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HomeMy WebLinkAbout2023-05-16 - Agenda Packet 00 ""N CITY OF ■ . ■ * ■ MAY 167 2023- 6:00 P.M. DESIGN REVIEW COMMITTEE MEETING AGENDA RAINS ROOM CITY HALL 10500 Civic Center Drive Rancho Cucamonga, CA 91730 A. Call to Order Roll Call: Commissioner Tony Morales Commissioner James Daniels B. Public Communications This is the time and place for the general public to address the Committee on any item listed or not listed on the agenda. The Committee may not discuss any issue not included on the agenda but set the matter for a subsequent meeting. C. Consent Calendar C1. Consideration to adopt Meeting Minutes of April 18, 2023. (No meeting on May 2, 2023.) D. Project Review Items D1. TENTATIVE TRACT MAP, DESIGN REVIEW, MINOR EXCEPTION & TREE REMOVAL PERMIT— MANNING HOMES -A request to subdivide 9.15 acres of land into 22 lots including the Design Review of 22 single-family residences, a Minor Exception for increased wall heights, and a Tree Removal Permit to remove onsite trees for a project site located at the southeast corner of Etiwanda and Highland Avenues in the Low (L) Zone (2 - 4 Dwelling Units per Acre); APNs: 0227-151-03. A CEQA Section 15183 Compliance Memorandum has been prepared for this project. Related files: Tentative Tract Map SUBTT20566, Design Review DRC2022- 00348, Minor Exception DRC2022-00349, and Tree Removal Permit DRC2022-00350. D2. DESIGN REVIEW — PATRIOT PARTNERS - A request to construct two warehouse/distribution buildings totaling 91,369 square-feet within the Neo-Industrial (NI) District, located at the northeast corner of Hermosa Avenue and 4th Street. APN: 0210-371-07 (Design Review DRC2022-00209). 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, May 11, 2023, at least seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California and on the City's website. If you need special assistance or accommodations to participate in this meeting,please contact the Planning Department at(909)477-2750. Notification of 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility. Listening devices are available for the hearing impaired. Design Review Committee Meeting Agenda — May 16, 2023 Page 2 of 2 RANCHOCITY OF Design Review Committee Meeting 9 Rains Conference Room Meeting Agenda April 18, 2023 DRAFT MINUTES Rancho Cucamonga, CA 91730 6:00 p.m. A. Call to Order The meeting of the Design Review Committee held on April 18, 2023. The meeting was called to order by Sean McPherson, Staff Coordinator, at 6:00 p.m. Design Review Committee members present: Vice Chair Commissioner Tony Morales and (Alternate) Commissioner Al Boling. Absent: James Daniels. Staff Present: Mena Abdul-Ahad, Assistant Planner B. Public Communications Staff Coordinator opened the public communication and after noting there were no public comments, closed public communications. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of April 4, 2023. Motion carried 2-0 vote to adopt the minutes as presented. D. Project Review Items D1. DESIGN REVIEW — PATRIOT PARTNERS - A request to construct one (1) warehouse/distribution building totaling 86,392 square feet within the Neo-Industrial (NI) District, located on the south of Whittram Avenue between Etiwanda Avenue and Hickory Avenue at 13045 Whittram Avenue; APNs: 0229-162-05, - 04, -11, -12, and -13 (Design Review DRC2022-00156). The Committee took the following action: Staff presented the item to the Design Review Committee. Recommended with queuing and relocation of the break room. Recommend approval to PC/PD. 2-0 Vote. E. Adjournment Meeting was adjourned at 6:14 p.m. Respectfully submitted, Elizabeth Thornhill, Executive Assistant DESIGN REVIEW COMMENTS May 16, 2023 6:00 p.m. Tabe van der Zwaag, Associate Planner TENTATIVE TRACT MAP, DESIGN REVIEW, MINOR EXCEPTION & TREE REMOVAL PERMIT — MANNING HOMES - A request to subdivide 9.15 acres of land into 22 lots including the Design Review of 22 single-family residences, a Minor Exception for increased wall heights, and a Tree Removal Permit to remove onsite trees for a project site located at the southeast corner of Etiwanda and Highland Avenues in the Low (L) Zone (2 - 4 Dwelling Units per Acre); APNs: 0227-151-03. A CEQA Section 15183 Compliance Memorandum has been prepared for this project. Related files: Tentative Tract Map SUBTT20566, Design Review DRC2022-00348, Minor Exception DRC2022-00349, and Tree Removal Permit DRC2022-00350. Site Characteristics: The undeveloped project site is located at the southeast corner of Etiwanda and Highland Avenues. The site is approximately 663 feet along the south property line, 958 feet along the north property line, 663 feet along the west property line, and 452 feet along the east property line. The existing grade is approximately 1,433 feet along the north property line and 1,410 feet along the south property line, for a grade change of approximately 23 feet. Onsite vegetation includes native and non- native vegetation with palm trees along the west property line and eucalyptus trees along the south property line. The street improvements along both Etiwanda Avenue and Highland have not been installed. The existing rock curb along Etiwanda Avenue will be preserved or rebuilt, as needed. The existing Land Use, General Plan, and Zoning designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Vacant Land N Suburban Neighborhood Low (L) Residential Very Low North 210 Freeway - - South Cucamonga Valley N Suburban Neighborhood Flood Control/Utility Water District Very Low Corridor Single-Family N Suburban Neighborhood East Low Very Low (VL) Residential Residences Very West Single-Family N Traditional Low (L) Residential Residences Neighborhood Project Overview: The applicant is requesting to subdivide (SUBTT20566) 9.15 acres of land located within the Low (L) Residential Zone into 22 numbered lots and 3 lettered lots. Lettered Lot A (19,262 square feet) will be used as a community park, lettered Lot B will be used as a Paseo (10,103 square feet) that will connect Etiwanda Avenue with the community park and lettered Lot C is for street dedication purposes (7,637 square feet). Lettered Lots A and B will be maintained by a Homeowner's Association. Lots 10 — 16 will face and be accessed from Etiwanda Avenue with the remaining lots facing and DRC COMMENTS DESIGN REVIEW DRC2022-00348 - MANNING HOMES May 16, 2023 Page 2 taking access from an internal loop street off of Highland Avenue. An up to 8-foot retaining tall combination wall (4-foot retaining) is required along the south property line due to onsite grades. The eucalyptus trees along the south property line will be replaced on a minimum one-for-one basis. LwE CF 9cM PER Cn+L ENDW-ER - i 'srkEEr TREE 'SI I LJ n , U .0% I� I oaicwuav s m IyrrJ��` d u muT rw usoraf: wui sTIM¢L n-eLa,v 1 It Lot B Lot A------------ I i Ik i LL✓_'hLYPTL6 rif�RYrx TREES-9PEClE9 TM I wW ,} 1N,SPUT F..cE 11y98rrkr wwu WITH CM �— dE ELTL STE 9i6Er"AL C.ATE[rP. SEET'ITL-2 L.z The project complies with each of the development standards for the Low (L) Residential Zone as shown in the following table: DRC COMMENTS DESIGN REVIEW DRC2022-00348 - MANNING HOMES May 16, 2023 Page 3 Required Proposed Compliant? Density 2-4 Units Per Acre 2.4 DUA Yes Street Setback 37 Feet Greater than 37 Feet Yes Side Yard Setbacks 5/10 Feet 5/10 or Greater Yes Rear Yard Setback 20 feet Greater than 20 Feet Yes Lot Size 7,200 Minimum 11,034 to 23,202 SF Yes 8,000 Average 13,619 SF (Average) Lot Coverage 40 Percent 15 to 34 Percent Yes Architecture: The project includes the Design Review (DRC2022-00189) for the residences on the 22 proposed lots. Development Code Table 17.122.010-1 requires that projects with 21-40 units provide a minimum of 3 different floor plans and 3 elevations per floor plan. The project provides three (3) separate floor plans with three (3) different elevations for each floor plan, Spanish, farmhouse, and California ranch. Development Code Section 12.122.010.A.1 requires that projects consisting of 4 or more units include a minimum of 25 percent single-story plans. The project includes 6 single- story floor plans. Each floor plan and architectural variation includes both wall and roof plane articulation and carries the architectural design theme and materials to each elevation. This includes the use of stone veneer, wood siding, exposed rafter tails, architecturally compatible window and door surrounds, window shutters, wrought iron accents, and tile roofs. Plan #1 is a single-story with 3,511 square feet of living area and a 672 square foot 3-car garage. Plan #2 is two-story with 4,767 square feet of living area and an 806 square foot 3-car garage. Plan #3 is a two-story with 4,960 square feet of living area and an 876 square foot 3-car garage. Staff Comments: Staff supports the project design and layout with the houses facing either Etiwanda Avenue or the private community park. The loop street around the park creates both a focal point and a recreational amenity for the community. The landscaped paseo provides a pedestrian connection between Etiwanda Avenue to the community park improving access to the community and the residences facing Etiwanda Avenue. The houses are well-designed and provide design variety as well as a good mix of single and two-story house plans. 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: Recommend 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 DRC COMMENTS DESIGN REVIEW DRC2022-00348 - MANNING HOMES May 16, 2023 Page 4 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: Sean McPherson, Acting Principal Planner Exhibit A - Project Plans r _ A ppppl HHILLSIDE Z a z Q _ # a Q BANYAN H * * In J W W - Z HIG LAND ,._ - • F40PROJECT SITE a-on T + + _ /SELINE qp a-r . ` . z w cn Arm AO � � # • �~ m H N 1 5 w FOOTH ILL r * # _ SHEET INDEX Z >_ J v ARROW • . > Q 8TH 41P0, - • . - _ CIVIL: -,Or C-1 SITE UTILIZATION MAP 10 . C-2 TENTATIVE TRACT MAP VICINITY MAP • C-3 STREET SECTIONS N.T.S. • C-4 DETAILED SITE PLAN 41 - C-5 CONCEPTUAL GRADING PLAN f C-6 GRADING SECTIONS II C-7 CONCEPTUAL WALL PLAN ow 44 - F� -.�� A ' - 4L C-8 CUT / FILL SHEET (COLOR) 40 C-9 PRELIMINARY WATER QUALITY MANAGEMENT PLAN C-10 PRELIMINARY WQMP DETAILS Mkkl C-11 SITE PHOTOS * _ &ASLOIL1 F ONI, ift- LANDSCAPE A L-1 LANDSCAPE CONCEPT PLAN _ L-2 CONCEPTUAL ENLAGEMENTS - _ # ' '' .' ' ` L-3 TYPICAL FRONT YARDS * L-4 TYPICAL PRIVATE SLOPES - - - _ * • � �` ARCHITECTURAL N.A.P. IFA1 .0 PLAN 1 - FRONT ELEVATIONS I + A1 .1 PLAN 1A - SPANISH FLOOR PLAN " = A1 .2 PLAN 1 FLOOR PLAN OPTIONS A1 .3 PLAN 1A - SPANISH FRONT ELEVATION & ROOF PLAN x' 20 wr A1 .4 PLAN 1A - SPANISH BUILDING ELEVATIONS _ 15 22 r A1 .5 PLAN 1 B - CALIFORNIA RANCH FLOOR PLAN - A1 .6 PLAN 1 B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN F . _ A1 .7 PLAN 1 B - CALIFORNIA RANCH BUILDING ELEVATIONS A1 .8 PLAN 1 C - FARMHOUSE FLOOR PLAN 19 1 A1 .9 PLAN 1C - FARMHOUSE FRONT ELEVATION & ROOF PLAN A1 .10 PLAN 1 C - FARMHOUSE BUILDING ELEVATIONS -dw A2.0 PLAN 2 - FONT ELEVATIONS 18 - LOT A - A2.1 PLAN 2A - SPANISH FLOOR PLAN _ "* A2.2 PLAN 2 - FLOOR PLAN OPTIONS • LOT B A2.3 PLAN 2A - SPANISH FRONT ELEVATIONS & ROOF PLAN aft A2.4 PLAN 2A - SPANISH BUILDING ELEVATIONS A2.5 PLAN 2B - CALIFORNIA RANCH FLOOR PLAN Its * 12 "'` A2.6 PLAN 2B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN 17 ' Y' A2.7 PLAN 2B - CALIFORNIA RANCH BUILDING ELEVATIONS y A2.8 PLAN 2C - FARMHOUSE FLOOR PLAN 14 A2.9 PLAN 2C - FARMHOUSE FRONT ELEVATION & ROOF PLAN 1 A2.10 PLAN 2C - FARMHOUSE BUILDING ELEVATIONS - - • A3.0 PLAN 3 - FRONT ELEVATIONS 7 6 A3.1 PLAN 3A - SPANISH FLOOR PLAN _ A3.2 PLAN 3A - SPANISH FRONT ELEVATION & ROOF PLAN - R A3.3 PLAN 3A - SPANISH BUILDING ELEVATIONS = A3.4 PLAN 3B - CALIFORNIA RANCH FLOOR PLAN - 1 A3.5 PLAN 3B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN _ 4 A3.6 PLAN 3B - CALIFORNIA RANCH BUILDING ELEVATIONS - _ A3.7 PLAN 3C - FARMHOUSE FLOOR PLAN T VL i A3.8 PLAN 3C FARMHOUSE FRONT ELEVATION & ROOF PLAN �. A PLAN - FARMHOUSE BUILDING ELEVATIONS 3 9 3C OUS U G O S L PREPARED FOR: - .,� • t LEGEND F - MANNING HOMES LOW DENSITY ` * 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 L+ RESIDENTIAL IL y i V CONTACT.. CRAIG KOZMA r VERY LOW DENSITY TEL: (949) 250-4200 VL} -� PREPARED BY:41 f RESIDENTIAL MEDIUM DENSITY ` 'k � . M RESIDENTIAL MADOLE � � � � _ �� s302 Pn-rseuRW AVE,surrE 230 RANCHO=AMONC%k CA 9D30 } PHONE 909.48t6322 i Engineering Communities for life FAX: 909.481.6320 d � r TENTATIVE cX3 T CT NOm 20566 _ ` W RESIDENTIAL LOTS 1 -22 wit w JPcli v SITE UTILIZATION MAP . - - SUBTT 20566 DATE PREPARED: JANUARY, 2023All, a AL SHEET C- 1 OF 11 > xhibit A CITY OF RANCHO CUCAMONGA, COUNTY OF z SAN BERNARDINO, STATE OF CALIFORNIA Uj INCORPORATION BY REFERENCE BENCH MARK LEGAL DESCRIPTION GENERAL INFORMATION THESE APPROVALS REFLECT THE PLANS, STANDARDS, AND POLICIES WHICH WERE IN SET 2.5'BRASS DISK NORTHWEST CORNER OF CATCH BASIN 175'±SOUTH OF ARAPAHO THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO 1. EXISTING GENERAL PLAN: - STREET,32'±NORTH OF THE 1-210 BRIDGE ON THE WEST SIDE OF ETIWANDA AVENUE CUCAMONGA IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND IS EFFECT AT THE TIME OF ACCEPTANCE OF THIS SUBDIVISION APPLICATION. IT IS 2. EXSISTING LAND USE: VACANT A 37.62 TC '� '� STAMPED'RANCHO CUCAMONGA BENCH MARK 10070 A' DESCRIBED AS FOLLOWS 36.88 F L ��' � �b`b Q INTENDED THAT THE DEVELOPMENT AUTHORIZED BY THIS TENTATIVE TRACT MAP BE 3. EXISTING ZONING LOW DENSITY RESIDENTIAL w HILLSIDE o 37.95 TC cs�'�' O� �j0' O� '�+ CARRIED OUT IN CONFORMANCE WITH THESE DISCRETIONARY APPROVALS, UNLESS 4. PROPOSED GERERAL PLAN: LOW DENSITY RESIDENTIAL H z 36.18 FL "�O "��O D� + LOT 4 OF BLOCK 'H', ACCORDING TO PRELIMINARY MAP OF ETIWANDA COLONY LANDS, a z < O �Q� + AMENDED BY THE DEVELOPER. IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAND BERNARDINO, STATE OF 5. PROPOSED LAND USE SINGLE-FAMILY RESIDENTIAL a a BANYAN H 36.55 TX 03 h0 6. PROPOSED ZONING: LOW DENSITY RESIDENTIAL N H w 35.45 BX '\ �� G C� G CALIFORNIA, AS PER PLAT RECORDED IN BOOK 2, PAGE 24 OF MAPS, IN THE OFFICE OF w 35.53 TC 35.32 BX THE COUNTY RECORDER OF SAID COUNTY. 7. ADJACENT LAND USES: NORTH: EXISTING SINGLE FAMILY DETACHED RESIDENTIAL - 2 ° H I G LAND 34.92 FL 3 ' O r "� ,�'�O ��t� SOUTH: EXISTING SINGLE FAMILY DETACHED RESIDENTIAL u PROJECT SITE O O O EXCEPTING ALL THAT PORTION THEREOF CONDEMNED FOR STATE HIGHWAY EAST.EXISTING SINGLE FAMILY DETACHED RESIDENTIAL 7SELINE ": 35.25 TC ►�� J M PURPOSES, IN FEE SIMPLE ABSOLUTE BY FINAL ORDER OF CONDEMNATION RECORDED WEST EXISTING SINGLE FAMILY DETACHED RESIDENTIAL z w U) 34.64 FL '� Q 8. PARK REQUIREMENTS TO BE MET BY PARKLAND'IN-LIEU' FEES OR PARTICIPATION IN OFF-TRACT PARK Q w Q MARCH 7, INSTRUMENT N0. 20000077134, OFFICIAL RECORDS. m H 1 5 w FOOTHILL ,� �aa� -�- CONSTRUCTION ' N89053'55"W 99.81' w = w J = Q5 - G Q- - - "�� 9. CABLE TELEVISION SERVICE PROVIDED BY- FRONTIER COMMUNICATIONS z J v ARROW 3 9 T 33.70 TC 3 rod N - REti 10. SCHOOL DISTRICTS: Q 8TH N O - 0 iSO Tp ELEMENTARY: ETIWANDA SCHOOL DISTRICT 1 32.56 B 1VC 33.05 �, Nk,. ���_ _ N 2��Upq 3 HIGH SCHOOL: CHAFFEY JOINT UNION HIGH SCHOOL DISTRICT 2. 0 BX 1 - XIST. W 4j"� REC, yy�4�5g3244 Q 11. MULTIPLE FINAL MAPS MAY BE FILED PURSUANT TO SECTION 66456.1 OF THE CALIFORNIA GOVERNMENT CODE. �G I Z, PROP. ROW 30 ro 3 �2. DEVELOPER RESERVES T16E-RIGHT TO MERGE LOTS ON THE FINAL MAP Op'��q�Q O'���, •�� 1 2' 9 8 6.83' M O - 13. EXISTING TREES INSIDE THE TRACT BOUNDARY WILL BE REMOVED '10 3 nj�' 00�t,�`L 00 �4� + 2 0 �, -egg �, 14. THIS IS AN APPLICATION FOR A DEVELOPMENT PERMIT 3ti O O�. 1 1 1 v39 I �� - - - - - - - - - - - - _ - - - cLO� s ,Lpp �O (1430) CALIFORNIA D E PART M E NT 15. ALL SLOPES WILL BE A MAXIMUM OF 21, UNLESS OTHERWISE SHOWN AND APPROVED, INCLUDING PRIVATE VICINITY M A P F TRANSPORTATIONSIDE YARD SLOPES N.T.S. p°p 0 32. 0 FENCE �� - - 3 G 11 1 1 I �� �3azi - �1`` (INST. 20004111171,34 REC. 3�7�2000) 16. ASSESSOR'S PARCEL NUMBERS:0227-051-03-0-000 SCE (1428) Q� i - - ��� O� O (N.A. .) 17. ESTIMATED EARTHWORK QUANTITIES: - - �, CUT 31,100 CY 300 . �1= I � � I T � 1- C H H �,�Q�Ci I � - - - - - _ / �� � 00 � �� <�V � FILLS 31,100 CY O 1 1 29• �, �o 18. THE PRELIMINARY GEOTECHNICAL/SOILS REPORT WAS PREPARED BY GEOTEK, INC., DATED MARCH 15, 2022, 16 M � f►� 9. h (142 7 N O PROJECT NO.3115-CR TE /h S E PED ��� 14, 0 SF\°' 1 - 8 I I; 28.64 1 20 N68°4p49„ 19. STREET WITHIN TENTATIVE TRACT 20566 WILL BE PUBLIC t` 1 /I� 3 q -� 1 1 23,2O3 $F �\ `w �S O 20.FIRE PROTECTION SERVICES WILL BE PROVIDED BY THE RANCHO CUCAMONGA FIRE 1 8. 