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Home My WebLink About2021-03-10 - Agenda Packet CITY OF ■ . ■ * ■ Trails Advisory Committee Agenda March 10, 2021 Rancho Cucamonga, CA 91730 6:00 p.m. PURSUANT TO GOVERNOR GAVIN NEWSOM'S EXECUTIVE ORDER N-29-20 THIS MEETING WILL BE HELD AS A TELECONFERENCE MEETING In response to the Governor's Executive Orders, the San Bernardino County Department of Public Health requirements,and to ensure the health and safety of our residents by limiting contact that could spread the COVID- 19 virus,there will be no members of the public in attendance at the Trails Advisory Committee meetings. Members of the Trails Advisory Committee and staff will participate in this meeting via teleconference. In place of in-person attendance, members of the public can observe and offer comment at this meeting via Zoom: VIEW MEETING VIA ZOOM APP OR ZOOM.COM AT: zoom.usljoin using Webinar ID: 986 4376 3054 .or- YOU CAN DIAL-IN USING YOUR PHONE UNITED STATES: + 1 (669) 900-6833 Access Code: 986 4376 3054 A. Call to Order B. Public Communications This is the time and place for the general public to address the Trails Advisory 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 Special Meeting Minutes of November 19, 2020. (No meetings in December 2020, January, or February 2021.) D. Discussion Items D1. ENVIRONMENTAL ASSESSMENT AND TENTATIVE TRACT MAP SUBTT20334, DESIGN REVIEW DRC2020-00139, MINOR EXCEPTION DRC2020-00141 AND TREE REMOVAL PERMIT DRC2020-00140 (LOCATED ON THE EAST SIDE OF EAST AVENUE AND SOUTH OF BANYAN STREET) — MANNING HOMES - A request to subdivide 10.24 acres of land into 17 lots including the Design Review of 17 single-family residences, a Minor Exception for increased wall heights and a Tree Removal Permit to remove onsite trees for a project site located on the east side of East Avenue and south of Banyan Street in the Very Low (VL) Residential District (.1 -2 Dwelling Units per Acre) of the Etiwanda Specific Plan and the Equestrian Overlay District; APNs: 0225-191-09 and-17.A Mitigated Negative Declaration of environmental impacts was prepared for consideration. D2. TENTATIVE TRACT MAP SUBTT18012-1 (LOCATED AT 12774 BANYAN STREET)—EGL ASSOCIATES, INC. - A request to subdivide a vacant 6.96-acre parcel into 9 residential lots for the future single-family development within the Estate Residential (ER) District of the Etiwanda Specific Plan, Equestrian Overlay located at 12774 Banyan Street; APN 0225-111- 07. Related Files: Specific Plan Amendment DRC2016-00730 and Tree Removal Permit DRC2018-00898. A Mitigated Negative Declaration of environmental impacts is being prepared for consideration. E. Identification of Items for the Next Meeting This is the time for the Trails Advisory Committee to identify the items they wish to discuss at the next meeting. These items will not be discussed at this meeting, only identified for the next meeting. F. Adjournment 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, March 4, 2021, seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive. 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. Trails Advisory Committee Agenda — March 10, 2021 Page 2 of 2 CITY OF ■ . ■ * ■ Trails Advisory Committee Special Meeting Agenda November 19, 2020 MINUTES Rancho Cucamonga, CA 91730 6:00 p.m. A. Call to Order @ 6:00p.m. The meeting of the Trails Advisory Committee Special Meeting was held on November 19, 2020. The meeting was called to order by Mike Smith at 6:00pm. Committee Members present: Francisco Oaxaca, Tony Morales, Mike Smith, Tom Tisler and Judith Brennan. Additional Staff Present: Sean McPherson, Sr. Planner; Dat Tran, Assistant Planner. B. Public Communications Mike Smith opened the public communications and hearing no comment, closed public communications. C. Consent Calendar C1. Consideration to adopt Regular Meeting Minutes of June 10, 2020. C2. Consideration to adopt Regular Meeting Minutes of August 12, 2020. Motion carried 5-0 vote to adopt the minutes as presented. D. Discussion Items D1. Discussion on Trails and Mobility for the General Plan Update. Sean McPherson presented Committee with an oral presentation (copy on file). Committee were provided the following questions: 1. Trails —what's working and what's not? 2. What would the TAC like to see in the future? 3. What are constraints (to existing network and future improvements/expansion)? 4. How do we ensure mobility equity throughout the City? 5. What are the best opportunities to integrate pedestrians, bicyclists, equestrian and link to other community resources (parks, open spaces, etc.)? Trails Advisory Committee Special Meeting Minutes — November 19, 2020 Page 1 of 2 Draft 1. Tisler: Felt that the PE trail is a huge benefit to the City, should be proud of this and look to capitalize on popularity. Expressed desire to establish similar north-south connection points in order to expand trail network into southern part of City. Also expressed interest that they City should look into regional north-south connections with Ontario. 2. J. Brennan: Stated the following. a. For "What's Working?" She felt that the Community Trails fits into the "health" core value of the City. She also felt that the trails fit into the"equity" core value from an aesthetic perspective in that the white trail fences are synonymous with Rancho Cucamonga. Perhaps this aesthetic can be expanded throughout City? She has also observed an increase in popularity of trail system, particularly with 3-wheel "all terrain strollers." b. "What's not working:" Diagonal street crossings for equestrian (first implemented in the 70s and 80s; high curbs are an impediment to horses; connectivity for equestrian is generally poor; water run-off in multiple locations causes trail deterioration. c. Judy also expressed desire for wider openings at equestrian trail access points; noted that in her opinion the City's best opportunity is to "pre-plan" development with the trail network in mind. Expressed opposition to gated "enclaves" as she sees these as divisive and preventing equity of access(shared her opinion that gated communities create"us v. them"feelings within the community.) d. She also shared her opinion that zoning is a "beneficial" constraint, in that it keeps denser development out of lower-scaled single-family neighborhoods. She also generally expressed an opposition to denser development in general. e. She concluded her remarks by stating that views are an important characteristic of the City. She noted how certain streets provide amazing views of the mountains and that this should be maintained. 3. Morales: Feels that ped trails throughout Terra Vista and Victoria neighborhoods are very nice and very important community benefits, would like to see this expanded; noted that the trails system is limited by "locked gates," which I believe was in reference to gated communities. He also expressed that he felt that bike lanes along Jersey are not working, as this is a higher vehicular area and bike lanes could create conflicts. Other comments included: a. Requested that the Etiwanda Heights plan incorporate large shade trees along planned trails; 4. Gugliemo: Expressed the benefits of the Baker/Foothill parking area for the PE trail. Discussed possibility of having public parking elsewhere to promote usage. Specifically noted that southwest would benefit from such an amenity, well-lit, with defined entrances to trail system; also noted the importance of improving north-south connections E. Identification of Items for the Next Meeting No items were discussed. F. Adjournment Meeting was adjourned at 7:OOpm. Respectfully submitted, Elizabeth Thornhill Executive Assistant, Planning Department Approved: Trails Advisory Committee Special Meeting Minutes — November 19, 2020 Page 2 of 2 Draft Trails Advisory Committee March 10, 2021 7:00 p.m. Tabe van der Zwaag, Associate Planner ENVIRONMENTAL ASSESSMENT AND TENTATIVE TRACT MAP SUBTT20334, DESIGN REVIEW DRC2020-00139, MINOR EXCEPTION DRC2020-00141 AND TREE REMOVAL PERMIT DRC2020-00140 — MANNING HOMES - A request to subdivide 10.24 acres of land into 17 lots including the Design Review of 17 single-family residences, a Minor Exception for increased wall heights and a Tree Removal Permit to remove onsite trees for a project site located on the east side of East Avenue and south of Banyan Street in the Very Low (VL) Residential District (.1 - 2 Dwelling Units per Acre) of the Etiwanda Specific Plan and the Equestrian Overlay District; APNs: 0225-191-09 and -17. A Mitigated Negative Declaration of environmental impacts was prepared for consideration. Site Characteristics: The undeveloped project site is located on the east side of East Avenue and south of Banyan Street. The site is approximately 1,020 feet (east to west) along the north property line, 1,199 feet along the south property line, 255 feet (north to south) along the west property line, and 378 feet along the east property line. The existing grade is approximately 1,491 feet along the north property line and 1,477 feet along the south property line, for a grade change of approximately 14 feet. Onsite vegetation includes native and non-native vegetation and a eucalyptus windrow along the north and south property lines. The street improvements along both East Avenue and Golden Lock Place have not been installed. 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 Parcel Very Low Very Low (VL) ResidentialDistrict* Single-Family Residence Very Low (VL) Residential North Vacant Lot Very Low District* Single-Family Residence Very Low (VL) Residential South Vacant Lot Very Low District* East Single-Family Residences Very Low Very Low (VL) Residential District West Single-Family Residences Very Low Very Low (VL) ResidentialDistrict* *Etiwanda Specific Plan &Equestrian Overlay District Protect Overview: The applicant is requesting to subdivide (SUBTT20334) 10.24 acres of land located on the east side of East Avenue and south of Banyan Street. The project site is within the Very Low (VL) Residential District of the Etiwanda Specific Plan and the Equestrian Overlay District. The proposed tentative tract map includes 17 numbered lots and 4 lettered lots. The lettered Lots (A-D) are designated as common open space and will be maintained by a Homeowner's Association (including the equestrian trail). Access TAC COMMENTS TTM SUBTT20334 - MANNING HOMES March 10, 2021 Page 2 to the residences will be provided by a public street that will connect East Avenue to Golden Lock Place. The applicant proposes developing the project site using the Optional Development Standards as shown in Figure 5-3 of the Etiwanda Specific Plan. The optional development standards permit up to 2 dwelling units per acre, which is the same maximum density permitted under the basic development standards of the Etiwanda Specific Plan. The optional development standards allow for smaller lot sizes in exchange for providing additional common open space area (minimum 25 percent of the net project site). The project will provide 25.7 percent common open space including citrus groves on Lettered Lots A, B, and D, and an open grass area with bench seating on Lot C. The project will provide 67.1 percent total open space, which includes both private and common open space areas, exceeding the 65 percent required total open space. As proposed, the project will have a density of 1.66 units per acre. The Optional Development Standards do not include a minimum or average required lot size. The proposed lots will range in size from 15,272 square feet to 16,765 square feet, with an average lot size of 16,200 square feet. Per the Development Code, the minimum lot size required to keep horses in the City is 20,000 square feet (per horse). Similarly, Section 5.505 of the Etiwanda Specific Plan states: Up to one horse/10,000sq. ft. of total project area [is allowed], provided however, that no horses may be kept on individual lots smaller than 20,000 sq. ft. As the lots are under 20,000 square feet, the future homeowners within this subject subdivision will not be permitted to keep horses. Section 5.506 of the Etiwanda Specific Plan states that projects developed under the optional development standards shall provide a trail connection across the project site, with the intention of providing a contiguous system of feeder trails easements. The General Plan states that new development within the Equestrian/Rural Overlay are required to provide community and local trail for equestrian use. The project provides an east-west trail connection along the south property line between East Avenue and Golden Lock Place, which is an easement on the lots to the north. The proposed private equestrian trail will have a minimum width of 15 feet, with wider vehicle trail gates and horse step throughs at each end of the trail, along with a cover of decomposed granite and a two rail PVC fence on both sides of the equestrian trail easement. Staff Comments: Staff supports the proposed 17 lot Tentative Tract map (SUBTT20334) and the use of the optional development standards, which will allow houses to face both sides of the proposed public street. The use of the basic development standards would have resulted in a single-loaded street with lots that were much deeper and larger than those in the surrounding area. The project is in conformance with both the General Plan and the Etiwanda Specific Plan, which require that projects within the Equestrian/Rural Overlay District provide a trail connection across the project site to continue to expand the trail network within the City. The project includes a private equestrian trail connection between East Avenue and Golden Lock Place. TAC COMMENTS TTM SUBTT20334 - MANNING HOMES March 10, 2021 Page 3 Major/Secondary Issues: The following broad design issues will be the focus of Committee discussion regarding this project. None Staff Recommendation: Staff requests that the Trails Advisory Committee consider the multi-purpose trails (layout, design/technical details, etc.) of the proposed project and recommend the selected action below to the Planning Commission: x❑Recommend Approval multi-purpose trails as proposed by the applicant; or El Recommend denial multi-purpose trails as proposed by the applicant; or ❑Recommend approval with modifications to the multi-purpose trails 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 multi-purpose trails by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission; or El Recommend denial of the multi-purpose trails as proposed by the applicant. Trails Advisory Committee Action: Staff Planner: Tabe van der Zwaag, Associate Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner 'a ��►�' ' '� �► � _ SHEET INDEX: . .� .