-21 100'-0' CONIC. TILES MATCH EXIST. AND SLOPE 4:12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STUCCO MATCH EXI 5'-6" � MATCH MATCH EXIST FIBER GLASS AND STUCCO MATCH EXISTING N LIGHT FIXTUR MATCH EXIST p R LIGHT FIXTUR Q o 0 U MATCH EXIST I U LIGHT FIXTUR GRANIT MATCH EXIST o I I � llk MATCH EXISTING SECOND FLOOR o SECOND FLOOR MATCH EXISTING FIBER GLASS AND STUCCO TRIM FIBER GLASS AND STUCCO TRIM MATCH EXISTING NORTH ELEVATION 1 /8"= 1 '-0" CONC. TILES MATCH EXIST. COLOR AND SLOPE 4:12 EXISTING CHURCH FIBER GLASS AND STUCCO MATCH EXISTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CD I I SMOOTH STUCCO o 0 II ® I I ® MATCH EXIST o N o II IIII � � I ® ® I I I ® GRANIT MATCH EXISTING FIBER GLASS AND STUCCO I I I I I I I I MATCH EXISTING I I I I I I I I I I I I I ] qLL- -11�11- 1- ------------- --- EXIST. CHURCH NEW CONSTRUCTION EAST ELEVATION 1/8„=1 ,_0„ EAST ELEVATION 1/8"=1 '-0" CONIC. TILES MATCH EXIST. COLOR AND SLOPE 4:12 FIBER GLASS T MATCH EXISTI g � 9,-0. CD CD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ SECOND FLOOR --- -------- I I I I II II OWNER: s L. s �— IE ILIE VAT� N S a P ��o 0�� a -- FIRST FLOOR Orthodox Church * N C-22961 * 6386 SAPPHIRE St. CAAN 9H0 O�UCAMONGA, �?�opo CA GB ARCHITECTS R C H I T E C T SOUTH ELEVATION ARCHITECTURE . PLANNING . ENGINEERING PROJECT# SCALE 400 N. MOUNTAIN AV. # 208 � o UPLAND, CA, 91786 DATE: TEL: (909) 949 - 6999 FAX (909) 949-2928 1-18-21 0 I I Ll o� Ll CONIC. TILES MATCH EXIST. COLOR AND SLOPE 4:12 — SECTION A—A \ \ . . . . . . \ \ . \ \ �44'4- N O ♦ ♦ ♦ ♦ \ \ \ \ ♦ ♦ ♦ ♦ \ \ \ \ ♦ ♦ \ \ O E - - - - - - - - - ,0 � I GRANIT MATCH EXIST. F- - - - - filo - - - - � 1 � \\\ \/ / CONIC. TILES SLOPE 4:12 L ROOF LINE ABOVE - - - - - - - - - -WEST ELEVATION ROOF HATCH � — — 1 8 —1 —0 FAT ROOF \�\ SKY—LIGHT— / FLAT ROOF MECHANICAL `\ // MECHANICAL EQUIPMENT EQUIPMENT - LL — _ _ _ _ _ _ _ _ _ lower roof WALL LINE ABOVE MECHANICAL HOOD // // \\ CONC. TILES SLOPE 4:12ji \\ I I II I I lower roof ROOF ACCESS A/C UNITS A/C UNITS A/C UNITS A/C UNITS /I� �0 �0 SKYLIGHT _2 \� � / ROOF NNE ABOVP `Q I 0 I ROOF PLAN 6'-3" 1/1 6"=1 '—0" I ELEVATION AND OWNER:r'r��7rKr*rC-2296)1 * . n St Justina Coptic SECTION AND ROOF P LA Orthodox Church SECTION R —RN. o 6386 SAPPHIRE St. �B ARCHITECTS CA9 A, 1 01 UCAMONGA, � pF�CA11� ARCHITECTURE . PLANNING . ENGINEERING PROJECT# SCALE 400 N. MOUNTAIN AV. # 208 o UPLAND, CA, 91786 DATE: A4 TEL: (909) 949 - 6999 FAX (909) 949-2928 1 -18-21 A n n I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5080E+ARCH 5080F+ARCH TEMP TEMP ' O ' A ' 5080F+ARCH SOFFIT 14' ' TEMP SOFFIT 14' 5080F+ARCH =q TEMP o O O I O SOFFIT 14' O 3690 SOFFIT 14' IF SOFFIT 14' O O TEMP TEMP TEMP TEMP —1—1 IL4070E+ARCH O� - - O - - � - - � 0 - - � o° 4070F+ARCH I I F- SOFFIT' 141 EATING AREA ISOFFIT 14' EATING AREA 9' kk 16' HIGH V�V /�� 16' HIGH 7 4° L � F � B ROOF ACCESS L 5080E+ARCH B A_4 ---------------------- I - J - - ------------------------ -4 � - O O L - SKY LIGHT ABOVL 1 L I EATING AREA C I I O SOFFIT 14' OCCUPANT LOAD 360 SOFFIT 14' SOFFIT 14' FOOD _ O O - - 1 _ _ � - - PREP. O - O L - - � O� -1 L --I O114 9' IOGIE SOFFIT 14' 5080F+ARCH KITCHEN /// \ EATING AREA / 16' HIGH O — \ — — 4070F+ARCH O — O -J O O SOFFIT 14' Yi 5060F+ARCH 5060F+ARCH 5060F+ARCH 5060E+ARCH 5060F+ARCH 5060F+ARCH 3080 3080i WOMEN O I I I I � � I I 3080 I I I I I I OPFX BELOi\ I I I I , � I I MEN E 0 G I I I I I I ' O H I I I I I SEU" OND FLOOR C' EILING-T PLAN I I I I / 499 V - 0 " A � OWNER: �w5 L. CEILING PLAN St Justina Coptic s 4 0 Orthodox Church C-22961 6386 SAPPHIRE St. RANCHO1 UCAMONGA, �?�0 C G ARCHITECTS A, 10 AtiZ�O ARCHITECTURE . PLANNING . ENGINEERING PROJECT# SCALE 400 N. MOUNTAIN AV. # 208 A - 5 UPLAND, CA, 91786 DATE: TEL: (909) 949 - 6999 FAX (909) 949-2928 1-18-21