3 Q � c� 1 I � 1 O I I � I -� 8 p � � PROTECTION DISTRICT -11TQ� I 1 5 .3 21. CONSTRUCTION MATERIALS 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 I 1 1 1 149. M 1 22.ALL STORM DRAINAGE WILL BE IN ACCORDANCE WITH THE MASTER PLAN OF THE CITY OF �� RANCHO CUCAMONGA AND APPROVED DRAINAGE PLAN FOR TTM 20566 C6 I L 15,620.6 SF 23.PAD ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS OR MINUS 1 FEET � 24.ALL IMPROVEMENTS REQUIRED BY THE CITY OF RANCHO CUCAMONGA SHALL BE 1 I G (1425) Qv 3 INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER 15 N o V �� `� 1 1 111 0 0�'' ,Ih_� 1 962 SF I �24) ADDITIONAL RIGHT-OF-WAY LO LV X I DEDICATION TO THE C 1 1 a I RANCH CUCAMONGA I Q I 11 , tk`b 1 °� I �� 1' /o < Q 1 1 11 149.0' h � 19 ,`;', 1 � , I 1 I 14,984 SF - - - - - - � 1 IRS \j C� 1LU8 , . 111 ,OAP 1D � � 5 O 0 1UTILITIES N 14 N b 1 /- //� �3.3'_=5.4' -- �� --- �,� v 1 '`O'`�� CABLE ------------ - -- t- v WATER SEWER h 11,962 SF I -� `� 1�0' WID RIVATE ��. � CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS 23' I 1 I SEVVE EASEMENT �'�� 1 i I q ' 10440 ASHFORD STREET (877) 426-9117 P.O. BOX 638 RANCHO CUCAMONGA, CA 91730 D� p� r - - - - 1 �� V (909) 987-2591 0 1 1 I � 1 13 y lo �� 1 ,� F I � 145.1' SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 1981 W. LUGONIA AVENUE (877) 473-2013 I 1 �14 '< - - 133.9 - - -- I- i I I REDLANDS, CA 92373 - - - -- I 1 RANCHO CUCAMONGA, CA 91730 o _ _ __ _ LU (909) 335-7715 1 ►� I - - _- , -_-------- �. LJJ �� 91. o`� vx ti°�� ELECTRIC 1 1 I 1 1 i 1 1 -1 .0' ►�O SOUTHERN CALIFORNIA EDISON CO. 1 1 1 1 I- 1 I _ _ -_ _ 7951 REDWOOD AVENUE 1 I _ 13 "' 1 I J 1 I FONTANA, CA 92336 I 13,267 SF �' 1 ' 1 �� I �� Q �� ' I (909) 357-6581 co co - N� I 1 PROPOSED PRIVATE 78" -0POSED I� RIV TE \w' 11 064 SF DIA. SEWER LIFT STATION V141PUBLICSEWERC D � � 66" . CH �, EW R AIN I i I (1419) -i I 8)PRIVATE HOA MAINT [, ED _ TOTAL TOTAL ti FORCE MIN.3 " OVER vA vE x 1 - LOT NO. LOT AREA LOT NO. LOT AREA 1 1 o �' I �� _ �� I 2 SF SF � I 0 145.0 I 143.5 6 i 11 1 z :7 _ _ _ I 6 12,147 SF I LEGEND 1 _ 20. F 288.5 �I I I I 1 16,559 12 13,343 1 1 I 4 FS ,� LOT A i , I EXISTING STORM DRAIN ---SD---- FM BM F I TRA T 2 12 147 13 13 267 LO 2/6 COMBO WALL M __41\ - I OU ARY O �,� o co M 19,262 SF _ 1 �I 3 11,584 14 11,962 EXISTING SEWER SYSTEM a"s �, ap 12 I I 111 / 'r + 1 - 1 1 1 4 16,309 15 11,962 EXISTING WATER SYSTEM 12"w �1 1 gl � FS 288 5' i � � L 1 134.7 5 11,110 16 14,000 PROPOSED STORM DRAIN SYSTEM - SD - - - -- - . ' C3' 1_ - _ - - - - - _ 6 12,076 17 12,359 PROPOSED SEWER SYSTEM � 8„S Ci II � 1 z 1 h � 7 11 ,759 18 11,064 PROPOSED WATER SYSTEM 8"w � 8 11 ,473 19 14,984 PROPOSED LOT NUMBER 17 o 9 16,375 20 23,202 RETAINING WALL I - , IM co `LO I I I O 1 i�1 1 I o 10 13,339 21 13,555 6' HIGH BLOCK WALL WITH RETAINING - - - - - - - PRIVATE WQMP o I IIIJ__�,343 1 1 1 , 1 11,584 SF _ z 11 11 ,599 22 15,621 6' HIGH BLOCK WALL I Io o � 17 it TREATMENT i � 1 h SF p 12, F 1 1 - - - TENTATIVE TRACT BOUNDARY -- 1 PROPOSED 2:1 MAX. SLOPE STREET'A' 58,774 SF PUBLIC STREET iI PROPOSED FIRE HYDRANT 1 LOT A 19,262 SF PARK � co LOT B 10,103 SF PASEo STREET LIGHT �G I I Q I I 11 PROPOSED L u \ O� O I PRIVATE \ IJ \ J ADDITIONAL RIGHT OF WAY DEDICATION TO THE CITY UNDERGROUND CHAMBER 1 . SEWER MAIN 1 �' `b LOT C 7,637 SF LL 130.2' �� ►� ' OF RANCHO CUCAMONGA FOR STREET PURPOSES EXIST. C&G 4J' 1, 149.0' r 115. �' 1 1 111 Imo- - - 1 ��� - - - 1 � - - - P I SD GAS- 1 I I o� ��. - - - PREPARED FOR: I I I ` �` 15'STORM DRAIN 42 w I �1 I I I I 9 ���, �, ,� L=�, / �� I EASEMENT TOTAL NUMBER LOT AREA : 298,205 SF MANNING HOMES 12°ss I 0 11 o I I ,_ _ -28.0� _ TOTAL LETTER LOT AREA : 37,002 SF 20151 SW BIRCH STREET SUITE 150 h - - -3�5 �- - - - NEWPORT BEACH, CA. 92660 1 1 11,599 SF - - L-31.9 _ 1 ► AVERAGE LOT AREA : 13,619 SF 11 1 1 EWQMPTREATMENT � - - - - - - S- - - - - - - - - � GROSS AREA : 9.15AC CONTACT: CRAIG KOZMA 12°w �' - 11 TEL: (949) 250-4200 NET AREA : 6.89 AC PREPARED BY: � w 11 149_0'- � ��- > � DOLEQ 9302 P AVE,SUITE 230 Uj "' RANCHO CUCAMONGA,CA 91730 w b PHONE:909.48t6322 .6 °' EN TAINING Engineering Communities for Life FAX: 909.481.6320 I II N n o I I 23 1 17' 10 911 13,339 SF ' �� �, I 1 1 �1.• 0 � 8 6 � - 16 30 S 1 � TRACT NOm 20566 Q I 5 I I 11,473 SF DAP 11, 9 S 12,076 SF 11,110 SF II VALVE rL ��� h h 1,� ��' `p�P �P 0Q 09 9 � � � � � � � � G� o RESIDENTIAL LOTS 1 -22 G G , G - - - �45.0- - - - - - � - - - - -7 - - - - '� - � - 959 � - - - - - 7 - - 960_ � - - - J 11h C C X X X X X 89°55>_ 662.53' ►� �� X - X X X Cn TENTATIVE TRACT MAP L O - -t = - - - - -- - - - - -- - - - - -- - - - - - - - - - - - - - - �PROPOSED4' MAX. RET. Ocb'G �G� 01G _� -- - - - - - - - - - - - - - - - - - OD �� o - - - - - - - - - - - - - - - - - - - - - - - - - - - =- - - - - _- - - - ►�O �,��0 �vl� O QC� WALL WITH6'SCREEN O 09 2 Q ��, WALL, SEE WALL PLANS �� Q SUBTT 20566 b ME3 R FENCE � �Q' G QQ z 0£ ,73 TC 0 .50 ���P DATE PREPARED: JANUARY, 2023 0 52 T P ESS REG Cl SHEET C-2 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF z SAN BERNAROINO, STATE OF CALIFORNIAUj A w HILLSIDE Q H z 2 Q a Q BANYAN H Q H In J W W 210 HIG LAND Q PROJECT SITE SELINE o z w N w co N 15 w FOOTHILL LLJ = W J z u > J u ARROW 8TH 10 4-- VICINITY MAP N.T.S. PROPOSED PROPOSED R/W 60 R/W CL 30' 2' 12' 18' 18' 12' 2' 0.5' I 4' 7.5' 7.5' 4' 0.5' PROPOSED CURB PROP SED PROPOSED CURB PAD &GUTTER AC PAVING &GUTTER PAD 2% 1.7% 1.7% 2�% . 2:1 MAX. 1i �.i.,. ; � — ,.i.i�: <% 2:1 MAX. SLOPE PROPO yD P/ SLOPE PROPOSED SIDEWALK SIDEWALK "A" STREET SCALE: 1"= 10' T.I. =5, R=50 S'LY. R/W N'LY. R/W 42' CL 33' PROPOSED IMPROVEMENTS 0.5' 3' 12' 5' 22' 22' 11' P.A. COMM. TRAIL P.A. EXISTING IMPROVEMENTS EXISTING IMPROVEMENTS PER STD. 1002-B 4' 4' ~ PROP. 6' BIKE SCREEN WALL D v BIKE PER SEPARATE PLAN I LANE U i g LANE 3: EXISTING AC. Q 2:1 MAX. i 2' � PAVEMENT � 2 SLOPE - 2%- VARIES VARIES 2:1 MAX. PAD SLOPE PROPOSED PROP. FULL PROP. FULL PROPOSED CURB &GUTTER DEPTH AC DEPTH AC CURB &GUTTER HIGHLAND AVENUE SCALE: 1"= 10' T.I. =6, R=50 E'LY. R/W CL EXISTING IMPROVEMENTS 23' 21' 19, 2' 1' BENCH 4' I 0.5' v WALK Q 2:1 MAX. VARIES c/) _ SLOPE PAD REMOVE AND PROP. FULL REPLACE EXIST. DEPTH AC CURB AS NECESSARY ETIWANDA AVENUE SCALE: 1"= 10' T.I. = 6, R=50 PREPARED FOR: MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA TEL: (949) 250-4200 PREPARED BY: .111MADOLE W02 PI TSBURW AVE,SUM 230 RANCHO=AMONGA,CA 91730 PHONE 909.48t6322 Engineering Communities for life FAX: 909.481.6320 TENTATIVE TRACT NO . 20566 RESIDENTIAL LOTS 1 -22 cli TENTATIVE TRACT MAP SUBTT 20566 DATE PREPARED: JANUARY, 2023 Q SHEET C-3 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF z SAN BERNARDINO, STATE OF CALIFORNIAUj LOT TABULATION BUILDING TOTAL LOT PROPOSED A LOT NO. PLAN FOOTPRINT LOT AREA COVERAGE (%) FRONT TYPE (SF) (SF) SETBACK H HILLSIDE Z 1 113 4,559 16,188 28% 37 a zz BANYAN H 1436 2 2A 3,448 12,147 28% 37 N - w 3 2C 3,448 11,584 30% 37 w - 21° HIG LAND ame4 1 B 4,559 16,309 28% 72.4 u PROJECT SITE 5 3C 3,813 11,110 34% 37 - - SELINE 1435 ( `y' N 6 2A 3,448 12,076 29% 37 m `� v~, 15 w FOOTHILL O N89°53'55"W 99.81' ,�� 7 2B 3,448 11759 29% 37 '- _ w = w � �4 4I i I I "C' - - - ' 8 3C 3,813 11,473 33% 53.4 z u > J u ARROW I r N iffis _ U 9 3A 3,742 16,375 23% 79.9 > < 8TH N 10 2A 3,448 13,339 26% 54.5 11 s1 III o o - EXIST. ROW \ M LI RE O C(/CA3 0 NGA 11 3C 3,813 11,599 33% 53 1 N PROP. ROW O r440, 12 213 3,448 13,343 26% 58.5 N85"W 46.83'432 °' r X M 1430 13 1 C 4,559 13,267 34% 50 10 L_W3 - - 3 ^�`' 14 3A 3,742 11,962 31°% 52 VICINITY MAP CALIFO"IAEPARTMENT 15 3B 3,797 11,962 32/0 53 I 1431 1430 _ ;-�_� - `°zg �• N.T.S. 4z �� 8.E - - OF TRANSPORTATION 16 1A 4,559 14,000 33% 50 (INST. 2000- 7 34 REC. 3/ /2000 17 1A 4,559 12,359 37% 37.7 _ 7 1 1 1 1 PAD=29. - 9 28 ° ❑o PLAN 1A - -�L _ �� 19 2C 3,448 14,984 23% 64.8 1 1427 01 M - - NNO 20 2B 3,448 23,202 15% 95 I I I 1 la° 14,000 SF I V 04 42 21 3A 3,742 13,555 27% 43 LEGEND �28 � ° 22 1C 4,559 15,621 29/ 3723,203 SF EXISTING S STORM DRAIN ==_=sD---- 426 40' �� �.�`� 4' V AVERAGE AVERAGE LOT AVERAGE 5 EXISTING SEWER SYSTEM s 1' g� �Q \ LOT AREA COVERAGE FRONT SETBACK 1 i 3, 5 .3 ° EXISTING WATER SYSTEM w 1 1 � 13,619 29/° 50.6 PROPOSED STORM DRAIN SYSTEM sD - 161 °❑ ° �� �° - TOTAL LOT 1 - - 49. - - �/ `� .�`�� AREA PROPOSED SEWER SYSTEM s 1 1 22 PROPOSED WATER SYSTEM w I I I Zzo j LO 15 6 0.6 SF �� LI s 8 HI z4 299,622 PROPOSED LOT NUMBER 17 CE I I f 44' 1� 6 HIGH BLOCK WALL WITH RETAINING - - - - - - - �42s LOT A 1.35 AC PARK 6 HIGH BLOCK WALL - - - - III p I _2 ' I� PLAN 2 8 10� 8 i LOT B 0.23 AC PASEO TENTATIVE TRACT BOUNDARY 1 1 _ - 6.7 ��ti� 1� _ LOT C 0.18 AC ADDITIONAL RIGHT OF WAY DEDICATION TO THE CITY OF RANCHO CUCAMONGA FOR STREET PURPOSES PL N 3B 15 N �� / ,4z3 PROPOSED 2:1 MAX. SLOPE 1 W - �'42 1 962 SF -- ,��-2 7 / ® Q P 2 f 6 / \ PROPOSED FIRE HYDRANT ADDITIONAL 4' RIGHT-OF-WAY �- PLAN / 1 STREET LIGHT --O I W I I X DEDICATION TO THE CITY OF �. FF 22.67 / \ > I w a RANCH CUCAMONGA '` 10 PAD=22.0 \ 141 10, PL N ///�� �\ �� \ GROSS AREA : 9.15 AC UNDERGROUND CHAMBER ° ° 1 Q 1 53' A� ET AREA : 6.89 AC 1 III 149.0 � - - 1 19 �� _ •9' �;�; �'! �w S REET "All: 1.35 AC 3 .6 - 6. AI 11 Q T 14,984 SF �' - ISTURBED AREA: 10.26 AC I , - 4z3 45' � - 4 - - - - - �- = -��' ��� 's�. EXIST. IMPERVIOUS AREA: 9.60 AC ' s 041-r ' %;;°/ -� , `� \ ��A NEW IMPERVIOUS AREA: 2.95 AC F -2 . FF=22.77 - - -? 1.1 - W 8 ' I_ -= 4.8 PAD=22.1 ` - _ 33.3' _ M / CONSTRUCTION NOTES: NOTES 0 ���2 N PLAN 3A 14 N 32 P 2C 'I WIDE - �- 5.4 \ I 1 °° ^a 1,962 SF °O EWER I/ 6 \ I� INSTALL NDS(NATIONAL DIVERSIFIED SALES INC.)930 CATCH 1.SEE SHEET 6 FOR GRADING SECTIONS AND SITE CROSS SECTIONS I 23 1 /� �; \ BASIN WITH 9"GRATE(NDS990)OR APPROVED EQUAL. 2.SEE SHEET 3 FOR STREET SECTIONS EASEMENT I FF=19.97 I 1 � 2 INSTALL 3" P.V.C. DRAIN PIPE SDR 35 0.5% MIN. = t _I AD 19.3 52 3 7 1 ' h o, 1 LA 1 B ' 1 �� \ NOTE III � I O OMIT BLOCK AS NECESSARY FOR DRAINAGE I 7Q2i I I I I I I I I 11420 1 8 SF I S/Cis j\ \ CURB CORE AND INSTALL 3"P.V.C.PIPE OUTLET ALL IMPROVEMENTS WITHIN THE PUBLIC y __ 145.1' �L` I a' I °? Q� \ TRACT RIGHT-OF-WAY, INCLUDING STREET TREES SHALL BE 164 r 1 1 1 °' ELEV. BOUNDARY ELEV. INSTALLED PER THE PUBLIC IMPROVEMENT PLANS. 1 1 1 co �- �- _ 0 8 1 / I FG _ FG _ - - 133.9' / I 33. I AL- - / ^ I EXI ING IMPROVEMENTS - - - - - - �17, N / _ - _ W I LOC TED IN THE RIGHT OF OWNER/APPLICANT/DEI/ELOPER 1 1 1 1 O I 91. uJ WAY AND LINE OF SITE SHALL ,�I LO ELEV.TG F] 11o� - - - - _ - - - ' I I I _ I � �� � ELEV. ri ELEV. INV I I cn i 40' 45' I 1 I I I 1419 1 0' li AT T EBE I PECTED AND D DIRECTION OF MOE ED I FL/HP "' I I MANNING HOMES 1 FF=19. I I I 1 I 1 _ - - - - ITY OF RANCH CUCAMONGA I I I 20151 SW BIRCH STREET SUITE 150 - =1 _ - - - ELEV.TG 1 13 PL N 3B I liL 1 1 1 I I ELEV. INV 1 I I NEWPORT BEACH, CA. 92660 ,J 13, / � Q I LLI' I I CONTACT: CRAIG KOZMA I 1 1 U 1 II I _ 1 I `1 8.8' TEL: (949) 250 4200 267 SF T4iy I LEV. ELEV. FF= ��2 � 1 " PROPOSED PRIVATE 78" PROPOSED FL/HP� I FL/HP 2 BENCH MARK D- 11,064 SF 7�\ DIA. SEWER LIFT STATION I PRIVATE I it 11.2 I I PUBLIC SEWER CVWD I 141 PLAN 1C ' SEWER MAIN li 1�19��� I I I / I I I FF=100.67 66 DIA. CHECK I I PAD=100.0 SET 2.5" BRASS DISK NORTHWEST CORNER OF CATCH BASIN 175'± SOUTH PRIVATE HOA MAINTAINED I I 3 FORCE MAIN, MIN. 36"COVER VALVE BOX I I I I I �� - I GF-100.00 I OF ARAPAHO STREET, 32'± NORTH OF THE 1-210 BRIDGE ON THE WEST SIDE I o J J li VI I I I .� 3 - I OF ETIWANDA AVENUE STAMPED RANCHO CUCAMONGA BENCH MARK 10070 A 145.0' ��� / 143.5' ti ti 6 ' li �141s 115' - �I 6 ' i T I 21 SF ( bo I I 4 FS 20. F 288.5' T - 3 1 = 53.5' _ ELEV. N ELEV. I FF-17. - LOT A I 17.1 I - I - 2l6 COMBO WALL °?I - - c° i PLAN 2A BOUNDARY - - - Fc �_ UTILITIES 1 1 M �� co M I - rA262 SF / 1 1 -�_i WATER/SEWER CABLE 1 III 17 S , SF _ 1 1 1417 II I ELEV.TG CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS I I �� 1 ,� 288.5' _ - I �a��U�� ��� I 10440 ASHFORD STREET I I50 4 V.TG 6" CURB & 4 I ° 14 .0' _ _ _ - - - - _ _ 1 1L= .1 �� 6' °0 134.T - ELEV. INV GUTTER OELEV. INV (877) 426-9117 III o I I - �I I, I � P.O. BOX 638 co �f I1I 21�-41�-41�-4 I - I ��, RANCHO CUCAMONGA, CA 91730 = 2' TYPICAL LOT GRADING (909) 987-2591 1 1 z JI J 1 11 O o it 1 ' I I I I I I A I v SCALE: 1"=40' �4,6 FF=15.57 _ - Zo I I w GAS TELEPHONE 1 III 8 s 51' 36.7' PAD=14.9 I `� it I SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS FF=17.77 11 PLAN 1A li it `' I R PLDANI2B ^ 7 I� I 1 I REDLANDS, CA 92373 (877) 473-2013 0 1981 W. LUGONIA AVENUE I I PRIVATE WQMP I 11 584 SF 1� I I o o to TREATMENT a I I .� z / WALL OR FENCE BY 17 I I I�� RANCHO CUCAMONGA, CA 91730 c� 343 SF c�c h 12 F (909) 335-7715 I I 5 - r I i SEPARATE PERMIT I _ _ _ - ; / 7,1 FF . 7 43.5 i �� I', ELECTRIC I III --- -----91.0' --------- - 14j5 1 E 33 P =1 .0 SOUTHERN CALIFORNIA EDISON CO. 1 I I II III \\ -_ - - -- _ / rn N C 5' MIN. 5' MIN. 7951 REDWOOD AVENUE I 14�5 I I J I 3' MIN. 2'MIN. 2'MIN. T MIN. FONTANA, CA 92336 � , :PROPOSED � � 0 / 14 _ I -- \ / PRIVATE I VARIES 12„ 12" VARIES (909) 357-6581 1414 SEWER MAIN = TYP. = z EXIST. C&G i 149.0' 115. ' /- - 130.2' - - - F.F. TYP. co F.F. II 44' I � •ti /,� - �� - PUBLICS/ a IaI %- - MMA GAs _ a 4PREPARED FOR. 2-2 =M I 1 I 1 1 �.� � I � � �� --� ���� � I a III- "- _ M,1, -,,����1�1.1, ,1� =-ll.l= IT.�i�, �11 42"W I I cn � 15 ORM DRAIN _1 JJrI I_ LI1=lll- - L g t �\ L= .T S� EASEMENT I IIIIII �I I I F.L. F.L. @ii II III- 111�I II MANNING HOMES - ^ - 37 - - �'g6' III- ° @ 2/oMIN. _ _ / ,�,,, 11=�1 2/o MIN. 3I-w 1=11�I1i 20151 SW BIRCH STREET SUITE 150 12 SS I o -28.p' �- -III-III�II- III-IIIII- NEWPORT BEACH, CA. 92 1 4 s PAD= 11 L\ ^_ - - - - - - - - -- - _ /J �,� 1 '=1 I� ° PLA 3C 1 0 ) S 2.4'_ f _ L=31.95 -� - - - - CH, 660 1 11,599 t, - CONTACT: CRAIG KOZMA 12"W III I I PRIVATE WQMP TREATMENT 1 - `� - -a` ��, - M - - - _ - - - - - 63 - - I _ TEL: (949) 250-4200 2 J' T - 2.0' 30.5' - - - 1 ' 11 SECTION A A 2 PREPARED BY: 3o W III ° - - 7. 9. - o TYPICAL SIDEYARD SECTION - - - - 149.0' - FF=1 w w - -- F=11.87 I NTS PAD 14.3 p 4AD=11.2 II r' 1 N 3A 9 5' 9.51 3: w �� _ 10, PLAN 1 MAD 0 L E W02 P AVE,SUITE 230 Iqi- � 10, FF=14.07 FF-11.77 F= 1.7 1 RANCHO CUCAMONGA,C�91730 _ PAD-11.1 W PAD=13.4 o _ P D 11.1 FF=15.17 PLAN 2A rn END RETAINING J Engineering Communities for Life FAX 909.481.6320 04 55 LAN 2B �, �410 LA 3C Q 5' FF=13 ft - .17 �, PAD=14 - � 9 5' v PAD=12.5 N PLAN 3 N PLAN 2A 1 �47 23' 1 17' G' 7 1410 1 C �I �� 10 1 III 13,339 SF TENTATIVE 1409 II 16 30 S M 11,473 SF 11, 9 S 12,076 SF 11, 10 SF `° 3.5' I 1 T T NOm 20566 i I 1 I 1 1 RESIDENTIAL LOTS 1 -22 3:1 - - - 14 1 X X X X N89°55� 662.53' 1a - - - - TRACT BOUNDARY X ^,n X X X � L - - -_�_ - _ - _ __ - _ - - - = ao - - - _- - - - - _- - - _ - PROPOSED4' MAX. RET. 7109 - - --- - - - - - - - - - - - - - - - - - - - - - - - w- -- - - - - _- - - - a WALL WITH6'SCREEN a o WALL, SEE WALL PLANS M 40scli 141 SUBTT 20566 0 j no I DATE PREPARED: JANUARY, 2023 Q 7100 I SHEET C-4 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF z SAN BERNAROINO, STATE OF CALIFORNIA G G A 37.62 TC ti O w HILLSIDE o H Z 37.95 TC3 .88 FL 31 p�h Opp�•���++ a 36.18 FL `� '3 p� Q� a z BANYAN 3: 36.55 TX 03 h"��` �+ � G < H w LA 35.45 BX C� w z o 35.53 TC �o �� 3°' �o�� tk��� p�G a _ H I c LAN D 35.32 BX 34.92 FL 3 ' p 3 ' r 3 3� '� O�`l� (1432) - PROJECT SITE /SELINE 35.25 TC ►� ��� co Z w 0 34.64 F L 3�"\h� tQ m U a O� N89053'55"W 99.81' �� H - z U > J v w FOOTHILL 3 9T G - - - ' > a ARROW O 33.70 TC 3 rod N - RE(, !� 8TH - O c� OUj 3 .5 B HC 33.05 EP 30 - \ ���, - ��- _ OFRAN�NO C(/�qM�CITY 3 . NG 301 �Q I i 32. O BX - EXIST. ROW LANE �G h3 � REC. 1�42Z003244 A �G I �, PROP. ROW HT 440' njp' cs��o 9 ��O - X -x - - M O' n,"���� ►���Q�4��+Q� I 32.7 N89°53'55"W 46.83' _ --- -----------------X p� � �ti� � I �. o ,��' s��_ - - - - �� -��� -�- -_ _ - _ _ _ � �_ � p� � 'S R, �� CINITY MAP 3 p + 1�39 131.79 - - - - - - `l. oo N.T.S. p`l• '� �, '13�. - _ �� CALIFORNIAAOF TRANSPORTATION NT b`b I I 2. 0 (FENCE I � _ � (INST. 2000 O 7 34 REC. 3 /2000) 1 0. I SCEIMH PAD=29.8 P ' - �,• (N.A. . _ N Op I I 30O 19.82 �O �3 p , I I LECHH •�� ��, I T P _ 29. 16 M r I - - _ _ \ _ �� 763's� TE � E P 14,000 SF h 20 ``� C. �� LEGEND C' (� 2`5 8 `L• 28.64 WELL 1 23 203 SF Nsg°4ovg„w ---- ---- pp� 8. 3 L§ Q I 3.0' DIA 1Ss o4, w h�' EXISTING STORM DRAIN -_--SD---- § I EXISTING SEWER SYSTEM S 1 5 .36.0 TC Q EXISTING WATER SYSTEM w PROPOSED STORM DRAIN SYSTEM SD - - - - 149. ' - I \ \ \ ��\ `\ 24.5 F PROPOSED SEWER SYSTEM S II�� _� - - - - - - _ _ - PAD=21 .6 22 PROPOSED WATER SYSTEM w \ - - - - - ti cb I 0 0I II 15,620.6 SF \ 24 PROPOSED LOT NUMBER 17 - PAD=22.0 `L`� °X° 6' HIGH BLOCK WALL WITH RETAINING - - - - - - - ►� 1 -- G `l%`g I co`L \ Q� 3� ti ' (1422) 6' HIGH BLOCK WALL .7 N 25.5 TC` 24.o TC TENTATIVE TRACT BOUNDARY i I V 15 ��' 24 fTCx H PROPOSED 2:1 MAX. SLOPE �1962 SF / I I v �� o / 25.3 TC ►� v � I o U LID / � PROPOSED FIRE HYDRANT - \ ADDITIONAL 4' RIGHT-OF-WAY 24.7 TC Ln � 3� w0 I DEDICATION TO THE CITY OF / / h� A4 a �' \ �p �G STREET LIGHT III >LAU wx Of a RANCH CUCAMONGA // �/ 23.8 T C���4,� r �� �oq' �I UNDERGROUND CHAMBER `l� I Q I I 149.0' I o �b��//2 �� 1 III I / 3.8 TCR'� \• - - -� - I � z h ( 19 ��� 2�.3 TG`�= / �_ �'G�' •,� p �c Q I I 14,984 SF 12.4 1NV / �� ., / / O• - N/ n \,� - - - - - - - - - T- - - .0 V ► 20.7TC 1�`°% C� 1LLJ8 III I .OAP � ; - - ----� - - - �20.7Tc J�// \ NOTES O o / I 3��� ►�� �li� 1 4 �' - _ 5.4' 20.3 TC / '�' h _ Q -- ' `��GI G ` EARTHWORK SUMMARY III G � PAD-24.8 11,962 SF I I 17.4 TC 0.0 TC 1 .5 NV PAD=19.3 �C� �' \� Q� 1.SEE SHEET 6 FOR GRADING SECTIONS AND SITE CROSS SECTIONS 23' I 1 I I �%�� o ,Zp� I V CUT FILL 2.SEE SHEET 3 FOR STREET SECTIONS PA - 17.8 TC 17.9 TC 18.1 TC MASS EXCAVATION 19,000 CY 14,200 CY G P ►�� � i 18.2 FS �C,c �� SHRINKAGE (0.12%) - 2,414 CY NOTE D� tK • �Q' r _ _ 0.6/o GB I N I s1/C SUBSIDENCE 0.1 FT - 02 CY O I U_ Ip �� ;� ,� i 1 8 SF I 'S�j� v ( ) 2�2 ALL IMPROVEMENTS WITHIN THE PUBLIC 145.1' / O\O/ C - PAD OVEREX (3.0 FT) 12,100 CY 12,100 CY RIGHT-OF-WAY, INCLUDING STREET TREES - - - - - - - - I}7 .