• n � :� .,, • CIVIL: C-1 SITE UTILIZATION COLORED AERIAL WITH SHEET INDEX - A C-2 TENTATIVE TRACT MAP • C-3 STREET SECTIONS • ► C-4 DETAILED SITE PLAN - C-5 CONCEPTUAL GRADING PLAN I IIIIIIIIIIIII°II�IIIIIIII •. .. . ,. - C-6 GRADING SECTIONS • IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIilllll 1!Illllll p I!IIIIIIIIIIIIIIII ■ .Y III — III � C-7 CONCEPTUAL WALL PLAN C-8 CUT/FILL SHEET (COLOR) .' '� IIIIIIIIIIIIIIIIIIIIIIII I, 7, TTT C-9 PRELIMINARY WATER QUALITY MANAGEMENT PLAN C-10 PRELIMINARY HYDROLOGY MAP C-11 SITE PHOTOS am loft- 0 ,•r' _ all , '' LANDSCAPE: �r " l L-1 PRELIMINARY LANDSCAPE PLAN - TITLE SHEET }� � i L-2 & L-3 PRELIMINARY LANDSCAPE PLAN, SECTIONS AND ELEVATIONS w _ _ ` ; � IIIIIIIIIIIIIIIIIIIIIIIII I ' ■ ,i i i 'l II' , , ' F _ •� L-4 TYPICAL FRONT YARD PLANTING & SITE DETAILS ` ''+ � � � / I IIIIIIIIIIIIIIIIIIIIIIIII - � � ' T "-� ARCHITECTURE: TITLE SHEET A1 .0 PLAN 1 FRONT ELEVATIONS (COLORED) A1 .1 PLAN 1 A - SPANISH FLOOR PLAN �'""� ml , III IIII lllllllll Ank - =• ? - A1 .2 PLAN 1 - FLOOR PLAN OPTIONS ■ • • A1 .3 PLAN 1 A - SPANISH FRONT ELEVATION & ROOF PLAN (COLORED) ' ' • ' '' A1 .4 PLAN 1A - SPANISH BUILDING ELEVATIONS (COLORED) • • ■ _ A1 .5 PLAN 1 B CALIFORNIA RANCH FLOOR PLAN A1 .6 PLAN 1 B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN (COLORED A1 .7 PLAN 1 B - CALIFORNIA RANCH BUILDING ELEVATIONS (COLORED) A1 .8 PLAN 1C - FARMHOUSE FLOOR PLAN • ' �+ �' ' ' , • , • • - A1 .9 PLAN 1 C - FARMHOUSE FRONT ELEVATION & ROOF PLAN (COLORED) 41 - ` ■ • A1 .10 PLAN 1 C - FARMHOUSE BUILDING ELEVATIONS (COLORED) IIII II `�' A2.0 PLAN 2 - FRONT ELEVATIONS A2.0.1 PLAN 2 - FRONT ELEVATIONS h► I s A2.1 PLAN 2A SPANISH FLOOR PLAN j A2.2 PLAN 2 - FLOOR PLAN OPTIONS - A2.3 PLAN 2A SPANISH FRONT ELEVATIONS & ROOF PLAN 4 r�r ' _ - '�► A2.4 PLAN 2A - SPANISH BUILDING ELEVATIONS • rw+� w • r. * _ ° A2.5 PLAN 26 - CALIFORNIA RANCH FLOOR PLAN A2.6 PLAN 2B - CALIFORNIA RANCH FRONT ELEVATION & ROOF PLAN A2.7 PLAN 2B - CALIFORNIA RANCH BUILDING ELEVATIONS �- r�� IIIIIIIIIIIIIIIIIIIIIIIII �' • • All A2.8 PLAN 2C - FARMHOUSE FLOOR PLAN A2. PLAN 2 FARMHOUSE FRONT ELEVATION ROOF PLAN 9 C OUS O O & 00 _ Y_ -•- kY : - • A2.10 PLAN 2C - FARMHOUSE BUILDING ELEVATIONS " t IIIIIIIIIIIIIIIIIIIIIII . r- ' - .� �: ' "- • LEGEND � r Vol " __ ■ `a (SP-E) ETIWANDA SPECIFIC PLAN wo VL VERY LOW DENSITY PREPARED FOR: � .. . IIIIIIIIIIIIIIIIIIIIIIIII � -ja kL , ER ESTATE RESIDENTIAL MANNING HOMES °� _ ` ■ 20151 SW BIRCH STREET SUITE 150 ' ' '�. - T F r } 1 � • c G 11 JUNIOR HIGH SCHOOL NEWPORT BEACH, CA. 92660 JHS CONTACT: CRAIG KOZMA TEL: (949) 250-4200 - `'' • •' •' ""` PREPARED BY: - _ .. �.�� ,. ., SOURCE • �"- ' I . ' '� - SLCITY OF RANCHO CUCAMONGA ZONING MAP MA D O L E 9302 PITTSBURW AVE,SURE 230 100 50 0 100 200 RANCHO C;U MAM101A,Ck 9D30 (ADAPTED: JULY 181 2012) . �,,,E:�48,6322 Engineering Communities for Life FAX. 909.481.6320 ET I WAN DA SPECIFIC PLAN 0 TENTATIVE TRACT NO . 20334 RESIDENTIAL LOTS 1 -17 SITE TILI ATION MAP BTT 2 N SU0334 0 z DATE PREPARED: JANUARY, 2021 Q SHEET C- 1 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w GENERAL INFORMATION 15. ALL SLOPES WILL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE SHOWN AND LEGAL DESCRIPTION INCORPORATION BY OWNER WILSON AVENUE APPROVED, INCLUDING PRIVATE SIDE YARD SLOPES. THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO REFERENCE MANNING HOMES 1. EXISTING GENERAL PLAN: ETIWANDA SPECIFIC PLAN VL 16. ASSESSOR'S PARCEL NUMBERS: 0225-191-09 AND 0225-191-17 CUCAMONGA, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND 20151 SW BIRCH STREET SUITE 150 2. EXISTING LAND USE: VACANT 17. ESTIMATED EARTHWORK QUANTITIES: IS DESCRIBED AS FOLLOWS: THESE APPROVALS REFLECT THE PLANS, STANDARDS, AND POLICIES NEWPORT BEACH, CA. 92660 w Z 3. EXISTING ZONING: ETIWANDA SPECIFIC PLAN VL CUT : 37,176 CY WHICH WERE IN EFFECT AT THE TIME OF ACCEPTANCE OF THIS CONTACT: CRAIG KOZMA > EXPORT : BALANCE SITE SUBDIVISION APPLICATION. IT IS INTENDED THAT THE DEVELOPMENT 4. PROPOSED GENERAL PLAN: ETIWANDA SPECIFIC PLAN VL FILL : 37,17E CY LOT 3 AND 4, BLOCK "F", AS SHOWN ON THE PRELIMINARY MAP OF THE TEL: (949) 250-4200 � 5. PROPOSED LAND USE: SINGLE-FAMILY RESIDENTIAL 18. 'THE PRELIMINARY GEOTECHNICAL/SOILS REPORT WAS PREPARED BY LEIGHTON AND ETIWANDA COLONY LANDS, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF AUTHORIZED BY THIS TENTATIVE TRACT MAP BE CARRIED OUT IN OP�yP w 6. PROPOSED ZONING: ETIWANDA SPECIFIC PLAN VL ASSOCIATES, INC., DATED JUNE 10, 2020, PROJECT NO. 12696.002 SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 2, CONFORMANCE WITH THESE DISCRETIONARY APPROVALS, UNLESS UTILITIES 7. ADJACENT LAND USES: NORTH: EXISTING SINGLE FAMILY DETACHED RESIDENTIAL AND VACANT 20. STREET WITHIN TENTATIVE TRACT 20334 WILL BE PUBLIC PAGE( 24 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID AMENDED BY THE DEVELOPER. BANYAN STREET COUNTY. WATER/SEWER CABLE SOUTH: VACANT 21. FIRE PROTECTION SERVICES WILL BE PROVIDED BY THE RANCHO CUCAMONGA FIRE APPLICANT CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS L w EAST: EXISTING SINGLE FAMILY RESIDENTIAL EXCEPTING FROM THE ABOVE DESCRIBED PARCELS THE NORTH 300.0 FEET OF BLUE Z � PROTECTION DISTRICT 10440 ASHFORD STREET 877 426-9117 C!i o � o Q WEST: EXISTING SINGLE FAMILY RESIDENTIAL SAID LOTS 3 AND 4. MANNING HOMES ) O 22. CONSTRUCTION MATERIALS AND METHODS AND AUTOMATIC FIRE SPRINKLER SYSTEMS ARE TO P.O.Po BOX 638 z DRIVE 8. PARK REQUIREMENTS TO BE MET BY PARKLAND "IN-LIEU" FEES OR PARTICIPATION BE IN COMPLIANCE WITH CHAPTER 7A OF THE CALIFORNIA BUILDING CODE, SECTION R337 OF ALSO EXCEPTING THE WESTERLY 190.00 FEET OF THE SOUTHERLY 100.00 FEET 20151 SW BIRCH STREET SUITE 150 RANCHO CUCAMONGA, CA 91730 IN OFF-TRACT PARK CONSTRUCTION OF THE NORTHERLY 400.00 FEET OF SAID LOT 4. NEWPORT BEACH, CA. 92660 (909) 987-2591 TELEPHONE 9 THE CALIFORNIA RESIDENTIAL CODE AND FIRE DISTRICT STANDARD 49-1 PROJECT 9. CABLE TELEVISION SERVICE PROVIDED BY: FRONTIER COMMUNICATIONS CONTACT: CRAIG KOZMA 23. ALL STORM DRAINAGE WILL BE IN ACCORDANCE WITH THE MASTER PLAN OF THE APN: 0225-191-09-0-000 AND 0225-191-17-0-000 TEL: (949) 250-4200 GAS (877) 473-2013 SITE 10. SCHOOL DISTRICTS: CITY OF RANCHO CUCAMONGA AND APPROVED DRAINAGE PLAN FOR TTM 20334 SOUTHERN CALIFORNIA GAS Co. 40 20 0 40 80 ELEMENTARY: ETIWANDA SCHOOL DISTRICTS 1981 W. LUGONIA AVENUE ELECTRIC STATE ROUTE 210 FREEWAY HIGH SCHOOL: CHAFFEY JOINT UNION HIGH SCHOOL DISTRICT 24. PAD ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS OR MINUS 1 FEET REDLANDS, CA 92373 SOUTHERN CALIFORNIA EDISON CO. 11. MULTIPLE FINAL MAPS MAY BE FILED PURSUANT TO SECTION 66456.1 25. ALL IMPROVEMENTS REQUIRED BY THE CITY OF RANCHO CUCAMONGA SHALL BE RANCHO CUCAMONGA, CA 91730 7951 REDWOOD AVENUE OF THE CALIFORNIA GOVERNMENT CODE. INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER. (909) 335-7715 FONTANA, CA 92336 12. DEVELOPER RESERVES THE RIGHT TO MERGE LOTS ON THE FINAL MAP. 26. THIS/SITE IS LOCATED IN THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. A SITE (909) 357-6581 13.14. THISTIISGANREES INSIDE APPLICATIONTHE TRACT FOR A DEVEOUNDARY WILL BE LOPMENT PERMIT. 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I _ 207.53 I + + I I + + 3 6 1470.E + + 1461.7 12 22 2 0 48 488 ROPOS >48>.6 �1 f w� II � „ E 48l 496 BLOCK L - j � i I + + - I I 8' D E B R II 1481. I I 1478.5 i4 4 1475.4 I 1473 6 1468.E 1463 4 �� 291187- 181.3 ' 483 115.1 ' 104.00 103.00 102.00 + 02.00 + .00' 102.00' 1470.3 102.00' 6 85' + ' 61 CT H0. 176,11 � 1486.5 1484.4 -- � � � I .,A., STREET � � LU " " - c� (PUBLIC) �; 8 s Y I T � » » I II Z N 1460.7 w ` 0 1485.5 _ I 7 109-00' 1 .00' 1 0' I 102.00' 02.00' 102.00' 102,00' 102.00' 102.00' 1480.3 1478.6 1466.3 I I I 1484.2 1483.4 -- 1 5 7469.5 I I I 746' M --�4------------ + 1481.E + + 1476.5 +1475.5 - + I I o C + �_ I � + 1472. 7470.5 + � I I I I �� I D� 1485.5 _ I I + / + + + I WALL o C 1482 1 1481.5 ,�; / / I 3 ^ ^ ^ ^ ^ - 5 I - - - L M 7473.5 M 1470.4 lXJ 748, 4 3. � I I4 6.8 �o +7472.6 I r + I I � • + + 1479.4 1477.E 14� 1467.3 11465.E � - - 88 + / + I + 00 + 4 S REST LIGHT I + LOT C ' Q ' �- I ° 1455.5 I + ❑ 44 44 I I \ 1459.3 1485.5 I 32' I 479.5 1477.3 I I 1474.5 1 71.I + I _ CONC 1 32 EXISTING R W +1480.4 + I+ 1472.E + I I 1468.5 I ` 1465.7 �\ �7 /7 z I 5 / +1475.6 + + W L 1469.8 + 1466.3 + a PER MB 21/24 F EE z� % I + 10305 445-8 i a- I 1464.14 I�I HV I + - . I _ + I - - - - - - + - - - - - - +1475. � - - - - - - - - - - - 1461.3 I II 1455.4 5 1485.E Igo - - - - - - - - - - -- - - - - - - - - - - - - ------- N1480.4 - --- 93.1 _ 102.0 10 .00 _ 102. 0 ingn, 1 28_T:c .00' oo❑ 44.0107" 'N Ri B RR+ 7P77DEBRIS r -� P HIGH N '07" W DEBRIS 1 99.11' Q z z - - I - - - - - U (n W z Z �� z^ N o o + +1476.4 w o w- �-� w ¢- c� + 1478.5 I 1477.1 � N 1473.4 � Z - wCDvg + + w wz �z �cn B L 7 1474.5 cn + o 1w 1472 3 1471.7 4 14E o COo z 1464.4 1462 5 w o w w D ��jj��jj O �� 1465.5 � ¢ o M + - cn + + Q�� 0�/�/�� 00�467.6 + �ocNn¢ �� o cnwo~ 145, 5 +1476.9 + w^CE� o f 1469.5 + `� �¢� cn _ �o cNn ¢ 1 1480.®R I V E�' 1477.4 I 14 .6 _< o z � I 4 4 0¢ 1456.3 _ + o m z 1466.3 �� 1463.4 a N 1461.6 1454.1 +1475.4 +1474.3 - +1471.5 +1470.6 +1469.5 +1467.8 + +1464.7 + +1462.5 + +1453.5 + I +1453.4 I +1467.3 452.6 O -------------- �1 1467.6 +1464.5 1479 +1473.3 +1472.4 1468.5 + + WILD MAPLE 1469.E + 1465.5 7462.5 7467.5 1460.E J 7475.E I i • +1470.5 + + + + ��, 1452.` O 74 I 1475.1 1451.4 COURT O- ,S� I I I+ PREPARE[ FOR: MANNING HOMES -�----- AP-H 0225- �=`1CoS 20151 SW BIRCH STREET SUITE 150 1 �� LEGEND NEWPORT BEACH, CA. 92660 I EXISTING STORM DRAIN -=sD--- CONTACT: CRAIG KOZMA I FAMOLY HOME EXISTING SEWER SYSTEM ----s----- TEL: (949) 250-4200 � EXISTING RIGHT TOTAL TOTAL EXISTING WATER SYSTEM -w----- LOT NO. LOT AREA LOT NO. LOT AREA PREPARED BY: PER PROPOSED STORM DRAIN SYSTEM SD - (SF) (SF) PROPOSED SEWER SYSTEM s 1 16,702 11 15,689 PROPOSED WATER SYSTEM a"w MA D O L E M2 mnWURc�Fll AVE,surrE 230 TRACT BOUNDARY � 2 16,702 12 15,550 1` PROPOSED LOT NUMBER 17 3 16,702 13 15,411 0 RANCHO cucA A,ca MM RETAINING WALL PHONE:909.4U6s22 � 4 16,702 14 15,272 Engineering Communities for Life FAX. 909.48L6320 6 HIGH BLOCK WALL WITH RETAINING 5 16,702 15 15,281 %�,,.(TO BE SATED) '1 6' HIGH BLOCK WALL 6 16,702 16 15,286 TUBULAR STEEL FENCE 7 16,702 17 16,765 - PVC 2-RAIL FENCE 8 16,702 LOT A 15,687 TENTATIVE TENTATIVE TRACT BOUNDARY -- 9 16,702 LOT B 8,504 1 PROPOSED 2�1 2:1 �_ 10 15,825 LOT C 28,568T CT LETTERED STREET LOTS " NOm 1 � � A LOT D 27,311 i ! RESIDENTIAL LOTS 1 -17 -PROPOSED ,, � PROPOSED FIRE HYDRANT �--� HT OF, WAY STREET LIGHT TOTAL LOT AREA : 275,397 SF u WATER QUALITY INFILTRATION - L P PE - AVERAGE LOT AREA : 167200 SFTENTATIVE T CT MAP PIPE SYSTEM GROSS AREA : 10.24 AC PR�E�,CN co C NET AREA : 9.74 AC ��°.� ' 'wq F� N 76 _ - � - � °� �� SU BTT 20334 I �w 3 No. 36637 c z CO * Exp: 06-30-22 * DATE PREPARED: JANUARY, 2021 Q I p DETAIL "A" WENDELL L. IWATSURU DATE 9TFCFCAL�F SHEET C-2 OF 11 w SCALE: 1"=10' CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w TYPICAL STREET SECTIONS EXISTING R/W PROPOSED IMPROVEMENTS FUTURE � FUTURE ULTIMATE IMPROVEMENTS PROP. E'LY VARIES � W'LY R/W I R/W EXISTING EXISTING PROPOSED 28 48 R/W R/W R/W 76' 88 44' 2, 44' 44' EXISTING I 12' 22' ' 22' 20' LOT B SURFACE 7.5' 12 32 32 12 Of 4' 7.5 12' 4' 12' S2 I I 21'-32' 7.5' 4' 0.5' CU ` -—- AC PAVEMENT o % 0.5' PAD 2:1 MAX. EXISTING VARIES 1' 2:1 MAX. 2' 2-%MIN - 7� 1.7% o ; 2.0% CURB AND PROPOSED SLOPE F —_-__ ___ - /��/�/%A�� '`'i SLOPE 1.7% 1.7% 2.0% �2 `�\�ii//i%j\%\\% _ ____ _ - � GUTTER -------------------------- AC PAVING \\\/\\/\\/\\/ L-- - --------- n \\\%\ \//\\//� ------ I - ---------------------------------------- -------------------------- FUTURE / EXISTING L-� ----------- _ SIDEWALK /% S FUTURE SIDEWALK PROPOSED CURB & GUTTER CONIC.& GUTTER SAWCUT AND REMOVE PROPOSED SIDEWALK TYPICAL SECTION EAST AVENUE EXISTING PAVEMENT CURB AND GUTTER GOLDEN LOCK PLACE AND AC BERM PUBLIC NOT TO SCALE SCALE 1"=5' T.I. = 6.0 ; R = 74 NORTH AND SOUTH OF PROJECT FRONTAGE 34' PROPOSED IMPROVEMENTS PROPOSED EXISTING EXISTING R/W R/W R/W / TENTATIVE TRACT 28' 6' 42' TRACT NO. 17651 \ NO. 20334 FADDITIONAL DEDICATION LO 'D' I I 44' 12' 22' 22' 20' 5' 2' TUBULAR STEEL FENCE 2 4 I 4' SAWCUT AND 7.5 12 2 R REMOVE EXISTING COMMUNITY TRAIL 2 I q PROPOSED PAVEMENT AND AC AC PAVING BERM II R 2.0% n �09� v 1.7% ---------------- _ - - ----------- --- - --- -- r �,- PROPOSED SIDEWALK PROPOSED EXISTING CURB & GUTTER CURB & GUTTER GOLDEN LOCK PLACE PUBLIC SCALE 1"=5' PROPOSED PROPOSED R/W R/W 56' 30' 2' I 12' 18, 18, 8' I 2' 0.5' 4' 7.5' 2:1 MAX PAD PROPOSED SLOPE AC PAVING 2 0% 2:1 MAX 2_0� 1.7% 1.7% SLOPE �— PAD PROPOSED PROPOSED PROPOSED SIDEWALK CURB & GUTTER CURB & GUTTER "A" STREET PUBLIC 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: (#MADOLE WM NTMal JRC81 AVF-SURE 230 & ASSOCIA-rES, wwcwo cucnmaNGA cA 91M MOW 909.481.6322 Engineering Communities for Life FAX- 909.481.6320 TENTATIVE TRACT NO . 20334 RESIDENTIAL LOTS 1 -17 ESS/ TENTATIVE TRACT MAP NT o SUBTT 20334 r 3 No. 36637 c m Z * Exp: 06-30-22 * DATE PREPARED: JANUARY, 2021 a C 1 V WENDELL L. IWATSURU DATE F�PICA LIF� SHEET C=3 OF 11 Uj > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w LEGEND TRACT BOUNDARY EXISTING STORM DRAIN - SD __TENTAME TRACT BOUNDARY - _ __- CURB GUTTER& - ___ _-_ _ WILSON AVENUE P/L EXISTING SEWER SYSTEM 8"S PROPOSED 21 - �-- --�--�� - z 15' MIN 15' MIN EXISTING WATER SYSTEM 8"W STREET LOTS PROPOSED STORM DRAIN SYSTEM - SD 14 �� I o 1 1477.4 TG PROPOSED FIRE HYDRANT .--� �Q�6 �� 11a �11 �� 1477.4 TG �� o �, LOT 11 LOT 12 PROPOSED SEWER SYSTEM 8"s �I '�i� _ ��' 1476.4 INV 1475.9 INV yP� 1 _ } 15.00' BUILDING LINE PROPOSED WATER SYSTEM 8"w STREET LIGHT 1411.5 TG '��j �� 1 1477.5 TG 15.00' _ 3' PROPOSED LOT NUMBER 17 1416.2 INV ��1 0 ,�>> MIN. 10' 5 BANYAN STREET 1416.21NV GF=o 1478.0 FINISH RETAINING WALL WATER QUALITY INFILTRATION _ _ - _ _ 15.30' 15.00' j 10'- 1478.20 �s 2B HP FLOOR 8" MIN. 1 2:1 MAX. BUILDING LINE Y PIPE SYSTEM - _ 1478.0 FF=1478.87 20 SLOPE BLUE Al 6 HIGH BLOCK WALL WITH RETAINING 1417.8 2BR 1477.8 oq 2% MIN. cUj HP FF=1479.07 HP 1477.6 TG HP PAD=1478.20 MAX °� FINISH �'� o � ' 1 PAD=1478.40 ��< �i boy FLOOR DRIVE 6 HIGH BLOCK WALL 1476.1 INv TUBULAR STEEL FENCE 1477.4 TG L1 GF= 15.00' - �� N. Q 1411.4 TG 15.00' 1417.4 TG �o - �� 20.0% MAX. PROJECT 1478.40 ��. � o 1476.0 IN - � 1416.0 INV 4" PVC, SCH 40 � 1475.3 INV `��` ,,, �,,, �,��,��' Q PVC 2-RAIL FENCE WALL NOTES 11..30' 1477.2 TG " % � %0 @ S=0.005 (MIN.) 1475.9 INV �° � N SECTION A-A ��, SITE SECTION 17.48.030 OF THE MUNICIPAL CODE EXHIBIT HOW TO MEASURE WALL HEIGHT ON THE 7sj6 , o 1477.0 TG TYPICAL S I D EYARD GRADING 0 STATE ROUTE 210 FREEWAY THE PROPERTY LINE OF ADJACENT LOTS WITH DIFFERENT GRADES. �s .6 I 10. 1ha \K�6 1�. 11. 7�j� 1475.1 INV FENCE AND WALL HEIGHT SHALL BE MEASURED FROM THE FINISH GRADE AT THE BASE OF THE �o / \0 4 �� 11 NTS z FENCE OR WALL TO THE UPPERMOST PART OF THE FENCE OR WALL; EXCEPT WHEN THERE IS - - /- - - 1471.3 INV A DIFFERENCE IN THE GROUND LEVEL BETWEEN TWO ADJOINING PAECELS, THE FENCE OR WALL OUTLET TO "V" DITCH SHALL BE MEASURED AT THE MID-POINT OF THE RETAINING WALL HEIGHT AS MEASURED ON THE 1�0`' 0�`�0 6" CURB & GUTTER °G�� 5� - _ -_ 40 20 0 40 80 SIDE WITH THE LOWEST FINISH GRADE. SEE FIGURE 17.48.030-2 (MEASUREMENT OF FENCE AND ` 10 °�� ° VICINITY MAP WALL HEIGHT ON PARCELS WITH DIFFERENT ELEVATION). �1 �o '� LOTS 10 - 17 N.T.S. PROVIDE 112 BLOCK OPENING �� v �' I F- O 0 1498.4U TYPICAL LOT GRADING s 1496.2 O 7496.3 1 1495.7 1496.6 + WITH SCREENING FOR I + + SCALE: 1"=40' SECONDARY OVERFLOW LOTS 1 - 9 I � 1495.5 I TYPICAL LOT GRADING �H ��L� 1494.9 [PH 1952o I � o a a � SCALE: 1 -40' l 1468. \ A �/ M 1494.5 1 + n� �/� o [a�[a��] j d I 1486.5 1484.4 1482.7 1480.5 Q��n�/� [PH 5441 1477.5 1476.4 + + 1467.3 ____0 L 11 H O 1E+ / +1493.5 0 l�o IJVIJ o Q 7 3 4 o�1 496.2 I +1487.5 + + + + �� F 1J�/1J 8 6212 IJ 4f8.8 + + 1470.5 I D -------- I _ o �497.7 • DEBRIS � � O ,4895 � 10 �IQC�Q�1� 1466. B ��TTLE BRUSH 1466.6 1195 II 1 I +1494.3 � w F- 1465.E I + - 1494.3 �- U � > Q z r „ 1477.1 I - Q� D + COURT I © II ❑ +1492.8 TRACT BOUN Y + 82 09' + �"V DIT - - - - - - - 176. 00' 1465.2 ----- IWALL ---= 1490.8 - - - - - - - - - - - - - - - - - - -_- 14 5.3 i -------- -- - - - - - - - - 104.01' _-_- -L� - - - 103.0 - - N- - 102.01' - _ - ��; - 102_01 - - 6' HIGH TUBULAR I 1465.2 9z6 TANK r C" - - - - - - - - - - - - - - - - - - - - - I - I STEEL FENCE 1 I 1 PROPOSED 6 HIGH � 1 o I� I 0 17 16 BLOCK WALL 15 1 0 14 1 0 13 II 1493.4 I 492.5d��o�] �► N �I N �� 12 11 10 III �� wl I 15.00' I II 11 15.00' 11 11 11 I ° o I ! 