`�' 17.5 TC 18.1 TC EXPORT OVERSIZED SHALL BE INSTALLED PER THE PUBLIC 133.9 MATERIAL 184 CY IMPROVEMENT PLANS. 1 (OW) r�V J III C.2 - - - - - - - - - - - N \ TOTAL EARTHWORK 31,100 CY 31,100 CY ��►� o -- -_=-- --- - _-- I N I 16.2 TC p� - _-- _ 91' - -- - �� W I ��� IMPORT• 0 CY OWNER/APPLICANT/DEVELOPER - - O I _ _ _ �-- �0 16.4 TC pK. OQ �j - ' 1 1 135.0' ►� MAINNING HOMES II 16.3 TC I U) 20151 SW BIRCH STREET SUITE 150 _ _ _ _ �� GROSS AREA : 10.32 AC �ig2 h 13 "' ro�1 �i I �i - i I- �I I NEWPORT BEACH, CA. 92660 13,267 SF 6' 1 Q i CONTACT: CRAIG KOZMA I _ = I o i ^,A15 1 1 o I � NET AREA : 9.11 AC TEL: (949) 250-4200 PAD=22.4 18 PAD 19. 1 �--I VATE 78" PROPOSED �� I I �� /� I STREET "A": 1.35 AC 11 064 SF D A�SEW SPOSED EWER IT STATION PRIVATE I I i� I I / B I B �I y� - DISTURBED AREA: 10.26 AC BENCH MARK PUBLIC SEWER CVWD PRIVATE HOA MAINTAINED 66" DIA. CHECK SEWER MAIN �i - li ) O VALVE BOX la / Sl 6' PAD=17.1 - EXIST. IMPERVIOUS AREA: 9.60 AC SET 2.5 BRASS DISK NORTHWEST CORNER OF CATCH BASIN 175 t SOUTH FORCE MAIN, MIN.36 COVER I, �, o OF ARAPAHO STREET, 32'± NORTH OF THE I-210 BRIDGE ON THE WEST SIDE 2 » 117.EI 145.0' ` \ 143.5' _ - 6 ' �i I 11 6b' 12,147 SF II NEW IMPERVIOUS AREA. 2.95 AC OF ETIWANDA AVENUE STAMPED "RANCHO CUCAMONGA BENCH MARK 10070 A 1 ( 3�4 INV 4 FS 20. FS' 288.5' 01.5 1 V FM 06.4 �i� LOT��c��� 6 )2' 36' 1 I II TRACT 04. RIM_ M o 2/6 COMBO WALL INV T M i� - M - ;� I I A 11 BOUNDARY UTILITIES 19,262 SF I �' �� I I ° N - 16.0±RIM I_ r _ I �i U III O 17.8 FS o 3 SF o �, II WATER/SEWER CABLE 00.9 INV 14' �Q � 288.5' 1 _ _ ii _ � � o� ?i 22 T =7.11 134.7' CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS - - - - - - - - - - � 10440 ASHFORD STREET ' �i_ _ - - (877) 426-9117 11 I - - - - 7I ,I ° �. i `n I i� I� - - - - - - - - - - - - - -� - _ Q P.O. BOX 638 145.0 �- o I -� ��� 13.8 T 8.2' I N� RANCHO CUCAMONGA, CA 91730 z �O O i� 11.3TC I J i t i A ;z (909) 987-2591 II o it w I CA? J ;I z,_ ;I CD GAS TELEPHONE N I i� > � IdJ I 3 II I p SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 1981 W. LUGONIA AVENUE g77 473-2013 � �� 1��3 PRIVATE WQMP '� o � �'� � 1 I � REDLANDS, CA 92373 III I 12 PAD=14.9 1 I a ( ) I Io o Io1 17 TREATMENT � PAD 14 Q 11,584'SF � Z 1 h _ 13,343 SF o ICI 12.9 TC / 09.7 TCI RANCHO CUCAMONGA, CA 91730 O I PAD-17. 1 12,359 SF _ _ _ _ - - - - - - I (909) 335-7715 I � I ' 13.0 TC ��,- � �'�� � 9.6 T I � , _� � ,I - �I� ;�, SOUTHERN( CALIFORNIA EDISON CO. 7951 REDWOOD AVENUE ch PROPOSED 1 n I I c FONTANA, CA 92336 10.5 TC 08� TC \ 07.9 TC ��o I ��1cb (909) 357-6581 EXIST. C&G �J' 1, �c) 149.0' I 115. ' SEWER MAIN 130.2 ►��.' III ,� - - - -- - ---��--� � - 3 J� 50'VC ' 0/ I 11 PI=09.4 cp _ _ _ _ - - 1 PUBLIC SD o GAS o � 08.4 TC I PREPARED FOR: III I 09.4 TC 08.2 TIC I �, 42°w I I III PAD=15.7 ��• L=2.T ---- I I 5' STORM DRAIN MANNING HOMES _ 10.5 TC 07 8 TC I 1 EASEMENT �G I I 11- �11NV �� � S 20151 SW BIRCH STREET SUITE 150 - 05.7 INV-12 ss h F 11 599 SF 03. I - 2:4; - -L-28 0- - g / - - I Q NEWPORT BEACH, CA. 92660 ' ' j - - _ - - - v L 31. cv CONTACT: CRAIG KOZMA PRIVATE WQMP TREATMENT - - - 12"w �� - - - - - - - - - - - - I TEL: (949) 250 4200 o I 1 . QQ PREPARED BY: P I I 149.0' c3l MADOL E 02,�•� I � �, I � - - � - -� - - � - - - � � s302 mnWURGH Ave,surre 230 RANCHO CUCAMONGA,CA 91730 PAD=1 o PHONE:909.48t6322 10, �� I I � °' END RETAINING Engineering Communities for Life FAX: 909.481.6320 P N o co II N o j l 23 17' I ,o`? PAD=14.5 I I I PA - 1 .2TENTATIVE PAD=12.5 ti�� 10 �I 9 PAD=13.4 -11 . 1 PAD=11 . 1 ?p• I 1 p 13,339 SF 16,375 SF . IN 6TRACT NOm 20566 Q I E 11 4873 SF 11 9 S 12,076 SF 5 16,309 SF 3.5' T. (025> I o�h� II 5 E I I ��� v�P 11,110 SF '�po,• 11 VALVE ti;��`` �o �� ,IQ" ,p�Q' RESIDENTIAL LOTS 1 -22 IQ� 09.9 1o �C. G - -- - _ _445.0- -- - - - � - - - - - -7�1- _ - - - - - - - - -7M' - '� G - - �°'' G - 9�'9 - - - - - �` - �s5' t`'��- - _w.>a' - 0� 'co I h G X X x x x N89055'35"W 662.53' ►�O ��� - X X ��o• CONCEPTUAL GRADING PLAN L - - - _- - 41 _ - - - - _- - - - _ - - _- - - - - I(� TRACT BOUNDARY X X X p p h� - - - - E- - - - - - - - - - - - - - - - - - � - w - - - - - - - - - w PROPOSED4' MAX. RET. D g - - - - - - -- - - - - -- - - - - - - - - _ - _ - _- - - - - _- Off` Q �Q WALL WITH6'SCREEN O�G Q� O D` ° 08.3 09.2 Q M �G� \� O Q' \,� WALL, SEE WALL PLANS Q� `'' co`'� N O FENCE �• Q OG� SUBTT 20566 z ME ER � � Q' C� �� 0£ ,73 TC 0 .50 <E� �\�P DATE PREPARED: JANUARY, 2023 0852 T P ESS REG 1 G 08.�ICI0 1 SHEET C-5 OF 11 LU ooItx A, CITY OF RANCHO CUCAMONGA, COUNTY OF Uj SAN BERNAROINO, STATE OF CALIFORNIA A w HILLSIDE Q H 0 2 Q a Q BANYAN H Q H � In J W W 210 HIG LAND Q u PROJECT SITE SELINE S'LY S'LY. R/W CL N'LY. R/W TRACT w w N BOUNDARY PROPOSED IMPROVEMENTS H m N 15 w FOOTHILL Uj 0.5' 3' 12' 5' 22' 22' z u > J u ARROW PROPOSED 6' 0.2' PROP. 6' SCREEN WALL�I P.A. D.G. TRAIL P.A. EXISTING IMPROVEMENTS EXISTING IMPROVEMENTS > Q $TH Z SCREEN WALL PER PER SEPARATE PLAN SEPARATE PLAN i D SLURRY OVERLAY LOT 22 ADS REQUIRED BY CITY PROP. PVC EXISTING FENCE PROP. C&G PROP. C&G LOT 4 12" MIN. ENGINEER 2-RAIL FENCE 2% VARIES VARIES TO BE REMOVED 2:1 MAX SLOPE PAD= VICINITY MAP PROPOSED RET. WALL, EXISTING ������������� N.T.S. HEIGHT VARIES, 4 MAX. GROUND (VARIES) ,��i 1.1%± SECTION H—H SCALE: 1 =5 SECTION D—D SCALE: 1"= 5' PROPOSED PROPOSED R/W 60 R/W CL 30' 2'1. 12' PIN 011 18' 1 r 18' 12' 2' 0.5' I 4' 7.5' 7.5' 4' I 0.5' PROPOSED CURB PROP SED PROPOSED CURB PAD &GUTTER AC PAVING &GUTTER PAD 2% 1.7% 1.7% 2% ' 2:1 MAX. A'X� % � 2:1 MAX. SLOPE PROPOSED �''''''' 7P OPOSED SLOPE SIDEWALK SIDEWALK "A" STREET SCALE: 1"= 10' T.I. =5, R=50 PROP. R/W PROP. S'LY. R/W N'LY. R/W R/W 42' CL 33' P/L PROPOSED IMPROVEMENTS 170' 12' 0.5' 3' 12' 5' 22' 22' PIN 11' P.A. COMM. TRAIL P.A. EXISTING IMPROVEMENTS EXISTING IMPROVEMENTS 5' 7 PER STD. 1002-B 4 4' PROP. 6' SCREEN WALL I BIKE � ~ I 12' LOT A SIDEWALK I PROP. U SCREEN WALL v BIKE 4' _ , 0.5 PER SEPARATE PLAN ' P/L PER SEPARATE PLAN LANE v i LANE 7' 5' 35 I Q EXISTING AC. � 2� SIDEWALK PASEO 2:1 MAX. ° 2 cn PAVEMENT 3� 2% LOT 13 SLOPE 2/ VARIES VARIES 2:1 MAX PROP. 6' SCREEN WALL PAD �!`�'' �� 77;\T`7/7� — -� SLOPE 12" MIN. 2% PER SEPARATE PLAN _ i ,%;�ii>��i���i���ii��ii��ii�%i�!i PROP. FULL PAD=22.4 2/� / %��%/��%/��%/��%���%/���j��%��%��%A%��%V%V��i���i���i�V���V���V�;���;.��< ��' A,A��A a 5' VAR�Eg PROPOSED PROP. FULL ��i _ PROPOSED �1 711v i ^��'� PROP. CURB ���%����' SIDEWALK — PROP. RET. WALL, 4�MPX CURB&GUTTER DEPTH AC DEPTH AC & GUTTER LOT 12 ��ME��(. 2% HEIGHT VARIES, 2' MAX. L HIGHLAND AVENUE PROP. CURB PROP. WQMP SCALE: 1"= 10' T.I. 6, R=50& GUTTER INFILTRATION PAD=17.1 %��� %�;,� = SYSTEM PROP. RET. WALL, HEIGHT VARIES, 2' MAX. SECTION C—C SECTION G—G E'LY. R/W SCALE: 1"=5' SCALE: 1"=5' CL EXISTING IMPROVEMENTS 23' 21' 19, 2' 1' BENCH D 4' I 0.5' v WALK 2:1 MAX. VARIES U -_2% SLOPE PAD REMOVE AND PROP. FULL REPLACE EXIST. DEPTH AC CURB AS NECESSARY E'LY ETIWANDA AVENUE TRACT BOUNDARY SCALE: 1"= 10' T.I. =6, R=50 EXIST. PROP. 2" EXIST. U SCREEN WALL, 21 PROTECT IN PLACE EXISTING ETIWANDA AVE. 17' 4' 8' 12' VARIES �r-1 20'+ FENCE (EXISTING IMPROV'S) I LANDSCAPE DRIVEWAY LANDSCAPE VARIES 2' — EXISTING EQUESTRIAN TRAIL 2' I LOT 2 H ~D I 2% �— ❑ (VARIES) 0 2% I 2% N 5.4%± Q PAD=17.2 - - -- ��� GROUND �� PROP. CURB & GUTTER SECTION B—B SECTION F—F SCALE: 1"=5' 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: R I S'LY MADOL E 9302 PITTSBURC#I AVE,SUITE 230 WALL OR FENCE BY TRACT �'NCHO EPHON 9C48t ISEPARATE PERMIT BOUNDARY Engineering Communities for Life FAX: 909.481.6320 5' MIN. 5' MIN. T MIN. 2' MIN. 2' MIN. T MIN. 12" 12" - z PROPOSED 6' 2" TENTATIVE F.F. 00 2 TYP. TYP. 00 F.F. SCREEN WALL PER ��~ SEPARATE PLAN a a a 2�%M� o M�N� 2% M�N� EXISTING FENCE /M N 2��MPX 2�MM/N 5°lo MPS' TO BE REMOVED ; TRACT NO . 20566 LOT 10 i�i� �� (VARIES) RESIDENTIAL LOTS 1 -22 � ��/��/i � ��/ �� X.X%± F.L. @ %�� �ii�� %/ - T�������ii�� F.L. @ 2% MIN. 2% MIN. %����� ��% �������� ������ ������ EXISTING GROUND DING SECTIONS co CD co SECTION A—A SECTION E—Ecli SCALE: 1"= 5' SUBTT 20566 SCALE: 1"=5' DATE PREPARED: JANUARY, 2023 Q SHEET C-6 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF z SAN BERNARDINO, STATE OF CALIFORNIAUj A w HILLSIDE Q 0 H z azQ BANYAN H Q H � In J W w - --(2E�-7 HIG LAND )LU. _77= PROJECT SITE SELINE co i w w Q N H � 15 w FOOTHILL71 O N89°53'55"W 99.81' = w J u > J u ARROW co NA 8TH — C\' OF RANCHO CSC A I All O o in REC 11/4.2002244 LA ® \.N X ` X N89°53'55"W 46.83' a' - X � X \ 1 \ 10 S' R; VICINITY MAP - - �� �000 CALIFORNIA DEPARTMENT _ \ OF TRANSPORTATION N.T.S. (INST. 2000-0077134 REC. 3/7/2000) OP. 6' SCREEN WALLS (N.A.P.) O h 16 C6r �63�s� M ry oco 14,000 SF 20 -Y69 9„ \ Ij H=6' 23,203 SF 404 \ � H=6' 21 ` '�,6 \ I i 13,555.3 o I - - - - _ H=6' 22 - - - O II � H-6 - H=6'15,620.6 SF \ \ I � I� 15 � \ w Ili° 11,962 SF __ o ,'��� \ LEGEND Z 6' HIGH BLOCK WALL WITH RETAINING - — — — — — - w \ 6' HIGH BLOCK WALL WITH PILASTER — — — — �oQ ��� �� TENTATIVE TRACT BOUNDARY -- Q , = '� _ �� - PROPOSED 2:1 MAX. SLOPE Q 149.0' — — — 1Q, ,' _ "��\ HEIGHT OF EXPOSED WALL/FENCE H=6' �' Z I — 19 __ \ �o AT THIS DIRECTION >Q 14,984 SF / "\ PVC 3-RAIL FENCE Icb* It LU 8b II -- _ 33.3 NOTES o' IN 14 N L..... -- 4 ° 1°° 11,962 SF °O .�`� \ 1.SEE SHEET 6 FOR GRADING SECTIONS AND SITE CROSS SECTIONS 23' 17' 4' :y, \ \ \ 2.SEE SHEET 3 FOR STREET SECTIONS i I 11 1 \ 16,188 SF \ UTILITIES y ti 145.1' 11 (0_ „� WATER/SEWER CABLE I� CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS 1` � O = _ 133.9' _ I I 10440 ASHFORD STREET (877) 426-9117 P.O. BOX 638 N i —— —— —— —— w I I \ RANCHO CUCAMONGA, CA 91730 1 ❑ I H=6, _ 1 = (909) 987-2591 135.0' GAS TELEPHONE h I � �� \ SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 13 �' II REDLANDS1981 W. LUCONI9 AVENUE h 13,267 SF Q RANCHO CUCAMONGA CA 91730 (877) 473-2013 �I I = \ 18 I I I I (909) 335-7715 II 11,064 SF ' ; ; , ELECTRIC SOUTHERN CALIFORNIA EDISON CO. '� 7951 REDWOOD AVENUE 1 1 2 FONTANA, CA 92336 O 145.0' 143.5' ti 115' 1 12,147 SF (909) 357-6581 288.5' LOT _ 2' 1 ' ° IIM �, - id - co1 19,262 SF H- H=6' II IIFD II NOTES: 288.5' 1 I - o ° 145.0Ic! AM ' — -a-7� SEE LANDSCAPE PLAN FOR WALL C) coz I I I L=8. N DETAILS AND MATERIAL SPECIFICATIONS.2' II I I I ► I w ALL WALLS FACING PUBLIC VIEW WILL BE 1 1 CO I 1 1 1 M I DECORATIVE. 0 1 1 1 1 ', I I l0 12 0 17 11,584 SF z III 13,343 SF 12,359 SF cl I I I H=6' I H=6' b I c;I 16' 149.0' 11 115.2' 23. 130.2' , PREPARED FOR: o MANNING HOMES L= .T -- 6. SS) -- --- -3 20151 SW BIRCH STREET SUITE 150 III 11 599 SF �;4 4 29.4 -28 0 30'S'� --_ g' _ �- -- II NEWPORT BEACH, CA. 92660 — — L 31. CONTACT: CRAIG KOZMA TEL: (949) 250-4200 — — PREPARED BY: 149.0' H=6 H= I ,� =6' =6' , �Q MA D O L E W02 P AVE,SURE 230 1 H RANCHO CUCAMONGA,CA 91730 g N = =6' b PHONE:909.48t6322 0, = M END RETAINING Engineering Communities for Life FAX: 909.481.6320 4 CV � M M I N o N 23' 17' ' Q H=6' TENTATIVE I� 10 � H=6' H=6 H 1 I 13,339 SF 16,375 SF $ 7 I H=9.5' , I I O 1 11 473 SF 11 759 SF 12,076 SF 5 16,309 SF I 3.5' RET. I TRACT NO . 20566 11,110 SF II I RESIDENTIAL LOTS 1 -22 I - - - - 795' - - - — - - - - - - �60- - - — 1 I I X X x- - - - - - - - - X — X - - -X X X X N89055'35"W 662.53' - - - - - - - - - - - - - - - - X X X X X w w w 6 w PROP. 4' MAX. RET. WALL WITH 6' co II II Of PROP. 3' MAX. RET. WALL WITH II II SCREEN WALL. EXISTING WALL 6' SCREEN WALL. EXISTING `'' _ _ :;j. TO BE REMOVED N WALL TO BE REMOVED SUBTT 20566 zz n° I DATE PREPARED: JANUARY, 2023 Q SHEET C-7 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF Uj SAN BERNAROINO, STATE OF CALIFORNIA A w HILLSIDE Q H z a zQ BANYAN 3: Q H � In J w w 210 HIG LAND Q u PROJECT SITE SELINE I z w cn w m H N 15 w FOOTHILL O w = w J z u > J u ARROW 8TH Pll 10 VICINITY MAP ' \ N.T.S. --0.3 1.8 2.2 2 .1 -2.4 -0.1 2.6-- 0.9 2.8 3.2 3.3 3.1 3.5 3.6 - - -4.7 -4.4 -4.4 -2.5 0.5 II 1.5 3.9 3.8 3.8 3.8 3.8 3.8 3. -4.2 -4.2 -4 A -4.2 -3.9 -3.7 0.5 1.7 1.8 0.9 1.4 1.7 2.0 1.9 -3.7 2 -3.4 -4.1 -3.4 -3.0 0.3 2.5 2.2 2.1 1.9 1.7 2.1 1.9 -2.0 -2.7 -3.2 -2.2 -2.3 -2.5 -2.8 -3.4 -3.2 -2.8 -2.4 -2.5 -3. 1. 0.6 1 0.8 2.7 2.7 2.7 2.7 2.7 2.7 2.1 -1.9 -1.9 -1.9 -1.5 -1.9 -2.2 -2.3 -2.4 -2.4 -2.4 -2.3 - -2. 1.1 1.2 .9 0.4 3.1 3.1 3.0 2.7 3.3 3.4 2.5 -1.5 -1.0 -0.9 -1.2 -1.2 -1.8 -1.6 -1.7 -1.6 -1.6 - - 4 1.9 -0.8 \ -0.2 2.3 2.2 2.1 2.2 2.4 2.4 1.3 -0.9 -0.9 -0.9 -0.6 -0.8 -1.2 -1.2 -1.4 -1.1 -1.0 -1.2 - - 0. 0.7 -2.6 -2.4 -2.3 � I -0.2 1.9 1.8 1.8 1.8 1.8 1.8 1.3 -0.5 -0.5 -0.4 -0.2 0.1 -0.3 -0.5 --0.7 -1.9 -2.3 -2.2 - - 0/5 -1.7 -1.7 -1.7 -1.7 -2.2 \ 0.2. 2.7 2.3 2.4 2.8 2.8 1.9 1.2 -0.2 0.1 0.1 0.1 0.1 0.1 -1.2 -4. -5.5 - . -5.3 -5.0 -4. - - - - 0 -3.2 -2.6 1.9 -1.1 -0.9 -1.2 -1.3 -1.5 -2.0 \ \ i - - / - - - - - - - � \ 0.2 3.0 2.8 2.8 3.1 3.5 1.8 1.2 0.2 0.5 0.1 0.5 0.8 0.6 3 4 .7 5.2 5.0 4.7 4.2 4.0 -3.9 -3.7 � 1.1 LEGEND Al-0.3 2.6 2.4 2.3 2.7 2.7 2.7 3.2 0.8 i.2 1.2 1.4 1.1 -0.1 i-4.7 -5.4 -4.9 -4.6 -4.1 -3.9 -3.5 i C U T AREA o FILL AREA -0.6 1.9 1.8 1.6 2.0 2.4 2.4 1.8 -1 0 -0.9 -0.9 -.0.9 -0.9 -2.0 -4.8 -5.1 -5.1 -4.2 - - -2.9 - - -2 2 - - -2.1 - - -2.5 -3.4 3.5 �3.1 0.3 0.2 0.3 0.3 ' I , I � I AREA SUMMARY -0.2 2.4 2.4 2.5 2.6 3.3 3.4 2.7 -0.5 -0.7 -0.4 -0.6 -0.9 -1.3 i-4.6 -4.8 4.7 -3. -4.8 -4.6 -4.4 -4.6 -4.6 3.1 -3.6 1.6 , \ I � � , ' GROSS AREA = 10.32 AC f I I I \ NET AREA = 9.11 AC 0.3 2.8 3.2 3.4 3.4 3.4 3.5 3.0 0.1 0.7 0.4 0.3 0.1 -0.3 -3.8 -4.2 -4.4 -3. -4.7 -4.5 -4.2 -4.2 -4.4 3.5 -4.4 1.0 DISTURBED AREA = 9.1 AC I 0.4 3.9 4.1 4.0 4.0 4.1 4.4 1.1 1.1 1.2 1.1 1.1 1.0 1.0 -3. -4.3 -4.2 -3.4 -4.0 -3.7 -3.7 -37 -3.8 13.7 0.9 - -- - - - - -- - - - - - - - - - - - - - -- - - -. - - - - - - - - - - - - - - - - - - - - -- - -- - - - EARTHWORK SUMMARY 0.5 0.7 1.1 0.8 0.8 1.0 0.9 1.4 1.3 0.9 0.2 -0.1 -1.0 0.6 -3. -4.0 -3.8 -3.� -3.3 -3.1 -3.2 -3.4 -3.2 i3.7 - 0.3 CUT FILL MASS EXCAVATION 19,000 CY 14,200 CY SHRINKAGE (0.12%) 2,414 CY 0.8 0.9 0.7 0.4 0.4 0.3 0.5 0.4 0.2 0.1 -0.4 -0.6 -1.5 1.1 3. -3.7 -3.6 -2.6 -3.0 -3.0 -3.3 -3.0 -2.7 r3.6 _ SUBSIDENCE (0.1 FT) - 2,202 CY - - - - - - - - .- - - .- - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAD OVEREX (3.0FT) 12,100CY 12,100CY EXPORT OVERSIZED I 0.0 1.1 1.1 0.6 0.8 1.0 1.1 0.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.3 -3 4 -3.6 -3.4 -2.2 -2.5 -2.6 -2.7 -.2.8 -2.7 .3.9 -4.5 MATERIAL 184 CY TOTAL EARTHWORK 31,100 CY 31,100 CY IMPORT- 0 CY Q 2 .4 1.6 1.9 0.6 -0.5 -0.4 -0.5 -0.5 -0.6 -1.2 13.3 -3.3 -3.0 -2.0 -2.5 -2.5 -2.5 -2.5 -2.4 i4.1 -4.9 0.4 Q Q 0.7 2.0 2.2 2.1 2.1 2.3 2.4 0.5 -0.1 -0.1 -0.1 -0.1 -0.1 -0.7 -2.8 -3.0 -2.6 -2.�z \ -2.1 -2.5 -3.3 -3.9 -3� -4.3 5.3 5.8 - 7 0. 0.9 2.7 2.9 2.3 2.7 3.0 3.0 0.7 0.9 0.9 0.8 0.7 0.6 -0.3 I -2.7 -3.3 -2.8 -3.5 - - - -5-9 -5 5.5 -5.4 -5.3 -0.4 LLJ 0.4 1.7 1.7 1.7 1.7 1.7 1.7 0.8 0.7 0.4 0.3 0.5 0.5 0.3 -1 \9 -2.7 -3 -1 4 :2 -4 9 9 -5 - -5.0 1 \ PREPARED FOR: I 0.3 2.5 2.7 2.0 2.4 2.2 2.5 0.9 1.3 1.3 1.2 1.1 1.3 1.3 0.2 `-\ .5 -2\9 \6 - - .� 3 MANNING HOMES I I �- - - 20151 SW BIRCH STREET SUITE 150 I 0.7 3.1 2.8 2.7 2.7 2.7 3.3 1.6 1.5 1.5 1.3 1.3 1.8 2.0 1.7 0.6 -0.8 VA - - - - - - I o NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA II TEL: (949) 250-4200 3.6 3.7 3.6 3.7 3.7 3.8 2.3 2.1 2.0 1.8 2.1 2.2 2.5 2.4 2.4 1.3 1.3 1.4 - -0.3 0.1 0.1 0.1 PREPARED BY: ® W I I v 5 2.9 3.4 3.5 3.5 3.1 2.7 2.4 2.3 2.3 2.7 2.6 2.6 2.7 1.7 1.6 1.6 1.7 0.2 0.5 0.6 0.8 0.8 MA D O L E 9302 PffTSBURW AVE,surrE 230 n RANCHO=AMONC%k CA 91730 PHONE:909.48t6322 0.6 1.5 1.5 1.5 1.5 1.5 3.3 3.1 2.7 2.6 3.3 3.3 3.3 3.4 2.4 2.3 2.4. 2.4 0.7 1.0 1.1 1.1 1.1 1.4 1.2 Engineering Communities for life FAX: 909.481.6320 � I 1.5 1.5 1.7 3. 3.3 3.2 3.3 3.5 3.5 3.5 3.5 2.4 2.5 2.6 2.7 3.1 0.9 1.0 1.1 1.4 1.7 1.9 TENTATIVE o 1.9 3.3 3.3 3.5 15 3.5 3.5 2.4 3.1 3.3 3.4 0.9 1.0 1TRACT NOm 20566 RESIDENTIAL LOTS 1 -22 3.5 3.5 3.5 2.4 3.0 3.4 3.4 3.4 I I x x x X- - - - X - - - - - - - - - - - - - X X X X CUT FILL MAP cli ° SUBTT 20566 n° I I DATE PREPARED: JANUARY, 2023 Q SHEET C-8 OF 11 LU > CITY OF RANCHO CUCAMONGA, COUNTY OF z SAN BERNARDINO, STATE OF CALIFORNIAUj RESPONSIBLE PARTY FOR MAINTENANCE & INSPECTIONS: A MANNING HOMES w HILLSIDE o H z 20151 SW BIRCH STREET, SUITE 150 a Q BANYAN H NEWPORT BEACH, CA. 92660 a H HOME OWNERS ASSOCIATION TO MAINTAIN AFTER COMPLETION AND TURNOVER �' w w 210 HIG LAND FORM 5-1 WATER QUALITY BMP INSPECTION AND MAINTENANCE SCHEDULE Q PROJECT SITE BMP MAINTENANCE FREQUENCY u SELINE CLEARING AND EVERY APRIL & i I Z w vi CONTECH CDS VACUUMING OF SEDIMENT Q w Q 2015-4 AND DEBRIS WITHIN OCTOBER m H N 5 w FOOTHILL PRETREATMENT AND w = w w 1 =00 CLARIFIER ( MANUFACTURER'S _ HI APPROVED EQUAL) AFTER MAJOR RAIN Z u � J u ARROW G/qL p A ) RECOMMENDATIONS. EVENTS Q $TH CLEARING AND III M ■ VACUUMING OF SEDIMENT M PERFORATED AND DEBRIS WITHIN PIPE EVERY BEER & RETENTION/ PER MANUFACTURER'S OCTOBER o o • INFILTRATION AND ® 4X X M N DR BOU A PIPES RECOMMENDATIONS. AFTER MAJOR RAIN EVENTS 10 1 - - - - - _ Y- � - W CLEARING OF EVERY APRIL & VICINITY MAP I �111 — M CATCH SEDIMENT AND DEBRIS OCTOBER N.T.S. BASIN WITHIN BASKET PER AND _ FILTER MANUFACTURER'S AFTER MAJOR RAIN ° — INSERTS RECOMMENDATIONS. EVENTS Ili AI I ° NAP. STORM REPLACEMENT OF El III o �❑ DRAIN STORM DRAIN STENCIL AS NEEDED LEGEND: J 0 STENCILING TO MAINTAIN VISIBILITY. I i ° 16 — DCV DESIGN CAPTURE VOLUME O ALL FUTURE MAINTENANCE, 2 20 r� SF SQUARE FEET (FT ) APPLICABLE INSPECTION, REPAIR, CF CUBIC FEET 3 STRUCTURAL SOURCE ETC. AS APPLICABLE I I I I I�Z_l ° ° ° I \ CY CUBIC YARDS ) CONTROL AND FOR ALL BMPs THAT T BE DETERMINED I � \ NON-STRUCTURAL APPLY DURING FINAL VRET RETENTION VOLUME III SOURCE CONTROL DESIGN OF PROJECT. DMA DRAINAGE MANAGEMENT AREA ° I BMPs PROP. PROPOSED iI 1 i i o° � I EXIST. EXISTING \� �� M DRAINAGE AREA BOUNDARY -- — — — —I— —� — — — �2 EXISTING 1.0' CONTOUR I I II I PERVIOUS/ LANDSCAPE AREA I ° ° PROP. R/W41 CONCRETE/ IMPERVIOUS AREA II II r 151 I III DA 1 WATER QUALITY RETENTION/INFILTRATION � ® 1 I TREATMENT AREA=323,237 SQ. FT. (7.4 AC.) J / �' ° DRAINAGE AREA AREA IMPERVIOUS VALUE US DCV QBMP ° ° SYSTEM 1 "' �I DA2 I a IMPERVIOUSNESS = 30% (2 DU/AC.-FIGURE C-4) /I AREA III I TREATMENT AREA=126 196 SQ. FT. 2.9 AC. A DCV = 10,736 CU. FT. 1 I IMPERVIOUSNESS = 30% 2 DU/AC.-FIGURE G4 °° QBMP 0.6 CFS �� ° �\ SQ. FT. ACRES % CU. FT. CFS DCV = 4 192 CU. FT. ) 4 V = 10,891 CU. FT. 101% DA1 323,237 7.4 30 10,736 0.6 III , ° ° ° RETENTION ( ) QBMP = 0.2 CFS = y = ° QTREATED — 0.7 CFS ° �� DA2 126,196 2.9 30 4,192 0.2 I V = 4,224 CU. FT. (101% I ° III RETENTION \ ) ° _ 1 W TREATED 1 ° ° ° ° — — I I Q = 0.7 CFS � � ° °° � �� � c� I 1 z III ' °/° S ——° S° DIAMETER LENGTH SYSTEM PRETREATMENT I W I d ° �4 ° �,i. W Ji Ji Ji / �/ � DRAINAGE SYSTEM OF OF RETENTION % OF DCV 1 �� ° ° ° AREA # PIPE PIPE PRETREATMENT CAPACITY VOLUME 11 Q 23 ° 117' Q 1 ��° 1 °I FT FT CFS CU. FT. /° I 0 1 ° ��PROP. C&G DA1 1 5 360 CDS2015-4 0.7 10,891 101 ° I I z 1I1 � /� DA2 2 3 294 CDS2015-4 0.7 4,224 101% °° 1 < 1 1 �� 1 ° III II o ° ° ° �k — � � � � °' PROP. C&G — — ° W ° ° ° I WATER QUALITY MITIGATION SUMMARY: LU W° ° DA 1: STORMWATER RUNOFF AND NUISANCE FLOWS WILL ENTER "A" STREET AND GUTTER FLOW TO TWO PROPOSED CURB OPENING INLETS ON THE SOUTH SIDE 4 I I - LOT A J U� ° OF "A" STREET WHERE THE WATER QUALITY RUNOFF WILL BE DIRECTED TO A ° 13 ° i �� i ° _ i PRETREATMENT CLARIFIER AT THE SOUTHEAST CORNER OF LOT A. THE III I ° i CLARIFIER WILL BE RESPONSIBLE FOR REMOVING SEDIMENT, TRASH, DEBRIS, vi ° = ° ° °� ° I I AND POLLUTANTS FROM THE RUNOFF BEFORE BEING ROUTED TO A PROPOSED UNDERGROUND RETENTION/INFILTRATION SYSTEM. THE SYSTEM WILL CONSIST ° ° I OF A 60-INCH PERFORATED RETENTION PIPE UNDERLAIN BY A GRAVEL BED. THE I I PIPE WILL STORE THE WATER QUALITY VOLUME AS IT IS INFILTRATED INTO THE GRAVEL BED AND SURROUNDING SOILS. �� � � �� � ° L 6 ' �� 115' g0 I DA2: STORMWATER RUNOFF AND NUISANCE FLOWS WILL ENTER ETIWANDA I I AVENUE AND GUTTER FLOW TO A PROPOSED CURB OPENING INLET TO THE ' SOUTH WHERE THE WATER QUALITY RUNOFF WILL BE DIRECTED TO A 2' 36' 12'° III FM'' — ILM i 1 PRETREATMENT CLARIFIER AT THE SOUTHWEST CORNER OF THE JOB SITE. THE II ° M ALL ° ° ° q° ° WQ SYSTEM ��I 1 1 CLARIFIER WILL BE RESPONSIBLE FOR REMOVING SEDIMENT, TRASH, DEBRIS, ° °° ° I ° ° (SEE DETAIL 1) �, AND POLLUTANTS FROM THE RUNOFF BEFORE BEING ROUTED TO A PROPOSED 5'. UNDERGROUND RETENTION/INFILTRATION SYSTEM. THE SYSTEM WILL CONSIST w OF A 36-INCH PERFORATED RETENTION PIPE UNDERLAIN BY A GRAVEL BED. THE J I I o _ _ _ _ " �D i — — — — — — — — — — — — — _ _ PIPE WILL STORE THE WATER QUALITY VOLUME AS IT IS INFILTRATED INTO THE U ( — ° ° PROP. C& GRAVEL BED AND SURROUNDING SOILS. 01) ui/ ° 1 III ° v ° I PRETREATMENT I I 12 I 17 �� � � �I _ � CL RIFIER ❑� �, �, � 1 WATER QUALITY BMP NOTES: 1 I _ _ _ ° ° SCALE IN FEET CONTECH CDS2015-4 CLARIFIER (OR APPROVED EQUAL): STORMWATER QUALITY RUNOFF 0 30 60 90 120 ��_ _ _ _ ___ 1❑ AND NUISANCE FLOWS FROM THE PROJECT SITE WILL BE DIRECTED INTO A CLARIFIER 4 PROP. CURB BEFORE ENTERING THE INFILTRATION SYSTEM. THE CLARIFIER WILL REMOVE TRASH, INLET' v I DEBRIS, SEDIMENTS, OILS, AND POLLUTANTS FROM THE RUNOFF BEFORE ROUTING IT TO 0 ° THE INFILTRATION SYSTEM. 60" PERFORATED RETENTION PIPE AND INFILTRATION GRAVEL BED: AS CLEAN WATER FROM I I — — —�� ° � — — — — THE CLARIFIER ENTERS THE SYSTEM A PORTION OF THE WATER WILL INFILTRATE THROUGH 1 0111 11 1 — — _ — _ — — — — __ / — — ° PUBLIC SD THE GRAVEL BED UNDERNEATH THE PERFORATED PIPE. AS THE SOIL BECOMES I I ° \ °°° ° SATURATED THE 60" DIAMETER PIPE WILL RETAIN THE REMAINDER OF THE WATER QUALITY PREPARED FOR: PROP. C&G ° STORM UNTIL IT DRAWS DOWN INTO THE SOILS BELOW. DIVERSION MA OLE ° ° / ° °° °° MANNING HOMES ° ° � � � � �\ � � °� OP'° ° ° � � �- 15' STORM DRAIN ° P ° 36" PERFORATED RETENTION PIPE AND INFILTRATION GRAVEL BED: AS CLEAN WATER FROM � -STORM EASEMENT DRAW— ° 3 THE CLARIFIER ENTERS THE SYSTEM A PORTION OF THE WATER WILL INFILTRATE THROUGH 2O151 SW BIRCH STREET SUITE 150 _ \1, THE GRAVEL BED UNDERNEATH THE PERFORATED PIPE. AS THE SOIL BECOMES ° ° ° NEWPORT BEACH CA. 92660 4 INLET —�� a_ _ ° ° j SATURATED THE 36" DIAMETER PIPE WILL RETAIN THE REMAINDER OF THE WATER QUALITY III I I o ° A/ � ° S� ° S ° ° -- STORM UNTIL IT DRAWS DOWN INTO THE SOILS BELOW. CONTACT: CRAIG KOZMA ° ° ° / TEL: (949) 250-4200 I 1 1 ° ° _ — ° ° i CATCH BASIN STENCIL- "NO DUMPING WE LIVE DOWNSTREAM" OR APPROVED EQUAL ON EACH CATCH BASIN PREPARED BY: L _ _ _ — 1 ® III ° ° ° J AVOID COMPACTION, OR SCARIFY SOILS UNDERNEATH INFILTRATION SYSTEMS BEFORE — -- -- INSTALLATION. III II I �� � - - � - - � - - - � � � � MADOLE 9302 PITTSBURC#I AVE,SUITE 230 I 41 41 41 � NOTE: INFILTRATION SYSTEMS MUST BE INSTALLED ON "UNCOMPACTED SOIL". IF : RANCHOCUCAMONCIkCA9D30 1 1 cf) �1 1 SUBGRADE IS COMPACTED, THE CONTRACTOR MUST RECONDITION THE SUBGRADE UNDER PHONE:909.48t6322 I III a J THE BMPS TO SIMULATE AN UNCOMPACTED STATE Engineering Communities for Life FAX: 909.481.6320 PR URB 1I � II IN T 10 W S STEM (SEE DETAIL 2) �� v �� TENTATIVE 11 I /, 0 II � 4 II II 1 � g 7 5� TRACT�6 � NO . PRETREATMENT RESIDENTIAL RESIDENTIAL LOTS 1 -22 CLA IFS: IER 1 NEF-1111111111111" MENEX f GEMENT PLAN X X X 11 X — — — _____- TRACT BOUNDARY/ WQMP BMP AS-BUILT CERTIFICATE o ^ DRAINAGE AREA cli I HEREBY CERTIFY THAT THE NECESSARY STORM WATER QUALITY MANAGEMENT PLAN S UBTT 20566 zz STRUCTURAL STORM WATER TREATMENT DEVICES HAVE BEEN CONSTRUCTED AND ARE DATE PREPARED: JANUARY, 2023 Q FUNCTIONAL TO THE BEST OF MY KNOWLEDGE AS OF THE DATE BELOW. SHEET C-9 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF z SIGNATURE DATE SAN BERNARDINO, STATE OF CALIFORNIALU I I I i I I II � III 1 2 g 2 rw I ; II HILLSIDE o I � BAN AN— — — — — — — — — — — — W- 210 HIT LAND _ I u PROJECT SITE /SELINE 87 _ z U) I I O � m w a 15 J FOOTHILL J 2 L J 2 z u u ARROW I I i I it = � I ? I I I I > a � o O o 0 0 0 00 0 a0 00 0 Oo O o o �O�oO o0� 0 00 00�q I I 8TH - I I I I I ACCESS MAN 0 E _ I C� I VICINITY MAP l i o O l N.T.S. I N II II II I � i � I I li it o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , I I III I � I MAINTENANCE ACCESS RISER ,� ������� °Q� ��hh` I I I — - - FINISHED GRADE - LOT 'A' B , B I II jl �I 105 PC Ii PROP. CDS2015-4 cn o / (OR APPROVED I0 1 1 -z 3' — III EQUAL) I I — O 1 — _ � O O O O O O O O Lo 0 'c Ir-I \ / 21 51 2' 5' 2 5' 2' 5' 2� �- L0 Z) 1 "-2" CLEAN LO - -- cli WASHED DETAIL 1 —Ij � , 16 - GRAVEL SCALE: 1"=10' — I II III 60" PERFORATED RETENTION/ - - _ GEOTEXTILE/ FILTER FABRIC INFILTRATION TO BE PLACED AT TOP, SYSTEM BOTTOM, AND SIDES -PER I — ENGINEERS I I RECOMMENDATION 2 SECTION A-A SCALE: 1 "=5' I 3' I I CDS2015-4-C DESIGN NOTES CENTER OF CDS STRUCTURE,SCREEN AND THE STANDARD CDS2015A-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME FIBERGLASS SEPARATION SUMP OPENING CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CYLINDER AND INLET A a , CONFIGURATION DESCRIPTION A _ - GRATED INLET ONLY(NO INLET PIPE) _ y GRATED INLET WITH INLET PIPE OR PIPES I I 7t CURB INLET ONLY(NO INLET PIPE) I I O FLOW - � � - �^ I - CURB INLET WITH INLET PIPE OR PIPES r SEPARATE OIL BAFFLE(SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) f� SEDIMENT WEIR FOR NJDEP I NJCAT CONFORMING UNITS _ ? TOP SLAB ACCESS ACCESS MANHOLE I ° (SEE FRAME AND COVER I I I FOR MAINTENANCE I , . DETAIL) PVC HYDRAULIC SHEAR 48"[1219]I.D.MANHOLE I I PLATE STRUCTURE PROP. CDS2015-4 MAX I I ( SITE SPECIFIC OR APPROVED EQUAL N.T.S_ STRUCTUREI❑ PLAN VIEW B-B a0� ,terra n0 DATA REQUIREMENTS t1i I — — _ _ _ - WATER QUALITY FLOW RATE(CFS OR Us) _ PEAK FLOW RATE[CFS OR L!s] DETAIL 2 -_-- " -- - - - - CONTRACTOR TO GROUT CONTECFiRETURN PERIOD OF PEAK FLOW SCALE: 1"=1 0' TO FINISHED GRADE wn.wmecneseem SCREEN APERTURE(2400 OR 00)GRADE RS] RINGSIRISERS � f %y PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 NrF"A+ace CALL 1 INLET PIPE 2 FIBERGLASS SEPARATION a OUTLET PIPE " CYLINDER AND INLET RIM ELEVATION ' FINISHEDGRADE MAINTENANCE ACCESS RISER a.m ANTI-FLOTATION BALLAST WIDTH HEEG7 iT FRAME AND COVER e B INLET PIPE B {DIAMETER VARIES} NOTES/SPECIAL REQUIREMENTS: (MULTIPLE INLET PIPES OUTLET PIPE N.T.S. MAY BE ACCOMMODATED)V V V V [7 z - I� *v. - PER ENGINEER OF RECORD PREPARED FOR: MANNING HOMES z — I ---- _ III a 20151 SW BIRCH STREET SUITE 150 a PERMANENT POOL GENERAL NOTES NEWPORT BEACH CA 92660 �� �� ¢ ��� ° ELEV. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. N - J 2� 1 -2 CLEAN s 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. CONTACT: CRAIG KOZMA II �, 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED TEL: (949) 250-4200 WASHED ^� OIL BAFFLE SKIRT n SOLUTIONS LLC REPRESENTATIVE. www.rontechES.cam '� 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 0 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20(AASHTO M 306)LOAD RATING,ASSUMING GROUNDWATER ELEVATION PREPARED BY GRAVEL SEPARATION a AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. y 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING SCREEN MAINTENANCE CLEANING. � N F PVC HYDRAULIC INSTALLATION NOTES 3 6" PERFORATED a SHEAR PLATE d a a , ANY SUB BASE,ENGINEER DEPTH,AND/OR ANTI FLOTATION PROVISIONS ARE SITE SPECIFIC DESIGN CONSIDERATIONS AND SHALT BE MA D O L E � � w ^ ' I SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE 9302 PITMEILIRGH AVE,SUITE 230 CL RETENTION/ 0 (LIFTING CLUTCHES PROVIDED). R,<NCHO� ,CA.9� (� re CEf) . CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE STRUCTURE. PHONE;9094816322 p p y SOLIDS STORAGE SUMP D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. Engineering Communities for Life FAX 909.481.6320 INFILTRATION ELEVATION A-A E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS 8 $ SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. 2� 3� 2� 3� 2� N.T.S. - SYSTE M C NTECH CDS2015-4-C ENGINEERED SOLUTIONS LLC INLINE CDS III GEOTEXTILE/ FILTER FABRIC Mars• www.Suite40, WestC STANDARD DETAIL TENTATIVE 9025 Centre Pointe Or.,Suite 400, Wes[Chester,CH 45069 — TO BE PLACED AT TOP, U 800-338-1122 51 3-645-7000 513-645-7993 FAX TRACT BOTTOM, AND SIDES -PER NO . I 20566 ENGINEERS CONTECH CDS 2015-4 PRETREATMENT CLARIFIER RESIDENTIAL LOTS 1 -22 — RECOMMENDATION PRELIMINARY WATER QUALITY MANAGEMENT PLAN SECTION B-B SCALE: 1 "=5' WQMP BMP AS-BUILT CERTIFICATE o HEREBY CERTIFY THAT THE NECESSARY STORM WATER QUALITY MANAGEMENT PLAN SUBTT 20566 zz STRUCTURAL STORM WATER TREATMENT DEVICES HAVE BEEN CONSTRUCTED AND ARE DATE PREPARED: JANUARY, 2023 Q FUNCTIONAL TO THE BEST OF MY KNOWLEDGE AS OF THE DATE BELOW. SHEET C- 1 0 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF z SIGNATURE DATE SAN BERNARDINO, STATE OF CALIFORNIA i A r+e H w HILLSIDE Qo H z azz BANYAN H air +fi _ w � J w w 21 0 HIG LAND pal - - . I PROJECT SITE ,�,::•:. � � SELINE LU_ e - .i ��;� '�`°°w - _ �' H FOOTHILL : w J ' 4 w = _ _ e�.; -�,.r,,� - - .,.: '•` ` z u > J u ARROW >s. _ _. ti 8TH - .. — r �rr .s. I ..-.. Vic.r' -,�: .;}w?G.:'f h'- .rr° •�. - : as• a' k L .rh 10 PHOTOGRAPH 5 PHOTOGRAPH #4- PHOTOGRAPH #3- PHOTOGRAPH #2_ VICINITY MAP N.T.S. srteo HIGIluxrr f l 0 O \ PHOTOGRAPH #6- PHOTOGRAPH # 1 PITIlk � \ — _ r - i o I i I PHOTOGRAPH #7 w I > I - I I 1 z x +T tKR '4 PHOTOGRAPH # 13 PHOTOGRAPH #8- _ _ \ ■ 0.10 PREPARED FOR: I - n MANNING HOMES 44 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 / 0 CONTACT: CRAIG KOZMA TEL: (949) 250-4200 _'� 'i7f � eR --�E�'W.$3 ':�;•• ='tiV .,(. - �� �u.Y.A'.,-, _ •'3'.n` sf.�,Ac PREPARED BY: X X X — X X MADOL E PHOTOGRAPH # 12 9302 P AVE,SUITE 230 4 _ I a RANCHO CUCAMONG%k CA 9D30 ' • PHONE 909.48L6322 Engineering Communities for Life FAX: 909.461.6320 00 9 TENTATIVE � I - 0566 - s . n. PHOTOGRAPH #9 _ _ � - - ___ _ __-__ � RESIDENTIAL LOTS 1 -22 SITE PHOTOS QQcli Y SUBTT 20566 IWO z DATE PREPARED: JANUARY, 2023 Q ' 4 SHEET C- 1 1 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF PHOTOGRAPH # 10 PHOTOGRAPH # 11 z SAN BERNAROINO, STATE OF CALIFORNIAILIJ LINE OF SIGHT PER DE56 TENT STATDIIIIIIIIIIIIII�ENT : CIVIL ENGINEER THE LANDSCAPE DESIGN INTENT OF THIS PROJECT IS TO PROVIDE OUTDOOR GATHERING AREAS AND PASSIVE LANDSCAPE CORRIDORS FOR THE RESIDENT'S ENJOYMENT. A LOW - STREET TREE, TYP. MODERATE WATER USE PLANT PALETTE WILL BE USED TO ENHANCE AND COMPLIMENT THE ARCHITECTURE WHILE ENSURING SUSTAINABLE LANDSCAPE PRACTICES. LANDSCAPING --------------------- WILL BE USED TO ENHANCE THE PEDESTRIAN SCALE OF THE DEVELOPMENT. ALL TREES WITHIN 5' OF PAVING SHALL HAVE A ROOT BARRIER. HARDSCAPE MATERIAL FINISHES AND COLORS WILL ALSO COMPLIMENT THE ARCHITECTURE AND OTHER SPECIALTY MATERIALS MAY BE USED AS WELL. TRAIL WITH FENCE ALL PLANTING AND IRRIGATION TO BE INSTALLED PER CITY CODE,. ALL DISTURBED AREAS SHALL BE REPLANTED AND IRRIGATED PER THE LANDSCAPE MANUAL SECTIONS ON PLANTING .