1 1 1 1 1 1 I I I I I I I I I I I I _ I 0 ki0.07 1 1 1 17.0o I !N `� � Q = w of \ � 'C O N C o I 21.3 1 B 119.18 15.00 118.00' 15.00' 17.00' 15.00 1 C R 15.00' 17.00 17.00' 15.00' i 21.54' 10.45 i �' ' G 1 1 o Z90. o Z I FF=1485.77 13.2' 2AR 2BR 11.8' FF=1476.97 2A A A j LOT D I 3 rn z I^1 o N m -SIT DRAINAGE PAD=1485.1 � PAD=1476.3 - �' 1 2CR FF=1470.67 r" r rn o '� M FF-1472.77 16.3 °� ADDITIONAL M g FF=1483.37 4 2C � 11.6' FF=1479.07 �, �, 9.8 FF=1474.87 r, 11.8 - �, PAD=1470.0 463.7 z x o 489, INLET GRATE 112.8' - V PAD=1472.1 1 1 PAD=1482.7 FF=1481.27 r- PAD=1478.4 1 1 PAD=1474.2 DEDICATION I 12 22' 2' to' 1490.E N 89'26'02" E 207.51' PAD=1480.6 1 1 �- I rn 207.53 1 - I 1 _ 1 _ 17.00' 121.54 - 15.00' 15.00' 15.00' 1 _ 0.45 489 488 PROPOS - 30.01, _ 19.18 1 - 17.00' 1 _ 15.00' f1 ° W 48l BLOCK WALL 15.00' I18.00' -1 17.00' 15.00' 115.00' �117.00' J / 7 0922" E r 488 486 l PROPOSE[ o o I o o r o o o o �485 / I PARKWAY o 1 M a h �-'- 484 II DRAIN N I / I I N I / I / / / I 1 sl. 181.30 483 115.19' 104.00' o I YDRANT D 103.00' 102.00' 102.00' 102.00' 102.00' o (STING FIRE H I 102.00' �/ 152.85' � C�y �]�0 . 17651 51 Q o EX RELOCATED) - _ - - - 106E I - _ _ o � T I w N W [ p 1 I --- - - - - - 8"S O Z Ln jI N 1485.` o I a 1460.7 w 00 I 79.51 0 102.00' 102.00' 102.00' 102.00' 102.00'0 102.00' 102.00 102.00' 102.00 ' r tio, o I o 1 0 1 - 1 0 o 153.14 I o _ I _ I _ I o 1 1 I I I ' U---- G WATER M ,� ►N _ 1 0 0 0 -- ----------- �'� 15.00' I o I I o IN / ETER BOX 1 1 "' - �' I I 1 I \ _ II I 4 `V I I I I XIST 17.00' 1 15.00' 15.00' I 10.00' I I 11 I I J o c 1485.5 TO gE REPIACp WITH o _ 115.00' _ - I 1 1 17.00' 117.00' 15.00' 117.00 15.00 _ 15.00' - 23.00' - - - - o RATED BOXES +I - _ _ 1 +117.00' - 17.00 17 00' - 15.00 I I 1 - 15.00 I ¢ I � I W WALL /� _ 2AR 1 1 - 110.0' - 1 - 1 1 _ 1 11.0' r, I - - - - i D I I 1 I II 12.E FF=1481.77 2C 1 2g 19.2' 2A 213 1 1 _ o I J 1483.4 I tti 10 4' 12.0 10.4' 2 C R "' 1 I - - - I o PAD=1481.1 FF=1479.97 FF=1477.87 � FF=1472.37 � � FF=1469.07 Z LOT 1 CR I PAD=1479.3 PAD=1477.2 1 A PAD=1471.7 FF=1470.57 PAD=1468.4 15.00' FF=1482.47 FF=1475.87 PAD=1469.9 1 A Im I _ O PAD=1481.8 17.00' 15.00' 15.00' 1 1 PAD=1475.2 15.00' 15.00' FF=1466.97 I I PAD=1463.0 I I I III I I Q 44' A 17.00' 15.00' 17.00' I 15.00' PAD=1466.3 1 1 \ \ I o 1 ° 44' - 1117.00' 115.00' 1 h7.00' 17.00' 1 117.00' 1 7 II +1455.5 1485.5 w 32' I� 15.00' L 1 15.00' I 23.00' o.0 1 \� /� 7 I 5 1 32 14F, II 1 1 r, 1 _� 1 1 1 1 l � \\\ /7/ Q CONC I 1 11 I 1 1 4 00 w - - --- EXIST NG ST. LIGHT "' 3 `" 9 �, 0 5 � z� 6 1 1 I I II _ - - - - - o 1 N �_ TO BE RELOCATED II 1455.4 - - ]T- - 11 0 I!+ 1 - PROPOSED STREET - - - - - - - - - - - - - - _ - - - - - - - - - - _- - - �I ' - - - 2.1 I� 1485.E - - - - - - - - - - _ -- _ - - - - - - - - - - - - - LIGHT RELOCATION I IB 93.1 ' 102.10 ' 10 -OT 102 0' [102.0 ' 102.00' 10 .00' 02.0 ' 102. 102.0 ' 176.00' 28.00' J IN EXIS ING 89'48 07 W - - - - N 89 48 07 W DEBRIS - °°° o ACT BOUNDARY - HIGH 1 99.11 44.01 - - - - �EBRI - ¢ � �� I zo �477.1 m + � N 1473.4 z _D O N o �z N � 1465.5 + �z o �¢ Of m 0 o 0 1476.4o �� ¢Q x > + v~i wz �� a ¢w a cn ¢ + w 1472.3 1471.7 146� 1464.4 1462.5 -- C B L 7 O �� co 1474.5 w w = = w N- w cD �t ¢ o cn u> + Off/�/ IJ 67.E + _ o N¢ W� o N w o z o 1 5 5 M wo of + 1469.5 �¢� cn J w �o cNra¢ w I ---- _ - � ti '476 9 • + ¢ � E o �/Q(�a 0 �]� a o: M ROPO ED"GOMBINATION WALL I ®RIVE c� o - 1456.3 1480. +74 f I 14 Z zQ cn 1474.3 1473.40 Z 1466.3 �rp� z o - 1469.5 1467.8 1 1464.7 1462.5 N PVC 2-RAIL FENCE WITH 74535 N ' a W I I cn N U 1475.4 + + v� 1471.5 1470.6 + + + + +1463.4 +1461.6 MAXIMUM RETAINING N 1 I o 1453 4 w w + • / + + + + x� + c'1 w o I �1467.3 2 6 0 ------------ ¢ I m I >�a7F 1464.5 � 4 x 1473.3 1472.4 1479. o U + + 1469.E 1462.5 1467.5 1460.6 WILD MAPLE J 475.6 I i • +1470.5 + + + 14525 - - 0 7 4 S I 1475.1 1451.4 COURT 4 1.6 + I I 1�4.8 PREPARED FOR: LOT TABULATION MANNING HOMES TOTAL TOTAL BUILDING LOT PRIVATE PROPOSE 0 P E N SPACE TAB U LAT 1 O N NEWPORT BEACH, CA. 92660 20151 SW BIRCH STREET 1TE 150 LOT NO. PLAN LOT AREA PRIVATE LOT FOOTPRINT COVERAGE (%) OPEN SPACE FRONT CONTACT: CRAIG KOZMA TYPE (SF) AREA (SF) (SF) SETBACK PRIVATE OPEN SPACE = 175,641 SF TEL: (949) 250-4200 1 1 R 16,702 13,642 4,559 27.3 9,083 23 2 2R 16,702 13,308 3,448 20.6 9,860 31 COMMON OPEN SPACE: PREPARED BY: 3 2 16,702 13,307 3,448 20.6 9,859 34 1) OPEN SPACE AT PROJECT ENTRY (LOT A) = 15,687 SF 4 2 16,702 13,305 3,448 20.6 9,857 32 5 1 16,702 13,304 4,559 27.3 8,745 23 2) OPEN SPACE AT PROJECT ENTRY (LOT B) = 8,504 SF MADOLE 9002 PITf3BUFld-I AVE,SUTE 230 6 2 16,702 13,609 3,448 20.6 10,161 32 3) OPEN SPACE AT PROJECT ENTRY (LOT C) = 28,568 SF ; RANCH =AMONQkCA9M PHONE 909.481.6322 7 2R 16,702 13,608 3,448 20.6 10,160 35 4) OPEN SPACE AT PROJECT ENTRY (LOT D) = 277311 SF Engineering Communities for Life FAX. 909.481.6320 8 2 16,702 13,606 3,448 20.6 10,158 32 5) PUBLIC EQUESTRIAN FEEDER TRAIL AND GREENBELT = 29,022 SF 9 1 16,702 13,605 4,559 27.3 9,046 23 TOTAL COMMON OPEN SPACE = 109,092 SF 10 2R 15,315 13,339 3,448 22.5 9,891 35 TENTATIVE 11 2R 15,689 15,077 3,448 22.0 11,629 32 TOTAL COMMON OPEN SPACE AS A PERCENTAGE OF SITE = 25.7% 12 2 15,550 15,040 3,448 22.2 11,592 34 13 1 R 15,411 14,901 4,559 29.6 10,342 26 TOTAL OPEN SPACE AS A PERCENTAGE OF SITE = 67.1% TCT NOm 20334 14 2R 15,272 14,762 3,448 22.E 11,314 33 15 2 15,281 14,663 3,448 22.6 11,215 29 RESIDENTIAL LOTS 1 -17 16 2R 15,286 14,662 3,448 22.6 11,214 32 17 1 R 16,765 16,074 4,559 27.2 11,515 24 1 DETAILED SITE PLAN M TOTAL LOT AREA : 275,397 SF "A" STREET: 1.63 AC o SUBTT 20334 N AVERAGE LOT AREA : 16,200 SF EAST AVENUE: 0.2E AC z GROSS AREA : 10.24 AC DATE PREPARED: JANUARY, 2021 a NET AREA : 9.74 AC TOTAL PRIVATE OPEN SPACE: 175,641 SF SHEET C=4 OF 11 > 1= AVERAGE FRONT SETBACK : 30 FT CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w WILSON AVENUE TRACT \ / / I 4 5. 5 BOUNDARY \ / // /' I w w z Uj 16' EQUESTRIAN EASEMENT 5' PRIVATE VARIES LOT "C" / I DRAINAGE I EASEMENT LOT „C„ I I 1 \-- 14-58:6 I IL Q = PAD=1463.0 ----- 1 1 I BANYAN STREET 1 3.4' 1 2 I 1 Y Uj 1 I - - � ii I BLUE CG W� o Q 9 z PROPOSED PVCPROPOSED PVC1 1.7 1.7 I - - - - - I 1 18' I i � 5 DRIVE Z �� - -' - - 9 z PROJECT I N 40 20 0 40 80 I - - - � - - SITE PROPOSED I �5.9 �] b � ��• h • STATE ROUTE 210 FREEWAY CONCRETE I �' '� \°c �0 "V" DITCH I m 3.8% M •� I p �p C`s�p POERECIIYASTD.A 1 O -B ��Sssf Ss SECTION -L-L F SCALE: 1"=5' > �� pph� `�� '`��/y,��. �h�. �, P. •1 c VICINITY MAP �`' ETAINING WALL NLY N.T.S. OM INATION WALL _ WITH RE, VE C CE WITH 1.5' MARKER 5 5 � DETAIL "A" SCALE: 1"=20' r\ I 1494.9 1468.7 �� $ 3 t,J • n��\Yn�/�� [�[��/] +1495.4 1494.5 1493.5 0 P°IJ .18.11� "/ " 496.2 I 1487.5 � i`184.4 1+27 � �� G�G� + 14T \ I I + p p d d I 1486.5 1480.5 Q�� 1478.8 hJ ��C�C� 1476.4 1470.5 I 1467.3 o --- --�497.7 I / � �. � + + WQCQKr 14 7. 14ss. --------- DuV �� I DEBRIS 1489.5 I b o �1 7�6 1466. 4 71�E BRUSH [� I W co � II II \ O J I + d 'I 95 I I 1494.3 IJ L� IJVIJ �- U I > ¢ II x = 1 1471 h1 stj 4 p - I 1492.8 x W x 484.E II 1482 II 1480.5 O. I I \ 10• 1476.2 �7 s, \ O O Q �' st6, 466 8 O U RT 1 co 1485.7 h �\ F� sb +A \°` O+ F 1 -------- o I `��' I w TRACT BOUN Y `� �, 'V DIT �`' WALL ---- 1490.s - - - - - - - - - - - -- _ I - - - - - - - - - - - - - - -- - -- - - - - ' --------- -A IU *U - - 1Q2.00 �1 - - �I 76.00- rn . ILA 0 * - - -- �- - - - 1 ?�Iw N - - - EL 1465.2 1487E p HIGH F PR LET 1 .3 N 1492.8 I + I PROP. D OP IN 1`� + 4925 `+ SOCK W o 0 1479.5 cD + cn ��7 H� " + E V 1493 4 0 1488.4 I I I `D cn 1482.E + = x 17 7 = 6.2 I I I + = 14 4 R P. TO D I Q = x 1484.4 + 1481.E 491 -v I o L�Q LrIJ I + I 1474.4 I 0 I 6 + 6p 6 rn5 0 1487.T 1 I � +1488.5 + \Dc I 1481.4 1477..5 o F z of J N o 17 1 1 16 1483.5 +14s2.�1 ! + 14 + q9.7 / 1 + 1 +1475.6 1 1 11 I 10 +1471 I I 4° + I 1473.6 1472.6 - rn i� 14 .7 � 1 1480.6 o 1478 1 1476.3 I 1474.2 I 14 .1 1 70.0 _ '� ADDITIONAL M! 8'' v Z X o 01 14 01 m FCC>� I DEDICATION I� 1 �� 4623.7 0, 14 p � ' AREA AIN FOR g1��ShTE I F 1479.E F F -PROVID�1/2 K 1483.6 G 480.6 I + 1477.7 G 1475.6 G 1 14725 1 4-70 1469.E �� Ise .53 - ENING FOR GE + 1 + , 36 1 1470.6 + + 1461.7 I q� s1.6 I � + I I �°/�� 486 OPOSED c I G�F b� GAF I FG \c TRACT 6 `� `��,, P c/F 1 `'� �/� �/� J/0 �/ 14ss.6+ 3/� hi o �, bK nnnn � DEBR 1481.5 0 ° ,�.q`b/�F. �� I DRAIN � l / � � 1478.5 � 14 4 � 1475.4 � 1473.E � � I , r 1463.4 �/ � 6 O 181_3 483 115.1 + 104.00 103.00 102.00 + 02.00 + .00 102.00 1470.3 102.00 85 + I N0. (�(�j�j 1486. , 1484.4 1 14 9. co D/ 8 �R=4.6% I Est Icy i �� O co �I `C' cal I�, T\ I> > J �7 2.1% \�O V nA�� STR T:�1 °� 1p. �01 Bch' I TEst _ 50 VCR PI=1487.6 > _ c� wl c /� � � ' � � � ` � � � ��' ` ` w \;.<� 1��w I� c I PI-146 7 aiI 50j VC I PI-1485.01 0� 1 �� - - \ O - - I' "S I� l Qd i ' (PUBLIC) 1/ �� 1�. 1471 .1. �� >10o c I ,� \� �� 6S 6Q I \ 6; I , st6� + ��' TC T�8 I \"SI Tc y I __ -- _ - --- I 1460.7 I� ,z i 3.7% III 1485,�5 ' �' /F� I IF 7 0 102.00' 1 .00' 102.00' 102.00' 02.00, 102.00' 102.00' 102.00' 102.00 I .14' 1 cam` -- ----------- 11 1466.3 1 _ 1 �p 3 1478.E UT 1468.5 I ER // I I 1484.2 1483.4 �/r FILL C/F <Cl -L 511470.5 +1469.5 I I a �O+ + G I 1475F5 I 1472. G IF F 1485.5 FIA D WIT ��1 G / I +1481.6c1� +1476.5 + Gr + _ + ��. WALL B fk� G� I I 6� 0 V C / UNDARY R/W ils \�.�' �6.a I I 1472.E � `� F 64.5 - - - - 481.5 I I - - 1482S ' �' I �i 1473.5 �i r i 1470.4 r G I r r 44' 1 3 E+ GI� 1 + I 79.4 co co cn cn o 1477.6 3 4 +14� 5+ I + �/ + 7 I 8 +1467 J GIF 1465.E + i - F� ^ III j 4,6.5 • 1.8 I 1 1.1 1 + 479.3 1477.2 14 471.7 1 F 146 +141 .6 1468.4 1 466. I 14 Y. -11I �►lr I 0 O 11 1 1 1 1 1 1 1 O I 1 +1455.5 1 32 A o o I o I - - 1 1 l \ +1459.3 /l 479.5 o o CONC co �� co �� y4�1.5 +1480 4 = +1477.3 1 = II 1474.5 cnj 1 c� cn c� II \ / 1 �� 1465.7 `D \ / 1 1468.5 1 ' s 5.5 + +7 3 I+ x \\ //7/ �'� 0 +1475.6 = x x = 1481. � �;�, � � 1 1 + W�- - I +14s9.s I I + I I 1 \ / CD � XI N ST. �=' ,'1,� 1 1 _ _ 10 05 azcn �1 � 1464.14 RELOCATE + 2:1 D STIR - - - - - - - - - - - - _ 1485.E I Ol_ . - - - - - - - - - - - - - - 5 /93.1 ' 102.00' 10 .00' 102.00' J I EXIS 14so.6 _ _ �-_ al _ GG�o �EB� AC-T BOUJ�R o ]J Q - - _ ]ems ORIS ^�o Wiz' PR o �G� O srs� �� ' �`��b 1 I RM > x o c J Fc x Wz � Fc S c�W F F Dc`� 1 cV Z �477.1 m W = 1473.4 o ¢ -T- M CK WALL z o \ _BLU � p o I o 1474.5 �+ + + 0225�1 ° o O�'467.6 + _ o N¢ 1465.5 I h� cn ¢ 1472.3 1471.7 14663 W N- N v 1464.4 1462.6 W o ~¢ m 0 j 1476.9CD cn W ^ 1469.5 + co Q No J w N z 0 145, 5 O� o o • � N LLj 0- ¢ � z A � 14 7.4 I 1477. z cn ¢ GJ a c� z c~i> 1 0 + o ¢ 1473.4 N M z 1466.3 ce- E 1474.3 0 ¢ 1469.5 1467.8 1 1464.7 1463.4 1461.E w I I cn N +1475.4 + + M 1471.5 +1470.6 + + + + + +1462.5 + +1453.5 'Uj + 48) +1453.4 V••� W • + W �1467.3 \ o 4 14 .73 E COURT I 1467.E N -- - m I �/k�� +1464.5 1479./ c� ,. - +1473.3 +1472.4 ��o �1468.5 + A^ r �A�� 12RI 5 1460.E PREPARED FOR: LEGEND MANNING HOMES s� 20151 SW BIRCH STREET SUITE 150 EXISTING STREET ELEVATION 60 NEWPORT BEACH, CA. 92660 EXISTING STORM DRAIN sD-- CONTACT: CRAIG KOZMA TEL: (949) 250-4200 BENCH MARK UTILITIES EXISTING SEWER SYSTEM --- 8"s ---- EXISTING WATER SYSTEM ---8"w 0--- PREPARED BY: SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH BASIN AT WATER/SEWER CABLE PROPOSED STREET ELEVATION 44 THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 361- NORTH OF THE CUCAMONGA VALLEY WATER DISTRICT FRONTIER COMMUNICATIONS BCR ON THE WEST SIDE OF EAST AVENUE STAMPED "RANCHO CUCAMONGA 1 CUCAMONGA ASHFOR L STREET PROPOSED STORM DRAIN SYSTEM - SD - BENCH MARK 1088 A" P.O. BOX 638 (877) 426-9117 PROPOSED SEWER SYSTEM 8"� MA D O L E 9302 PITTSBURGH AVE,SUITE 230 RANCHO CUCAMONGA, CA 91730 PROPOSED WATER SYSTEM �"w RANCHO CUCAMONGA,CA.91730 EARTHWORK SUMMARY (909) 987-2591 • • PHONE 909.481.6322 PROPOSED LOT NUMBER 17 CUT FILL GAS TELEPHONE Engineering Communities for Life FAX: 909.481.6320 RETAINING WALL MASS EXCAVATION 18,300 CY 15,526 CY SOUTHERN CALIFORNIA GAS CO. COX COMMUNICATIONS 6' HIGH BLOCK WALL SHRINKAGE 05.0%) - 2,329 CY 1981 W. LUGONIA AVENUE (877) 473-2013 SUBSIDENCE (0.2 FT) - 3,636 CY REDLANDS, CA 92373 TUBULAR STEEL FENCE PAD OVEREX (5.0 FT) 18,876 CY 18,355 CY RANCHO 5-7715CUCAMONGA, CA 91730 (909) 335-7715 PVC 2-RAIL FENCE n n n TENTATIVE LOT SPOIL075 CY/LOT AND NOTE" TENTATIVE TRACT BOUNDARY -- UNDERGROUND CHAMBER 2,700 CY ELECTRIC PROPOSED 2.1 OR 3.1 SLOPE 2:1T CT SOUTHERN CALIFORNIA EDISON CO. ALL IMPROVEMENTS WITHIN THE PUBLIC NOm TOTAL EARTHWORK 37,17E CY 37,17E CY 7951 REDWOOD AVENUE RIGHT-OF-WAY, INCLUDING STREET TREES STREET LOTS FONTANA, CA 92336 SHALL BE INSTALLED PER THE PUBLIC RESIDENTIAL LOTS 1 -17 (909) 357-6581 IMPROVEMENT PLANS. PROPOSED FIRE HYDRANT �--� STREET LIGHT 3 AREA SUMMARY OWNER/APPLICANT/DEVELOPER DAYLIGHT LIGHT /F CONCEPTUAL G DING PLAN IZI- GROSS AREA = 10.74 AC MANNING HOMES CIO CD M NET AREA = 9.74 AC 20151 SW BIRCH STREET SUITE 150 WATER QUALITY INFILITRATION _ _ SUBTT 20334 NEWPORT BEACH, CA. 92660 PIPE SYSTEM d DISTURBED AREA = 8.63 AC CONTACT: CRAIG KOZMA _ _ ~ DATE PREPARED: JANUARY, 2021 TEL: (949) 250-4200 HEIGHT OF EXPOSED WALL H=6' SHEET C-5 OF 11 ILL! AT THIS DIRECTION > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w R/W R/W / EAST AVENUE HOA 102' 4 102' 102' 102' 102' 102' 102' 0 .4 102' 1 102' HOA GOLDEN LOCK LANDSCAPE LANDSCAPE PLACE 6'± 12' LOT A ~2' PROPOSED 6'--,-_. LOT LOT LOT 9 ow I BLOCKWALL 1 2 3 LOT LOT LOT LOT LOT LOT LOT coF�sFo 5 6 7 8 9 C 12 PROPOSED PROPOSED CURB & GUTTER SIDEWALK I SECTION A- /� I PROPOSED CURB /� & GUTTER SCALE: H: 1"=20' V: 1"=8' PROPOSED TRACT SIDEWALK BOUNDARY PROP. 6' BLOCK WALL 5' LOT 'D' DRAINAGE I EASEMENT PAD: 1467.7 1 I 2 I 1 1 2' 2' SOUTHERLY NORTHERLY EXIST. GROUND TRACT TRACT rINI BOUNDARY R/W R/W BOUNDARY 163.82' 56' 149.17' ATE DRAINAGE 'A'STREET DITCH � > EASEMENT PROP. "V" �A 5' PRIVATE DRAINAGE PROPOSED EXISTING GROUND /+ I EASEMENT 6' BLOCKWALL I ___ SECT/ON C-V I I 16' EQUESTRIAN 12' 2' PADD 475.2 I I PAD 478. PROPOSED SCALE: H:1 "=5' EASEMENT V:1 "=5' 0.5' 4' 7.5' 18' 18' 8' "V' DITCH 15' EQUESTRIAN I I PROPOSED TRAIL I II 6' BLOCKWALL II II I II I II PROPOSED PVC II PROPOSED 2-RAIL FENCE �I `ti SIDEWALK SECTION B-B SCALE: H: 1"=20' V: 1"=8' TRACT R/W BOUNDARY PROPOSED PROPERTY 'A' STREET HOA LANDSCAPE 6' BLOCKWALL LINE LOT B I EXISTING GROUND PROPOSED / EAST AVENUE HOA LANDSCAPE 6' BLOCKWALL SIDEWALK I (L' — \ LOT 1 SWALE ^, 12' PARKWAY PAD 481.8 I SWALE LOT 'A' 2% 6'± 7.5' LANDSCAPE SIDEWALK '~ Q`�PGO 2 0% SECTION F-F SCALE: H: 1"=5' PROPOSED CONC. V: 1"=5' CURB AND GUTTER SECT/ON E-E SCALE: H: 1"=5' V: 1"=5' WALL 2' PROPOSED 6' HIGH TRACT BLOCK WALL BOUNDARY LOT 4 TRACT PAD 477.2 BOUNDARY TRACT 5' PRIVATE BOUNDARY DRAINAGE 16' EQUESTRIAN PROPOSED 6' HIGH EASEMENT I 5' PRIVATE TRAIL EASEMENT 1 I BLOCK WALL 2.0' 2.0' 2.O' I 2 DRAINAGE 15' EQUESTRIAN 1 6" 2' 1/2 BLOCK OPENING AT 20'PROPOSED BLOCK WALL WITH ., EASEMENT TRAIL PROPOSED PVC O.C. FOR DRAINAGE FROM EXISTING GROUND 1 0 3.4' PROPOSED PVC __2 RAIL FENCE EXISTING SINGLE FAMILY HOME I N __ ___ ——— 2-RAIL FENCE 1 EXISTING GROUND LOT 12 �, 2.0% EXIST. GROUND MOW CURB 1 L� PROPOSED CONCRETE - __—- 2:1 SLOPE LOT 17 PAD= 474.2 "V' DITCH ROPOSED CONCRETE DITCH PAD= 485.1 PREPARED FOR: SECTION G-G SECTION H-H SECTION J-J MANNING HOMES SCALE: H: 1"=5' V: 1"=5'SCALE: H: 1"=5' SCALE: H: 1"3 V: 1"=5' 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA TEL: (949) 250-4200 PREPARED BY: NOTE PROPOSED WHERE A RETAINING WALL IS CONSTRUCTED AT THE TOE OF 6' BLOCKWALL 9302 PmseuRcaH AVE,sum 230 SLOPE THE HEIGHT OF THE SLOPE SHALL BE MEASUREDFROM THE TOP OF WALL TO THE TOP OF SLOPE. 