�_ HI IFILAND & IRRIGATION. ' 7 ' ALL TREES WITH 5' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF 24" DEEP ROOT BARRIER UNLESS OTHERWISE INDICATED ON THE o _ N _ D - o � � TEES�- WITHIN 10' OF THE R.O.W. SHALL BE INSTALLED WITH A ROOT BARRIER THAT EXTENDS 10' IN EACH DIRECTION FROM THE TRUNK AGAINST EXISTING HARDSCAPE. # MAINTENANCE NOTES: ° — THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. o O O O O i \ / NOT A PART IRRIGATION NOTES: -- a LOT 16 ° ° \ o ALL LANDSCAPING AND IRRIGATION WITHIN PROPERTY BOUNDARIES SHALL BE MAINTAINED BY THE PROPERTY OWNER. PLAN 1 0° \ -� IRRIGATION SYSTEM TO USE RECYCLED WATER IF AVAILABLE. ALL IRRIGATION SHALL BE A BELOW GRADE, PERMANENT, AUTOMATIC LOW PRECIPITATION RATE DRIP & SPRAY SYSTEM. ------- ° ° ° ALL LANDSCAPE AND IRRIGATION SHALL COMPLY WITH THE CITY CODE AND THE STATE WATER CONSERVATION ORDINANCE, AND ALL OTHER APPLICABLE GUIDELINES WILL APPLY. THE ESTIMATED TOTAL WATER USE WILL NOT EXCEED THE MAXIMUM APPLIED WATER ALLOWANCE AS STATED IN THE ORDINANCE. WITHIN THE PROJECTS IRRIGATION SYSTEM EQUIPMENT 20 I ° ° r SUCH AS RAIN/ET SENSORS WILL BE INSTALLED. Q ° ° ° PAC' PLANTING LEGEND ° I ° - ° PAD=21 .6-- �° � �, LINE OF SIGHT PER TREES BOTANICAL NAME COMMON NAME SIZE WU ° CIVIL ENGINEER PAD=22.0 1� LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE 24" BOX M III LOT 20 PYRYUS CALLERYANA 'ARISTOCRAT' CALLERY PEAR 24" BOX M II PLAN 2 I � 15 �, LOT 21 I PROJECT ENTRY III LOT 15 PLAN 3 LOT 22 � PLANTING, SEE OLEA EUROPEA WILSONII FRUITLESS OLIVE 24 BOX L ENLARGEMENT PLAN 3 „�. PLAN 1 QUERCUS ILEX HOLLY OAK 24" BOX L L. SHEET L-2 / ULMUS PARVIFOLIA CHINESE EVERGREEN ELM 24 BOX L III 0 III WASHINGTONIA FILIFERA CALIF. FAN PALM 15' BTH L W EXISTING CALIF. FAN PALM TO REMAIN I Z — y t �II P u EXISTING CALIF. FAN PALM TO BE REMOVED w III > LOT 19 �. LOT 14 STREET PLAN 3 PLAN 2 � �� LOT 1 15GAL EUCALYPTUS WIND ROW TREE - SPECIES TBD 5 HOMEOWNER SLOPES GREATER THAN 5 jo P TREE, z LAN 1 TYP. — = OPEN TURF PRIVATE HOMEOWNER REAR YARD ,, DIG TRAIL TURF HOA II w I,I A LIFT STATION ° AREA,- III ® MECHANICAL — — — — PRIVATE HOMEOWNER FRONT YARD III �I' FL LU EQUIPMENT WITH w LINE OF SIGHT PER 5' TALL SPLIT / ° PLAN ELEVATION BOTANICAL NAME MM COMMON NAME SIZE W CIVIL ENGINEER 000 0 S U l Ii'I FACE MASONRY - ® WALL AND Q "A" - RANCH SCHINUS MOLLE CALIF. PEPPER 24" BOX L ® LOT 13 TUBULAR STEEL LOT 18 B - SPANISH OLEA EUROPEA WILSONII FRUITLESS OLIVE 24 BOX L ACCESS G PASEO PLAN 1 CC SS ATE. PLAN 3 tom, ENTRY - j "C" - FARMHOUSE QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX M .. LOT 2 ,L A - RANCH MAGNOLIA GRAND. ST MARY NCN 24 BOX M — "B" - SPANISH ERIOBOTRYA DEFLEXA BRONZE LOQUAT 24" BOX M Ic T---- — — — — � "C" - FARMHOUSE PYRUS CALLERYANA ' BRADFORD' BRADFORD PEAR 24" BOX M o 0 LOT 17 > _ 12 12 PLAN 1 ° ARCTOSTAPHYLOS MANZANITA DR. HURD DR. HURD MANZANITA 15 GAL. L O '' PLAN 2 17 LOT 3 GROUNDCOVER AND SHRUB PALETTE: I PLAN 2 CAREX TUMULICOLA * BERKELEY SEDGE 1 GAL L 24" O.C. I --- - - BACCHARIS PILULARIS DWARF COYOTE BRUSH FLAT L 12 O.C. PASEO SEE ° \ TRACHELOSPERMUM JASMINOIDES* CHINESE STAR JASMINE 1 GAL M 18" O.C. ENLARGEMENT STREET TREE TYP. ° SHEET L-2 - STREET �\ BUXUS MICROPHYLLA * BOXWOOD 5 GAL M \ / i CISTUS X PURPUREUS ORCHID ROCK ROSE 5 GAL L CALLISTEMON LITTLE JOHN* LITTLE JOHN BOTTLE BRUSH 5 GAL L LOT 11 i � � �_— - � � DIANELLA LITTLE REV * LITTLE REV FLAX LILY 5 GAL L PLAN 3 " ' n �:., ` ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 5 GAL L ° FESTUCA SISKIYOU BLUE* SISKIYOU BLUE FESCUE 1 GAL L HETEROMELES ARBUTIFOLIA TOYON 5 GAL L JUNCUS PATENS * CALIFORNIA GREY RUSH 1 GAL L ° ~{ - - — � � — � � — - I LOT 9 LOT 4 LANTANA X NEW GOLD* LANTANA 5 GAL L PLAN 3 LOT 7 LOT 6 LOT 5 PLAN 1 LIGUSTRUM JEPONICUM PRIVET 5 GAL M LOT 8 PLAN 2 PLAN 2 PLAN 3 MUHLENBERGIA RIGENS DEER GRASS 5 GAL L PILASTER LOT 10 PLAN 3 I MUHLENBERGIA CAPILLARIS PINK MUHLY 5 GAL L III III PLAN 2 I NERIUM OLEANDER OLEANDER 5 GAL L III P �11 PAD=1 1 .1 I PENNISETUM SETACEUM PURPUREA * PURPLE FOUNTAIN GRASS 1 GAL L III 11 X PIITOSPORUM TOBIRA MOCK ORANGE 5 GAL M REVISIONS ■ III 11 RHAPHIOLEPSIS INDICA DEEP PINK PINK INDIAN HAWTHORNE 5 GAL M III I�, I ROSA X ICEBERG ICEBERG ROSE 5 GAL M • • • . . • • • ROSMARIUNUS OFFICINALIS * ROSEMARY 5 GAL L �PNpsCApF — — GE SALVIA LEUCANTHA MEXICAN SA 5 GAL L k_ �s q� - - NEIGHBORHOOD WESTRINGIA FRUTICOSA COAST ROSEMARY 5 GAL L c � m L = EUCALYPTUS WIND ROW TREES - SPECIES TBD PARK, SEE XYLOSMACONGESTA SHINY XYLOSMA 5 GAL M DRAWN KB ENLARGEMENT * DENOTES SHRUBS ACCEPTABLE FOR USE WITHIN LINE OF SIGHT AREAS * -23 enewa ate APPROVED JP TAN SPLIT FACE MASONRY WALL WITH CAP TUBE STEEL SIDEYARD GATE, TYP. SHEET L-2 G TF 1-2423 Q. PLOT DATE 1/24/20 3 OF CM. JOB NO. 21-090-00 c0 (`I SCALE SEE SHEET (`l i 3176 Lionshead Ave HIGH N D TIWAN DA 03SHEET 01 OF Ad ar saRANCHO CUCAMONGA, CA Suite bd, CA 92010 13 / gmplandarch.com T 858 558 8977 1113 MANNING HOMES 30 15 0 30 60 90 X LANDSCAPE CONCEPT PLAN LANDSCAPE z 20151 SW BIRCH ST. STE. 150 SCALE: 1"=30'-0" lu ARCHITECTURE NEWPORT BEACH, CA 92660 & PLANNING ■ a L4 ■ ■ • ■ ■ � , .�e NEVA I I — . � ■ � i �• i • • • • � '— • • • • • • 0 • • ■ • all .fir► / � � - - � _ , • 11 11 11 11 11 11 11 11 11 11 11 1.1 11 11 11 11 11 11 11 11 11 1.1 1.1 1.1 • — • • efomw 17 RIP � • • • • • • _ • • • • � �"ail=;;`' ,,;:,_;.;, '_ _;; ° ��i e fi ir ole em • • • ,:2e `:��,;, � � 1 1 1 1 1 — — -- � � :„ °;, 1�1 . • �1 1�1 1 1�1 1 l — — — -- ` WIF � ` � . . ■ � • � � • � •:.. � Cyr_— 'fir � }: � . � Mmm Its� A'-'•' : j I - Lp • -- �� —_� !• • • �� • • •_ _ �� �� ! I _ _ ,y IF �N•i -- r•�= ;��s` 111 I - Aid / • • 1.1 11 TU5E STEEL 5 0EYARD 6A7E TYPICAL FRONT YARD ENLARGEMENTS TUE3E STEEL P LASTE 5DEYA D OATS TURF AREA TAN SPLIT FAGS _ TAN SPLIT FAGS D I VEl�AY PER G I V L ENO I NEER NfASON Y VIiALL TIC GAS TU STEEL Y � O T D I VEV�AY PER D I VEMY PER G I V L ENGINEER G I\/I L ENGINEER V�I TH GAP VERTICAL AGGENT SHRUB O • O c4 '_ °fit iy0 1 ° Po 80 VERTICAL Rye eo 71 O 00 AGGENT I\\ _, - y LY O 0OO O SHRUE3, TYP. O m rn w w w Q O� O ITT 7REEENTRY Z — ° LOT 18O a y w ^e Og i 0 PLAN 3 0 0 LOT 13 LOT 2 PLAN 1 PLAN 2 a4eR R 8 e°e O i — ` O STREET TREE - • � In O°"g" ENTRY ' ° R° 000 ' AGGENT TREE TURF AREA FOUNDATION PLANTS ENTRY PILASTER TURF AREA AGGENT TREE, TYP. AGGENT TREE S TBD HOMEOWNER SLOPES GREATER THAN 5' PLAN ELEVATION BOTANICAL NAME COMMON NAME SIZE WU PRIVATE HOMEOWNER REAR YARD "A" - RANCH SCHINUS MOLLE CALIF. PEPPER 24" BOX L DG TRAIL TURF HOA PRIVATE HOMEOWNER FRONT YARD "B" - SPANISH OLEA EUROPEA WILSONII FRUITLESS OLIVE 24" BOX L "C" - FARMHOUSE QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX M GROUNDCOVER AND SHRUB PALETTE: CAREX TUMULICOLA * BERKELEY SEDGE 1 GAL L 24" O.C. "A" - RANCH MAGNOLIA GRAND. 'ST MARY' NCN 24" BOX M BACCHARIS PILULARIS* DWARF COYOTE BRUSH FLAT L 12" O.C. "B" - SPANISH ERIOBOTRYA DEFLEXA BRONZE LOQUAT 24" BOX M TRACHELOSPERMUM JASMINOIDES* CHINESE STAR JASMINE 1 GAL M 18" O.C. "C" - FARMHOUSE PYRUS CALLERYANA ' BRADFORD' BRADFORD PEAR 24" BOX M BUXUS MICROPHYLLA * BOXWOOD 5 GAL M CISTUS X PURPUREUS ORCHID ROCK ROSE 5 GAL L CALLISTEMON LITTLE JOHN* LITTLE JOHN BOTTLE BRUSH 5 GAL L DIANELLA LITTLE REV * LITTLE REV FLAX LILY 5 GAL L ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 5 GAL L FESTUCA SISKIYOU BLUE* SISKIYOU BLUE FESCUE 1 GAL L HETEROMELES ARBUTIFOLIA TOYON 5 GAL L JUNCUS PATENS * CALIFORNIA GREY RUSH 1 GAL L LANTANA X NEW GOLD* LANTANA 5 GAL L LIGUSTRUM JEPONICUM PRIVET 5 GAL M L-3 MUHLENBERGIA RIGENS DEER GRASS 5 GAL L MUHLENBERGIA CAPILLARIS PINK MUHLY 5 GAL L REVISIONS NERIUM OLEANDER OLEANDER 5 GAL L PENNISETUM SETACEUM PURPUREA * PURPLE FOUNTAIN GRASS 1 GAL L PIITOSPORUM TOBIRA MOCK ORANGE 5 GAL M "ODSrCAPtte � RHAPHIOLEPSIS INDICA DEEP PINK PINK INDIAN HAWTHORNE 5 GAL M a� {! . ROSA X ICEBERG ICEBERG ROSE 5 GAL M ' , m ROSMARIUNUS OFFICINALIS * ROSEMARY 5 GAL L * �-23 re DRAWN KB enewa ate SALVIA LEUCANTHA MEXICAN SAGE 5 AL 1-24 2 APPROVED JP3 �Q. WESTRINGIA FRUTICOSA COAST ROSEMARY 5 GAL L G TF OF CA1.�F� PLOT DATE 1/24/20 3 O NO 21 090 00 m XYLOSMA CONGESTA SHINY XYLOSMA 5 GAL M SCALE SEE SHEET * DENOTES SHRUBS ACCEPTABLE FOR USE WITHIN LINE OF SIGHT AREAS 3176 Lionshead Ave IWANDA RANCHO CUCAMONGA, CA SHEET 03 OF 03 ,' Car s102 bad, CA 92010 13 1114 / gmplandarch.com T 858 558 8977 uj MANNING HOMES �° 5 �° 20 30 TYPICAL FRONT YARDS LANDSCAPE z 20151 SW BIRCH ST. STE. 150 SCALE: V=10'-0" lu ARCHITECTURE & PLANNING NEWPORT BEACH, CA 92660 H/GHQ _ ANC q VE TRAIL -- PRIVATE SLOPE TREES 1 O � O ARCTOSTAPHYLOS MANZANITA "DR. HURD" DR. HURD MANZANITA 15 GAL. L O 0STREET TREES O ° O O O O HOMEOWNER SLOPES GREATER THAN 5' - ° °R R °zm PRIVATE HOMEOWNER REAR YARD R O DIG TRAIL TURF HOA PRIVATE SLOPE TREE TYP. LAYOUT PRIVATE HOMEOWNER FRONT YARD 21 GROUNDCOVER AND SHRUB PALETTE: CAREX TUMULICOLA * BERKELEY SEDGE 1 GAL L 24" O.C. PRIVATE SLOPE SHRUB TYP. LAYOUT BACCHARIS PILULARIS* DWARF COYOTE BRUSH FLAT L 12" O.C. TRACHELOSPERMUM JASMINOIDES* CHINESE STAR JASMINE 1 GAL M 18" O.C. TAN SPLIT FACE MASONRY WALL WITH CAP BUXUS MICROPHYLLA * BOXWOOD 5 GAL M CISTUS X PURPUREUS ORCHID ROCK ROSE 5 GAL L PAD = 21 . 6 CALLISTEMON LITTLE JOHN* LITTLE JOHN BOTTLE BRUSH 5 GAL L DIANELLA LITTLE REV * LITTLE REV FLAX LILY 5 GAL L ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 5 GAL L FESTUCA SISKIYOU BLUE* SISKIYOU BLUE FESCUE 1 GAL L HETEROMELES ARBUTIFOLIA TOYON 5 GAL L JUNCUS PATENS * CALIFORNIA GREY RUSH 1 GAL L LANTANA X NEW GOLD* LANTANA 5 GAL L LIGUSTRUM JEPONICUM PRIVET 5 GAL M MUHLENBERGIA RIGENS DEER GRASS 5 GAL L MUHLENBERGIA CAPILLARIS PINK MUHLY 5 GAL L NERIUM OLEANDER OLEANDER 5 GAL L PENNISETUM SETACEUM PURPUREA * PURPLE FOUNTAIN GRASS 1 GAL L LOT 21 PIITOSPORUM TOBIRA MOCK ORANGE 5 GAL M RHAPHIOLEPSIS INDICA DEEP PINK PINK INDIAN HAWTHORNE 5 GAL M PLAN 3 ROSA X ICEBERG ICEBERG ROSE 5 GAL M ROSMARIUNUS OFFICINALIS * ROSEMARY 5 GAL L SALVIA LEUCANTHA MEXICAN SAGE 5 GAL L WESTRINGIA FRUTICOSA COAST ROSEMARY 5 GAL L XYLOSMA CONGESTA SHINY XYLOSMA 5 GAL M * DENOTES SHRUBS ACCEPTABLE FOR USE WITHIN LINE OF SIGHT AREAS TUBE STEEL SIDEYARD GATE REQUIRED: -4 — 1 (15GAL OR LARGER) TREE PER 150 SQ. FT. OF SLOPE AREA — 1 (1 GAL OR LARGER) SHRUB PER 100 SQ. FT. OF SLOPE AREA APPROPRIATE GROUNDCOVER REVISIONS EXAMPLE SHOWN : LOT 21 SLOPE AREA = 11557 SQ. FT. TREES REQUIRED: 10 , kPNApF DSC SC q — TREES PROVIDED: 10 =o . ^ c � m DRAWN KB ture SHRUBS REQUIRED: 16 * 23 enewaate * APPROVED JP 1-24-23 — SHRUBS PROVIDED: 16 G TF ate o���Q PLOT DATE 1/24/20 3 OF CALF JOB NO. 21-090-00 m (`I SCALE SEE SHEET (`l i 3176 Lionshead Ave HIGHLAND TIWANDA RANCHO CUCAMONGA, CA SHEET 04 OF 03 ,' Car s102 bad, CA 92010 13 14 / gmplandarch.com T 858 558 8977 uj MANNING HOMES �° 5 �° 20 30cj p TYPICAL PRIVATE SLOPES m LANDSCAPE z ARCHITECTURE 20151 SW BIRCH ST. STE. 150 SCALE: V=10'-0" luNEWPORT BEACH, CA 92660 & PLANNING .. ... .....i _ ---.F fJF, r__ __1, -- _ - VI Tr f- r. • t n tP`F` F.` C •e }. R r .. . ..... IL ■■■■ 1� 1� 1■■I' P o - IN o NONE ■■ ■■ ■E ■■ ■■ ■■ ■■ ■■ ■■ ■ ■■ 11■■ 1 ■■ ■■■ ■■ ,}�ry;. a NONE 101 SEEM - PLAN 2C - FARMHOUSE PLAN 1 B - CALIFORNIA RANCH PLAN 3A - SPANISH PROJECT TEAM AREA TABULATIONS ARCHITECTURAL SHEET INDEX MANNING HOMES - Craig Kozma Plan 1A 3,511 SF First Level Plan 1C 3,511 SF First Level 3,511 SF Total Living 3,511 SF Total Living 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 A3.0 Plan 3 - Front Elevations Newport Beach, CA 92660 268 SF Covered Porch 268 SF Covered Porch 949.250.4200 4,559SF Footprint 4,559SF Footprint A1 . 1 Plan 1A - Spanish Floor Plan A2. 1 Plan 2A - Spanish Floor Plan A3. 1 Plan 3A - Spanish Floor Plan Plan 1B 3,511 SF First Level A1 .2 Plan 1 - Floor Plan Options A2.2 Plan 2 - Floor Plan Options A3.2 Plan 3A - Spanish Front Elevation & Roof Plan 3,511 SF Total Living WILLIAM HEZMALHALCH ARCHITECTS, INC. - Don White 672 SF Garage A1 .3 Plan 1 A - Spanish Front Elevation & Roof Plan A2.3 Plan 2A - Spanish Front Elevation & Roof Plan A3.3 Plan 3A - Spanish Building Elevations 108 SF Portico 2850 Redhill Ave. , Suite 200 268 SF Covered Porch A1 .4 Plan 1 A - Spanish Building Elevations A2.4 Plan 2A - Spanish Building Elevations A3.4 Plan 313 - California Ranch Floor Plan Santa Ana, CA 92705 4,559 SF Footprint - - - A1 .5 Plan 1B California Ranch Floor Plan A2.5 Plan 2B California Ranch Floor Plan A3.5 Plan 3B California Ranch Front Elevation & Roof Plan 949.250.0607 Plan 2A 2,243 SF First Level Plan 2C 2,243 SF First Level 2,524 SF Second Level 2,524 SF Second Level A1 .6 Plan 1 B - California Ranch Front Elevation & Roof Plan A2.6 Plan 213 - California Ranch Front Elevation & Roof Plan A3.6 Plan 3B - California Ranch Building Elevations 4,767 SF Total Living 4,767 SF Total Living Madole & Associates, Inc. - Mark Bertone 806 SF Garage & Storage 806 SF Garage & Storage A1 .7 Plan 1 B - California Ranch Building Elevations A2.7 Plan 2B - California Ranch Building Elevations A3.7 Plan 3C - Farmhouse Floor Plan 152 SF Front Porch 152 SF Portico 9302 Pittsburgh Avenue, Suite 230 247 SF Rear Porch 247 SF Covered Porch A1 .8 Plan 1 C - Farmhouse Floor Plan A2.8 Plan 2C - Farmhouse Floor Plan A3.8 Plan 3C - Farmhouse Front Elevation & Roof Plan Rancho Cucamonga, CA 91730 3,448 SF Total Footprint 3,448 SF Footprint g - - A1 .9 Plan 1C - Farmhouse Front Elevation & Roof Plan A2.9 Plan 2C Farmhouse Front Elevation & Roof Plan A3.9 Plan 3C Farmhouse Building Elevations 909.481 .6322 Plan 213 2,243 SF First Level 2,524 SF Second Level A1 . 10 Plan 1 C - Farmhouse BuildingElevations A2. 10 Plan 2C - Farmhouse Building Elevations 4,767 SF Total Living g 806 SF Garage & Storage GMP Landscape Architects - John Patterson 152 SF Portico 247 SF Covered 3176 Lionshead Ave. Ste. 102 3,448 SF Footp intPorch Carlsbad, CA 92010 Plan 3A 2,572 SF First Level Plan 3C 2,572 SF First Level 858.558.8977 2,388 SF Second Level 2,400 SF Second Level 4,960 SF Total 4,972 SF Total john@gmplandarch .com 876 SF Garage 876 SF Garage 86 SF Front Porch 137 SF Front Porch 208 SF Rear Porch 228 SF Rear Porch 3,742 SF Footprint 3,813 SF Footprint Plan 313 2,556 SF First Level 2,400 SF Second Level 4,956 SF Total 876 SF Garage 137 SF Front Porch 228 SF Rear Porch 3,797 SF Footprint ARCHITECTS PLANNERS DESIGNERS 2 4 MANNINGHOMES Note: Artist's Conception; Colors, Materials NTs And Application May Vary. RAN UCAMUNGA , A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO •r i A. Ain 4" A ` 410 -. • Ir. � �'• ■•4 � � fir. n i �� r w III III III i a i f 1 ��I 1 1 * • �{� C r A IT-TAr .F .. 1 • In N• f +. , ..,. a. ■ f o WA mow fill 4.1 IL Kim _ , ,� :} �► +■Iil ■ III ■ _ �I_ ■�i■�� �� � .; �, - ., �'� t MEWOM r �. __ ILA_ `,, ; ti�+ti-.._.a'y r,..�.. � � 'fir... - - - - �.Yi r `_ ,-' � �1� _ - - r ��'_r _'• - .• ��1��� - �1 - '� ®I � ii�iil��■Il��ilOrd ►I � ti im A MEN �� i�iilii�ii��iiiwi■i��'■i�i�ii�Ii�ii�i� �Y `� p ��_-_� mow IN A I Now—Mamm MEN MW!6 MEN __= - � =====-� Illllllllllllilllllllllllllllilllllll , - ` �.............. .----.IIIIIIIIIIIIIIIIIIIIII! �ILlllllllllllll�- ---- ----- Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 1', ; s T±i�"t"� - 1 ti '� wiwwiw ■w—w—nw—iwiw� °�--- —_ —� ■ ► . 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Ar ■ / ! ■ ■ 1 In 1 1 � 1 • 1 1 1 1 . . 70'-0" 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH o o co LO � � co N � N Covered Porch y r r h EDining Room M edroom 11 x 1 '-1 22'-4" x 12'-0" 11 I '-511 X 161_111 I = I I L, I C/D co co N I Cn coX X C/D ° LO CNJ Cn 11 \\ // Flex Space N Linen 1 i� ,�'x'�, i 111.11I x 141.111 M Bath I�----- I Greal Roo Oco ' 1 0 Kitchen ° ° co 201.611 201-1 ° ° CD M Volum Ceiling Li 1 —J I Linen Pwd r C\j o [:D = o (.0 o II II _ --------------------------- __ M XrVi I I WIC --- Tandem ' 34 LF I Entry i' 11 '-1 " x 16'-8 ' Co is I I �� an DZ --- co ------- ------ _-----J' I' 1 C) M EJ----- - - -------- I I - CLDO -- Cn CIO Linen I Den/Dining o Cn N Laundry 13'-411 x 13'-011 0 N Ix 91_011 "' \ Entry Courtyard 1 131.011 x 141.811 I Cry ao --- 0 0 UD _ I v Bath 3 Hall a h 2 Car G rage L11 21 '-1 ' x 21 '-511 ----- 0 0 O _ \ co L _ \ \ � C� M Portico - - - - 131.011 x 81_411 N NP9 Be room 2 0 - - --- o - - I B e d ro m 3 11 '-3" x 131- &-0"x 8'-0"SECT.GAR.DOOR i� 11_311 x 121_g11 I = -------------------- Cn = drm 4/ Teen mco -n I N 11 '-1 " N 2656 SH 2656 SH 3056 SH 3656 SH PLAN 1A SPANISH 3 ) 511 SF ARCHITECTS PLANNERS DESIGNERS ETIWAND kbo L Ir . IV Al 01 MANNINGHOMES 2 48I i X llll RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO 34 LF -------- ——-- I - - - —_—— - - I I I Q , I a 0---- ----- — Linen -lc=) 00 I 00 � 6edroom 4CD N Laundry 11 '-0" x 131_211 ` =13 1 x 91_011LL ------ I II / \ II ------- v =====J 2680 I Bath 3 Hall a h z\ o Bath 3 Hall a h\ C\j C/3 C/3 II - N I - o o O O \, \ C.0 (.0 LO \ LO _ - \ C) M = - \ CM C/ -----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 ARCHITECTS PLANNERS DESIGNERS 4ft �pl wAft ETIWAND kbo of IV Al 02 MANNINGHOMES 2 48I i x RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO ---------------- ---------- ---------------------------------- 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 4:12 I I r I I I I � j 4:12 I I � I 4:12 I � ' I � � I 4:12 ' � I I I ' I ' I ' I L ' 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 I I I I I I I j I I I j 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 I I ® I I I I I I 4:12 I 4:12 I I I I 4:12 I I I N N I I I r r I I ---------------- ----------------- Am I I I I I I I I I I I - vppp� ' L4 P ' 1 - Roof Plan 1 A A N' I Rakes aves 24 ___7' ■■ ■ ■■ ■■ L L� L� 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 PLAN 1A I SPANISH Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RANCHO CUCAMU CA - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO I, I I a ��_ I I i I• it i, _ -�' � ! r I � E I r} i r rY i i. 1 .I 1 r I 11 I _ � i y i n 1� r• E , I j , E,r r I , r' r- I t' � �` ^ I. I' :I � 1 I � , i i {I � ;�� r' r' I� ; � ^ � :I � • � .I 'r-,.i. ral Scheme# 1 Left 4 5 3 6 2 7 �`'. ram. F i"�'- -�''�' - �� - - �— - � �•�. � cr t i - — - " i E 'I• 1 � li { 11-4 ------------- — E 1 l .E rji ram{Y.'� � -. I � - +,ram' .r- '!r � -�• � - - �+ � - I � � -~'r - r MW M No 0 IN 41 0 1 i I � E' � _ r ry I I• r"i-'� ! ^ -! �I -_r i -• ' ! 'i i - j' V I.V I + I� �M1 r , f { ,r r.