2' FACE OF RANCHOCUCAMON:909.4 9r322FOOTING .11MADOLE � PHONE=909.46L6322 TOP OF Engineering Communities for Life FAX- 909.48L6320 SLOPE FACE OF AT LEAST THE SMALLER TENTATIVE R W STRUCTURE TOE OF OF H/3 AND 40 FEET H EXIST. GROUND ��' 0 "Q 6QO GOLDEN LOCK PLACE SLOPET CT TOP OF V-DITCH 2 NOm 20334 _N RESIDENTIAL LOTS 1 -17 AT LEAST THE SMALLER OF H/2 AND 15 FEET WALL NOTES PROP. FLOWLINE S=U.Uubu SECTION 17.48.030 OF THE MUNICIPAL CODE EXHIBIT HOW TO MEASURE WALL HEIGHT ON THE THE PROPERTY LINE OF ADJACENT LOTS WITH DIFFERENT GRADES. RADIN SECTIONS PROP. DROP INLET PROP. STORM DRAIN PROP. DROP INLET PROP. CURB INLET FENCE AND WALL HEIGHT SHALL BE MEASURED FROM THE FINISH GRADE AT THE BASE OF THE M FOUNDATION CLEARANCE FROM SLOPES FENCE OR WALL TO THE UPPERMOST PART OF THE FENCE OR WALL; EXCEPT WHEN THERE IS N A DIFFERENCE IN THE GROUND LEVEL BETWEEN TWO ADJOINING PAECELS, THE FENCE OR WALL SUBTT 20334 0 FIGURE 1808A. 7i I SHALL BE MEASURED AT THE MID-POINT OF THE RETAINING WALL HEIGHT AS MEASURED ON THE V-DITCH PROF/LE - LOT 'D' TO GOLDEN LOCK PLACE SIDE WITH THE LOWEST FINISH GRADE. SEE FIGURE 17.48.030-2 (MEASUREMENT OF FENCE AND CBC 2016 WALL HEIGHT ON PARCELS WITH DIFFERENT ELEVATION). DATE PREPARED: JANUARY, 2021 Q SCALE: 1"=20' NOT TO SCALE SHEET C-6 OF 11 w CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w WILSON AVENUE z 0 J W Z Q BANYAN STREET M Y U Y O W W BLUE GG S DRIVE Z PROJECT SITE STATE ROUTE 210 FREEWAY VICINITY MAP N.T.S. 1494.9PM O I l> a �� 1468.7 1495.4 1484.4 1482.7 0 0 0 1476.4 O O -______-- + 1494.5 1493.5 I � &62 1487.5 1486.5 + 1480.5� � � 1470.5 1 VJ146L + 1478.8-7497.7 I \ + + �JL�1CLr, HT 1466. -------- I I 0�] �0 I DEBRIS 1489.5 I o 1466.6 B 1T7TLE BRUSH co `fl II II II I� _ _ 1465.6- ---- _ > ¢'�' x ---z�- -- -- __44d2.�- N 89°2602 E 1008.30 ------ --f S D -- ----- - ----------1 -7��- T COURT 5 I 1 w � a 1 9 I 1 494.3 I ��IJ L� IJVIJ� �- U I ¢ z II x , >, , x = 147�1 .. 1492.8 --- -- - � -- ---1�F8�.z---- 1 ❑ + 149 . 1- ¢N + DIT 76. 0 , 1465.2 -------- / WALL I 1490.8 ® TRACT BOUN Y 828.09 - _ _ _ - 14 53 2 _ 6' HIGH TUBULAR I 1 c o n�S�TANK ❑ _ .0' ( - - - -_ -�� - -_- - - - �- - -� - - - - - - - - - � - - - - - - - �- - - - - - - - - - - - - � STEEL FENCE I A -1 O 1�tl`V I - - - - 1 1 r- O PROPOSED 6' HIGH 1 ( I I`1 3 0 49215 I�1499/2'8 �n BLOCK WALL 13 o o 12 � � 11 i � 10 11 I - 1493.4 rn 1 ' iLSI�O�7 140 E 5' PRNAT -0 17 -� 16 -= 14 C.6 = _ �i DRAINAGE = I 15 1�4911 1 I1 1I I I -�' � w I I 1 1 I I I 1 mll L�4 _T=j asGH I I I I I I �90.5 ' CD � Coo I LOT "D" rn Z�'11. Z � � m xo Zi iii aili1 � i1 � ii 1 ,ail 463.E a, � o , z - , I I _ ADDITIONAL = W � 1490.E 1489. O° I I AREA DRAIN FOR OF -SITE I I 1 1 DEDICATION ti stQ 2 Z�� DRAINAGE-PROVIDE 1/2 BLOCK I 1 , rn 207.53 OPENING FOR DRAT AGE I I - 1 1 - 1 1 1 1 1 w 489 488 - LOW I I �1 1 - I - �I �1 l - I I - - I LI 1 I I I 2 2 2 0 „ g 8 4a 1 - - I 9 2 II 48 486 I PROPOSED 1 1 1 TRACT o o 6 1 2' � 1 �� 485 I I PARKWAY 1 1 1 � I 84 I DRAIN I I 1 I 1 � ,� 181.30' - 483 115.19 104.00 103.00 102.00' 102.00 102.00 102.00 102.00 �/ 152.85 7 H T [�]O o 0 XISTIN FIRE YDRANT I I - O REL N0 I I I "A" STREET 00 _00 a s - - - _ 1 I (PUBLIC) I I I I 8'W 8'W- 8„W 8»W ;, 8,>W R"I� 8»W - 8„W z _ II N o X 1460.7 1 85.5 1 I 1� 1 w I I 79.51 102.00 102.00 102.00' 102.00' 102.00' 102.00' 102.00' 102.00' 102.00 153.14' I � ��, II 11 11 I I I \ I I I I I I 1 I I ------ _J148 �° 1 I 1� - I W TER ER BO 1 I I I I I I I I I I XIST 1 1 1 1485.5 TO BE R PIA ED WIT 1 - - TDBDES _I 11 - I � - WALL 1 1483.4 i t i + LOT `� i � `� � � � `� ^ F I I f - - - - I o f � 4 • I I 1 1 I 1 1 I �, �, m l O s8' I 11 1 1 1 1 1 1 1 1 1 ' LOT C i I � I a ❑ 44P I A 11 I I I I , I _ 1 I 1 1 I +1455.5 1485.5 32' I P w cn I co co cfl cfl co c0 co 1 _ \ /4432 w I o 11 o f o f 0 1 1 n 1 1 0 1 1 �� 1 1 0 1 1 1 \`� / � I I ^ s CONC 1 _ _ = = II x II x 11 x / 1 148; 11 1 1-1 4 1 1 � w� L 1 w I 2 3 PROPOSED W HIGH 01 > Q w F XI .. N ST. LIG I ; 1 11 1 1 1 1 BLOCK WALL 1 1 5 Q 6 j l 7 j l 8 9 1 ----= I21 0 B RELOCATED _ _- - - - P + �\ - �'� - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� I I 1 5 4 a 14554 R OSED STREET - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - ❑- - - - - - �_ - - - 1485.6 1 T R - _ 93.1 102.00 10 .00 102.00 102.00 102.0 I 102.00 102.00 102.00 102.00 176.00 2 .00 J IN EX III S I G 9'48'07" W - Do❑ o CT BOUNDAR o _ b RO PVC N 8 ° '07" W DEBRIS 1 99.11' - - 144. _ _ - _ - - �EBRI _ `� IL FENC � OPOSED P 1 I I RM +1476.4 0 x w N x cfl - _ ~ 3 Q z I I 1 � I z �477.1 m II N" 1473.4 D O N o vZ cn 1465.5 + w ¢ �,� m a x w ¢ + 146 1464.4 1462 5 - 7 . I `p�'�Q _ Q I o 7474.5 n N 1472.3 1471.7 + O22115=1 = 00 467.6 W o cNi�¢ Cy W ------ I +B L M _ - 0 147E 9 + o P OPOS9MBINATI 1469.5 + + �¢m � w o N 0 1 5 1 5 HT 1480. -411-14 I 14 z v~i w 2 V G�1ly A z cn a ®DIVE o z -RAfL FENCE WIT 1456.3 I 1 +7474.3 1473.z o � 1471.5 1470.E 1469.5 1467.8 +1466.3 ��G1464.7 +1463.4 14625 +1461.6 MAXIMU RETAINING 1453.5 '1 1453.4 w I w N� +14754 + �¢ + + + + + + �� + I + w • + w c' a 1467.3 452.5 � ------------ 1467.E +1464.5 1479. c� ¢ n +1473.3 +1472.4 1468.5 + 1460.E • w 1469.6 + 1465.5 1462.5 1461.5 WILD MAPLE 475.E I i 1470.5 + + + + + + 'y _1 � 1452 5 7457.4 - -p t - O J4 I 1475.1 COURT I+ 4 *SEE LANDSCAPE PLAN FOR WALL DETAILS AND MATERIAL SPECIFICATIONS PREPARED FOR: LEGEND MANNING HOMES EXISTING STORM DRAIN = sD---- 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 EXISTING SEWER SYSTEM ----s----- CONTACT: CRAIG KOZMA EXISTING WATER SYSTEM ----w----- 40 20 0 40 80 TEL: (949) 250-4200 PROPOSED STORM DRAIN SYSTEM PREPARED BY: PROPOSED SEWER SYSTEM 8"S o PROPOSED WATER SYSTEM �1W z PROPOSED LOT NUMBER n MA D O L E RETAINING WALL 9302 Pms AVE,SUITE 230 6' HIGH BLOCK WALL WITH RETAINING RANCHO CUCAMONGA,CA.W30 PHONE:909.481.6322 6' HIGH BLOCK WALL Engineering Communities for life FAX 909.481.6320 TUBULAR STEEL FENCE PVC 2-RAIL FENCE TENTATIVE TRACT BOUNDARY -- TENTATIVE HEIGHT OF EXPOSED WALL H=6' AT THIS DIRECTION - TRACT 20334 PROPOSED 2:1 2:1 fi- NO . STREET LOTS "q" RESIDENTIAL LOTS 1 -17 PROPOSED FIRE HYDRANT WALL NOTES STREET LIGHT f SECTION 17.48.030 OF THE MUNICIPAL CODE EXHIBIT HOW TO MEASURE WALL HEIGHT ON THE CONCEPT AL WALL PLAN THE PROPERTY LINE OF ADJACENT LOTS WITH DIFFERENT GRADES. WATER QUALITY INFILTRATION -C�PIPE PIPE SYSTEM F FENCE AND WALL HEIGHT SHALL BE MEASURED FROM THE FINISH GRADE AT THE BASE OF THE o �- - �PI� - FENCE OR WALL TO THE UPPERMOST PART OF THE FENCE OR WALL; EXCEPT WHEN THERE IS SUBTT 20334 O A DIFFERENCE IN THE GROUND LEVEL BETWEEN TWO ADJOINING PAECELS, THE FENCE OR WALL z L- - -CURIRE SHALL BE MEASURED AT THE MID-POINT OF THE RETAINING WALL HEIGHT AS MEASURED ON THE O SIDE WITH THE LOWEST FINISH GRADE. SEE FIGURE 17.48.030-2 (MEASUREMENT OF FENCE AND DATE PREPARED: JANUARY, 2021 Q WALL HEIGHT ON PARCELS WITH DIFFERENT ELEVATION). SHEET C =7 OF 11 ui > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w WILSON AVENUE z 0 J W Z Q BANYAN STREET M Y O LLJ 1' BLUE w , o a DRIVE N PROJECT SITE STATE ROUTE 210 FREEWAY VICINITY MAP N.T.S. I ojp o� I -2. -3.3 -4.0 4.0 -2.7 - -3. -4.6 4.4 .4 -4.3 -3.4 -4.6 -2.9 - - - - - - - - -3.5 - -4.2 - 1.8 .6 -1.0 1 I _ \ I II II I I -4.1 -3.3 -2.72.3 -2.7 -1.8 -1.9 -3.3 I I -� 9 -�. - .9 .1 2.3 0.0 II II II I II II I I I ; it it it II 11 1 � I I� -1.3 I �.� - 2 -0. - ' 1-1.1 3.2 1.0 I - .2 -0.3 -0.4 _-C.4 -1.9 -1.1 .1 -C.` 0.1 0.7 �, 1 -0.7 0 1 1 01.1 I 4.8 2.0 ! 0.2 r - - .2 -72 I / I I j / -?.9 -?.8 ?.9 -3.9 -?.9 a a.2 0.9 V �/ I1 - - - - - - -- - - - - - -- - - - - - - - -- -- --?.0 -3.0 - .1 -.3 -'�.4 - �� - - - ----- - 1.2 -2.6 -2 I I I1.i _0.0 -1.4- -1.5- -1 ^ --_ 1 -2.2 -2.3 -2.5 -2.2 -1.9 -C.1 1.2 -2.1 I II I� II II i \ II II II I � 1 I I � I II I II I -C. 1.4 0.7 -1.6 -1.1 -C.4 -C.3 0.8 1 I 0.2 0.9 j.4 0.0 0.8 0:-l- 0.5 � ��.� i � I� I 1.2 0.7 � 1 11 11 I I 11 11 1 j -C.2 0.4 0.9 -C.5 0.0 0.E 0.8 1.8 1 1 0.9 1.8 2.5 1.2 1.8 0.7 1.2 1.8 -1.1 -C.3 1-1.3 -C.2 0.5 0.4 0.2 0.9 -2. 0.7 2. 1.6 0.2 II 11 11 11 I I 1i 11 i1 1 I 1I 11 11 11 1 1 11 j i. 1.9 2.9 1 ' 2.0 2.8 I I 2.3 1 1 1.7 I I 1.00.0 0.8 0.6 1.2 11 0. 1I I1 0.8 1.4 �1I.11I 0.6 1.7 I1I I I 1.2 1.6 2.6 2.4 I II I 1 I I 1 I II I 1 2 0.7 1.7 2.3 3.01 3.0 3.9 1 3.0 3.6 4.8 �1 3.1 3.9 2.8 3.4 4.0 1.3 2.1 � 0.9 1.7 2.3 i1 1.8 2.4. 2.2 1.7 2.6 1 .3 3.5 3.6 .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 / - - - _ - - - - - - - -C.6- - -C.7- - __-C.2-- -C.5_ _ 1=- - -=-C.5- - --C.6=- - --C.4 _ - - - - - --C.2 =- - --C__3- - - - - _- - - -C.1-- - - --C.1- - - - 0.0 - - - 0.0- - - - -0.0 - - - - - 0.3- - - - -0.1- - - - -0.6 - - - 0.5- - - - --0.5- - - - 0.2 - -- - - 1.0 �-0.3--= 69 - - - -1.8 1.3 LUE G DRI /E LEGEND CUT AREA FILL AREA EARTHWORK SUMMARY CUT FILL MASS EXCAVATION 18,300 CY 15,526 CY PREPARED FOR: SHRINKAGE (15.0%) - 2,329 CY SUBSIDENCE (0.2 FT) - 3,636 CY MANNING HOMES PAD OVEREX (5.0 FT) 18,876 CY 18,355 CY = LOT SPOIL075 CY/LOT AND ~ 20151 SW BIRCH STREET SUITE 150 o NEWPORT BEACH, CA. 92660 UNDERGROUND CHAMBER 2,700 CY z CONTACT: CRAIG KOZMA TOTAL EARTHWORK 37,176 CY 37,176 CY TEL: (949) 250-4200 PREPARED BY: 40 20 0 40 80 MAD O L E W02 Pff S6uRGH AVE,SUITE 230 RANCHO cx MAMGA,Ca 91730 PHONE 909.481.6322 Engineering Communities for Life FAX. 909.481.6320 TENTATIVE TRACT NO . 20334 RESIDENTIAL LOTS 1 -17 coC T/FILL SUBTT 20334 co 0 z DATE PREPARED: JANUARY, 2021 Q SHEET C-8 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w RESPONSIBLE PARTY FOR MAINTENANCE + INSPECTIONS: MANNING HOMES WILSON AVENUE 20151 SW BIRCH STREET, SUITE 150 NEWPORT BEACH, CA. 92660 LEGEND: HOME OWNERS ASSMATION TO MAINTAIN AFTER COMPLETION AND TURNOVER FORM 5-1 WATER OUALITY BMP INSPECTION AND MAINTENANCE SCHEDULE IMPERVIOUS LENGTH OF PRETREATMENT SYSTEM DCV DESIGN CAPTURE VOLUME w w �' BMP MAINTENANCE FREQUENCY DRAINAGE AREA AREA VALUE DCV QBMP DRAINAGE SYSTEM 60" PIPE PRETREATMENT CAPACITY RETENTION % OF DCV SF SQUARE FEET (FT2) eP�yP� CLEARING AND AREA AREA # VOLUME CIF CUBIC FEET (FT ) W CONTECH CDS VACUUMING OF EVERY APRIL & SQ. FT. ACRES % CU. FT. CFS FT CFS CU. FT. % CY CUBIC YARDS BANYAN STREET 2020-5 SEDIMENT AND DEBRIS OCTOBER DA1 448,358 10.3 30 15,699 0.8 DA1 1 490 CDS 2020-5 1.1 15,911 101% VRET RETENTION VOLUME Y PRETREATMENT WITHIN STORAGE AREA AND CLARIFIER (OR PER MANUFACTURERS T PROP. PROPOSED CG AFTER MAJOR RAIN DMA DRAINAGE MANAGEMENT AREA BLUE Z W APPROVED EQUAL RECOMMENDATIONS. EVENS DRIVE Q CLEARING AND DRAINAGE AREA BOUNDARY Q 60 VACUUMING OF EVERY APRIL & o z i�h PERFORATED OCTOBER EXISTING 1 .0 CONTOUR PROJECT SEDIMENT AND DEBRIS RETENTION/ WITHIN PIPE PER AND INFILTRATION MANUFACTURER'S AFTER MAJOR RAIN RE PIPES EVENTS 0 PERVIOUS/ LANDSCAPE AREA RECOMMENDATIONS. STATE ROUTE 210 FREEWAY 0 CONCRETE/ IMPERVIOUS AREA CLEARING OF EVERY APRIL & CATCH BASIN SEDIMENT AND DEBRIS 1470'5 7467.3 OCTOBER 1476.E I � FILTER WITHIN BASKET PER AND + �� 1495.4 �y 1487.5 + t + ' + �� + + -------- INSERTS MANUFACTURER'S AFTER MAJOR RAIN �• IV + I + cs 11466. C0------- RECOMMENDATIONS. EVENTS o 1489.5 6 T",E1RUSH VICINITY MAP 1465.E REPLACEMENT OF 149za o 1485.7 1484.s 14825 ' ° TRACT BOUNDARY / DRAINAGE AREA BOUNDARY + N.T.S. STORM DRAIN ❑ + 7491.6 + ° + + + P G8 ER / 14 STENCILING STORM DRAIN STENCIL AS NEEDED I l _ _ -_ 1465.2 ______- TO MAINTAIN VISIBILITY. - WALL 4 - - - - - - - - _ __ 7T-- -------�--- - --_--� - - - -�_� _l \ + - - -------- __ _ _ - - - - I- ---- -- ---•Y •Y Y E Y •Y W W 'I' Y- Y Y •Y W - Y - Y Y •Y W - -Y Y r* * /W �YY �Y W •Y W W W W W W��- W "�-W W W - W •Y •Y �Y -4�-1• �Y W W �Y W �T- W W W •Y �Y W W W •Y �YY �Y W W •Y 1465.2ALL FUTURE MAINTENANCE, TANK O _ DA1 I SffE DESIGN CAPTURE VOLUME SUMMARY - DA1APPLICABLE INSPECTION, REPAIR, y,�-y � z II LI N° oGROSS AREA = 10.24 AC. I .� .� .� .� .� W W TREATMENT AREA=448,358 SQ. FT. (10.3 AC.) .� �. �. �. I�. .� .� W W W •Y r�' � � W •Y •Y W IW � � W W W W W W W W W � W W W � PR &STRUCTURAL SOURCE ETC. AS APPLICABLE - I .� .� W W W IMPERVIOUSNESS = 30% (2 DU/AC.-FIGURE C-4) W W W I W W W W W W I W W W W W W W W W W W W W W �w W W W W W W W W W W W I I TREATMENT AREA (DA1 ) = 448,358 SQ. FT. CONTROL AND FOR ALL BMPs THAT TO BE DETERMINED W W W W W W W W W W W iV W W W W W IW I W W W W W W y W W W NON-STRUCTURAL APPLY DURING FINAL I wI �I DCV = 15,699 CU. FT. W W W W W W W W W W W W W W I W W W W W W IW Y W W W + W I 1 EXISTING SITE IMPERVIOUS AREA = 0 SQ. FT. SOURCE CONTROL DESIGN OF PROJECT. IW W W I W W y y W W W QBMP = 0.8 CFS WI W W W W W tr y y W W W W IWI W y W W W W y y W W W I IMPERVIOUSNESS = 30% (FIGURE C-4 FOR 2 DU/ACRE) B M P S 7489.7 Y I Y W 1+I W r':16 Y Y W Y W Y W -CONC I I WT L.��I ��D�� W W y y44 IMPERVIOUS AREA = 134507 SQ. FT. 1490.517 w wi w wi� w 13 W }yI I I W W I W W I IW W W W 12 2 22 9 12 P (2YR-1HR) = 0.642 IN WWW W I W 12 W )y 1 1 ICI I W W W W W W W W IW Il b3.7 I SITE DESIGN CAPTURE VOLUME = 15699 CU. FT. 1490 + 1490.E +1489.2 y, + I+I �I W 15 14 y I y y �, t I I IWI W W Y Y Y W WI I SITE DESIGN WATER QUALITY FLOW RATE = 0.8 CFS 1 W �WQp W W W W W L•Y, Y W IWI _ W �Y - _ W W tY _ Y Y - Y Y - Y ICY Y •Y W WY Y Y Y •YY FYI 489 �Y W W 4S8 w �Y w W '�I W •Y - •Y •Y W �Y �Y I �Y I .y - ,y I,y ,y I ly W �Y � �Y W W W W •Y �Y �Y W W W W •Y I � •Y 1Y W I 41 �Y �Y �Y •Y W�II �Y �Y 1Y �Y W - W �Y �Y W W I �Y W I �Y �Y �Y �Y W W �Y �Y �Y W W I �Y �Y w W 1Y I Iv .y .y W w 4, �Y �Y �Y 'Y �Y I WATER QUALITY MITIGATION SUMMARY 4a� 486W W W W I W W W W Y W W W Y W W W W W I W Y WI Y W W W I I IWi W W W W W I W W W W W W W W STORMWATER RUNOFF AND NUISANCE FLOWS FROM THE NORTH SIDE OF THE I 485 W W Y Y Y Y W W I Y Y Y Y Y Y Y Y W W W Y Y W W Y Y Y Y Y Y Y Y Y W W I Y Y Y W W W W I„�„I TRACT WILL ENTER "A" STREET AND GUTTERFLOW TO A CURB OPENING INLET AT 1 4S4 I Y �Y W L �Y �Y �Y l •Y W �Y �Y �Y /Y �Y W �Y �Y �Y I •Y W �Y �Y �Y I •Y W �Y �Y �Y •Y �I •Y �Y W �Y •Y /�, �Y W W •Y L ` �Y W •Y •Y I �Y �Y �Y �. P RQ P. �1 NIL � ,� k,. 1 W W W W W W W 483 I I THE EAST SIDE OF THE TRACT. LOTS ON THE SOUTH SIDE WILL DRAIN TO A + W W �Y W •Y �Y WV J - - �� W W W �� Q I PROPOSED V-GUTTER ALONG THE SOUTHERN BOUNDARY. ALL FLOWS FROM THE W W W W y y W PROJECT SITE WILL CONVERGE AT A PROPOSED DIVERSION MANHOLE LOCATED CIDI I R W _ _ _ PROP. C& PROP. STORM DRAT IIII I WITHIN GOLDEN LOCKE PLACE. THE WATER QUALITY VOLUME WILL BE DIVERTED TO „ „ I M - OP. C&G \ _ A PRETREATMENT CLARIFIER (CONTECH CDS -OR APPROVED EQUAL) THAT WILL 8"W $"W _ REMOVE TRASH, DEBRIS, OIL, SEDIMENT, AND POLLUTANTS BEFORE ROUTING 8'W 8"W- g"W I ( ) 7460.7 RUNOFF INTO THE PROPOSED UNDERGROUND RETENTION/INFILTRATION SYSTEM. I •Y •Y Y W W •Y W Y Y + W W �Y W W �Y �Y �Y �Y �Y �Y �Y �Y �Y W W �Y 4, W �Y �Y �� %� YY I 0 ❑❑ THE SYSTEM WILL CONSIST OF PERFORATED 60 RETENTION PIPE, UNDERLAIN BY W W Y W W y W W W W y W W W W Y W Y W W y y 4, A GRAVEL BED. THE PIPE WILL STORE THE WATER QUALITY VOLUME AS IT IS m ' I I II I W I \ I I I I I� 5❑3 PR . �INL�T �c � � _ Z I y � W W Y I W W W W W1 W W W W W w 114, W Y I I �I"LOT »yr, �� i i ��\ ' _ i c__ __ INFILTRATED INTO THE GRAVEL BED AND SURROUNDING SOILS. W W W W W W .v W •Y W .v Y W W .v �Y W W V� W W W W W •Y w .v W W �Y ", W W W �Y W �Y �Y .v W W L L W l� W Y' `1' \ 1485.5 ' PROP. C&G - I y W W I Y Y Y Y W W I I W W W W W W W _ Y W W W W W T� Y Y Y Y Y Y W W W w W- Y - W YI Y I I Y Y l I W - ID I+ _ I - III - ,I a t �� I I ' LLI WALL o WATER QUALITY BMP NOTES: IW - W W I Y y •Y I - �- - ��'- I WQ SYSTEM 2 4 1 CONTECH CDS2020-5 CLARIFIER (OR APPROVED EQUAL): STORMWATER QUALITY RUNOFF c Iy 99 » 1 II{ // I 7 T 4 1"I 6 I I I I (SEE DETAIL 1) ' II AND NUISANCE FLOWS FROM THE PROJECT SITE WILL BE DIRECTED INTO A CLARIFIER 1483.4 W LOT.W A �. I" L `�' W J W W W W 5 W �Y �Y W j[ W W J� •Y I - � - I I I • ^ W W W I W W I W W W W I I W 7 W I I W v 1. I - - - � BEFORE ENTERING THE INFILTRATION SYSTEM. THE CLARIFIER WILL REMOVE TRASH, DEBRIS, 'I� I I j 1 Ir, I WI I� W I W I I I W I II ' I RSI N SEDIMENTS, OILS, AND POLLUTANTS FROM THE RUNOFF BEFORE ROUTING IT TO THE ■I W W W W W W W W W W W W W W 14 1 AN HOLE w INFILTRATION SYSTEM. 