�L ! I ! � i J I —' {I • MMjLj ■ . N■ Right 3 1 ❑2 6 6 7 SPANISH - A 1❑ Roof: Concrete "S" Tile Roof Fascia: Wood 2x3 Fascia with 46 Rafter Tails ;III, c- FIN 3 Exterior. Stucco 16/20 sand finish - >� ® � 1 Barge: Wood 2x6 Barge Board k k �. i � rl I � , _ i ,• , � _ I r ��a� � _• ;�, _ ° _ 5 Gable Accent: Round Pre-Manufactured False Vent Pipesr `` " -� -i k -� ❑ - - , © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish lyLj 6 CV 7❑ Shutters: Pre-Manufactured Shutters ® Trim Accent: Hardi Simulated Wood T NONE ■■ ■■ a r 9 Tile Accent: Decorative Ceramic Tile at Front Entry ■■ ■■ 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door F.G. 2 6 4 8 1 5 Rear PLAN 1A I SPANISH Building Elevations ARCHITECTS PLANNERS DESIGNERS Al I ■ MANNINGHOMES4 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RANCHO CUCAMU CA - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO 70'-0" 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH D/ o -------- o LO In (.0 co N � N Coyeed Porc h r h EDining Roo M 22'-4" x 12'-0" edroom '-1111 x 13'-1 " I '-5" 16 _111 I I L, LO _ N I cn CID X{ X{ I co C/D ° LO I I Cn —� ��----- Flex Space N Linen 1 i� ,�'x i 111_11I x 141.1 11 M Bath I�----- I I Grea Roo O ' 1 0 Kitchen ° ° I o I I 201.611 201-1 ° ° 1 1 M Volum Ceiling--- I 1 1 1 1 I [:DLinen Pwd r C\j o = C/3 II II _ --------------------------- __ M -------1J Lam— - - - ----------------------- ---- ��---�� �XrAi I WIC __= Tandem ' 34 LF 1 I Entry i' 11 '-1 " x 16'-8 ' Co is an DZ IL------_ _-----J' I' 1 o M EJ————— — — ———————— CLDO C/) Linen Den/Dining o N Laundry 13'-411 x 13'-011 0 =1 ' x 91_011 1 "' 1 711 Entry Courtyard 131.011 x 141.811 I ao --- 0 0 Dr—=--= N _ I v Bath 3 Hall a h 2 Car G rage L1, 21 '-1 ' x 21 '-511 ----- 0 0 O ----- - - ------ - - _ co CO \ \ C C/DM Portico LO - - - - 131.011 x 81_411 N N Be room 2 0 --- -- ---- 11 '-3" x 131- ——————— &-0"x 8'-0"SECT.GAR.DOOR i' Bedro m 3 i� 11_311 x 121.911 � I -------------------- = drm 4/ Teen m I 11 '-1 " '- " N 3056 SH 3056 SH 3056 SH 3056 SH PLAN 1 B CALIFORNIA RANCH 3 ) 511 SF ARCHITECTS PLANNERS DESIGNERS ETIWAND kbo L Ir . IV Al 05 MANNINGHOMES 2 48i X RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO ---------------------------------- r---------- ----------- ---------------------------------- I I I I T r 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 4:12 I I I I I I 4:12 I I � 4:12 I L I I I I I I � I I I I I j I I I I j 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 I I j I I I I I I I j I I VVVV 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 I I I I I I I ® I I I I 4:12 I I I I I I I I I I 4:12 ------------------- I I I I I I I I L---------------- -----------------I I I I I I I I I I I - I r T VP Try- .r - '} _` 'C1� ram'.• � I � Fri 7 ��j - - - •_ .-"1���1'L•• FBI II I I Roof Plan Rakes Eaves 18 -T L LI [I LILI LIF11 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 PLAN 1 B I CALIFORNIA RANCH Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN UCAMUNGA , A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO ! ! r I I 1 ! I r IF IF q OU Li In �■ ■1 NONE �� ■■� ■■ ■ on ■E ■� Scheme# 4 Left 6 4 3 7 2 1 5 TET NEI . ■■ 1 ■ �. ■. Right 3 1❑ 2 7 ❑7 ❑9 1 5 CALIFORNIA RANCH - B 1❑ Roof: Concrete "S" Tile Roof i 2❑ Fascia: Wood 2x3 Fascia With 4x6 Rafter Tails _ 3 Exterior: Stucco 16/20 sand finish r ' '� - t ® Barge: Wood 2x6 Barge Board t 5 Veneer: Manufactured Mortared Brick Veneer NrYK.` © 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 r ■■ �r ■■ ■ ■ o ■ ■ 0 Shutters: Pre-Manufactured Shutters ■■ ■■ NMI 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door F'G' RearPLAN 1 B I CALIFORNIA RANCH 1 0 8 5 4 6 Building Elevations ARCHITECTS PLANNERS DESIGNERS Al 07 E1. E1E1■ MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN HlopAM N A A - 9 O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO 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 O 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 I i L_ J I I II I I N Pwd r Linen C:) CQ O c4 o II II --- -------------- -- M ——————————— --� I� — -- � ---------------- --- '�---�' F/ J`1 I---- I_ _ .I WIC Tandem ' c0 II 34 LF 'I Entry 1 '-1 " x 16'-8 ' I I I I I ---- - - ------------ co is Dantry 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 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 ARCHITECTS PLANNERS DESIGNERS ETIWAND kbo L I IV Al 08 r MANNINGHOMES 2 48I i X RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO —————————— ——————————————— r-—————————— ----------� ------------------------- I I I I I I I I I � I r cTl I I • Op I T T \ 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 � I I I I I � I I 6:12 I ' I ' I I I I ' I I I 6:12 I ® I 6:12 I I I I I I I I I I I I 6:12 I � I ------------------- I . I I \\ I I 1 I I \ I I \ I I \ I I \\ l 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 I N N\ T I I Lq I I I I I j I I I I I I I j I I I 12I I B:12 I I I I B:12 I I ' I I I 141 I !' ! 4 - - - _ I I L_1,- _� -� r i I 'V . 1 _ - - ill LT I - - ._ - - - -------------T-----------------J 1 I III Roof Plan 1 C jr II _ Rakes ......... ... ........ ... o ... ::::: ........ ... . J Eaves r - T _1C T1 - _ LL-1 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 ❑5 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 12 Copper Roof: Standing Seam PLAN 1 C I FARMHOUSE Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS Al 09 MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN N A A - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO 7K. Scheme# 7 Left 6 6 3 7 2 1 T �- - F kkk 1 111 . E Fj 11,, 1 :o 1A6 t7 - I ' Right 3 1 ❑2 7 ❑7 9 6 5❑ 8 FARMHOUSE - C 1❑ Roof: Concrete Flat Tile Roof +1 _ ❑2 Fascia: 2x6 Wood Fascia - T 7. - --- - 3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts { ® Barge: Wood 2x6 Barge Board 5 Veneer: Manufactured Mortared Stone Veneer _ 11 it, _ ❑ _ 6 Gable Accent: Horizontal Siding Vertical Board and Batts .- - 7 L; Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish r , - I M ,T - - _ - - _ _ -- 8 Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations P ❑9 Shutters: Pre-Manufactured ShuttersCD r - 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door � I - 12 Copper Roof: Standing Seam 8. F.G. Rear 1 2 7 5 4 6 PLAN 1 C I FARMHOUSE Building Elevations ARCHITECTS PLANNERS DESIGNERS Al 010 MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RANCHO CUCAMU CA - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO r f49 r .I Al ik AS f �[ ,iw 1: Vie•, ,ram w +� y ■P� h Y� 1 iI t �0+ 1 I AT it II � I I I ■ , c AF •r 11�1'�1A1��iRll�f�l�1�■11�)r�s��.�1■l7J•I�k:��Y:si�i�ll>rllr !■!■1i7�� sb`i�Ri�i. �i�d�+ii��iJ�■�■!ll����llA�ll�l�11�_■■��1�5�_■lam■�1��� ! l���iRl#�� - _ - oii�ii�iii _ _ imi_�_tit�iiirii-_ 0-1-I t�_w_i ii�ii _Jiw�_ i�iiir�' -��ii- _ in��_ii�i�i�i■�■ -�iii�iiiii_iiiiiii�l�r��■ii■�1iiMi"im_am � � • ��1�' -- -��' �1•.�. Ir'11�����_�_ I��i��®' � �� �®���I���_�_�_�_�_ !!�_li����_ �1����_ F i �L: "'�"�"� �: �s.�l� _ _ ,.- �-- _ __ r � _ - im"- - I IN WINFORMI"111 WOMi- MAP Ipp MORE MISSION imi Aw 1� � �����— — --— ��l)A����� i` t' � �s:�ti 'r_.r���^-�1■C"} l F~�•�� �. _ ,��--_ � - Ji• � - ���♦�1.��''_�iGa-act' �r�S ii� �e �T,a��r r - .,r _ -■ ingi�ii�ll�i����ill�� -'_ =���■����I������■_�� �� ��� ��■�. ■■_� —��—�— . 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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 ° ° O �i i ��. 71Ll8'-6" X 19' 7" I KitchenN �� Storage E '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 N �, N! `�' V FR. DOOR 11 -1 x 10 -3 I ----- ----- p - 8 ° ----- ----- N I N O Linen -- ----- Pwd r ----- ----- E ntry J ----- ----- ED 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 Ln co Ucn Ln co Ln N N co " 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 Aft �Fl AN 1 J A201 MANNINGHOMES 2 4 RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO 6080 TEMP. GL. SLIDER co 0 co Suite 3drm \A) 13'-1 " x 13'-0" 6080 BI-PASS TL— / 4+1 / co I I I I Linen 0 1 LUo � 1 I — 1 Bath 4 fp ° 2680 Linen i1' � ice' \\ i I I UC Ref Sink DW o w/microabvCIO kitchette I/12680 PR.�T.G. I/I FR. DO( 4 Pwd r F H suite Living Den 13-1 " x 13'-11 " 13' 3'-8" 2030 SH co N Suite Entry 2880 3056 SH 3056 SH 2656 SH 2656 SH Opt , Lomming Suite Optmional Den PLAN 2 OPTIONS ARCHITECTS PLANNERS DESIGNERS ETIWAND JL lr .% IV A202 MANNINGHOMES 2 4 RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO ------------------------------------------------------- I 3:12 3:12 r------------ --------- ---------- -i-� ' I I _- 4:12 I I I I I I I I I I -I I I r r r r 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 rJ L j I I I I I � 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�7' �'�y�`ti` - �`'���•'r�-^-�i�•C� `�ti �;��f�'� r�C�� �.r`'1'r�`�y� - 3 � l�r�-�,�. - - � i- �^+tJ." ��r�'�k"� ��'�r+—�..�TC ti i-�'�� i� •.� �^���� �•^Z'�` _ - � � ;,.,�^� �r/' .r-Y y.��.. ' �r c"�'��-lr •• Vi - -- O ' '.+� I _. t '4 jam. ^Y rt.. s•F.:.Y'�r1�-. ' I k Roof Plan 2A .­v f — - L_j L.J L.J Rakes NONE --- ■■ ■■ ■■ ■■ �� ■■ 0 E ■■ ■on ■ ■■ ■ aver '----------- v �. 1 y •' lr+"7.�"1 r•� r.., ; J ��ti ^ti.r •" .�_� t •iL. r 1r -r•"ti--..�. :. �„ ^, __#-- =��--•�:,,,,r._. , .• ] rY * T 1h ON NO ■■ ■■ EllON ME • OO NN ■■ ■■ •• • — - - 8Y Lj Scheme# 2 Front 3 1❑ © ❑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 PLAN 2A I SPANISH Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS A203 MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN N A A - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 1 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO J 3 •1I } I ! I ! SPANISH - A T.O.P. i , r I r I T.O.P. ❑1 ■■■■ -Roof: Concrete S" Tile Roof ■■ ■ ■■ ■ ■■■ ■ ■■ ■ 02 Fascia: Wood 2x3 Fascia with 4x6 Rafter Tails ■■ W . ■ ■ ■ ❑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 ■■ AM ■ 10 Garage Door: Decorative Wood Sectional Garage Door F.F./T.O.G. F.F.JT.O.C. Scheme# 2 Left 7 2 6 3 14 T.O. ROOF TILE +! T.O. SHEATHING �F I it _ r I I! ti � � r , 1� I r I � I I I 4 !,.. � + 1• � I i , I + � '� � i� •{I � i� � I i � I I I i '_ � + !"'^ I J � I I � n I ✓ I' f-,;t� C 3 i � I I �I I ,• irl ! I r I i I ] I• ,. i !i it r i[ ! [ [ L .I !, _ it I I I �I - II I t �' � ��'-��, �,���•. o ��,- l� y� � �--' Ire '� � .a.._ ��, ;�,�_; ,: ��.-�1 .�; ._, ,�� - �-,I� - i�^ � ;I � ■ O I �' �•-• !� 1 I rr� � I y�� � :� ,i � i #-- f i _'ly~�•,,��7��,,._i I � _ 1 , .l it ,���� ' 0 - P , ,•I j I i I :� T.O.P. , K; �! +' T.O.P. �,- j I r ■! i �I< T.O.P. I ■■ ■■ MEMO �■ ■� ■ IN ■■ ■ ■■ ■■ ■■ T_ ■ INT IN � T INN! I I � N----------- N F.F. ! i I I r '_ I ' i I h F.F. F.F. rNor r^ I �1[1—+C I I ! T.O.P. y ,- I l ! � ;3 i ''�� T.O.P. _ T.O.P. AV- MEN ■■ 0.0 Mon IME ■ ■■ ■■ 17 ■■ F.F./T.O.G. F.F./T.O.G. F.F./T.O.C. F.G. RRight 3 6 4 7 1 5 ear 4 2 1 6 7 6 PLAN 2A I SPANISH Building Elevations ARCHITECTS . PLANNERS . DESIGNERS �r MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN UCAMUNGA , A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 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 -11 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 _ Al1 _ ___ _ 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 = O 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 `C/D , , -�--- I I ----- ----- 21 -7 x 20 -1 N Laundry I ech Loft ----- ----- room _ =====JOpen1 -0 x 11 3 Co �� ----- ----- --- 111.111 x 101.311 ----- ----- 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 � � 01 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 ARCHITECTS PLANNERS DESIGNERS Aft �Fl AN 1 L IWAND of L lr .% IV MANNINGHOMES5 2 4 RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO ------------------------------------------------------- I I 3:12 I I t ® t 3:12 r------------ --------1_11 I I �-- ' 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 j I ! I I I I I j I I I ! 4:12 4:12 t I j I I I ! I I t 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 t I ! ----------------------------- ----------------------------------i I I I I I I I I I I L---------------------- I - 4:12 L-- ----------- -------------� t i �IRRR®—— I I r r I `�W'" 4:12 I � � L ,I Lr J I I L--------------------------------J e + Ir II Y � � '� ,, r I II I �; I t � r�, ��• Roof Plan 2B . 1 r Rakes 12 MEMO IMM II OWES ■■ 7=7 ® ■■ -- ■■ ■■ Eaves 18 NN NN 1 ` r _1-.� v i - ..ti _J—i �:_�- — -• — — — - NO OO ■. ■ I-._ NONE FEE NO .��- ■ O ■■ ... - --- _ .■ ■ —,—'-T- - El . 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 PLAN 2B I CALIFORNIA RANCH Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN UCAMUNGA , A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO ` + CALIFORNIA RANCH - B47.4r T.O.P. T.O.P. 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 -r T 5❑ Veneer: Manufactured Mortared Brick Veneer F.F. - - _ F.F. © Gable Accent: Board and Batt Siding & Exposed Wood Corbels T.O.P. 0 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish �■ 8 Window Accent: Brick Accents at Brick Veneer Locations I 7 I ❑9 Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door -- 11 Garage Door: Decorative Wood Sectional Garage Door F.F.JT.O.C. F.F./T.O.C. Scheme# 5 Left 2 ❑9 © ❑7 3 ® 5❑ I m.nuur I iLt +I T.O.SHEATHING = 1 -i li i i 1 f=^ i ' I t 1 f - - . • ti ! �� ; +• I _ I { I; ' ' is -• - - -. - r-r - - i!- i -••k T.O.P. _ r T.O.P. _ T.O.P. L } Y ■■ ■■ NONE ■■ ■■ ■ ■■ _ ■■ ME ■■ ■■ - _ 1 _ ■■ ■■ ■.■ ■ ■ ■■ ■■ ■■ ■■ ■■ +I F.F. -� �- ...r- .�-_A, �.��.." �• - -Ir ,_ y_ ,. F.F. T.O.P. T.O.P. L-i Li _ 14 I i r d .I d _ G ■ ■■ ■■ 'I - --I F.F./T.O.C. F.F./T.O.G. U 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 ARCHITECTS . PLANNERS DESIGNERS ho A207 ■ I, MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN H AM N A A - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 1 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO 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= L �, L �C Linen I , �� 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 4 ----- ,,�,, In I = O 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 I ,, 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 Aft �Fl AN 1 ETIWAND JL 1r .% IV A208 MANNINGHOMES 2 4 RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO r------------------------------------------------------- I 3:12 3:12 r------------ --------1—i--I I I I I I � ------------------------------ ------- I I I I � I 4:12 I I I V r7 j 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 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 ®® I I �� �q' c•7� I ----------------------------- r------------ --------------------� 4:12 L---------------------r ----------i I I L ----------------- ------- I I I 4:12 i r r 4`6 II al II I jit 1 11 1 lit II L--------------------------------J I k 1 11 1 ' -FL-= Roof Plan 2C _ Rakes Eaves 12 11 . 11 .. 111 ,1 1. 111 . 1 _T 1 . 1 .. 1 11 -1 1 '.. 1 11 . 1 J 1 . 1 . 1 ' d I 1 11 . 1 L L., 1 .- 11 11 j "1 1 . 1 IT 11 .. ......... _ - =77 . T. _7 TH Imo- -- INN ■ ■ �■ Scheme# 8Front 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 PLAN 2C I FARMHOUSE Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN UCAMUNGA , A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FARMHOUSE - CLL 1 Roof: Concrete Flat Tile Roof T.O.P. TflP ❑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. © Gable Accent: Horizontal Siding T.O.P. T.fl,P E _ter ❑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 a = CZ) 10 Entry Door: Decorative Front Entry Door 1F. 11 Garage Door: Decorative Wood Sectional Garage Door F.F.i - F.F,IT.O.C. Scheme# 8 Left 3 7 9 6 4 5 T.O.ROOF TILE +� T.O. SHEATHING I - ' 3 I S ti . _ 7 i -77 T.O.P. - �-E - __ L "I-1:- y } - ` ,, - - f - T.O.P. - - - T.O.P. CD F.F. - F.F. �i - _., �� _". - - ---°°__= F.F. - - li_ iI T.O.P. T.O.P. T.O.P. _- __ - -_-_-_ - -- iL- WiII16 I. F.F.J.O.G. _ _ _ _ _ _ F.F./T.O.G. - - - = -_ �� F.F./T.O.C. 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N ----- ----- ENTRY --- --- - N ----- J ----- DINING ------- JI 1 1 1 111 X 1 1 11 2680 g = �' AR GARAGE CID co 11 ' 711 X 12'-611 LOi' 0 cyo) �2880 --------------------- 2 '-7" X 271_Q11 OPT�NAL 2680 ---- ———— — O O O pip oM _ \y II ZUI+U on ZUt4U on v� L------ -- -- - - - OUDID on 3056 SH 3056 Sm F-- -------------- TEMP. GL. TEMP. GL. � L- -------- -OFT[GRA F �, 2880 M 1 --------------------- OUDU on 3050 SH I I I I I � D N/OFFCE 141_ 1_Q11 II — 9'-0"x 8'-0" SECT. GAR. D-90R 9'-0"x 8'-0" SECT. GAR. DOOR cnLO 1 co 0 co Hi 3056 SH 3056 SH PLAN 3A SPANISH 4960 SQ. FT. ARCHITECTS PLANNERS DESIGNERS ETIWAND ha J L Ir . IV A301 MANNINGHOMES 2 4 RANCHOCUC A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOSANGELES . BAY AREA . 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Rakes II ■ ■■ ■■ ■■ r■ 00 I Eaves ME _ ■■ MEN■ ■ ■■ �■ ■■ ■ � I 0 ■ moll ■■ ■■ ■ I I Scheme# 3 Front 3 9 ® © ❑2 5 1 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 PLAN 3A I SPANISH Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS Imp ff A302 MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN N A A - � O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 1 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SPANISH A . �' •• ,�.* T.Q.P. 1 Roof: Concrete "S" Tile Roof ■■ IIEN ■■ ■ ■■ ■■ ■■ ■■ ■■ ■� 02 Fascia: Wood 2x3 Fascia with 46 Rafter Tails ■■ ■■ ■■ ■■ ■■ ■■ 3 Exterior: Stucco 16/20 sand finish NEI NEI CIO a 4 Barge: Wood 2x6 Bare Board - - 5❑ Gable Accent: Round Pre-Manufactured False Vent Pipes F.F. _ T.Q.P. © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish - � 7❑ Shutters: Pre-Manufactured Shutters ■■ ■■ ■■ ■■ ■■ ■■ ® Tile Accent: Decorative Ceramic Tile ■ ■■ q Q 9❑ Entry Door: Decorative Front Entry Door NEI ■■ moll ■ 1 moll 10 Garage Door: Decorative Wood Sectional Garage Door F.F.IT .C. Scheme# 3 Left 4 5 3 2 6 1 T.O. ROOF TILE +i T.Q. 