64 I I j II �I I�II W W I�I W W W 1 LATITUDE=34°8'30" N W W a w �Y W W W W Y WIC •Y W W W .v W •Y �Y W W W .v .v I I �Y W W W W .v WI •Y W I W W W W .v .v W W W W W I IW W 4' W �Y �Y �Y 14 W I LONGITUDE=117*30'39" W /� �/ y I W X T. BERM c� 14855 I I , I I I I W W W W W W / 5 60" PERFORATED RETENTION PIPE AND INFILTRATION GRAVEL BED: AS CLEAN WATER FROM 32' m y W W W W W W Y Y Y Y W m Y Y Y w Y m Y Y Y Y Y W W Y Y Y Y Y W W W W w W W W Y W W I W W Y W Y Y Y I I Y Y W 3 W W 2 32' I + W W W W II W W W . w W W W W W W W W W W W W W W W Y VI W W j �� " + ST. THE CLARIFIER ENTERS THE SYSTEM A PORTION OF THE WATER WILL INFILTRATE THROUGH W W y PR �� 6'WHIG1`I BOCIf WALL W �� W W W W W Y Y Y Y W Y Y Y Y Y Y Y W Y I W THE GRAVEL BED UNDERNEATH THE PERFORATED PIPE. AS THE SOIL BECOMES SATURATED w W W w .� .� .L .� .� �. .� .� .� 0 + + W W �Y W I + W W w �Y W W 1 I + .v W YY W •Y 11* W + W W •Y r-VI' �Y Y �Y •Y •Y •Y �Y �Y W W �.I�-�_ .� .�� THE 60" DIAMETER PIPE WILL RETAIN THE REMAINDER OF THE WATER QUALITY STORM UNTIL v v v v v W W 1U 1U 1U 11, Y I W W W W 4, W Y Y Y W W Y R4P. '4/' 4UTTER W W r I `Y `Y Y -4, Y `Y `Y it w w w W W DROP INLET 3 W W W W W W W m Y Y Y Y Y W Y Y �Y `-J�-�1� �Y- �r- - - - - - - - - Y Y Y k_- + �'I¶' �'Iµ' (I� �III¶I �IIII� I- 5 3 C1P I�dLET ____ , 515 4 IT DRAWS DOWN INTO THE SOILS BELOW. (� _ J--..- - - ,.-�.- -�- �� -�Ir-mac- -J�- .Y �W-�Y- -� �-s `L_L-�Y -Y W- W W- W _ / I I Q _ -_ �Y -�Y -�Y W W- W- •Y_�Y - �Y -W - V�-Y -- _ �Y- �Y- W -Y -W -W -•Y �Y - W- - W -- �Y �Y-'�_- W W- W� •Y W W W 1485.E /�8o I W W W W Y Y Y Y v v -� - - - - - -- - -- 3❑ CATCH BASIN STENCIL - "NO DUMPING WE LIVE DOWNSTREAM" OR APPROVED EQUAL ON 1480.4 I EACH CATCH BASIN W W •Y •Y Y W W W W •Y •Y Y W W W •Y •Y •Y Y W Y Y Y �Y �Y W W W �Y •Y �Y W W W •Y �Y •Y 1Y W W W W �Y �Y �Y W � W •Y •Y �Y �Y W W W �Y �Y W W W W �Y -Y �Y W W W W -Y �Y �Y W W W W •Y �Y �Y W 1480.E IG BOX 0Q0 BGBG AVOID COMPACTION, OR SCARIFY SOILS UNDERNEATH INFILTRATION SYSTEMS BEFORE 7 1476.4 RAC / D REA B + + 1 RIFIER INSTALLATION. 1478 1477.1 T T 1473.4 + + 1466.E 1464.4 1462.5 '---BLUE GU I + 1474.5 + +14723 1471.7 + 1467.6 + 1465.5 145, 5 +_ - �- - +1476.9 + 1469.5 + c� 5❑ CATCH BASIN FILTER INSERTS TO REMOVE TRASH AND DEBRIS FROM STORMWATER BEFORE 1480� I'1RIV� 1 1477.4 I 14�.6 ' -� '45s.3 1 C IT ENTERS THE DRAINAGE SYSTEM. 1475.4 1474.3 +1473.4 1466.3 �6 1463.4 1461.E EXIST. 24" SD LINE "B + + +1471.5 +1470.6 +1469.5 +1467.8 + 1 +1464.7 + 1462.5 + 1453.4 „ „ + PER DWG. No. 2219-D + NOTE: INFILTRATION SYSTEMS MUST BE INSTALLED ON UNCOMPACTED SOIL . IF SUBGRADE _ I I �14s73 j + IS COMPACTED, THE CONTRACTOR MUST RECONDITION THE SUBGRADE UNDER THE BMPS TO \ I I �l 2.6 ° -------- SIMULATE AN UNCOMPACTED STATE 1 1 1464'5 1473.3 +1472.4 � 1468.5 +1467.E + M A P L E 1469.6 + +1465.5 +1462.5 +1461.5 +1460.6 + 1452.5 1451. 4 1.6 + FINISHED GRADE - LOT 'C' z_ 7' 7' 7' 7' 71 FIBERGLASS CDS2020 DESIGN NOTES -�_ I SEPARATION CYLINDER CENTER OF CDS STRUCTURE,SCREEN CDS2020 RATED TREATMENT CAPACITY IS 1.1 CFS, OR PER LOCAL REGULATIONS, MAXIMUM HYDRAULIC INTERNAL BYPASS 8 t W 2' 2' 2' 2' 2' 2' _ AND INLET AND SUMP OPENING CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS,AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. I _ TOP SLAB ACCESS THE STANDARD CDS2020 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. I I I m (SEE FRAME AND "° f„ SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. COVER DETAIL) pW DESIGNATION �� CONFIGURATION DESCRIPTION I 1 -2 CLEAN �, (MODEL SUFFW I I X I I I WASHED GEOTEXTILE/ FILTER FABRIC TO 60 PERFORATED A - G GRATED INLET ONLY(NO INLET PIPE) �� I I I I �� GRAVEL BE PLACED AT TOP, BOTTOM, RETENTION/ - GP GRATED INLET WITH INLET PIPE OR PIPES I I 1 1 AND SIDES -PER ENGINEERS INFILTRATION SYSTEM PR SEWER I I I I 57 RECOMMENDATION � K CURB INLET ONLY(NO INLET PIPE} �' � I FLOW ---_ r r - __ MAX. KP CURB INLET WITH INLET PIPE OR PIPES I I I I 96' 1 B SEPARATE OIL BAFFLE(SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) i i I I \ TYPICAL SECTION X W SEDIMENT WEIR FOR NJDEP/NJCAT CONFORMING UNITS I 2 2� j SCALE: 1 "=10' 4 r 1 1 I _� - �I ACCESS MANHOLE TOP SLAB ACCESS I I I FOR MAINTENANCE I I POP. PARALLEL PVC HYDRAULIC SHEAR 60"I.D. MANHOLE I I I S FOR OFF 1. E SITE SPECIFIC I I I FL WS PLATE STRUCTURE ter star DATA REQUIREMENTS M I +1-65" i�� o rsh STRUCTURE ID PL I I 1 IL MAX. G�� r WATER QUALITY FLOW RATE(CFS} I - - _ I I I I I y I 1 I I II Oo- STORMDR %` - '�: PEAK FLOW RATE(CFS) * I 34' I I I I I � I � r PLAN VIEW ' o N.T.S. CONTRACTOR TO GROUT TO A [TIP F&I g® RETURN PERIOD OF PEAK FLOW(YRS} I - I I I -- = - � SCREEN APERTURE(2400 OR 4700) _ Z�I I 14 _ 5 I I N FINISHED GRADE o ��■ ��-� - �. o I I I � I PROP. CDS2020- � PREPARED FOR: STORMWATER PIPE DATA: I.E. MATERIAL DIAMETER I 100' GRADE SOLUTIONS INLET PIPE 1 I I I I (OR APPROVED RINGS/RISERS INLET PIPE 2 I I1 I� i I � EQUAL) DIl✓ER ION Q 0 Q OUTLET PIPE * * 1 , , , I MANNING HOMES ACCESS RISER FOR M NH LE r) rq :\/ hie hstormwet G RIM ELEVATION * �\ \\ MAINTENANCE j /� 20151 SW BIRCH STREET SUITE 150 FIBERGLASS ANTI-FLOTATION BALLAST WIDTH HEIGHT NEWPORT BEACH, CA. 92660 o SEPARATION CYLINDER 4 0¢ * I I \ I 4 5. 5 QQQ CONTACT: CRAIG KOZMA N AND INLET NOTES/SPECIAL REQUIREMENTS: TEL: (949) 250-4200 FRAME AND COVER i € (DIAMETER VARIES) \� �� I ■ VARIES N.T.S. *PER ENGINEER OF RECORD PREPARED BY. Lu INLET PIPE (4')re (MULTIPLE INLET PIPES .4 OUTLET PIPE I --- _ I 1 U MAY BE ACCOMMODATED) I GENERAL NOTES ------ I MA D O L E 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 1 I I r , 9302 PRT38URGIi AVE,SUITE 230 2. DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 1 I RANCHO CUCAMONQA,CA 91730 - I - 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE I III PHONE=sosaatss22 - I _- I CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contechstormwater.com i - Engineering Communities for Life FAX- 909.48L6320 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION ____---- \ I I 5 4 CONTAINED IN THIS DRAWING. - u _--1--- 5- STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. --- 7„ , 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND __ _ _-----__- - ------ 13 - o 11 PERMANENT REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. - _ - - PRELIMINA TER Q ALITY oOIL BAFFLE POOL ELEV. INSTALLATION NOTES a SKIRT 1. ANY SUB-BASE, BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGNMANA EMENT PLAN (5'-3")MINIMUM CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. PROP. INLET PROP. INLET y °c 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CIDS 3. CONTRACTOR hTO ADD JOINANHOLE RT SEALANT UCTURE LBETWEEN ALL STRUCIFTING CLUTCHES TURE SECTIONS,AND ASSEMBLE DETAIL 1 RESIDENTIAL LOTS 1 -17 SEPARATION (2') STRUCTURE. SCALE: 1 "=20' a SCREEN a 4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS w SHOWN. PVC HYDRAULIC SHEAR-A.,,. .. d 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO SITE PLAN F PLATE a J ° a FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THATALL JOINTS BELOW PIPE INVERTS ARE GROUTED. WQMP BMP AS-BUILT CERTIFICATE co `I �; , II111��1�� A I ► �CALI® ��02D I HEREBY CERTIFY THAT THE NECESSARY STORM WATER QUALITY MANAGEMENT PLAN STRUCTURAL STORM WATER TREATMENT SUBTT 20334 N SOLIDS STORAGE ��► =gin DEVICES HAVE BEEN CONSTRUCTED AND ARE FUNCTIONAL TO THE BEST OF MY KNOWLEDGE AS OF THE DATE BELOW. o SUMP �&DS` STORMWATER PRECAST CONCRETE WATER QUALITY SYSTEM z SECTION A-A THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE DATE PREPARED: JANUARY, 2021 C) sOLUTIONs STANDARD DETAIL to N.T.S. FOLLOWING U.S.pATENTs:5,788,698;8,64�,72Q;6,511,595;6,581,783; Q RELATED FOREIGN PATENTS,OR OTHER PATENTS PENDING. cont✓vchsiDRnwataf,ca{n SHEET C=9 OF 11 Uj > SIGNATURE DATE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w 1508.6 ❑ 1508.4 CONC 15055 1501.4 CONC +7497.7 0 1495E �� 1 L� � 1485.4 ��/ v BRUSH 1508.5 0/ F + + + 1498.2 © © © o pII �❑ RAMP 1493.6 1492.6+ + CONC / 14834 14753 1502 6 446 .�E:J- +497 + �p o v o + V 1485.2 1482.4 + 0 0 1507.2 �� o ❑ 0 0 1504.9 0 ° :'1302 `7�7- 1507.8 1506.7 O 1501.51494.61491.4 196.53 1507 4 J^ 1504.7 1503 7 1502.5 1499.6 1490.4 1489.5 1488.5 © __ - L485-44=___ ____ - 7483.2 - _ \ 1500.E 7498.6 7496.5 0 1493.5 1492 6 0 =1 863 --- r -- 1495.E - 1501.4 G�-� Gj � CO ------------------ ------ ---- - -------- ---- ---- - --- -----� --1459.E ----- ---- ---- -- ---- ----- -- ------- ---- ----- ---- ---------- ----- -- - -- ---J- 1504.5 � 1496. • • • ---- o 7503 5 1503 6 • + 148E{- - ------ -F 489.�- 1485.4 150 .3 ❑ 1488.1 1486.7 -------------- 14838 � � 1481.2 � 1481.5 1 �sBi-r 001 � �� ------ ❑ I I T❑ 15°° I ❑ .( I 0 0 1 WALL I 1 1490.4 7483 3 1476.5 �j0 7J^�S I I 1 7499.7 1497.4 1493.5 + 1487.5 + + 14 6 1479.5 \ I I 1 + 1 1491.5 + 1485.7 1484.7 + 150 .4 L= 1 150Q.8 L= 1 + I + + + + O 1 � 1495.7 1 1482.4 +1475.3 7 �} 1478.1 1 c 1 1491.6 1484.E 0 7503.E 1503.5\I 1 1500.4 + 1500.3 1495.4 1 + 1485.E + + 1474.s+ L + + 1 14935 + 1482.E 1476.5 1 1500.7 1497.5 1 + + + 1470.1 NODE 65 I 1 I CON /kg5 ° 1489.4+ 14875 �+j 147 I I I 15 1.4 I 1499.4 � 1 14921 1489.E 7483.5 7482.5 • ,] 1 1 1 1 1 + 1498.8 + O Q + 14 +1487 4 1485.5 + + � 1 4 8 2 S 75 501.E 1 1498.E 1496'2 749 5 + ^ 1 ' �° ROCKS ; L= 5 Q 100- 1 %J �1480.7 L= 1 1 1474. + 1 1 1 ° - - - -- 1 - - - - -- - - - LIGHT - - - - - - = - - 74725 1 14 8.7 1496.9 O 1 1489.5 BRUSH 1481.E - - + \ +7470.3 + + 1473.7 14 3.4 75�0 � + 1497.3 � � 14so.s LIGHT OBSCUR�D.+ + I + 1486.5 -r--�- 0 1494.6 5 A + +14825 BRUSH + 1 I I 1499.E • BRUSH 1478.7 �0 I 1494.5 1479.5 +1478.4 1471.4 �1496.6 + +1488.6 +1484.5 + 0 0 1482.8 7469.5 1 - J 1496.2 oo O O 1498.4 1496.3 � 1495.17 1486.4 + 1480.7 + - I , 0 ---------\\�� I I ( 74955T 1 + �° + + L- 183 , n I --_ �\ • 1494.9 1484.4 1482.7 1468.7 1494.5 7497. 1 + + 1496.2 1 1486.5 + + 1480.5 NQ3 1478.8 + + P1 D 7 5 ^ 1477.5 1476.4 74673 -------- + _ + + - 1495.4 1487.5 + + + --- ---1�77 I \ • o Q + + 466.3 ° ° ---- W ---- 1 ❑ DEBRIS 0 1489.5 �� = 6TT E BRUSH 95 1 I 494.3 7494.3 \_ j 14771 14ss U I + 1492.8 + I)� 1485.7 1484.E 1482.5 1480.5 1478.5 + +1476.2 -U ---' l� + 1491.E 1 + + + + + - - - - - i © I WALL 1490.8 1 1 74szs TANK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Co 14652 I1 _ _ _ _ - - _ _ - - - - - - - - - - - - + 49215 ' I 17 16 11 1 15 14 13 12 11 �� 10 j I ° 1492.8 14934 � I 11 1491.4 1 I 5.26 1 I 11 II 11 . II II II II 1 I 1489.7 1 1 11 I I 1 I 1 SCALE IN FEET ' 1490.5 1 CONC 1 0.58 AC 0 50 100 150 200 1 11 I 11 11 11 11 11 1 1p 1463 7 ' 1 I I I 1 1 478.' 1 1 474.2 1 472.1 4 0.0 11 �490 + 1490.6 1489. 1 ► I j -- 1 1 NOV 4 1 1 I I 1 1 I 1 1 II - 1 0FE 1 -8 Q, 00= 15. 1 CIF 1I 1 it 1 1 ,J L= 1464 , 1 77 1487. I � � 461.4 1 I t - - - - - - - - -F - - - - 8 �►� -Q100- 4.4 CFS - - - II Q 1460.7 II II 1 1 I \ I1 I I \ II Q ------- 5 1 84.5 I I �� I J o 7 -c------- I 1485s T - 1 1 _ - I _ _ - WALL o I II 11 II - II II 1 1 - w I° 7483 4 I I � I I I I I I I 1 • 1 9s.5 O 1 I i l 1 � 11 �.� 11 � I I I I 4� 1 1 - 1 1 469.9 I I 46 1 1 -, , � i - - i I I 48".� 1 I I I 1 I PAS- I +1455.5 14855 I I I ► NODE 11 ' CONC 5 � II � I� II II II I I II 11 11 I ��` /�ii/ I ° 1 1481. I + 1 . 13 AC 11 2 l i 1 �1 1 1 1 I NV= 145,11 /� 1 6 � 7 � 8 � 9 1 I _ _ - - - - _ - - - - - - 1100=28.3-CFS ; i� 14554 1 + � II ` - III I>_ - I-- - - �L�_ - - - �� - - - - - _� - - -� - ° - - - - Ej El El Ej- 1 1485E 118 - - - - - - - - - - - - - - - _ - - -- -- - -- - - - - - -- - _ 1 1480.4 1400111 - - - 1480.6 G ao�- - RIG B 1 DEBRIS D. o ° + +1476.4 + ' 1 7478. 1477.1 1473 4 - _ 79. 1 + 1474.5 + 1472 3 1471.7 + 14676 1466.E 14655.5 1464.4+ 1462.5 , +1476.9 + + 1469.5 + + � 7480 1477 4 1477 6 • 7474.3 1473 4 1469.5 1467.8 1466.3 ��G1464.7 1463.4 1462.5 1461.6 1 1454.1 1456. 1475.4 + + 1471.5 1470.E + + + + + + � ° + + + + + I 11446 / ° o +Air 74534 1 Q 00 20 S 452E �k1 1467.E +1464.5 14 9. +1473.3 +1472.4 1468.5 + 1460.6 D MAPLE 1 � • 1469.E + 1465.5 1462.5 1461.5 1 1475E I I 1470.5 + + + + + + I 0 ��,5 I I 14757 + - ------------ 0 + 14525 45+ 14� '. U RT 1 I 1 7 74.8 PREPARED FOR: MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA TEL: (949) 250-4200 PREPARED BY: LEGEND: NOTES: NODE 50 NODE NUMBER 1. ALL SOILS GROUP A INV.: 1438 SURFACE ELEVATION 2. RAINFALL DATA: NOAA ATLAS 14 MADO L E 9302 PITTSBUROH AVE,SUITE 230 EL: 1450 PIPE INVERT ELEVATION 3. 100-YEAR DEVELOPED FLOW RATES DETERMINED USING AES RANCHO CUCAMONGA,CA.91730 Q100=20 CFS 100-YR FLOW RATE SOFTWARE; RATIONAL METHOD HYDROLOGY FOR SAN PHONE:909.4M.6322 B E R N A R D I N O COUNTY Engineering Communities for Life FAX- 909.481.6320 L=450' FLOW LENGTH FLOW PATH 1.13 AC. SUBAREA (ACRES) TENTATIVE SUBAREA BOUNDARY T CT NOm 20334 GLPIPE RESIDENTIAL LOTS 1 -17 WATER QUALITY INFILTRATION - PIPE - PIPE SYSTEM - GL PIPE - �O co SUBTT 20334 co PRELIMINARY HYDROLO Y MAP 0 z DATE PREPARED: JANUARY, 2021 Q SHEET C- 1 0 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w WILSON AVENUE WA > > �� Z Z S� - _ R .m •.M l Q 0 w Z N Q BANYAN STREET M O LLJ BLUE C��/ o a - - - ° DRIVE - - PROJECT Z SITE 3' ia a y z -° •�. STATE ROUTE 210 FREEWAY ------------- 'k,t`y s !tl y t° F a i alw i QUI Sr, yW'1^ ,�; �1, �' '`': � i'h'�y� 4\a ...- MY.a�w�.r.` .+��s�',+.,'� z ..a?Lr+r t a+.:�YG. i[•..>•_�._ }4"'i a r`Ax �w" �'. ,• ,a,a � :fiC �e�ts r.. V :` �� :�,� -�..a ,r. ,+yam. �..� .-..-,-,.:_w ,Plat•,` rs" 1 '�,- '4°T.,IJIl �sdsae �' Vf • � r�'r 1 �;�;`' '7""�� "',,,'l�y'",�.��"'� ��~ � st� ar- VICINITY MAP N.T.S. y l ✓ Y ff. Gf4Fa�.` � i � Y`�?+t>3k:;, Ci lliwh 1�4f '•� PHOTOGRAPH 1 PHOTOGRAPH 2 PHOTOGRAPH 3 f6 _1' ' GONG 5�,3 GONG 4977 ,ya 4854 ,�� 750&s n T 1�j'4 + 4s81 Q,/�, © © ©� Cao 0 149J6 1492.s+ �^', + 1 CDNC 148J4 1 75J li 1502.E T JXG 49T.4 LJ o + _V- 14852 Q 17482♦ o 14efs 150A9 o O e f507.8 1507.4 7508.7 150A7 150J7 c /502.5 1501.5 1 4' 14 l489.5 14854 l4B4.7 7484.J /4811 74B1.1 4B0.8 1499.E +, 1486.5 1(8J.7 o I/482.8 ,-)9B2J 1500.E 149B.6 1496.5 /49.1 7490.4 1495.E 5 BANYAN ST 1501.4 ,�� 1(99.5 C� 1 /A3_ 1504. t 750.55 11496. .7 74B.�.r- 1488.1 148647 1^+ 14858 � rmrys © t� 1.7 + �i+ez9 14ea2 14ays t: O• O I � o o �j0 0 ' ,� > >�,\ � AI' • • CDNC � WALL 1502.4 f(90,4 148JJ , 1SQS I + 7499.7 11497.1 )1915 � 14B75 + + 7480E 1479.5 7, r .4 J 1501.5 150be T .� �1491.s �14BS7 1484.7 T o T T/495.7 148J2.4 +1475J 1475 .t 130a4 + + 14 l49J5 1491.6 + <4.-116 1482E + 1f76.5 1495( + �- 14781 � 15Q2.6 ISOJS 15LY1.J /4856 747A6+ �- 1500.7 1497.5 + + + + 1470.1 CONIC �c�GJ� Q ,A9y 0 14B9.4+ 1487.5 ,A$�j .4 1499.4 � Q 1492.1 1 6 V 14BJ5 1482.5 RAJ + 149&B 14 1496.20 Q 149 5 + + +1487.4 .5 + + S 475 O 474.J ROCKSLIGHT 7 /4725 e1 lrJ1 p /4B0 7496.9 1489.5 BRUSH 1480.6 [ 4�x7 481s + ♦4'-, ;?gym' t>;. t ,, j4°o. ..- 4F` _ •d S__q. - � , �. �S +149. �® + OQ +1490.6 + +1486.5 1484E 14W..5 +1 BLIGHT RUSH OBSCURED +1473.7 14724 �- I /470.3 + + + 1(94.6 147&7 _ BRUSH 4j0 47E 4 149B4� 1494.5 14886 1484.5 1479.5 + 1471.4 + O 14864 1482.a /460.7 7469.5 -F `' •.', t t. ' /4955 O o 0 1496.J 74957 �t496.6 + + + + + + + + + 1M65 14827 /47 1476.E 'p + '� 149A5 149,15 + 1496.2 -I-44 1480.5 147BB 1(70.5 .- ..: -� -� 14954 0 14B7.5 + + + + + + ..i i�Q • � --'- 1497.7 I 1 0 + + 1466.3 DEBRIS 14995 1492.8 �® 14857 7494.E 1482.5 1480.3 1478.5 + .2 + 1466.E 14B7.7 01 1491.5 4. �49 � 149 J I + 1465E 1477.1 + •s: '��`i�� \ Sr=, ; '� k �'' _ I WALL +. 4653 g / + 1497s 1467.J + b a I 1h90 r492s TANK � Q � 14B52 fin. R kti * s.• �c: - .9 1491 + +148& 14Bf.4 /4777 14 /472.4 r, 14934 ti 14B2.6+ 1/479 762+ uC„:f::•t��r... .'ynr„ I nab ��:.wx`. '� 't"IFu v ayy.,�„�"a`�'� -• - - -- 1487. fs7. 1491.E 6 + 4 I st I 1489.7 + + +147.5 '1'1�' H 14BJ5 1482.3 + + 1475.E .i 4 CONC + + +1(7J6 +1472.6 , + , 146J7. 149a6 /46'9 1464.E +148J6 +14756 70 f461. y -F 1486.5 1479.E /4775 O' + 1481.6 + + pR , +14ea6 + 14n.7 + + 147J.6 l470.6 + yj "- . 1 BR 1. 