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SACRAMENTO 60'-0" 3056 SH 5056 FX 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH I 00 O II II w I c 3050 SH 3050 SH 2O40 SH 2O40 SH 3050 SH 3050 SH 3050 SH I I I II II I -- o � ———— — � -———--- T ---------------------- I 2680 COV'D PATIO w, HMCL� R R r-r % I A I c::1 (:- NOOK o li it 19'-10" X 10�_6�� �I _ _ �x x 0 BATH �' ' ' GAME R /OPT. DR 5 II O 16 -1 " x 141- " 3046 SH 3046 SH 3046 SH co 2 16080 TEMP. GL. SLIDER rs��) I B R 2 --- C PRIMARYco 15'-7" x 13'-611 _ ' �I co o ��T�NAI I I 3p��� 1 0 12680 BATH zl �' <2 o M I /I L.L.II I I 2680 M --r-- ——— � zl I I I I I I z I I --- I-r ' I - - _—_— �I � --- 2680 2480 cn I C I I O W. I .C. N I BATH I O �� --TI T I xii I I W. I.C . 4 N ------ ---- ------ L- -- -- L- -- -- J ----- -- o I x II I x I LINEN �o;� PRI DRM I -_-- �_--_--= I GREAT OOM I� L_ ---- yl -------� - - - I I X i i N 2680 o o —LINEN 17 2 1 II LAUNDRY o 20 I__ 0 21080 1 ,_8„ X g�_o�� o - KITCHEN I 0. I N I W. 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GL. o F 2880 I ---- -- ------------J 3050 SH 3050 SH � C QV D PORCH 20'-7" x 6'-8" D N/OFF CE -------- ------------------- 14'- '-0" _ - 9'-0"x 8'-0" SECT. GAR. DOOR 9'-0"x 8'-0" SECT. GAR. DOOR -------- ------------- to LO O M 3056 SH 3056 SH PLAN 3B CALIFORNIA RANCH 4956 SQ. FT. ARCHITECTS PLANNERS DESIGNERS ETIWAND ,� L14 0 sic IV A304 0 2 4 8 MANNINGHOMESi x RANCHO A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . 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I akes < ti f 11 r I ' r _ Eaves18 - E:� - Lr F1 E:1 I E _ li CALIFORNIA RANCH - B Scheme# 6 1 Fron s 7 10 1 2 3 s 5 4 9 6 11 1❑ Roof: Concrete "S" Tile Roof OZ Fascia: Wood 2x3 Fascia With 46 Rafter Tails 03 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board ❑5 Veneer: Manufactured Mortared Brick Veneer © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 07 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Brick Accents at Brick Veneer Locations 09 Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door PLAN 3B I CALIFORNIA RANCH Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS MANNINGHOMES2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RAN UCAMUNGA , A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO CALIFORNIA RANCH - B 1❑ Roof: Concrete "S" Tile Roof � � • T.Q.P. OZ Fascia: Wood 2x3 Fascia With 46 Rafter Tails Exterior.. i it ii ■■■ ■■ 03 Stucco 16/20 sand finish ■■ v ■ ■ ■■ �■ ® Barge: Wood 2x6 Barge Board a ❑5 Veneer: Manufactured Mortared Brick Veneer INN 6 F.F. Ex g & Wood Corbels T.Q.P.M11 ❑ Gable Accent: Board and Batt Sidin Exposed 1 07 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 41 ■■ ■ ■■ T 10 Entry Door: Decorative Front Entry Door 1NEI ■ ■ 0 11 Garage Door: Decorative Wood Sectional Garage Door F.F./T.P.C. Scheme# 6 Left 4 6 9 ❑3 7 1❑ ❑2 ❑5 T.O. ROOF TILE +i V AC T.Q. SHEATHING a r I le I r } • , .: r ; t ! ' �'�'�` '• •�y { � { - - , y�- I �� . may,.- J 1 _ t TAV— .O.P. : r. { �' {. r `, r w h ' r r ' �r + •_ ' ' --� ^'� T.D.P. ME ME ■ ■■ HIM ■■ ■ ■ ■ ■ ■ ■ ■ ■� ■■ ■■ ■■ ME ■ ■ ■ ■ +i F.F. I' } .; t II = ' p 1 t ...�,. , p F.F. 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I .C.J ENTRY 1 I --- w 1 ----- ----- I I DINING -- ----- - - - P -- ��- - zl 1 I ----- ° J X1 "' 2680 g _ �' I BDRM 4 BATH 3 I 2 AR GARAGE M 1 11 I 11 � i 11 -7 x 12 -6 0 �288o I ___--------_ 2 '-7" x 27'-0" 2650 SH 2650 SH 2650 SH I FiLjOPT�NAL 2680 ---- ----- o — ................. ffA--" O O p p o 2036 FX 2036 FX 2036 FX �0� co = I -------------- 2040 SH 2O40 SH co L�— — OPTIONAL 3056 SH 3056 SH 3056 SH TEMP. GL. TEMP. GL. o F 2880 Ji - ---------------------- 3050 SH 3050 SH D N/OFF CE ------==J�====== ==--- -------- 14'- '-011 _ 9'-0"x 8'-0" SECT. GAR. DOOR — 9-0"x 8'-0" SECT. GAR. DOOR _ ------------- ------- Lo 0 co 3056 SH 3056 SH PLAN 3C FARMHOUSE ARCHITECTS PLANNERS DESIGNERS ETIWAND CL P or SIC Q IV A307 0 2 4 8 MANNINGHOMES i x RANCHO A _O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . 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Scheme# 9Frr FARMHOUSE - C 10 4 5 3 9 7 1 3 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 PLAN 3C I FARMHOUSE Front Elevation & Roof Plan ARCHITECTS PLANNERS DESIGNERS A308 MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials And Application May Vary. RANCHO CUCAMU A -O 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 12021297 � 12-05 22 ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FARMHOUSE - C 1� Roof: Concrete Flat Tile Roof T.O.P. ❑2 Fascia: Wood 2x3 Fascia ❑3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts „ � ❑� � " � '� " 04 Barge: Wood 2x6 Barge Board � � a 5❑ Veneer: Manufactured Mortared Stone Veneer � ' --- ❑6 Gable Accent: Horizontal Siding � - - �- F.F. T.O.P. ❑7 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ❑8 Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations 90 Shutters: Pre-Manufactured Shutters a 10 Entry Door: Decorative Front Entry Door CID 11 Garage Door: Decorative Wood Sectional Garage Door F.F./f .C. Scheme# 9 5 4 3 s s 2 > > Left T.O.ROOF TILE T.O.SHEATHING T.O.P. .. . �, _ - - . . ._ .. ....,... _ .. - --. .. ._ r.. I IF 7' 7 El N kPF +i f.F. _ _ - -. - .. F. , ,..,, -_ .. --- n r- � F.F. 11 T.O.P. .- - I — ,« T.O.P. = 111111 � 11 11 11 _ 1 11 11 11 = ' � �b b F.F./T.O.C. El F.F./f .C. J_ 41 3 2 9 1 7 5 Rear 2 4 1 3 9 7 6 7 Right 5 PLAN 3C I FARMHOUSE Building Elevations ARCHITECTS . PLANNERS . DESIGNERS �TIWANQ �� � L � IC � IV A309 MANNINGHOMES 2 4 Note: Artist's Conception; Colors, Materials RANCH 0 C U CAM U N GA � liA � Al1CI Application May Vary. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA 2021297 1 12-05-22 ORANGE COUNTY . LOSANGELES . BAY AREA . SACRAMENTO DESIGN REVIEW COMMENTS May 16, 2023 6:00 p.m. Mena Abdul-Ahad DESIGN REVIEW — PATRIOT PARTNERS - A request to construct two warehouse/distribution buildings totaling 91,369 square-feet within the Neo-Industrial (NI) District, located at the northeast corner of Hermosa Avenue and 4th Street. APN: 0210-371-07 (Design Review DRC2022-00209). Site Characteristics and Background: The project is proposed on a vacant 4.83-acre parcel. The project site is triangular in shape, with frontage (width) of about 355 feet along 4th Street and a depth of approximately 505 feet north to south. The site has limited vegetation, found mostly along the easterly and westerly boundaries of the parcel. The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent properties are as follows: Land Use General Plan Zoning Site Vacant Neo Industrial Neo Industrial (NI) Emplo ment District North Industrial Park Neo Industrial Neo Industrial (NI) Employment District South Multi-Family Residential City of Ontario City of Ontario East Industrial/Warehouse Neo Industrial Neo Industrial (NI) Employment District West Drainage Channel General Open Open Space, Flood Control, Utility Space and Facilities Corridor (OS/FC/UC) Project Overview: The applicant proposes to construct two industrial buildings totaling 86,656 square feet. Building 1 measures 66,397 square feet and is located toward the southerly portion of the site, closest to 41h Street. Building 2 measures 20,259 square feet and is located toward the northerly portion of the site. No specific uses are currently proposed in either of the two buildings. The site is accessed via two driveways from 4th Street. Parking areas for the two buildings are evenly distributed across the whole project site, while all truck loading and truck trailer parking areas are located away from public view, toward the interior of the site. Required parking for the project was calculated with the assumption that both buildings will be tenanted with a warehouse use with an ancillary office. Based on this calculation, the project will require a total of 86 vehicle parking stalls. The project provides 86 stalls, meeting the parking requirement. There is a total of 10 dock doors proposed between the two buildings. Therefore, a matching number of trailer parking stalls are also provided in compliance with Development Code requirements. DRC COMMENTS DESIGN REVIEW DRC2022-00209 — PATRIOT PARTNERS May 16, 2023 Page 2 "'°, , , euILoINGzl 1 20.259 S.F. c, i ,tea L.T.----------- I ! s i 1 4 i a � I BUILDING 1 v - - ——-- - - 66,3137 S.F- .s _— y FOURTH ST. Landscaping is generally distributed along the project's 411 Street frontage toward the southerly portion of the site and within the building's parking areas. Landscape coverage is 18%, exceeding the landscape coverage of 10% required by the Development Code. All trees proposed along the public right-of-way and within the subject property are at least 24-inch box in size, in compliance the City's Development standards. The project will be conditioned to incorporate landscape lighting along its street frontage to enhance the site's nighttime aesthetics, as required by the Development Code. The project complies with all pertinent standards in the Neo Industrial (NI)zone, as demonstrated in the following table: DRC COMMENTS DESIGN REVIEW DRC2022-00209 — PATRIOT PARTNERS May 16, 2023 Page 3 Development Standard Required Proposed Complies? Building Height Max. 70' * 45' YES Floor Area Ratio Max 0.6 0.4 YES Front Setback— Major Arterial & Special Min. 45' 53' YES Boulevard Interior Side Setback Min. 5' 5'-6" YES Rear Setback 0' 5-11" YES Open Space/Landscape Area Min. 10% 18% YES *Max 70 feet if building is set back 1 foot from front setback for every 1-foot building height exceeding 35 feet.Office portion of building not subject to height requirement. The south (front) elevation of Building 1, facing 4th Street, features a modern design featuring a combination of perforated and matte black metal panels, asymmetric widow placement, and sharp angles, resulting in a unique design. The south (front) elevation of Building 2 incorporates some elements from the front elevation of Building 1, but to a lesser degree. The side and rear elevation of the two buildings carry their respective front elevations' design elements resulting a dynamic, yet cohesive architectural treatment throughout the entire site. A�Oak The development of the industrial buildings meets the intent of the General Plan's Neo-Industrial land use designation. The Neo-Industrial land use designation is intended to provide for light DRC COMMENTS DESIGN REVIEW DRC2022-00209 — PATRIOT PARTNERS May 16, 2023 Page 4 industrial uses that result in low environmental impacts. The proposed buildings meet this intent by constructing buildings that are relatively smaller in size and can accommodate a variety of low- impact industrial uses. Staff Recommendation: Staff requests that the Design Review Committee consider the design (building architecture, site planning) of the proposed project and recommend the selected action below to the Planning Director/ Planning Commission: MRecommend Approval of the design of the project as proposed by the applicant. ❑Recommend Approval with Modifications to the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be verified by staff prior to review and action by the Planning Director/ Planning Commission. ❑Recommend Conditional Approval of the design of the project by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission. El Recommend Denial of the design of the project as proposed by the applicant. Design Review Committee Action: Staff Planner: Mena Abdul-Ahad, Assistant Planner Members Present: Staff Coordinator: Sean McPherson, Acting Principal Planner Exhibit A— Project Plans 20 PATRIOT PARTNERS • 1 RANCHO CUCAMONGA, CA u rl v 0 HERDMAN ARCHITEMIRE,D SIGN TITLE SHEET i111 - i Exhibit • —ELOPERGRIkfNER KEYNOTES O < < U) PATRQTP-- 0 P_ Pr�l NNEPI-1- 0� z Lu APPLICANT'S REPRESENT—EIARGI-1— 4 A­aftSL`Tlr.r C�E�S_ ixc. -1EPT-1T--.NPCE 1A 11E1 —LE El T11 0 II —1EPDNNN PNPNNE 1-- 1. 1E.E..— , II PA D S ELRoL=E=`ME U) z Lu SCDPEOFWORK E—E-7TU.—xxoxsox ns NE.U.. z TINO N-ONE 9 145 PA SE T"STRUCT T"Y'E HE— D-—NGING­E"N_—WHEN NUINNN—L T N 1 �E I _E GN RN UDxxDx < IN A IE� IEI—-- —.NE—N 11 E.P—E-- RLE 2'INCH HOSE—VEN NUP'L EN BYTHE 1. T 0 _E_NNLE N Al LEG-DESCRIPTION&—ING BUILDING 2 <NE 1 —U—IN TNE Hy"M DE"N" NE_INNIEP —EN 259 S.F. I.N.NE.I.—HAL IN 11 2— ZF EHEET—EX NET SHE AREA AII —SHEET —RE I.— _E'. "NPI —=—A-3_P" FLOOR AREA­0 All NE ........................... -E— —E I.P—.D _=_NN 2N =1 P E-1-1-INGinxcz .—H.—I BUILDING AREA SUMMARY—. GO ENTEN—E-1—U-N. ftSU z— 0 FICE =EP LLJ z II: STE—II 1ILLE-1.1 NE—NE PIN L.N. .11.1E —1G—N-L- 14N.T——1 AREN—E VICINITY MAP All 2MI; P—T P—N.— uj NE-111E S�LUNG I 0 < ci PN— 8U"N­ w W aye T NORTH PR.D I 2 =N"— 8U NG� AREH—E "I — NINE SHE PLAN GENERAL N— F—117 E—F M, P— s e 11—e -,*..o 9E LANDSCAPE AREASUM- -_AL D MES—TO RNAMCN W—S—EITHER TNE NENTEILINE)R——E_ftAl�-_FNN-NHA —5 NEFI�E��.TA�T—AN—El PIN—N-NI UTU- P'== TOT-PARIGING RE—RED -N—Q- —C—P P.INTII.1 _NNE_N I NEIER T�.-D=� F—ED G— —ING NSE BUI BUILDING 1 1-1——N.E 1=E12Z..." MAEE—E 66,397 S.F. "N=2INL71=XR5�.14"'1�1 TME ITE PIN< IL 11 N —EEDE1 I. N. U N ft�.G G NICE =PIA N S ISN I-ININI I-INDE 11—NUNN U SE E.N I TH I—NIN.—ErN,1,N.,1D=EA PASIKING PROVIDED P-- P D,N,'RENENTNNN D, 'Z�.N=L�AENTD%RREENAOITTHRRVI ELI-- `­i;.E.N--N-N—1.— IL L� o P.C-1=.T—RETAINING C �'l=T- R�-U= —P—NICE �V II..... 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T'LTR DT­Tl�ft EN LARGED TRASH ENCLOSURE BUILDING 1MFER.L— STE GENET—NOTES I PM—L EET—EN.HEERIN.�.1- 2 —EM—TM17—1-4 81"'Po T� CURIIIAREE—TOTHE— ­N—A_TERLHO R E_R R.;ER DNES-2 F ­ ER—E LHE ITTM.L FL.I NE E�T.H� W T NF—T�N—N.T —�--.—.�TENF—AT�G NT _0C.R. _p.NTo Fl 2NEREM op"—FIN`HEI� HERDMAN ARCHITECTURE a DESIGN SLOPES—"D REGTION TM I"­T A19-2115 _,.E_pE, —Tgll�—AL.N.——1 04042023 — R_T_ —TDUB�EIXXH—A ENLARGED .IN _ff ��NC�TEMtN�RPEfE, "l"��ZL�E� SITE PLANS n TRASH G_TH_ DG ENCLOSURE ELEVATION 1 BUILDING 1 ENCLOSURE ELEVATION 2 BUILDING 1 6 3 ENCLOSURE ELEVATION 3 BUILDING 1 EZRORGI— —�ZE M0=IN H H. I 7 ENLARGED ED LANDSCAPE FINGER PLAN 1, 'On M�RM�STATL�EN—RO,—PRE— G, .—E--S—LND R-I R.��� D—L ED D-1—OFING AT RETA K-A Al 1 KEYNOTES 0 Q U U) o �°u sEE O iu[wancrTssisi[vutxixosrui.sn Z 10 VANWD o _ e - sTunnao vnaprwsTUL.sow[n is = O LU - � W 1'lROOM ELE __' xLELSTov r k,rv.� �T�b o xaEw�L. - oPa°TE�xoxPos. 0 0 bw. bx,LowbEx,x�xbE o °P°FwALLT - V wALLaE DI LLb a y m ENLARGED TRASH ENCLOSURE BUILDING EXTERIOR COLOR V LLJZ 0 n ELECTRICAL ROOM&TRANSFORMER PAD DETAIL BUILDING 2 \:J va•=ru• �O ax.x,n°ag°nLxM�xxM caa,. OF ��eR.rvooNE° INI rl LARGED SITE PLAN BUILDING 2 ©r EN are°c�xs.��bTnc°°LPwP�w. =19•a• p_s rvsua,Eo°uss.c�.� O nTRASH ENCLOSURE ELEVATION 1 BUILDING 2 Pa'MEa co.TFaoM.°xEa�rv°T°,xE o L a-3•=1•-0• TO oa cernT.s wcTUPnLvuus aoFrus axcTuanLvuxs SITE PLAN GENERAL NOTES T T 72 °a cE*nib _TU.Lw.xs Q ssN. IEEE,,nTEsx[X[rrvcrM av-wmn () cooao rvnT[uL rovers or s TH— rITYPICAL ENLARGED EMPLOYEE BREAK AREA /,TYPICAL TRELLIS ELEVATION 1 /,TYPICAL TRELLIS ELEVATION 2 nTRASH ENCLOSURE ELEVATION 2 BUILDING 2 cE..°x°TME�CE55BLE H E RDMAN va•=ra• va•=ra• va=1 o 3:—§ • 0 avn ARCHITECTURE♦DESIGN A19-2115 0-2023 ENLARGED T SITE PLANS PR P. nN a°bae sTa aEZPIPEO. DE „ Al 2 KEYNOTES 0 < < 2 0 OE z H'ESTA"' 0 06 _N QCC—IN——EL FENCE N I'T T, —'-- A IA�U==.N—1 U) z —NEL TI-11 LU z t EAST TRUCK YARD-NORTHEAST GATE ELEVATION-BUILDING 1 SOUTHEAST GATE ELEVATION-BUILDING 2 I�111��Y� < 0 13- III I-- N.— IIII 'OUTHWEST GATE ELEVATION T, RETAINING WALL SECTION rn 1.—0 EXTEIR.-—.11 'd z ILz A =-M-E.— 0 z oax LE rl S '.—F.ZEI I—L j_IJ TRUCK YARD-SITE WALL ELEVATION -BUILDING @ (D @ E, = .TR I.R= rvsuaTE° .................................. ........... S., I...I... 1... 1, 2 U 0"�FE'O"6'OEO—U,�KX_ D, �EM�E.�CHEM. ,ND.DTR.T�H.�TWILL PRO! 1=I tt�t I MoN 5—IF"D By TH"­UFACTURER FoR CONCRE7E 6 IXCEPT'HERE N—D—E—�E �L �ALL lg��ST,TRUCK YARD-SITE WALL ELEVATION 1 7 LD8R0-WTHG—NGI)IRE---R—E—THE—l-T-THE ............................................ ............................................... ....................... ..................................................................................................................... SITE—GENEI—NOTES ..............lmI, ......... m ... . ....... .......... ......... ...................................................... EsaEET i i =M� WgFMlRMRr � "-E-F=EREo_—E.El- -E ERI N ® v `UEI ,M I- RPO , 4=4=1= 4= -41 o"THE FN SH 1-11TI AN-Q—DIT—UTL —R—QN 6 • GENE— l � ,TTRUCK YARD-SITE WALL ELEVATION 2 'A L— GEN��LCo"jEl�TDRToF'E��IED'FYN�E�ITEI. —E- -� �CQNFQRM T�THE LL—G,I M"=`llRoHU__112 ID.IN ............................................................... 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T-E=—=M'=Z=--EA-E...LE HERDMAN 7 ARCHITECTURE,D SIGN 04.04.2023 A=M6.W.D=.PN2MN.C.7ll 2Y— .......... =LT`E=18N­ GATE&FENCE AANU.HF��pl�AT��E�E"��R�ELF�Q��LLEO�U.P4ENT RI_ _ P—T— -N EN T P­­ly ELEVATIONS UT �O Jim .=._—EE—All 1�A 1 EEA.—�—R�R—E�NR,.,—E-E—1——L FP �� _F� ET N WIT TRUCK YARD SITE WALL ELEVATION 1 E.—I.—THEA—C—F.