147Ps 147z4 1(75( 14666+ 4 ,f. • h P�� DE IS 14B s t�um A, .:\►.Y `.. ___ .... -. .. A97.6 + + + -� 47 146/4 ^� 147.1E 1/46,I4 14B75 1486.5+ 1484.4 /48.14+ 1479.E + 1471.E +1 0.J 1466E -1- + + + + PHOTOGRAPH 4 PHOTOGRAPH 5 PHOTOGRAPH b \ +14B6.J +1485.5 +1484.4 f4806 1 1477.7 1476.6 1474.4 1472.8 +1471.5 +146&7 + + 22 1 7466.5 V 1 14824+ + +14788 + + + + 9. �lrJ BRUSH III/��4''IIsa7 1 5 1469.7 � 4 +14854 +14800 +147&6 14755 + 1472.5 l470.5 + +1468.5 1466•3 I s a 9 45 +14BA1 481.E 476.5 + 1474.5 + 469.5 + 1461.7 0 n 40 + + + '` WALL ry 14B7.5 1476.E 14726 146A5 .fa r r f4BJ4 ' I t J5 +1482.4 + 1479.4 1477.6 + 14746 +147J5 + +147..4 /467.J 14656 + /459.7 +1468.6 + 4565 O '- + + + + + ^ 1459.+ I 0 I ` +74555 14B5.5 +14795 1477.J 147A5 7477.5 146,3.7 + (53 CONC 1 /439.J + +1475.6 + + 1469.E + +1466.3 -}- 4_ +1481.5 +1491..4 146&5 1472E •�- 1475J NAl 1472..5 1467.J + 14554 + 147B.5 + + +147a6 146&8 + 1466.5 1464.3 T + 1476.8 147J4 /467.J + 0 1485E I + +1(77.7 + + �" + 1456:6 T" k r, r R 147J4-- 46,5 ,, 25 1466.E 1464.T 746 /4552 DEBRIS J• + 1472J 7471.7 1 s 1474.5 + 7467.E �5 QM , o + ? +1476,9 • + + 1469.5 + + ��h r I 1480.5 I1 l-f4 1466.J Any f4524 74754 /474.J +147J 7471.5 1470.E 1469.5 +1467.8 + 1+7464.7 +146J.4 +1462.5 +1461.6 +145J5 ' 0+745I4 T 145s.J } a 452.6 VV I _ (6�J M 0 �� ,'j�,., 747J.J 14724 '�A1 1467.E +14643 IW 9.6 1465.5 25 1.3 +146 + }3 ykO 14,75E 1(751 +1470.5 +146 + +f46 +f46 06 1451.5 YWt�--IVI f'FF" u _ ..- p � 4 '�' +�7, '4� L I 1',e, p •4" i F ,:p ':li,s,' 1,, - z - - elE a 4j + .. �� 45 I]I,i tv'�i1)yt>,l�' y F'. '>a'• 1j r('' ',rb $ �� ra '�, �' - _ - '{� � � I 0i .. "•4 f;. _ t+ ��V'SS_ a _ - ..�'.1 � �y� .:j 'R'all;F .. t ,a I I I ':, ,,1,1�� L��,t"YF>fi� •'i'' ��5 til `' Z.�"Y� ei r. g 1,. .e � ------------- --------.. _.._.__._.--------.._ - -------- - 7•�l �I 80 40 0 80 60 z SCALE: 1 -80' �., Maim a r PHOTOGRAPH 7 PHOTOGRAPH 8 PHOTOGRAPH 9 PREPARED FOR: MANNING HOMES 20151 SW BIRCH STREET SUITE 150 NEWPORT BEACH, CA. 92660 CONTACT: CRAIG KOZMA TEL: (949) 250-4200 y PREPARED BY: MADOLE 9302 Plll'SBURGIi AVE,SUITE 230 RANCHO CUC CA.91730 AMONGA� r PHONES 909.481.6322 r _ _ • :M• Engineering Communities for Life FAX.• 909.481.6320 g S TENTATIVE TRACT : i t NO . 20334 ' RESIDENTIAL LOTS 1 -17 Z� SITE PHOTOS cy) co CD f 7. �..,_ r,: > � #f� ,; .�E•9f!`r - `%y t'�•d 1# ill it>r 7�}{qi �4 . „'�• -..'• zvL x�' g »+.. _ _ Ir �.4 4 li� r ? /err:. I t�:S�4':t i .1 .t �,1 J: �a J r, � /� 3r ,a ('ffi v - _ � •t 4..� rJr A� ram'„�A.kg, ar NCn! � �p'.0,�dL '1.. 71�''�,r.Al�4. _ ,,, SUBTT 203340 z 1l PHOTOGRAPH 10 PHOTOGRAPH 11 PHOTOGRAPH 12 DATE PREPARED: JANUARY, 2021 Q SHEET C- 1 1 OF 11 > CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA z w U) Z HOA LANDSCAPE NOTE: Q HOA MAINTAINED LANDSCAPING INCLUDES: a W LOTS A, B, C & D. Q W SOUTH PERIMETER SLOPE AT LOTS 1-9. Z W PARKWAYS AT EAST AVENUE AND GOLDENLOCK PLACE. a (n Q W J V J W (n AB 1881 IRRIGATION CALCULATION 0 - MAWA = IEToXO.62XOB5 x LA + (O.45) x (SLA) a Z MAWA = x 80,155) Q MAWA = (34.95) (44,085) PRELIMINARY LANDSCAIPE PLANSJ MAWA = 1,540,018 GALLONS/FEAR EAWU = (56.37) (0.(v2) (.8) (SOO) (HZI) (.8U Nigh Turf = 33,828 GALJYI�. �EAWU = C56.37) (0.62) (.8) (15,020) 0 (HZ2) (15) High Turf o FAST AVENUE 17 = 559,946 GAL_/YR_ QQ N U 7t EAWU = (56.3'7) (0.6,2) (.2) (31,931) (HZ3) (.81) Low shrub TRACT 20334 CIA 321,382 GAL./YR. O U � EAWU = (56.37) (0.62) (.5) (26,218) FTC W Med shrub (_81) RANCHO CUCAMONGA , CA �`'1 CL) W 565,62(3 GAL./YR_ G L� 0 E~ TOTAL F-1 Q = O EAWU = 1,456,�85 GALLONS/YEAR (91 51; of MAWA) 7 U w z MANNINGHOM S Z Z z N Ld HYDROZONE LEGEND z F-11 z ZONE NO./DESCRIPTION WUCOLS #4 20151 S .W. BIRCH STREET STE. 150 NEWPORT BEACH CA, 92660 949-250-4200 Q HYDROZONE #1 HIGH M W LAWN EDGE I DRIP Y O z � w HYDROZON E #2 HIGH LAWN / ROTORS o HYDROZONE #3 PROJECT MANAGER: CRAIG KOZMA 0:: TREES & SHRUBS I DRIP LOW [� rn z w HYDROZONE #3 MEDIUM N TREES & SHRUBS I DRIP w X w w 0 0 w 0 0 0 GENERAL NOTES SHEET INDEX VICINITY MAP `N�0 c- Q y N p y Q U Uj LQ �M 3 p Q V) �N U d cLJ s��jll �c SAP o 0 w w � m L- 1 TITLE SHEET z N N Li HIGH FIRE ZONE / CITY PLANTING RESTRICTION NOTES: aU 1. PLANT FOLIAGE (at maturity) SHALL BE NO CLOSER THAN 12" TO ANY BUILDING. L-2 & L-3 OVERALL 20 SC.ALE PLANS, L) z o 2. NO SHRUBS OR VINE FOLIAGE (at maturity) SHALL BE CLOSER THAN 5' TO ANY BUILDING WINDOW. SECTIONS & ELEVATIONS Q -6 ¢ > z a 3. MAXIMUM SHRUB GROUPING IS THREE (3), AND A MINIMUM 5' SPACE MUST BE MAINTAINED BETWEEN GROUPINGS. L-4 TYPICAL FRONT YARD PLANTING w � .> w 4. MAXIMUM TREE GROUPING IS THREE (3) AND A MINIMUM 20' SPACE MUST BE MAINTAINED BETWEEN GROUPINGS. Q'" Uj M .--� 2 Uj 5. LOW SHRUB/GROUND COVERS 4" OR LESS IN HEIGHT MAY BE ALLOWED TO GROW TOGETHER WITH NO GROUPINGS & SITE DETAILS t w OR SPECIAL SPACING REQUIRED. . = w WILSON AVENUE ~ � � " a .. o 6. THE PLANT PALETTE MUST EXCLUDE ALL CITY PROHIBITED FIRE ZONE PLANT MATERIALS. zz N ¢ o z w w N z z z WATER EFFICIENT IRRIGATION DESIGN NOTES 1. AUTOMATIC CONTROLLER SHALL BE STATE OF THE ART TECHNOLOGY WITH DUAL PROGRAMS AND START TIMES �� o FOR EFFICIENT WATER APPLICATIONS. IT SHALL BE CONNECTED TO AN ON-SITE WEATHER SENSOR DEVICE. Q < 2. CONTROLLER SHALL BE CAPABLE OF WATER BUDGETING AND PROGRAMMING BASED UPON LOCAL o EVAPOTRANSPIRATION RATES FROM EITHER "ON-SITE" WEATHER SENSOR OR FROM A LOCAL CIMIS WEATHER BANYAN (SUMMIT) J Uj w STATION. z m ~ _ o 3. AUTOMATIC FLOW SENSING PROTECTION WITH MASTER VALVE SHUT-OFF. PROJECT ^ Uj N BLUE `� 4. RAIN SENSING DEVICE CAPABLE OF AUTOMATIC SYSTEM SHUTDOWN. THIS PROJECT IS LOCATED IN THE DESIGNATED C��l J z O a w � � 5. VALVE DESIGN SHALL INCORPORATE SEPARATE HYDROZONES FOR TURF, SHRUB AND SLOPE AREAS BASED UPON WI LDLAN D-URBAN INTERFACE FIRE AREA SITE DRIVE �`" N z N/E AND S/E SUN/SHADE EXPOSURES. c.� 0O 0 Uj cn 6. OPTIONAL MOISTURE SENSING DEVICES FOR SPECIFIC VALVE PROGRAMMING BASED UPON SOIL TYPE, ET, CROP z z 5 ~ COEFFICIENT FACTOR AND PRECIPITATION RATES FOR EACH HYDROZONE. CONSTRUCTION MATERIALS, METHODS AND AUTOMATIC � Q 7. EACH HYDROZONE WILL BE DESIGNED WITH PCS SCREENS AND CHECK VALVES IN HEADS TO PREVENT FIRE SPRINKLER SYSTEMS ARE TO BE IN COMPLIANCE w w w } OVER-SPRAY AND CONTROL WATER RUN-OFF/WASTE. o WITH CHAPTER 7A OF CALIFORNIA BUILDING CODE, STATE ROUTE 210 FREEWAY U 8. HYDROZONES SHALL BE DESIGNED WITH MATCHED PERCIPITATION RATE NOZZLES FOR OPTIMUM WATER a APPLICATION. SECTION R337 OF THE CALIFORNIA RESIDENTIAL CODE, z AND FIRE DISTRICT STANDARD 49-1 . 9. SHRUB IRRIGATION DESIGN WILL INCORPORATE POINT TO POINT DRIP DEVICES AND/OR BUBBLERS AND LOW Z 0 GALLAGE' NOZZLES TO USE WATER WISELY. Y, %- 10. SYSTEM PROGRAMMING SHALL OCCUR IN EARLY MORNING HOURS WHEN WIND LEVELS AND SUN ARE ® w MINIMAL TO PREVENT PLANT TRANSPIRATION. N O Ld w Uj N w 11. ALL IRRIGATION DESIGN SHALL CONFORM TO CURRENT AB1881 REQUIREMENTS. 0) z N O Y U w U Q Op 2 (N o U o U) Uj Uj ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING STREET TREES, SHALL BE Q INSTALLED PER THE APPROVED PUBLIC IMPROVEMENT PLANS. IF THERE IS A DISCREPANCY o Q DIAL TOLL FREE BETWEEN THE PUBLIC AND PRIVATE PLANS, THE STREET IMPROVEMENT PLANS SHALL GOVERN. z 1 -800-227-2600 SHEET AT LEAST TWO DAYS BEFORE YOU DIG L- 1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OF 4 �\ CONSTRUCTION MATE:RIIALS, METHODS AND AUTOMATIC: FIRE SPRINKLER THIIS PIROJECT IS LOCATED IN THE DEESIGNA TE:D MATURE SPECIMEN OLIVE TREE �� SYSTEMS ARE l 0 BIE IN COIVIPLIANICE: WITH CHAP TER 7A OF CALIFORNIA , �� WILD LAN D-U RIBAN I NT•ERF=ACEE f=IRE: AREA Z \ ,p BUILDING CODE, SECTION_ R337 OF THE CALIFORNIA R E S I D►E N T IAIL CODE_, -- ----- ---- --------- -- Q — � AND FIRE: DISTRICT S1 AIV C>AIRC) 49—'1 . } —j Lu �5' OFF=-SITE DRAINAGE EASEMENT A� SECTION C� Q �a• > w/ CONCRETE "VEE" DITCH _� —��--- LOTS 14 MAINTAINED REAR SLOPES C� 40' 400' 40 20 Lu V r n- C , r1� `�• -- —ram --- '•s— —=_- ��'�� +i. -- ^r • �� — ��; —�`` �� /�- z J MOUND 770 INCLUDE BOULDERS,, �: � .f �'"�r f' sZ,�J �,�.. '�„�. ;�..f '��. �,.f �•.j•.f' FLOWERING ACCENT SHRUBS & _ '�'�..1 `� r 1 (-' —� 2:1 SLOPE GROUND COVERS L \� 17 •w�4' r � ..•Oa �m' r — � I • � % \ - ------2:1 SLOPE ALA - i_ ■■■■■■ �, , . � � , ,¢ i� �• i c SEE SHEET L-�� FOR PLAIN �- TYPICAL 3. �4 �� • ' �`` v,; `� '!�i► FRONT YARD PLAN1-ING o •_• ` , O -- _ ELEVATION _, — — — L— -- ALFNOTYPICAL. PROJECT ENTRY CORNIER— FF-1485.77 SCALE • PAD=1485.1 0o Lp EAST AVE. THEME Wa ILL --- — 1=F=1483.37 2 FF=1479.07 PAD:=1482.7 V PAD=1478.4 „ 40' 40' FF=1481.27 nn ^ f 6 CONCRETE HEADIER PAD-148CL6 ' _ - GF-148;Z.70 GF=14'78.40 F C — -- - _ � GF=1485.1.0 _ : . v ■ -- F .�..� � - : . . ,T " L L' L' -- � :: � � _ 1 � .L 1 Ali �� _..-- •. .NIX i / s; \ ■ �,I =,II •✓t�—fie _ �5 —� .e� e�— �' — h LOT B = — J, �, 14.' 4, '4� j 4 � � � � � � J J, J, J. 14001 . � N, J, JV .� - �? � o ■�� \, HOA MAINTAINED i .� J .E .� PROJECT ENTRY CO R N E R �' ' , ': .. . �� ______=— -= ____� � ---- -�� — —,— � �--y - — -- - —=. ----� �� --- ---- - � � — — .• -- .— .— - — . ._:� • _ —,— � V � � � 00 L_ � w/ SPECIMEN O LI'V E TR E:E .vy J, y z � / J � SEE: ELEVATION ''A'' ABOVE _ ______= __________ ____ / � —''�_='� —= —�I`_ � �, —�, \1, —\1, — \1, — J — �, �, — — .�— �— .E' _ g, �' _1 � � _ h CITRUS GROVE FALLOW SOIL �� 6" CONCRETE (HEADER ( r / �� w/ TOP DRESSING MULCH HOA PRIVATE LU Z rl--- �I MAINTAINED MAINTAINED uu _HOA_ PRIVATE _ ��E o -�—MAINTAINED MAINTAINED ' ET �� <� L 6" CONCRETE HE1`�DER _ �� ' STREET LIGHT (TYP) �� 3 w �' FIRE HYDRANT (TYP) 6'J LU -and IL 31s; No LU PROJECT ENTRY' C 0 R NI E R —,�—,4, --- — — — — \ —�- - �'J — w/ SPECIMEN OLIVE TREE / �� '� S E:E ELEVATION "A" ABOVE .� J, �= .� J, v .� .v .v �' J �/ J. .� ,,� .� .� .� .� J, >� J, J, w 04 _ _ : 77 7 . / ✓ ✓ GF=1483.20 : .: : ' ' ' . G 4 �� _ EAST AVE. STREI=T TREES '� ��/� — Ld GF=1480.20 GF=1478.20 joy (MATCH EXISTING) ao �� SN4'1`, c� L \■ o I _ ;-_: w �— 2 2 w — --- FF=1482.67 �� --- — I ckf PAD=1482.0 F'F=1480„87 C7 o �7 / '' �• 1F PAD=1480.2 I ' FF=1478.87 PAD=1478.2 �� `�' c� < t.� 'xb• '"' F F=1483.87 11 G/1 a ONa PAD=14183.2 --- C� _ IL LOT A HOA MAINTAINED � � � � -- — ;,�,•, -- �� ' Z z _, a, w Z 00 a0 °io r NOTE: + ,.�E E SHEET L G FOR PLAN 1-T,. P I CAL o �� ¢ o � EAST AVE. THEIME WALL �, - ,_ - x �* 1 1 L3 I '- F RO NT YA IR D PLANTING i �-- a. cr w Z i o CITRUS GROVE / FALLOW SOIL ►2:1 SLOPE 2:1 SLOPE ----------- w/TOP DRESSING MULCH I I 5 :; Q o e I � �� ,r '��• ,s, �,�•� ..r• • r• {.,r� I� ^r,•� �`+`'� ,r , � �`�� ''�� '� � � �� '�"� � �`f'� �'.r`' � �"r` �� 'ti+r`• y. ' WOOD POST ,--, \� I ■ .� ,�;',';; --�' �. 1: =< (:� T ,, z' r(,I, -' ,:.' l a MEN co STEP-THROUGH o ; Y� . .� . -.;.f ,� , • ,,_ ;<,- ; ,,; • :,,';_ .,, Z i LJ CONCRETE , i , DRIVEWAY AY APRON c, _ _ w. cu ,40 In 40.. 1 ' D.G. A I I-r �, 40 40 --- -- �I _ 4) � �.0 o rNEV DITCH I15' D.G. TRAIL f 5 G LCC)N/ C'RE E V '�••.-� � �r•...�r.rt-. •F.��•r�—�H�—t��rX- �r•r.�M �F��N� ��rr �••r.�fr��y�E -�I.•F��.••r��--r.� �fr ��F �FF-�r+� �••.-�f. .ft� �sr-` fti�f� E� �-��r•rfr. My�ifFH��IF �IFrr•r'� ff� � rr�� COMMUINITYTIRAILACCESS' CONCRETE "VEE:" DITCH L 11-1-mSEE CITY DETAIL ON SHEET IL-3 _ 18 1�',' GATE 2-RAIL PVC FENCE �� SECTION w (SEE PHOTOS BELOW) —� E' HOA MAINTAINED D.G. TRAIL_ & SLOPES N Z \ �3 --- LOTS 1-5 0 0 + HOA MAINTAINED D.G. TRAIL & SLOPES N = PRECAST CONCRETE CAP AND FINIAL LOTS 1-5 w o �; E L E VAT I O N — ----- — �_2 --- 0 -6" EAST AVE. THEME COLUMN w/ RIEAL. RIVER-ROCK: �— ,c. ---------------------- �� 6 EAST AVE. THEME MASONRY WALL w/ STUCCO FINISH �1 - -- -- —h FOR PLANTING LEGEND / PALETTE LOT 1 � � 1 STUCCO CAP )Qr -- ----- --- -- ---------- --- -- --r — — _1. 0 _— _ �-- _ - - T--� -_ - �� T SEE S H I_E_T L_ �3 �� ZLJ w ■ _® 0 (p . . . L . . . . ® cV w —_' � •• WALL / FELEGEND � 1 '•'•• • ' �� I SEE DETAILS ON L 4)NCE ( m - - -- -- FACE WALL Fu COLUMN■ i I W vi I z 6 TAN SPLIT 7. 7J J w it ■C �� IEAST AVE, THEME WALL 84 STONE C;OLUNIN �Q , > .. C� o i cn . . . . . . . . _. L-OT A AaT ,.SIDE &. LOT E (NORTH SIDE) /■ , .. .. :. .. .. .. .. :. .. .. .. 2,-RAIL PVC: FENCE - ' _ .F (E `' ` -) (N E) Q .• .. .. - AL ,/ SIDE YARDS 6 TAN PRECISION BLOCK W L �� W ( \ y 6 TUBULAR STEEL FENCE EQUAL EQUAL \ a --- -- — --- ----- \ 36" TUBULAR S1EEI_ GATE w/' MESH PRIVACY BACKING AT ALL SIDE YARDS Y 1 CIS :+ - „ 2 RAIL PVC FENCE (SOUTH P.L.) z 4 a SHEET It P46 ir I CONmt_w CRETE E L E V,AT I O N / EE A S T AV EE_T H E:M EE "'ALL --_ NOTE_ V E I D I T C F �1_ ----------------CE NO SCALE @ LOT AL EAST SIDE & LOT B NORTH SIDE: EAST AVE. THEME WALL �x COLUMN DIESIGN l O MATCH 15' TRAIT_ EXAMPLES OF D.G. EQUESTRIAN 1-RAILS WITH 2-RAIL VINYL FENCING Lm 2 E:XISTING IIMF'ROVEN/1ENTS ON WEST SIDE OF EAST AVE. ON BOTH SIDES OF TRAIL OF ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ CONSTRUCTION MATERIALS, METHODS AND AUTO IVIATIC; FIRE SPRINKLER THIS PROJECT IS LOCATED IN THE DESIGNATED SYSTEMS ARE TO BE IN COMPLIANCE WITH CHAPTER 7A► OF CALIFORNIA WII_DLAND-LIRBANI INI1 ERFACE FIRE AREA Z SECTION BUILDING CODE' SECTION R337 OF THE CALIFORNIA RESIDENTIAL CODE, - --------- Q 5' OFF-SITE DRAINAGE EASEMENT A PRIVATE MAINTAINED REAR SLOPES w/ CONCRETE NEE" DITCH �-3 AND FIRE DISTRICT STANDARD 49-1 . >- JLOTS 10-13 li 40' 40' 40' --- 40 -- ------ 40 � 40, ;------ vz Ilk - • ul CITRUS GROVE / FALLOW SOIL �/ 0 2:1 SLOPE: I w/ TOP DRESSING MULCH� 10-\ Q. Z 13 1 :2 1C Q,< k- p j >d=q or 1 R -- ,✓ ,✓ .f r.�.✓ ✓ ' ' 2IR FF=1470.67FF=1476.97 PAD=1.476.3 rvR C�.h ', ``^ ■ o \ _C4,00j I FF=1472.77 FIF=1474.87 �",,./ �,,.f • c l --- � PAD=1472.1 �� PAD=1474.2 .� > ! I u GF=1470.00 •��NNNNNNNNNNII VIND"N ""__" _� • _ GF==14)6.30 7-7: /'ram I 1'�� - / LOT D �> (HOA MAINTAINED) �.... I �14 LU -� TURF - 5,000 s .ift. u J/ J/ � J/ J/ CD Nl• .1/ J/ .1/ .1/ 14/ .1/ `1/ J/ 14/ \l/ J/ J/ J�l .1/ .1/ 14/ .1/ .1/ 14/ .1/ \l/ J/ = o H /G -�--a• �" - -= - --�- - - - -= . - --�- - -�- = --�= - - -yam -�= ----- - - - - - -7 Z Z N � J! Nv II I a ------------ _ _ _ ------------ o Z VNi LEI_- *74 I Q E`NN_4 Z CONCRETE PRIVATE PROJECT ENTRY CORNER M C W CONCRETE HEADER I G• AL" STRFJ�I,T� DRIVEWAY -� MAINTAINED MAINTAINED ; w/ SPECIMEN OLIVE TREE rSTREET LIGHT (TY'P) 1 SEE ELEVATION A / L-2 N z FIRE HYDRANT (TY'P) IWI z0 _ 1 � l --- IWI �� - -� --_ - . . -- -- -- -- --- - -� immin - � __ _ C/� - _■■■ ��- �- ■■■ ■� - \' 4, / J/ JV 4, ,J/ � 14/ \1/� 14/ \1/ \1/ 14/ 14/ � ILLI 1 J/ 4 J Jl/ l/ \l/ 1l/ I N (n ILLI (� 1 1/ .1 1 4/ J/ Ny �L I - Ile / I �� x I� _-� 1 �1/ �1/ J/ �l/ �l/ mil/ J/ �1/ J/ mil/ • .. :• w .4/ Nj, w / G 11/ .4/ 5' CONCRETE WALK w / J N. 110, L BIKE RACK I = 0 -- l� _ �l/ �1/ �l/ �l/ �1/ J/ �1/ �l/ �1/ h�"1 0 GF=147,2.80 �..� -= GF=14fi9.50 :. GF=1467.50 . .I. - .I/ _ .I/ �/�� .1/ \ F ��`of,T * d�yd of GI 1471.1)0 WATER QUALITY .� �/ �/ �/ . �� `1 N oN �� o ? • / INFILTRATION SYSTEM ► Lo F F=1473.47 2 �� r•1 .4/ � �l/ .1/ .4/ \1/ 14/ .1/ �l/ \1/ �¢`f 1 > o _ FF='L470.17 .{ , y, / hl a. �� =N �� o PA,D-1.472.8 FF=1471.67 PAD=1469.5 s/ .1/ I, ,1/ ,1/ S I PAD=1471.0 • , o --- --- FF=1468.17 0BENCH & TRASH LOT (C --- -- --- --- -- PAD=1467.5 • J (H(HOA MAIN' •1• •1• •i• • �� o -- -- --- - RECEPTACLE Not fAl N E D) PAD=1465.5 N - -� ___ •1• y .1/ J TURF = 11,000 sq.ft. `' N BENCH & TRASH H U z 0 RECEPTACLE < �• I w it � I i �o■ \ .�/ �/ .� .� � . . • ■ � �-- �, •" � w ry _ OC- _ U I� / �1 \ Y ► I 1 x 0 LO 12 --man 2:1 SI 'E � 0 wtil o O z • • • • �, ....'• • �• WOOD POST ■■■■■■ N • __ - STEP-THROUGH z INA .... T -._ . . NII NNNNI Abw COMMUNITY TRAIL ACCESS _ �:, ..'�. - - SEE CITY DETAIL BELOW 20 I ! _�40� 40 40 'AT BASIN CAI CH.BAST I C> . 15 D.G. TRAIL - - CH- -15' D GTRAIL� CONCRETE "VEE" DITCH •.��..�rly�l ir:Fa �rt�s*... � �•,1 ��-.y.: .. "y�� ..■ �-r �.a� o-.� ry CONCRETE DRIVEWAY nu .