-—1� — 7 1 PPU __E Al 3 SITE WALL/FENCE LEGEND Q U U) O0 PROPERTY LINE 2 Z U PROPOSED S'TUBE STEEL FENCE W ABOVE RETAINING WALL. _ (J ALL 1U h PER GRADING P'LANG W U OVERALL MAX HEIGff 13' 2 U (-OF RETAINING+FENCE) F = VISIBLE HEIGHT FROM CHANNEL SIDE 8'— U Q (e•RETA AIINING+FENCE) U) K SEE 3 FOR ELEVATIONS LU Z PROPOSED TUBE STEEL FENCE- H MAXIMUMH IGHT TO BE SVERALL Q MEASURED FROM MID POINT OF D_ RETAINING WALL TO TOP OF FENCE,SEE CONCEPTUAL GRADING PLAN FOR RETAINING O WALL HEIGHTS — PROPOSED NEW HCONCRETE BUILDING 2 I SCREEN WALL S Q 20,259 S.F. o PRDPDSEDa H TUBE STEEL FENCE PROPOSEDSSLIDING GATE) SWNG GATES / / Q k i z �3 0. ¢ G�� O GQ�� w p�0 x BU WING I I I - -- - 7---T---T---l- IS I HERDMAN ARCHITECTURE a DESIGN A19-2115 FOURTH ST. oA.oa.zoza SITE WALU FENCE PLAN rl SITE WALL/FENCE PLAN 1'=aaa• Al 4 KEYNOTES 0 Q U U) urvxowu w*oafs*,FErvcsox*w 0 OE Z O = U � U = O F = V U W9 Z af s RE LAKE a FINE--EGEND _—L __ I�I FIRE HYDRANT DOOR6 THE -"^ E BUILDING 2 H rvr ias svalxrc�Erz 20,259 S.F. 3� — FIRE LANE MARKING Q sysnu, xoa/� SEE DETAILS FOR 2 I A1.S 0_ to 1 k \ F 0 Z \ 26'FIRE >! 6\LANE ® — w g Li W 010 �I �i IA I I �v� � rt rt rt rt .. _ BUILDING. m 66,97 S.F. 'I rc I I � 1 r l HERDMAN r,m,aE vuazicuer ARCHITECTURE a DESIGN A19-2115 o-2- FOURTH ST. -- FIRE LANE PLAN ll PROPOSED SITE PLAN-FIRE LANE PLAN LJ 1°-9v9 Al 5 KEYNOTES L L L L L Q 0 ... ...... .......... ....... ........ 0 iy— I Lu 2 fEnLfyPW�L A.1 7: ®? T. vevxEnvvoov. 0 to Lu z 7 LD BUILDING 1 71,152 S.F. FLO­FLNi LEGEND LT ."­ ­X AMT=T=oC­AMN 0 T. K Q Lu z "lTAL.tlD P:71L IAI F°RMATpcc 7 °­,�.F� ---—————-————--- —————-—————-—— TM R 1� L r E° _W�=N S.ELE ­ ­ HEET01T PROPOSED BUILDING FLOOR PLAN BUILDING 1 FLOOR SLAB GENERA.NOTES U- To BE­SSV P!RAC I­T��LE,21 0­­8­­TT0P­VDLJ0lN=­HF TR­­SIM ­E­PME­­0H6­ ....4RH T_TN Al I"FIN-T­—L FLIAT H=1,1.1111 N_ 8=ATETL.-N N T_ ­­T­­l­­ -MLE%=TDo­­N-­��­­— 10�; 0,ADl,�F,0R=P­MTl�NN DLE.AL R P­_AT :AL.­NLE.oN.WTl=E=W.E.­­R U_ ­W­No=ET­UTN="=M Z ETCl R RI.A L. UlRLE0N0T­L=AM== W C.T. o.NAILmP.00.N.D.0­ 11.—­lTNR=l=L­NAIL H­ LE,��D,,N�WQODDr�ED�RIQRT�N­ .LP.o IL­ U,T F—R— FLDDR­GENERAL­8 �ZLE=T I.R IN THE AErez000wi.xA 8 D A� HERDMAN TH F­ ARCHITECTURE,DESIGN ­TT­ H.L�E ­­—E.'IRE...N. 94.94.2023 UoN t­EN8 0­000­ETE A'ENTER,E _E W­­­­NS To T­ID=�N­H.WN BUILDING 1 ­AD`LTU=NTE)oR.0CT­TEH W%FNA.SEH.EE 1.P­. INA� UT GROUND I M­l=E.Ml0N"­T­.N`o'.N­T- EN­­T.lT­1.11 LEVEL FLOOR PLAN 14, ELSEEMt..ECNTD— =D TYXIElA.I.14 ENT;X=PRp­TER_'R D�1�� NTE_R.AF X FN�A ED.NGE�R DECTF. �E�T..I A2 1 W,lqAL DOCK DOOR SPACING 2 KEYNOTES 0 < < U) Z4.-F.�12-1`0MVIMIM 0 utcxnFcruaux z 0 0 LU 2 m 06 D 0 U) z x 9 Lu 12 2: 310 42 z < 0 xNFN�2-F &.L < FLOOR FLAN LEOENO i- irso C.2 LT t� ------------------------------ - 0 z <4- BUILDING 2 LLI z "Do 20,259 S.F. EEN E, OF -E-F.R.-O-NOOR.-N -T-1.1- 0. .-T-1-N..- ".­EV"o.O^Rl=F`ETFOE.1 b FR 1. AN 1LOOF-B T 1L.OFF---F,I FIR 0 ----------- -------- (j) WN=-S.ELEHEET-01- �T-,F.R_T.T_=_-8�6- F, FOU, FLOOR SLAB GENE-NOTES I TrvarL D.2 4­pEpoURSTF'pS*E Ro`p­8TF`N­ --OFOON- T RU% -. 1 T ON lAlTFN`FF- T.-OIL-1-ON1 FF,_ TONEs.EE 8 HEGE I i No A�E ExFao �NFL OF NO NT E_ IEIA'2"F,?'=""'RF DLETARL 2-DOCK DOOR SPACING _FF P-I—AT BUILDING 2 W-SUNLE"T"OTHEr-7f=T�-QWEO-OU--P3AT-Q TO A-FOR F.FO_ TNZ.RIP!----F L' =FFANDR�-��=PT 5,A.­-RTToME'LL.1 T4 --------------------------- FLOOR FLAN GENERALN-ES ETEm� OTO�P.O.S TH U. OF 2 Ell�E HERDMAN ARCHITECTURE,DESIGN E_ 3.ALL.LE"=3=H�FGa M WcnPuA.T.T.G_ -;2) 1 lHO'A-Ul-IlN. THE FEN 1$OWN OF-E OF -HFFTOTHE�,� OF TF =NG I H-N_AFF_ _FAO FTHF BUILDING 2 LE`--N-EE GROUND rl F 6EE 0­1—Nol'oO-UT—PlNT$01 PROPOSED2 T BUILDING FLOOR PLAN BUILDING o'T" ." LEVEL FLOOR Vl MAT Z'I PRO-I P-LIFF IFOTFOT. 11. PLAN R S---TR­G-A�REQU RED By"E ELEO,R__FIRE PFF__OF="=-lNN`O X.AT.AO 1 1.L E_o F.R 0�E E FNT'OL U 0 N-TER�PART S. H"GE�DE OF T.E,F_.;�__HE F_EF_T. A2 2 KE-8 O < < U) 0 20 re 'o Lu 2 0 U) z x 9 Lu z af a- 0 RODF Puw L.... -TH_� 1-2 C�- V, z INTER OR-F IN RIDGE LINE ma 7%%lE A Pl-GENEI-HMES XY LLE "M T, MUZN.C.­ANPHZ-E.FM�-�N_-N-VEDE-LPR`lDEAl=I.R E� IT1.1XI FOR E.=�UlME,"TR.UDEITT�EM.%=�0 -.1PENIT-N.-E.11_11 ..,.,U, R.--.1--R-L --- ---- -- 4 R I I .N N THE F ---NT-.Rl.P----lN-N ­H­­EoF­­H`­KEHA`HES- -E.-E-N -D.- E I N I---NT-Tg-.P--WAL--- ­M­R-HATCH­OFFIC--F ­B ­FRO-By- -11WIMITIE 11 ILMI.El TI 11 70p EXH-7-ML BE--ED&PIROP PROPOSED ROOF PLAN-BUILDING, ---THE-E N_ I N-ZNlFR.AllR=.Y%� F.&-- MUFA-- N� LT -1- _E_ D=,l.H,E,Ro0Fl,. A- m =�70OR MMER Too,R TH. HERDMAN ARCHITEMIRE,DE SIGN 04.04.2023 ..N- E. ROOF PLAN T—SI-Q-P-DED BUILDING 1 III- S _F NET �"H- A3 1 KEYNOTES O Q U U) GGF *cxanM GGuo Q 20 re Q = U � U = O 2 1.2 2.2 3.2 4.2 U) z W Z af I I I I a I I I I A.z a RODF I I �LEGEND G.RGE��eE��, I I NE�T.GN.GNPN��N.OPN.noN k I xccrrarznoortrorvu wrow.wnax m Q ~z Y1 Z �g B.2 -—-—- -—- 10 � I e ® GGGPPEP�E,uw�o ow a I — ErRyAo„ ��UPPEa=EE,NAo,A, ROOF PLAN GEN—NOTES w.o rGP D.2 ---—- -—- -—-------- --- PGG..GPP�PEG�PPGP.N�N�,GEE —EN�.NN =EE,G.,, NGrwu1—UPEPSH LT— I PGGF PEEoN ...�oOF-MG—. Eou=EN=EE roGGGPONP.E p GGF 11 IL GeEPaE==PE�= G—HTHE.. .NGOEp. " 'GG11 E'1--P." HERDMAN zW cwTEG eY GNaeoN 01 E—. ARCHITECTURE,DESIGN A19-2115 TOTAL OPENINGS REp.BY OWNER 04.04.2023 PROPOSED ROOF P .> .>Po E ELAN-BUILDING 2 ROOF PLAN 1=1m m EOGsoP. TOTAL SKYUGNTS PROVIDE BUILDING 2 SOLAR RE—ROOF NOTES All A3 2 K—OTES O Q U U) p 8 71 6.1 5.1 4.1 3.1 2.1 1.1 sn:E�ss��ox.'o�xxsoo o0ox o" 20 5, z W 06 U P pl I I I V = U) Z W � Z i qq _ Q -� lam- ' �— — __ ' w ww o0�.9 O PROPOSED NORTH ELEVATION_B1 F.1 E.1 D.1 —9 k I I I I I I j W Z -,gb g g (L L a o 9NOTES n PROPOSED EAST ELEVATION 81 wNo—NO REoxREMENTs. "xToo r-2oa .NN R.i cuzwc u"_ 1;1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 f�xEoulx� kpp�M�Noo.o� ErE Y Y Y Y Y Y —R I I I I I I I I �mw,e or o�nc�xrwuaxx ypo b NTTxEM iNA�o�oR `� R riven R.sRs sxeuecioTx. TwwTC MiRnx 141N —ER OR COLOR LEGEND&NOTES 0 0��oR sw,00e ExTRnwmre /,PROPOSED SOUTH ELEVATION B7 oR.sw s,.RERRERcoRN �O aac=-.1-1 OO aacx.H.nagx.�NMrNM ��oR. O B.1 C.1 D.1 E.1 F.1 N.U-1—TS 11s.>1ooL �wss �Nsc�,.Ex�ussc�u, nM.=xaPNEM HERDMAN ARCHITECTURE DESIGN RE.MwconTFlroMnOx—R TOTx[ �� A19-2115 — 04.04.2023 EXTERIOR % ELEVATIONS - —N—R—E—,RENaRo,— BUILDING 1 �swoRRTxE ,1 PROPOSED WEST ELEVATION B7 5 PROPOSED WEST ANGLE ELEVATION B7 oR B�,owTxEaRow.oMAToxTxEaRow oo�oa. _9 5 A4 1 KEYNOTES O Q U O0 d O 4.2 3.2 c 2 1.2 UJ U = O V = U Z W Z af Q 7 0_ H O H Q PROPOSED NORTH ELEVATION M 0_ V r.zav D.2 =C.2� ruwET B.2 A2 rn H O V z W Z b �g c—ING LEGEND&NOTES 2 PROPO zaa•SED EAST ELEVATION B2 1 w�rvo�wo�rvoaEo° T,.s. A.T. 1.2 2.2 3.2 4.2 � �a,oa:: .�rv*�+aaovawo us�mr .xEo°ix.o. x>.,i..irvoorouso °x b b g qq B ry TT,u.irvnco�ox q ric.w r�sxic sneu[ci°m. .wca.[mixwri iaory —ERIOR—COLOR LEGEND&NOTES V r1 PROPOSED SOUTH ELEVATION B2 O D r_za-0. Boa ow,�x Ea�wx�re OB .ro..sw,s„PEPPE.coxry ©o,.a mA.re eucx D.2 O o ,Arvoo.p°pL°mom°m °o°ox. O a E � I I � O cuss irvsuu.socussc�u1 a1T=AL2NZEM HERDMAN ARCHITECTURE a DESIGN A19-2115 u 04.04.2023 ,1„I-xEA.o.or»E EXTERIOR """ .TMEmµ.F,o*°aEx.°xc°rvo. ELEVATIONS aa�.xEx.�rvoxE�^.°°E°° BUILDING 2 4 PROPOSED WEST ELEVATION B2 1.zno• ,.E,.,swo.x.xE on ee,.o,T""ow T",Tc.Tx... pox A4 2 U U 0 O W � = U 06 D •IIII11• = U •IIIIIII• � O IIIIIII• V O •IIIIIII• L Q •IIIIIII• I W II11I11• Z H •IIIIIII• of •IIIIIII d H A. EXTERIOR PAINT B. EXTERIOR PAINT C. METAL PANEL D.PERFORATED E.STOREFRONT MEDIUM F.CLEAR ANODIZED 0 SW 7006 EXTRA WHITE SW 7674 PEPPERCORN DRI-DESIGN BLACK METAL PANEL PERFORMANCE BLUE AMC CANOPY&BROW a REFLECTED GLAZING a PANEL-MATTE BLACK BLACK ANODIZED MULLION E F D E C A B m �Z V Z I,.I Z I 0 a a � --------------- - ENLARGED VIEW @ CORNER HERDMAN ARCHITECTURE DESIGN A19-2113 06062023 BUILDING 1 COLOR BOARD A4 3 U U O0 O W � = U 06 D = U � •111111• ~ o V U •1111111/ L z •111111• w •1111111• W > •111./1• I � •11111111 � -»w •111111• a •1111111• d •1111111 H O A. EXTERIOR PAINT B. EXTERIOR PAINT C. METAL PANEL D. PERFORATED E.STOREFRONT MEDIUM F.CLEAR ANODIZED a SW 7006 EXTRA WHITE SW 7674 PEPPERCORN DRI-DESIGN BLACK METAL PANEL PERFORMANCE BLUE AMC CANOPY&BROW a REFLECTED GLAZING PANEL-MATTE BLACK BLACK ANODIZED MULLION B A E F m �Z V Z I,.I Z I 0 a a � 0 HERDMAN ARCHITECTURE-DESIGN ENLARGED VIEW @ CORNER A19215 06062023 BUILDING 2 COLOR BOARD A4 4 LEGEND LEGAL DESCRIPTION _y_PR Alx LEGEND POP ED4 EMNG sU FEET I EACX SOE of ANU SAN E., ° /� A '_�H ___ RTr LIN, HT IA I TD xF F_ NG°FECHIS DFTH—ET FRLNF. F DSE,,F � FF.EF — a RE T RDnE DF E E aEET E ET DE,.DIETnNT GE55E FEET ALDNG EnID LL TAIl G"R;w° rvNWAF°`w).M xI- s ° --- °R� 'CHE((ED FEET°CE)THENCE N — — LET MM FACE INTERSEcnOH ofA—I SAID SAN SERNARDINO AVENUE ITH NT BEING DISTANT 666.7.FEET n,""IOLTN AVENUE. PROPOSED S=MS zE EAST FROM THE cEnTERDrvE / a w p -t LE PARKING D THEILPHINARY THE"I"'BOUNDMIES" DR EFOR—EN AS NFCFSEARr TO E.I.RST CURD AND Ell w mE SAME u"Fs As SAID"NTERUNE eEa, A"O ENDR (,osss Ec) VICINITY MAP PARCELDr I'-m I/ °of 29 PSF cwD r �. ALL 74AT PORTON OF LOT I. °nnn 11 CURE ,11E NRECDD T UTILITY PROVIDCRS 7; j „/.XaeE 'x��®0°��IB® T ELECTPoCITV SEWER / ('''� Eolsox TIFIm coPr of wxlcx wAs RmoL.' /r / 1�UIL DENGa Il L../ vA m f P E DCTDRFR IN,,EE,.AS INs,RDMFRT"D.R,-255F E DFFICIAL RFCDRDS. , / —IS-BIBS FOR SAN EERxARDIND Er oauMwT RECURom , D M a1730 N PA FFI a s �, £ is::)"ss:°oAVWmi=EsSiA a " / -�� O ous n E.AREA WATER TELEPIIOIE 12102E.A CERnFIm COPr OF MICH wns RECORDED IUIE E.1165,Ix EODx cans.PACE SIC.OFFICIAL RECORDS. 3 � PER arc Sun D � � E � -_ xT D FLOOR E SIT 'PE SIED 1AI LAND s ALSO sx0rm oN LOEUEED LAND 5IRNEr0RI III RESCROED N Eoox as FACE za RECOROs aF �reoP ,Alnlry _ ___ � j q°Oyywoy01"w°°�p gyjA nx (714)111 zsxs v TR FI a ' GAS GABLE API 0210 sn 05(PARCEL ONE)1 0210 sly 0I(PARCEL Tyro) / (��a2 Fc). !y - II 5 (,oxsE°) FROP MOPINTPROPOSE F cF "A IIS O. \ _ i n m,F REDO)uj.TFERN AN 4 2. (ss)os7337 �,c1 iAL isoa EARTHWORK VOLUMES L - eF -- CHTIx CUT(CI) M(cr) "' - - -o0 •D1�o C NLv 4"' x`& / "' 15®'3 TP TOP OF PAVEMENT ryll v r Ex. 5Ue510ENff O.I - ]EO / L t IS.TM -OF R ry TOP IF CURB Fina�j SPITE — w NTSRO &,D=C.EXPORT FL 11 r��" DN Dxo wALL DSLD F°) sE a; �X MDD"D EASEDFAR � ���� g 5, 3 Q2,IS %GFD x wALOCT LEXIST Gi 8 RETM4 RES co ,�.P "-' "al rs Rcuu i G PR„11—Ux RACTERISTDS EXPERIENCED DURING r �,� of ' PRDPERTr M ALE CH B uSOIL CHnADDITIONAL RM IR DIDDFs wA TAIN oLM wALL Ns cnol GPI( _ -GI°a ME m PRoxom SECTION A-A III HE'SITCRCME AREA. — PROP Er N,xE wnswUcnon 17 FOR DocUMEnTs"OSE _ SF TO I Ac) lG�P J 'o (xans EG)RE NET AREA.z,o as,sr(a Ea AS) Q ,Osz.a r G NF. LRE MERCCUS AREA. OSFns Q� Fc) / m C� 'i nsa0 mmlxc neu REH.ITS FERAL 112165 IS 0yz,s PAD /f EuwxcawFLw all.maxO3 "meµfST A 1 °m) LaoPI F PER Pu PROP.RF c 50,w PROP.PAwIwT mro,aim SWALE AM _ _ 1 -'-m — SECTION B H wuL G SECTION E-E §4 r x � _ _ -I scuE scuE x-zN wALL � cl .ry TPT. x.D G SHOP�DRnI EDlminG wnI w (�xDFD, 1 _ W ,x e n I s > -- - - - � H PER HAx D 55 } DP RF NN RD NDL D.5 E ED .., OD PAm n m " a EW I SECTION C-C _�EnsT.PAVEUExr p "wR, D,4DD `I a ; 's pg"_ - - - - ,LI4o xV (DS D Fx.ER TOFF,D21.DD 0 e, ohiu, w r s ^" CR zox aCS oo"F W - 10IR1 IFL ,cs,I4 n &6 ,m,.Ta n e I aso' rt , / 'D E"V I cos I 1 -FENCE F .F D MEryre ° $ w II L va oERGROD,°m �5 XIT CR PRaP.RE— —— — w� 9 _'p a FL Esi BUILDING / COO"m N o 4(. ) T�x,r wAryRnEn a D°sow 5 / NEsa R4 RaNPER A`uM1p ,E=w E - �cAEm P _ R xE�, a rz,z — -. F' = SIR ozEaE I R oHANxEL g .,k _ Vax Ex sT cao 2J. EMMOR (. ) E,sT Pv a Ex zY SwR uxP� T'C. ASPH --I- $ �x 5 P P — A HDEERNiN PnHMF e - n FP( 7 ) 2 -!. ) �INH mW.afm WALL = EnsT oR VEwwr — z>s T` ss _ 11 sFxEATLL $ EX,e'wm LNEn RCP I awsmu7 P.P) D c _•T.'URENL (P..P7 Ex (; M�30Y - SECTION D-D SECTION F-F s ,°D'As4 N r, -. u CITY OF RANCHO CUCANPNCA r., .'— ,O,TZD wV) SCALES x 20 -"`CK RON' �Q V 4 xnLEs V-w '�c.s oJTARIO ' ,02 r TON, vOLTomu°d,xom ( ) _FOURTH C.TREET e� i°,a.i°" - (o�P:,ENV) �w ". SE*RrPy -�-^�- ---- I 8 -Iwo Ex,ewmLNE — - — — ,�: '...._ li - x' E-ST ASPH tOTCDHO FgmM SRmET — 3 ---_� ; , o. x OVFx., - --. ,ew ie'w- -- ,a^a- w - 8 OWNER/DEVELOPER ENGINEER ARCHITECT BENCH MARK HASIs oR BEARING CONCEPTUAL GRADING, DRAINAGE AND UTILITY PLANIJIT PA1R10T DEVELOPMENT PARTNERS HUITT-ZOLLARS HERDMAN ARCHITECTURE&DESIGN vnnw.,osi.iol,xcwrzP,rcwv LLwuu ial FOR H ll ITT—ZOLLARS oNcwfe`Esesls ss- ne:°2e`oe)e°i,"wl sgiEya° E^ca rn�iai°�eezeoo° �M w" Lr FOURTH AT HERMOSA INDUSTRIAL aw�cah� r�wcw^"� )4J� 7 - HTACT:xEhry RICE COxTACT.RrAH M.G OCH.CT.CAROL&ED �"e%aa-aa mA NE CORNER OF 4TH STREET AND HERMOSA AVENUE ' w, a xn r xxw rcuw CITY OF RANCHO CUCAMONGA,CA a LEGEND .1 1IDSCIPE I—AICE BIP'S 'INA UTTERCEBRIS—OL PICCRAM .,I C—E-C.1 LOADI.C-E OMER I-T .1. CATCI AER IRECT.I II-A. OMER 117 ICES CO-1-CE OMER —00 IF SI —M DRAII S.111LIC MIR I, REDICED WASTE STORACE POLLUTOR OMER 2Fm�! PROPOSED B71LDING I MAP WOMP EIMP NOTES E� VICINIT IOT TO SC E ISTAl ":C"ll�IE�1.10..D 111 11011111 S111,SEE IETIIL I SIEET I IS_:1. I.. 'I E ------ (D -7'CETA L-.S-L S.A.OR-STE-L.SEE EA.ILE LEGEND EA TER, A' o PROP.-aIE CIENIIS lILET w/FILTER IIIEIT --- wuE - —.,S PIlPIll LAIIIIIIIII ART*,11 1 11 V- =15,621 CF e '-EIST GRCOIC now DIRECTOR -A RE AlIll C' 'AT, -A'E. SIIE az�LL�l ZID IIR �XE RET. xx .1'.'j, SECTION A-A uCarxT STORK DRAIN I 3TORM DRAIN STENCIL LINE A %I G`Z A PROPIF 1,1"JSIM-D 11 4 LMA 0 —E Fft %16.006 IF TIIII T--1 E IT CROUQ> pw7 l-��R--I. �IING RIP swuE SECTION B-B SECTION E-E 4 ARTA1 1 1 -.R:IwALL � RETAII. Al cu 14sa .PROPOSED IA ,P.'L P, w 2 Lm A El T z ST.PAVE.EIT J�I� > UNDERMOUND NnLTR SECTION C-C ECA-H- T T21'21. IL 2SR E)IA cB#3 v- =6. C CB IDAI2 w DRAIN LINE B DEER E O CIA XELI I- c- F-F M", IA-.T qo SECTION D-D SECTION F-F Ic—I.. -.1 1-21 I. va —--—-- —0-0 CFS '-T;;r""TO FOURTH STREET U IVR ED - - - -`C-C R PER RINCIO-IIOIGA� -..-D All .-R.CIS A! 21­SO T OR IA"I"O MIA 10 c - L" RER CITI CID IAICIO MCAlOIGl -RE1 01 IAICHO MCl101GA--\ - - - - - - - - --j - - - - - - - ---- ----------------- ET—11 CONINIES TO DER C,-�CRIA. IN NIP IUBP AS-BUILT CERTIFICATE WQMP MANAGEMENT OWNER/DEVELOPER ENGINEER �l�.ETREIIA.IAEI.IMIl�TILTA.I.EE"EII.IAII - CITY OF RANCHO CUCAMONGA Ea 1ff) IT A A"NI'.ACTCE L', �(CF) ..p V-0) PATRIOT DE�OPMENT PARTNERS HVITT-ZOWRl D ICES IAIE I--STRICTEO INDER'IYEIT OT 11 IL IAr��ANIIN/ 'UP -AND ARE—TONAL TO TIE PRELIMINARY WQMP S ­21 Nl_ IA I6006 12126 1 o=DSGE AS OT E DATE eUC, R I-A.1 SUNE T 1- 1110-ME. HUITMOLLARS A�51N/ STITS.CA ROOIR ONTARIO. ORN A erio SITE AND DRAINAGE PLAN E��%`U­ =' —A PATRIOT -FOURTH AT sRCFr I ..A COTArvE Z t 9mATURE DATE HERMOSA INDUSTRIAL NDUS TRIAL 1 2 PRascr SUMMARY •re` _ SRE SIlk PECIFIC ��� PIAN VIEW B8 DATA REpUIREMEXTS (,I'll DO ,x.. ASSEMBLY A 20 ECN S xµaamuYa.°��n�a'nv°aho aaoa`mno Baanxt �wxA ®�yyNTECH X sTnONLDnNECES L Relulw CucemonpaC °"`°-"'— DETENTION SYSTEM CDSB7 AND COSa2o�A tl96e CONTECH CM P INFILTRATION SYSTEM 1 C CONTECN CDS 1515-3-C� v PROLECTSUMMARY BMPIns RlOn amd Melnterence YM1etlule u.urwwf.�e�u LwChWe ImpubJMmn rnvW By Fmpairy I CeNheun Xl pxlauhbmm brn reyu.eA a«dsWMpme O„n, Qumo-p r ci s u.r"morel �� .. «mom «arelre a nl. m«rre«a rere.«o-w«� o.M, Qe =+L reh«�a,v M o. Nn. _ p reu� u m lIn3I wA wA o., Maa G .,ANiA ,ox'+rz ar.«e«Ire ea w.arew�, . € , rrekerek NiA xiA ��we wo-a�` c-"I`1 0- 0— WA Na Xa«R�m..nrea.,a.BMP wlwamre.om.I « -_-- CiiNTECN' SNIECII reDY-04P. -errand— F ^gig wA � ? - -_. QAam ntl�mnAtl Mxlx ho aAtl D mM R Axz «. n�� MmN, x ® DETENTION SYSTEM _ N.re R.Vw.tlnnl.Ire NI n.I,m.PNIr.N. 96e CONTECH CMP INFILTRATION SYSTEM 2 P DETAIL DESIGN mLL BE PBONDED IN,INAL i 5 t 1 CITY OF RANCHO CUCAMONGA HUITMOLIARSSITERELIMINAR AND DRAINAGE PLAN B Hum-zaiara ID=. ornBrw "'°`°""•'a w"`s°°"^""`""°""°",.ICI"'_ PATRIOT-FOURTH AT SHEET 2 No. 2 HERMOSA INDUSTRIAL LEGEND SITE UTILIZATION MAP VICINITY MAP r • -•. APN:0210-071-32 ZONING:NI NEO INOUSIRIPL APN.0210-072-45 ` ZONING:IF INDUSTRIAL �t I w p ,►. r w N CH MN:0210-441-29 ZONINGPo .NI NEO INDUSTRIAL �. BIUILDI O —I APN:0210-371-02 APN:0I-01 � j ZONING:NI NEO INOU8IRIAL ZONING GIN A:NI NEO INDUSTRIAL APN:0210-0-4 ZONING:NI NEO INDUSTRIAL / / P OPO ED APN:0210N IND IA3,- ❑ ZONING:NI NEO INOUSTRIAL APN:0210-0]1-45 APN:0210-071-48 ZONING.NI NE0 INDUSTRIAL ZGJING:NI NED INDUSTRIAL I - -- _- -- - FOURTH STREET _ y CITY BORDER LINE e APVACANTLANN044 APN:0210-182-48 APN'0210-182-Q Y RESIDENTAL RESIDENPAL j I AIN", �� i I■ F U 3 8 BENCH MARK BASIS Of BEARING 'ORSITE UTILIZATION MAP a FOURTH AT XERMOSA INDUSTRIAL HUITf-ZOLIARS nx.n.u�ie%araa Rn HE CORNER OF 4TH STREET AND HERMOSA AVENUE aw wxcow.x.airz ao wrrau cnaann.wm. lwal n.i-na w� xn11 xxw 11 CITY OF RANCHO CUCAMONGA,CA a LEGEND LEGEND - g� ASPH H ,1041.5 PROPERTY LINE \ ,10412 GL 3 EkISTING R/W _ k' —--— PROPOSED R/W -:7�35 '03' FILL AREA I D CUT AREAVICINITY MAP PROPOSED BUILDING 1 EARTHWORK VOLUMES uT(cv) Ru(cv) sa,eeoCYE 39,135 tv EXPORT E.AR%MRRK ESFMATE IS PRELIMINARY AND BASED ON IT IN G 11111NAL ADIIERMEITS MAY BE REaREDEDIED°a I i p I i � i I nEETn/ i � BASED PROPOSED BUILDING 2 s z i LU - w G o cc �riA . .. 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