� APRON : N HOA MAINTAINED D.G. TRAIL & SLOPES TREE PALETTE 2-RAIL PVC FENCE 40' m. 2-RAIL PVC FENCE LOTS 6-9 g SECTION (SEE PHOTOS SHT. L-2) --- - - - PLAN SIZE WUCOLS 12' 18' o PRIVATE ELEV. PRIMARY FRONT YARD TREE: w , 15• LOCAL FEEDER TRAIL V1 "A"SPANISH OLEA EUROPAEA OLIVE(FRUITLESS) 24"box STD. L POST TO CHAIN GATE OPEN 20 SPLIT RAIL SCHINUS MOLLE CALIFORNIA PEPPER PARK,PROJECT ENTRY, AND FRONT YARDS z a SOIL SURFACE RADIUS OF 6' "B"CALIFORNIA RANCH CINNAMOMUM CAMPHORA CAMPHOR TREE 24"box [- . + yr GATE WITH STEP THROUGH YEACH SIDE OF BARRICADE WTURF 20'FROM CURB FACE QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24"box �. ,� --- z o BLOCK WALL W NOTE: o " fLd EUCALYPTUS SPP. EUCALYPTUS SPP. MOW STRIP "C"FARM HOUSE PODOCARPUS GRACILIOR FERN PINE 24"box M SEE SHEET L•-4 FOR PARK BENCH TRASH REFER TO TREE PALETTE AT RIGHT REFER TO TREE PALETTE AT RIGHT PLANTERAI2EA n PLANTER AREA CUPANIAANACARDIOIDES CARROTWOOD 24"box M RECEPTACLE, AND BIKE RACK INFORMATION - 1 CONCRETE HEADER N TRAIL SHRUB GROUND COVER AREAS -- --- H- _ _ SECONDARY FRONT YARD TREE: 0 of j PARKWAY "A"SPANISH LAGERSTROEMIA F.'NATCHEZ' WHITE CRAPE MYRTLE 24"box M a o PVC FENCE -CONCRETE DRIVE �6'CURB 3 PRIVATE w APPROACH 12'MIN. STREET B'CALIFORNIA RANCH LAGERSTROEMIA F.'BILOXI PINK CRAPE MYRTLE 24"box M STREET, HOA&c PRIVATE SLOPES OVER 3'HT.): MAINTAINED HOA MAINTAINED PER CITY OF R.C. HOA PRIVATE STD.DWG.101-A z MAINTAINED MAINTAINED "C"FARM HOUSE LAGERSTROEMIA F.'MUSKOGEE' LAVENDER CRAPE MYRTLE 24"box M SHRUBS SIZE/SPACING WUCOLS � O o �j 6' SPLIT FACE WALL „ ` 20' z a METAL PLATE TO STOP THE TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL@ 24"O.C. M N GATE FROM SWINGING INTO t THE PUBLIC R.O.W.AND 1/4"THICK METAL TOFF-SITE DRAINAGE: T PLATE WELDED FENCE POST ROSMARINUS O.'HUNTINGTON BLUE' TRAILING ROSEMARY 1 GAL@ 24"O.C. L �O N PROVIDE SUPPORT TO GATE. TO UPRIGHT PIPE OR ENTRY ACCENT'TRI?E: MYOPORUM PARVIFOLIUM G EASEMENT BLOCK WALL FLAT STEEL PLATE TO BE ALLOWS GATE BLOCK WALL - [\ N 1 } � A WELDED TO TOP OF POST. OLEA ERROPAEA OLIVE TREE ORCHARD SPECIMEN UNDER SLIDE PUTAH C REEK' MYOPORUM I GAL@ 24"O.C. L `J O � w •J r `/ w Lu ` _ I 10 6- _ RAPHIOLEPIS INDICA'SPRINGTIME' [NDIAN HAWTHORN 5 " a z a' 1 8'-3" CALLISTEMON'LITTLE JOHN' DWARF CALLISTEMON 5 GAL 42"O.C. M 1Jn ci 5 O J i 4" PARK TREE: @ K I -- STEP THROUGH,SEE DODONAEA VISCOSA'PURPUREA' HOPSEED BUSH 5 GAL 5' O.C. L N O ' a 41J'2" STD.DWG.1007E • ULMUS PARVIFOLIA SEMPERVIRENS EVERGREEN ELM @ W z 21 MYRTUS COMMUNIS'COMPACTA' DWARF MYRTUS 5 GAL@ 36"O.C. M QI ~ m Q CINNAMOMUM CAMPHORA CAMPHOR TREE 36"box t /"1 CONCRETE 51/2• ., XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL @ 5'O.C. M U Q O W "_ � NEE" DITCH I 6' SPLIIT FACE_ WALL•- ,v^ 4 I I N PHOTINIA FRASERI PHOTINIA 5 GAL @ 5'O.C. M N p CI u voi 2:1 SLOPE I ' 2:1 S Lb P E % I I ESCALLONIA FRADESII PINK ESCALLONIA 5 GAL @ 4'O.C. M a L, /� /�/ PERIMETER SKYLINE TREE: -16 6 �, NEED 1/4"METAL PLATE / // // / / EUCALYPTUS SIDEROXYLON ROSEA RED IRON BARK 15 gal. 30'-40'o.c.AS SHOWN, of 2-RAIL_ PVC FENCE FOR SUPPORT. N, Ld ` - ( '��` I N , -} EUCALYPTUS NICHOLLI WILLOW LEAF PEPPERMINT 15 gal. MAINTAINED w/ WALL / FENCE LEGEND (SEE DETAILS ON SHEET L 4) ■ �., h: ✓ FILL POST WITH CONCRETE. 12 FILL Posr WITH corlcRE'rE. EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 15 gal. 20'DIA.TREE CANOPY a �I �r BLDG. PAD NOTES: 6' TAN SPLIT FACE WALL & COLUMN cr_ 0O } v> 1.GATE CONSTRUCTED OF 2 3/8"GALVANIZED STEEL PIPE. ■ WIZ -' I ••• `®' N 2.HINGE CREATED BY WELDING CROSS MEMBERS TO A 2 7!8"GALVANIZED STEEL PIPE EAST AVE. THEME WALL & STONE E COLUMN M Nof J SLEEVE WITH CAP SLIPPED OVER UPRIGHT GATE POST Y O O 3.4 t 3-SINK POSTS 40".GATE SHALL NOT SWING INTO PUBLIC R.O.W. EAST AVENUE STREET TREE: Z al 15' CLEAR D.G. TRAIL 4.CHAIN SHALL BE3/8"X1314'X11/4'MILD STEEL ATI8"LONG 00 GEIJERAPARVIFLORA AUSTRALIAN WILLOW @ LOT A (EAST SIDE) & LOT B (NORTH SIDE) of BLDG. PAD d 5.LOCK SHALL BE PROVIDED BY THE CITY. . 6' TAN PRECISION BLOCK WALL/ SIDE YARDS SHEET - 'u 6.SEE TRAIL NOTES STD.NO.1001 � � 6" MOW CURB - 7.GATE SHALL BE PLACED MINIMUM 20'FROM CURB FACE. J „ �i GOLDENLOCKPLACESTREETTREE: ••••••••••••••••••• 6' TUBULAR STEEL FENCE �� 16' EQUESTRIAN TRAIL EASEMENT DRAINAGE CONCRETE NEE" DITCH N CITY OF RANCHO CUCAMONGA, CALIFORNIA LOT, 10-17 EASEMENT APPROVED BY: PODOCARPUS GRACILIOR FERN PINE ,� _ - C, FEEDER TRAIL 20 TO 15 TRANSIT:ION: STANDARD IAN 36 TUBULAR STEEL GATE w/ MESH Lm A NORTH BOUNDARY LINE SI_CTION LOTS 1 9 MOUTH BOUNDARY LINE SECTION W VEHICLE GATE WITH SIDE ACCESS 1006-B - "A"STREET PARKWAY TREE: PRIVACY BACKING AT ALL SIDE YARDS 94 L - NO SCALENO SCALE (HOA MAINTAINED) w C1TY GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2-RAIL PVC FENCE (SOUTH P.L.) OF w R.C.E. 24953 SHEET 1 OF 1 PISTACIA CHINENSIS CHINESE PISTACHE 24"box cn% I T E ��: 0 NJ ;��- FR U (C 1- 10 N1 / A IV1 E= ICJ 1 T 1 E= ' ICE E=�TA I L_%S T1�' F� I �C:A I� F= F1 01 ICJ �T� 'YA IR; D F� LA Psl T 1 I`J G) �' aC w PLA IN I __ w 2 3 . � o I - _ SPL I't FACE BLOCK WALL 0 (n PI=1U=0F<:ATI=D StE.EL. ME=SI-I ON FAR:iIDE= �� i �`, I u- od 01= PICKETS E WELDING FRAME .� �� f 12" RESTRICTION ✓�A ZO N E � \ a 8 �� • o ►�e ' � 12" RESTRICTION ZONE * C Z TOP OF 18 SQ. E�.tE1�1D WALL GAP � / u u u WALL. CAP u ' n u � NO MESH AT TOP ✓/ �' \\ � �: CROWNED MORTAR CAi0 Ill ' 16 SQ. 1 � (4�011 / _BOtI'Ol"I OF= � 1 CROUNE:D MORTAR C. Ai CLEAIR /�� = c�ARAC;E 1 AC;E '` / 3 \ �-T J 3 Q Z WALL• CAP � ` ---- �� iV - u 1 .u n_ SET LATCH AT EitRIKER J i r'/ -- ✓ /' 'I `-- _ Q _�• S x 4 x 16 SF L 11' FACE BLOC;K �,• E3 x 6 x 10 5PL It FACI_ 5LOCK 2 I 1 3co 12 � EDC3E, ALLOW C:LEAR,4NC;E i /�C - _3 '�/- �� J E� COLOR- TAN y� _ - - C.OL.OF<;: TAN J F--OR P,4D•-LOCK, - ' `.�7 .I C �� r� IL —r , — LOC;K ►BLE L.AtCH9 ►J, T7/� 171 r'.. .�T/� � atRIKE;R, LAG E30L_t 1'O - ,� �.�. ,� _=t• EEt:� STUD/BACKIING IN _ -- 3 — l/_�� / �. �. ✓� - /� - GARACxE (3 PLACE_s)' /fDRIVATE: M,5LIC 16 x 8 x 16 SPL It FACE BLOCK: _`� ir i F7=11311 r; n n - .� w - _\ -r8 x Ne, STEEL T1,1BE: E ��— � aIDE: SIG E: F21NCz SPLIT, I SIDES, -� _ —v �. v, �,� ,/ ,� 7+ c;OL.OR: TAN WELDING i RAME, AROUND ) _� >� �/� _3 - • 6 x 8 x 16 SPL 17' FACE BLOC:K, --� �� v. ,�. L � '41 v'/,1, w v. ( �� 0 �� S1 LI'T 1 SIDE, -T ( 3) HE�4Y`r'-C>UT'r HINGES f-> �� _ _ _ :?" x 11/z' stE=EL tU1BE stF21K1=R i /' v .� E3 .� .v (. 7t COLOR: TAN -E Sa Q 0 to r o143�8' 0 HILTI KB:3 wJ3" EMBED, 3 v w / v ( . 1 o (;ENITERED W WALL - C `� w v .� /��. \ I < cv ' - . ) �.� / ( ESR 1385) .� � + + � � Nl, w � � .v FINISH 6"RADE: 3"1 5a SQ. STEEL,rue'E ,1, v 41 ,4, v,• IV y ,c, j E_MBEC>, f-ICKET5, 16 GcA. - I "rYP:. -9D 6'u ox% MAX. , .v .v � .v � v- .� .� .v .� �. �� O FINISH GRADE EQUALLY SPACI_D J1 � -- 11/z1 x 1'!il STEEL TUBE: FF2AME �� v v �, \ v, IV v .1 .v IV Iv 4. �� 71T-fTl. __� - F=1NI;�H GRADEE e� k� or)A�l I-, � —'IV —\11 — uu ,V � v' � �/ t y y- ° Q °o ,c • v a I N Jul \_�/ 1 NY IL Y 1I ° a ul ylIEUJ 1-R0M 1=R0NT `f",45:D y. q/ 4, �� POURED C:ONCRE TE FOOTING a (GATE SWINGS TOWARD FRONT YARD) _ - — �� — ��,— F 0 — � 7 -� ----- -• POURRED CONC;BETE 1=OC>tING --------------- ��FIL i�r �,a�� : u��a��u :2��L rr =�ac _ c�c>L«MN rr _t,aL. GATE: :� _V��a�ric�� - — 0� ---------- ------------- ----------------------- C� a NO SCALE NO SCALE' NO SC:ALE FF:ONT '''AR:D RETURNS 'A' STREET -- �� W I f P LA I Z I IRMO o Z MAN - Du IVlor _ 3 - - —3 - I O CIA V) IL Ld Ld '7u N/loh D MODEL: BENCH 57-601 MODEL: RECEPTACLE 124 MODEL: BIKE RACK 130-30 �� o 6' LONG BENCH, IPE WOOD SLATS, 2 SUPPORTS 31 GALLON GALVANPZED STEEL LINER 2" 'SCHEDULE 40 BIKE RACK, 3 PEAKS (7 BIKES) C> * 112 I�ESTRICTION <<' ------ o MFR: Du Mor MFR: Du Mor MFR: Du Mor �--� 12 RESTRICTION ZONE • ZONE _� w www.d u rn o r. N TA cRecreation,1 _ �- \ �o - r� �T K i o com www.clumor.com www.dumor.corr . y CONTACT: Coast Recreation, Inc. CONTACT: Coast Recreation, Inc. CONTACT: Coast Inc. -- — ✓% wwvu.coastrecreation.com www.coastrerreation.com www.coastrecreation.com � info@ coastrecreation.net info@coastrecreation.net info@ coastrecreation.net - _ ;714-619 01C10 7]L4-619-0100 714 619-0100 // ` _ 4 `�� `f ;� •o_,V �� o° a PARK BENCH TRA. H RE.CEPTA,CLE BIKI_ RACK 171 �/ 3 7- B 1 NO SCALE NO SCALE NO SCALE �� )//� l / ��//� T \� --� \\� *%� o i �!/�� 3 �"'� Ld a_ ��.) T T U _ _ �- _ �C -� � o 2 '6 � T T ,r• r T T oe c�� 2%. T .T. ,�. T T �� `r'CN o0 T �, r T T / �- A �� Gr1 a cs' a T ^ T T T T T T T T T � < \ �[ E� c�ON Q T T 11r T /r T• T T T T r 41 /r It, r /r /r /1, a e� o T T T T 1 T r T T T T T T T T T T T T �7 �� i z U N T T T ^r T T T• T \ T r T T T LAJ CONSTRUCTION M,ATERIAL%), METHODS AND AUTOMATIC, F- IRE_ E>PRINKLER �s �� s s ��s .`�� haw z %>YS r E:NI S AR IE TO I3 E= IN CO M P L IA►NCI_ LD `�WITH CHAPTER ;TA, OF CALIFORNIA ----` —=`= =�=`=— ---- ----- — --- --- '� o BUILDING COIDE=, SECTIC)N F;33T OF THE CALIFORNIA RESIDENTIAL CODE, ,, -- °� `� w 0 AND FIRE DISTRICT STANDARD 4!9-1 . 'A' STREET ' TREE LEGEND NOTE_ a Q PLAN f LEG I.N D REFER TO TREE PALETTE ON SHEET L-3 FOR TREE VARIETIES W -------------------------------- BOTANICAL NAME COMMON NAME SIZE_ /SPACING W U CO LS #3 co THIS F'F:C>J E C T IS, LOCATED IN THE DESIGNATED - — - — G RO U N DCOVE RS SHRUBS: Z VVI LD L-AN D'-LI RBAN I N1 E,RFA(�E_ FIRE AREA -k*-k A TRACHELOSPERMUM JASMINOIDE' Star Jasmine 1 gal. / 24" o.c. M �� MYOPORUM PARVIFOLIUM ROOTED CUTTIINGS @ 18" o.c. Z ROSMARINUS 0. PROS. 'Huntington Blue' Huntington's Rosemary 1 gal. / 24" o.c. L (PARKWAYS) N z CUPHEA HY SSOPIFOLIA False Heather 1 gal./ 24" o.c. M 0 o N w B BUXIJS M. JAPONICA 'Greer) Beauty' Japanese Boxwood 5 gal. / 36" o.c. M SODDED TURF w/ R:DWD SHOVEL-CUT EDGE - "MARATHON II", OR APPROVED EQUAL w o ,I, ,c, (MAX. 3:1 SLOPE) F PITTOSPORUM TOBIRA Wheeler s (Dwarf Dwarf Mock Orange 5 gal. / 3(i o.c. M � 11 MYRTUS COMMUNIS 'Compacta' Compact Myrtle 5 gal. / 3(i" o.c. M } PITTOSPORUM CRA'SSIFOLIUM 'Nana' Compact Pittosporum 5 gal. / 3(i" o.c. M TOP (DRESSING a C F;HAPHIOLEPIS INDICA 'Spriingtiime' India Hawthorn 5 gal. /42" o.c. M IVY 3" COVER -- ALL SHRUB BEDS & SLOPES -TYPC:IAL: FOREST FLOOR SHREDDED BARK MULCH Z 0-2" UNDER SHRUBS. 0 RHAPHIOLEPIS INDICA 'Springtiime' India Hawthorn 5 gal. /42" o.c. M 5YI150L 1 2 1 / LA\ER UNDER GROUNDCOVERS. O o CALLISTEMON VIMINALIS 'Little John' Little John Bottle Brush 5 gal. /42" o.c. M SOURCE: AGUINAGA FERTILIZER COMPANY Z 0 ILEX VOI'✓IITORIA 'Nana' Dwarf Yaupon Holly 5 gal. /42" o.c. L IRVIINE, CA (949) 786-9558 ^ 0 N D PRUNUS CAROLINIA.NA 'Corn acta' Compact Carolina Laurel 5 al. 42" o.c. M �� 61 V) p p g / *�k17/// - � � UGUSTRUM TEXANIJM Waxleaf Privet 5 gal. /42" o.c. M � IV1INIMUM .� NO SHRUB PL.AN1fING ZONE il� N cr(A L.AURUS NOBIL1S Bay Laurel 5 gal. /42" o.c. L `-z .� N Z ROSMARINUS OFFICINALIS "Tuscan Blue' Tuscan Blue Rosemary 5 gal. /42" o.c. L J 11� Z J; J w Q I— m Q: lit a ------------ U L p �: :L 0 E PHOTINIA FRASERI Fraser's Photinia 5 gal. / 60" o.c. M N c Ci cJ o XYLOSMA CONGESTUM 'Compacta' CompactXylosma 5 gal. / 60" o.c. M HIGH FIRE ZONE / CITY PLANTING RESTRICTION NOTES: Q d VIBURNUM TINIJS 'Compactum' Spring Bouquet Laurustinus 5 gal. / 60" o.c. M * 1.. NO PLANT FOLIAGE (at maturity) OR ORGANIC: MULCH TOPDRESSING SHALL 13E CLOSER THAN 12" W ESCALLONIA FRADESII Pink Escallonia 5 gal. / 60" o.c. M TO THE E3UILDING. a ** 2. NO SHRUBS OR VINE FOLIAGE (at maturity' SHALL BE CLOSER THAN 5' TO ANY BUILDING WINDOW. VINES: ** 3. MAXIMUM SHRUB GROUPING IS THREE (3), AND A MINIMUM 5' SPAACE= MUST BE MAINTAINED khogg Q PHAEDRANTHUS BUCCINATORIA Blood-Red Trumpet 5 gal. staked M BETWEEN GROUPINGS. �ot BIGNIONIA VIOLACEA Lavender Trumpet 5 gal. staked M 4. MAXIMUM TREE GROUPING IS THREE (3) AND A MINIMUM 20' SPACE MUST BE MAINTAINED SHEIET Alm PANDOREAJASMINOIDIES 'Rosea' Pink Bower Vine 5 gal. staked M BETWEEN GROUPINGS. PANDOREAJASMINOIDIES 'Alba' White Bovver'Vine 5 gal. staked M LOW SHRUB/GROUND COVERS 4" OR LESS IN HEIGHT MAY BE ALLOWED TO GROW TOGETHER WITH NO GROUPINGS OR SPECIAL SPAC:ING REQUIRED. LE 4 6. THE PLANT PALETTE MUST EXCLUDE ALL CITY PROHIBITED FIRE ZONE PLANT MATERIALS. lF 4 0 a '1• ■■■� ■ ■■ ■■ ■■■■ rAOEM ■■ ■ ■ ■■ ■■ ■■ ■■ OEM 00 1 . Y r luliillrIaT�laTi!!.�� B, F ■■ p i NONE �■ ■ ■■ ■■ i - II11 �■ 111II _- _ .■■. .. _ o ■. .. .._ .. ... JFF NONE NONE AL A PLAN 2C - FARMHOUSE PLAN 1 B - CALIFORNIA RANCH PLAN 2A - SPANISH PROJECT TEAM AREA TABULATIONS ARCHITECTURAL SHEET INDEX MANNING HOMES - Craig Kozma Plan 1 A 3511 SF House Plan 1 C 3511 SF House 20151 SW Birch St. Ste. 150 672 SF Garage 672 SF Garage 108 SF Portico 108 SF Portico A1 .0 Plan 1 - Front Elevations A2.0 Plan 2 - Front Elevations Newport Beach, CA 92660 268 SF Covered Porch 268 SF Covered Porch 949.250.4200 4559 SF Footprint 4559 SF Footprint A1 . 1 Plan 1 A - Spanish Floor Plan A2.0. 1 Plan 2 - Front Elevations Plan 1B 3511 SF House A1 .2 Plan 1 - Floor Plan Options A2. 1 Plan 2A - Spanish Floor Plan 672 SF Garage WILLIAM HEZMALHALCH ARCHITECTS, INC. - Don White 108 SF Portico A1 .3 Plan 1 A - Spanish Front Elevation & Roof Plan A2.2 Plan 2 - Floor Plan Options 268 SF Covered Porch 2850 Redhill Ave. , Suite 200 4559 SF Footprint A1 .4 Plan 1A - Spanish Building Elevations A2.3 Plan 2A - Spanish Front Elevation & Roof Plan Santa Ana, CA 92705 A1 .5 Plan 1 B - California Ranch Floor Plan A2.4 Plan 2A - Spanish Building Elevations 949.250.0607 Plan 2A 2243 SF Lower Level Plan 2C 2243 SF Lower Level A1 .6 Plan 1 B - California Ranch Front Elevation & Roof Plan A2.5 Plan 2B - California Ranch Floor Plan 806 SF Madole & Associates, Inc. - Mark Bertone 852 SF Garage Porchtorage 152 SF Garage Porch A1 .7 Plan 1 B - California Ranch BuildingElevations A2.6 Plan 2B - California Ranch Front Elevation & Roof Plan 247 SF ear Porch 9302 Pittsburgh Avenue, Suite 230 3448 SF Rear Porch 3448 SF 247 SF Footprint g A1 .8 Plan 1C - Farmhouse Floor Plan A2.7 Plan 2B - California Ranch Building Elevations Rancho Cucamonga, CA 91730 Plan 213 2243 SF Lower Level A1 .9 Plan 1 C - Farmhouse Front Elevation & Roof Plan A2.8 Plan 2C - Farmhouse Floor Plan 909.481 .6322 806 SF Garage 152 SF Front Porch A1 . 10 Plan 1 C - Farmhouse Building Elevations A2.9 Plan 2C - Farmhouse Front Elevation & Roof Plan 247 SF Rear Porch FRANK RADMACHER ASSOCIATES, INC. - Frank Radmacher 3448 SF Footprint A2. 10 Plan 2C - Farmhouse Building Elevations 14841 Yorba St. , Suite 204 Tustin, CA 92780 714.832. 1774 ARCHITECTS PLANNERS DESIGNERS M NNINGHOMES ETIWAN DA ' ,At Ill Note: Artist's Conception; Colors, Materials NTs And Application May Vary. RANCHO CUCAMONGA, CA CCU 2020 VUILLIAM HEZMALHALCH ARCHITECTS, INC. dba VUHA. 2020020 102-04-21 ORANGE COUNTY . LQ5 ANGELES . BAY AREA .r r, ti M y •� i-r.T, �� "I. '^ pk •- `�d �p - , rGil .., 71 rFk loll I I 4,6 - •�� - 4 1 r ru !► +may '� 'f!i yr. '1� �..� 1JL v _ l! ._EM IN wll � —II _ !� 1 �I,l�� .� +�'r � � •;,�:;�- a , ' .. AM Mimi M11M Rim .. r ..�.�" r I.�■��1- �.r��. +.w �.r,�- � �.- ! 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WIC Entry i' 111.111 x 16'-8 ' � 34 LF y I ' Co is �� co an DZ 'L------_ ------J' I I - ----- - - -------- I I J Linen Ug N _n�Laundry 131.411x 131_011 I 0 =1 ' 1 x 91-011 N \\\ Entry Courtyard \. \, y y --- \� -----w 131.011 x 141.811 --- C o o --- o ao i 0 0 I _ D C=) Bath 3 Hall a h 2 Car G rage [�D NCD 21 '-1 ' x 21 '-511 0 I a --- I I co I LO M Cn Portico o ' LO --_-_- 131_011 x 81_411 N I N I Be room 2 Be d ro m 3 11 '-3" x 13'- 1&-0"x 8'-0"SECT.GAR.DOOR I -------------------- 1 1_311 x 121.911 I = Ic C/Ddrm 4/ Teen m co r-O --- M111.111 1_ 11 LO 2656 SH 2656 SH I I 3056 SH \ I I 3656 SH I I PLAN 1A SPANISH I I I I I I I I I I I I I 1 I I I I 3 ) 511 SF ARCHITECTS PLANNERS DESIGNERS ETIWANDA CAl 1 ' lics Ill ■ M NNINGHOMES 0 2 4 8 16 Au RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020020 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA 34 LF -------- ——-- I - - - —_—— - - I I I I I , I a ---- ----- — Linen -lc=) 00 I 00 � CA) 6edroom 4CD N Laundry 11 '-0" x 131_211 =13 1 x 91_0 11 LL ------ I II / \ II ------- v =====J 2680 I C) Bath 3 Hall a h z\ o Bath 3 Hall a h\ CD C\j C/3 C/3 II - N I - o o O O \, \ C.0 LO \ LO _ - \ C) M = - \ CM -----T C/3 L0 -- I Lf7 N j �� \ j N Bec room 2 0 Be room 2 0 11 '-3" x 131- 11 '-3" x 131- Bedroom 3 Bedroom 3 ill-311 x 12'-911 1 'CIO -3" x 12'-911 Te n Room I N Bdrm. Ste. 11 '-1 ' x 13' " co co -KN /U11) / 1 �_1 � 11.4�� N � / I N N ---- ---- C.0 / ---- ---- 2656 SH 2656 SH ' cou H /-000 On 2656 on 3056 SH 3056 SH 3656 SH 3656 SH OPT. BEDROOM 2 SUITE OPT. TEEN ROOM / BEDROOM 4 PLAN 1 = OPTIONS 3 ) 511 SF ft Al 02 ARCHITECTS PLANNERS DESIGNERS I M NNINGHOMES ETIWANDA C lics I I 1 0 2 4 8 16 Au '- " RANCHO CUCAMONGA, CA Scale: 1/4"= 1 0 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020020 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA r----------- -----------I I I I I I I I I I I I I T T I I I �I;i 4i I I I ----------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I 4:12 I I I T I I I I � I 4:12 I � I I I ® I I 4:12 I I I i I 4:12 I � I I I I I I I I I I I I I I L- I I I I I I I I I I I I I I ------------ I I I I I j I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I j I I I I I I I I I I I I I I I 4:12 4:12 I I I I 4:12 I I I I I T T I I L I ----------------- I I I I I I I I I I I I I I I I � - r oof - _ _ Rakes ■ ■■ ■■aves [ME, _ _ F. T Scheme# 1 Front ❑3 5❑ 7 4 2 6 10 9 1 11 SPANISH - A 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia with 46 Rafter Tails ❑3 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 05 Gable Accent: Round Pre-Manufactured False Vent Pipes © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish 7❑ Shutters: Pre-Manufactured Shutters ® Trim Accent: Hardi Simulated Wood 9❑ Tile Accent: Decorative Ceramic Tile at Front Entry 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 31 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 1A I SPANISH Front Elevation & Roof Plan ETIWANDA LA III Al 3 ARCHITECTS . PLANNERS . DESIGNERS ■ M NNINGHOMES � 2 4 8 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA i FF �i I { i it 'I' I '{+ I� •� - ' I 1' 1 i I ` l .Gt � � ' li Ili I � - - - i � I ! ..� k .�. i _ •�.I � �! I ] - � - f` - k 71- �!1 P I• -^ �r" �C" Ii I II h I 1• ~ :j � � •F �- ' ■ ■■ ■ NEI , ■■ ■ ■■ Scheme# 1 Left 4 5 3 6 2 7 i' r% f r � �;�T�� j� - - �� ' . f - - - I } i ,♦ I I + I r I; 1 ��' -- ---- ---- - ----- - - - ---- -- -- - - -- - - - t�r, it i■� - - -- I �� - -_•��----��yy^^yyr i - _ _ ,r t � .i� ■�� - - + I I ^V� + 1 I I l I• r { ^ 1� iF + i !I I r 11 f• F i I� ^ r 1 I I •r r. l f ^ l + �' ■■ ME, ME ■ M. ■■ ■■ ■ ■■ - ■ LJJr.. INE111 Right 3 1 ❑2 6 6 7 SPANISH - A 1❑ Roof: Concrete "S" Tile Roof - ❑2Fascia: Wood 2x3 Fascia with 46 Rafter Tails .I -7P 1 3 Exterior. Stucco 16/20 sand finish - _ �� r� .t_ zr,� 4 Barge: Wood 2x6 Barge Board _ ■ ` r - ��I I i 11�_ P,�- � : ■ Ye�,�� ...1 - I I - 7 .i I., 1 1 -J "If � 1 05 _ r�;•/�{ --Y,f Gable Accent: Round Pre-Manufactured False Vent Pipes _ 6 20/30 sand finish❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes a 7❑ Shutters: Pre-Manufactured Shutters +' -_ - _�--__---- -----_�---. � _ ---__--- - - ------_--- -__- ------ ------- -- -__ ® Trim Accent: Hardi Simulated Wood T MENEM ■■ ■■ a r 9 Tile Accent: Decorative Ceramic Tile at Front Entry ENEMA ■■ ■■ 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door F.G. "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Rear and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 2 631 4 8 1 5 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 1A I SPANISH Building Elevations ETIWANDA I Avck 01 Ill Al 04 ARCHITECTS . PLANNERS . DESIGNERS M NNINGHOMES 6 2 4 8 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA i I I I I I 701_011 I I 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH L I I --—————— � <= o o � " ————————— `O (.0 / co I N � N I I I I I Covered Porch EDining Room 31-1111 x 1 1-111 M edroom 22'-4" x 12'-0" 1_511 161.111 I C.0 LO I cli I j C=n ' o x x I Cn ° LO II I I o I I 1I1\ Flex Space x co Linen I �' '� i i M Bath 11 1.111x 141.1 11 I 'I I I Great R00 0 ° ° 1 c Kitchen I 201-611 20'-111 l O ° ° I 1 co Volume Ceilin ' I I III � L---- I I II I C Pwd r ' [:D Linen I o = I I C/3 J1 o I _ - - - ___________________________ --- i�-- —mil Ir—�I � � \\\/I —� M i �xrv/ WIC Tandem -' I �I II.' - ----- I I ---------------------------- I I 1.111 xEntry 16'-8 ' � 34 LF Co 'I IL an I D Zco C= M I I - ----- - - -------- I ; I J Cl) Cn Linen I Den/Dining o CnI N Laundry - 131-411 x 131-011 0 =1 1 I x 91_011 N 7 ill 1, Entry Courtyard --- -----w 1 31_p11 x 141-811 --- C C ) I 0 Cn CD - Bath 3 Hall a h C) 2 Car GC rage N 211-1 ' x 21 '-511 ----- 0 I LI I o --- I C= CIO M Portico 0 LO _--_--_-_- 131_011 x 81_411 N I N I Bec room 2 0 — -- o -- ---- I11 '-3" &0"x 13'- ——————— - x '80"- SECT.GAR.DOOR j� Bedroom 3 ---------------------- ;111.311 x 124, Cn drm 4/ Teen m 1 111.111 1- 11 I N � I 3056 SH 3056 SH I I 3056 SH 3056 SH I I PLAN 1 B CALIFORNIA RANCH I I I I I I I I I I I I I I I I I I 3 ) 511 SF ETIWANDA L - sics Ill Al 5 ARCHITECTS PLANNERS DESIGNERS ■ 0 2 4 8 16 M NNINGHOMES Scale: 1/4'1= 1 '-0" Au RANCHO CUCAMONGA, CA VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020020 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA r------------------- r---------- ------------ ---------------------------------- N-7 r r ' I TI I I I 1 I I I I I I I I I I I I I I I I I I I I I 4:12 I I I I I I I I 4:12 I I ; 0 4:12 I I I I I ' I I I I I I I I I , I i I I I , I , I I I I I , I i I I I , I , I I I I I , I --------- I I i j j ; 4i , I I I I I I i j I I i j j I , I I I , I I I , I I I , I I I I ----------- I [ I I I I [ � I I 4:12 I , I I I , I 4:12 -------------- I , I I I I , I i I I I ' I J L-------- -------- -.h `f omill FBI . ` 1 1 C [ Roof Plan _ -_ J■._-_ P 1 . Rakes --_- - - c� Eaves _U J J. IT L I L J L111 11111111 LIP Scheme# 4 1 1 Front ❑3 5 8 4 © 9 10 2 1 11 CALIFORNIA RANCH - B 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia With 46 Rafter Tails ❑3 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 05 Veneer: Manufactured Mortared Brick Veneer © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Brick Accents at Brick Veneer Locations 9❑ Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 31 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 1 B I CALIFORNIA RANCH Front Elevation & Roof Plan ETIWANDA I A III Al 06 ARCHITECTS . PLANNERS . DESIGNERS M NNINGHOMES 0 2 4 8 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA ir i i .•-fir•'' I �I I _� I _� � I` + ` ,�fr,► rrrr .-. - ' :ram - t' - I .► r _ - J ■■ ■1 ■■ ■ moo ■■ ■ II Scheme# 4 Left 6 4 3 7 2 1 5 y' -i i _r I ! •I I •I I II i I _ 4 � . , r I _ NO _ I I-I I... Right 3 1 2 7 7 9 5 8 CALIFORNIA RANCH - B 1❑ Roof: Concrete "S" Tile Roof ❑2 Fascia: Wood 2x3 Fascia With 46 Rafter TailsCO I :+ ! l I !.r,, .•, I I I + r 4 n rr ,,S I —J� ;+ } i 3 ' li 3 Exterior: Stucco 16/20 sand finish _ r'' _ .r x _ 4 Barge: Wood 2x6 Barge Board I I I -II . _}. - I I I , t I s..-, _ , Ir - •r , - t g g - 5 Veneer: Manufactured Mortared Brick Veneer '` `❑ LL v f .r7► i,;:r tr 97r: 'f'Y i ,i•--3T5• tir`i " ' 'Y1 "` 1P © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finishco ® Window Accent: Brick Accents at Brick Veneer Locations r moo ■■ ■ ■ r 9 Shutters: Pre-Manufactured Shutters ■ ■ v v 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Rear and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California31 1 2 8 5 4 6 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 1 B I CALIFORNIA RANCH Building Elevations ETIWANDA Ave 1 Ill Al 07 ARCHITECTS . PLANNERS . DESIGNERS i 0 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-0" RANCHO CUCAMONGA CA And Application May Vary. � 0 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA 70'-0" 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH N Covered Porch ETiT Dining Roo M edroom 22'-4" x 12'-011 �-4 �-4 I '-511 x 16'_1 " I I I I X) LO o ------------------ co IICIO --- I x x ——— M 0 `=r' I I I I I LO C.0 CID I V olum I Flex Space LO N Linen X 11 '-1 " x 14' M Bath I I -----OGreaRo oo 1 'I 1.0 Kitchen II M 201-6�� 2 �-1 o oCeil' I I I II I I N Pwd r Linen C:) CQ CIO II II --- -------------- -- M ——————————— --� I� — -- � ---------------- --- '�---�' F/ J`i I---- I_ _ .I WIC Tandem ' c0 II 34 LF 'I Entry 1 '-1 " x 16'-8 ' I I I I I ---- - - ------------ Co is antr y DZ IL — — — ----JI CIO coT. ------- ------- I Linen Den/Dining o = Laundry N I 13'-4" x 13'-0" 0 =1 x 91-0" N Entry and Y Courtyard II , ,' 13'-0" x 14'-8" I ---- o =3: C\J .- 0 I c= C/D E:D= Bath 3 Hall a h\ � 2 C r G rage o I I � N 21 '-1 ' x 21 '-5" o � VD \\ � U3 IFL- CY) Portico CD U:) Pi LO CDco -- _ _ 131.0�� x 81_4�� N ------- N Bedroom 2 0 - - 11 '-3" x 131- ———————— 16-0"x 8'-0"SECT.GAR.DOOR F Bedroom 3 1 '-3" x 12'-911 BCD = 13drm Al Teen m LO cl� I N co N 2656 SH 2656 SH 3056 SH 3056 SH 3056 SH PLAN 1 C FARMHOUSE 3 ) 511 SF ARCHITECTS PLANNERS DESIGNERS ETIWANDA L1Al Isics Ill 08 M NNINGHOMES 0 2 4 8 16 Au RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020020 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA -------------- ----------------- r---------- -------------------------------------------- 777 I I V CM I I I �i I 00 I I I I I I I I I I I I I I II F ----- I I I I I I I I I I I I j I I I I I 6:12 i I I I I I I 1 I I I I I I 6:12 0 '_ 6:12 I I I I I I I I I I I 6:12 I 777 I I I I I I I I I I I I I ` I I . I I . I I � I I � I I � I I � I I � I 1 ------------------- I I I I I I I I I I I I I I I I I I I I I I I n1 nl I 166 1 I I I I I T ri I I I I I I I I I N T I I I I I I I I I I I I I j I I I I I I I j I I I I I I I12 I I j I I B:12 I I I I I I I I I I I B:12 I I I I I I I I I _ _ - - ' -------------J -__--------- T - - r I - - - , - 't - -9 +-r - I „ -- I- =1-.-.- T-r--7 I__ J I I . Roof Plan I C _I[ l•_ Rakes - - ...... ... r = .. .......... Eaves 12 - - I I I 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 "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 31 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 1 C I FARMHOUSE Front Elevation & Roof Plan ETIWANDA A Ill Al 09 ARCHITECTS . PLANNERS . DESIGNERS M NNINGHOMES 0 2 4 8 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA w Fr Scheme# 7 Left 6 6 3 7 2 1 1`` Ilk L7, - - - _ - - - , r F - ;I __ Right 3 1 ❑2 7 7 9 6 5❑ 8 FARMHOUSE - C 1❑ Roof: Concrete Flat Tile Roof a 2 Fascia: 2x6 Wood Fascia — T --- - -- ❑3 Exterior: Stucco 16/20 sand finish / Vertical Board and Batts - - - - - _ I Ijy -- - 4❑ Barge: Wood 2x6 Bare Board g g w � _ ,® r; ❑5 Veneer. Manufactured Mortared Stone Veneer 6 Gable Accent: Horizontal Siding Vertical Board and Batts _ - - r , - 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish , _ - -- -- +1JL - o 8 Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations - 9 Shutters: Pre-Manufactured Shutters - r - 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door . .. cc 12 Copper Roof: Standing Seam "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Rear and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 1 2 7 5 4 6 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1" PLAN 1 C I FARMHOUSE Building Elevations Al 010 Nil ARCHITECTS . PLANNERS DESIGNERS ET1Wt' NDA A ( Ill 0 2 4 8 16 M NNIN HOMES Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHOCUCAMONGA CA And Application May Vary. � CCU 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . 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CENTER SLIDER al `I - ———— ———————— ————— Bedr om 2 U CD HMC/DZ EA - M Bath N Den CD 131_111 121_211 13' 1 �� X 3�_0�� I co 1:31L° ----- andem Garage I;`�,. 1 12'_9" x 20'- " N N , I I I; ;x,, 1 6068 BI-PASS - _ Bonus Roo 11 Mast room 18'-1 " x 16'-11 ' �i i' 17'- " x 6'-3" M �I of Great 00 O ° ° 0 �i i ��. 71Ll8'-6" X 19' 7" IKitchenN �� 1 Storage '1 WIC 1' = I 1-- 8'-10" x 9'_7" Bath 2 I 17'_7" x 9'_8" o ; 1 0 No 268o I I C) N J= --------� co CD Linen LU CD 00 o LU o N Linen I ML �" K) KI � o WIC Hall00 �; Li en I co Shelves a----- 1 OC L= r--k N Linen Bath 4 I I I o °] 26so Linen St 26so Butler's Pantry LL- 0 1 " Pan o DN torage co CIO N I Linen N o 0 Bath - - 2CrGrage ----------- �'�� \;;�;� �'�, i I ----- ----- 6o6s BI-PASS 2680 26so ----- --- 21 -7 x 20 -1 11 N Laundr I ech Loft ----- ----- edroom 4 6080B1-PASS �� _____ _____ 880PR. G. y 0 en To Below o 13 -0 x 11 3 LO �, N! `�' V FR. DOOR 11 -1 x 10 -3 I ----- ----- p - 8 ° ----- ----- N I N Linen -- ----- Pwd r ----- ----- E ntry J ----- ----- TED I 8 CI \ UP --- — -- — --- ----- ———————————— -------- --- 2040 SH 2O40 SH 20 DIN. FX Bedroom 3 2040 SH 3050 SH 2O40 SH Bedroom 5 00 n i n g/D ROUND 13'-1 " x 13'-8" 13'-1 " x 13'-11 " ; � x 1 ' 11 iciclil 2046 FX 2046 FX 2046 FX 2030 SH 2O30 FX 1 o a ARCHED ARCHED ARCHED = TEMP. GL. — \ Cn co Cn 0 0 LO co UO LO co LO N N " Front Porch N 1-4 3650 SH 3056 SH 3056 SH 20'-1 " X 7'-6" Cl? SH 2656 SH 1'-4" 5'-2n" 1�_4�� 5'-22" 1�_4�� 5'-22" 11-1 11 -4 A or 13'-6" 20'-6" 14'-0" 22'-0" 13'-6" J. 20'-6" 14'-0" 22'-0" 70'-0" 70'-0" or PLAN 2A SPANISH 4 ) 767 SF A201 ARCHITECTS . PLANNERS DESIGNERS M NNINGHOMES ETIWANDA ' A '�"' 111 1 0 2 4 8 16 RANCHO CUCAMONGA , CA Scale: 1/4"= 1 '-0" i © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020020 I 02-04-2 1 ORANGE COUNTY . LOS ANGELES . BAY AREA 6080 TEMP. GL. SLIDER Cm 0 Co Suite 3drm \A) 13'-1 " x 13'-0" 6080 BI-PASS TL- / 1 -_- - - - o 00 >< - --- I I I I C-D7 CL:C/3 Linen CD 00 o , wC\d Co O N I — I Bath 4 4 ° L268 Linen I 7 , UC Ref Sink DW o w/micro abv kitchette00 , 2680 PR.�T.G. �I FR. D06� 4 Pwd r --- --- --- ------ ------ suite Living C Den 13-1 " x 13-11 " 13' 3'-8" 72030N Co 2880 3056 SH 3056 SH 2656 SH 2656 SH Optm Living Suite Optmional Den PLAN 2 OPTIONS ETIWANDA CLASSICS III A22 ARCHITECTS PLANNERS DESIGNERS ■ 0 2 4 8 16 MANNINCWHOMES 1Scale: 1/4"= 1 '-0" 1 RANCHO CUCAMONGA, CA © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020020 102-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA ------------------------------------------------------- I 3:12 ® I 3:12 r------------- --------- ---------- -i-� ' I I _J_L 4:12 I I I I I I I I I I -I I I r r I r r I I I I I I I I I I I I I I 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 ,�• $�+t' 1�I~��'k:'^r"}F�Y� �.•�--,��;r�-.r. ti-i. `�.�-�l - --a IT fr1k Roof Plan h - ��' � ' t�� Y�-x� Ili i `+r�1��t�r -r V � - t � •1 •r *r � �'- � � � 'z-, NEI Rakes ■■ ■ ■■ ■■ ■■ ■■ME ■� ■■ II ■ ■■ ■■ ■■ 40K( ■■ Eaves 24 �s� ' - } ,�-.�r ter,; - , _ -�� •, r- r i r .I I Irk•I �' i. � - . 'T I----------- �'• 8 Scheme# 2 1 1 1 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 "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 31 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 2A I SPANISH Front Elevation & Roof Plan ETIWANDA I A III A203 ARCHITECTS . PLANNERS . DESIGNERS 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA r f"' - r SPANISH A T.D.P. .� I . ; r~ I Yr I T.O.P. c I ,. "" 1 Roof: Concrete S Tile Roof � ■■ � ■■ ■■ ■■ ■■ ■■❑ ■■ ■■ ■■ ■■ ON ARE ■ ■■ ■■ 02 Fascia: Wood 2x3 Fascia with 46 Rafter Tails ■■ moll ■■ ■ ■■ ❑3 Exterior: Stucco 16/20 sand finish - ® Barge: Wood 2x6 Barge Board F.F. F.F. 5❑ Gable Accent: Round Pre-Manufactured False Vent Pipes T.O.P. T.O.P. © Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish 7❑ Shutters: Pre-Manufactured Shutters ■ 8 Tile Accent: Decorative Ceramic Tile a !■■ 9❑ Entry Door: Decorative Front Entry Door 10 Garage Door: Decorative Wood Sectional Garage Door F.F./T.O.G. F.F./T.O.C. "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Scheme# 2 Left and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1': 7 2 6 3 4 a T.D. ROOF TILE CIO +� T.D. SHEATHING ' _• , r I , I, I t ' 11 _ :I I I 1! I I I + I 1'; I I� y, l' __ ' � , 1 I !� I u '� f' �r,,�.• I �` i I I I ! .I , E;' I~ I � ! i I n i � � �;I i l � _ iS i .I i i, •,;. f I 11 r' f 'f�� f; ' I :{ , V _F it 1 I j• r. 1 _ I _ 11 r� ice_ ! [ � � p - . 1, •F L!� .- I ] I �4 1 I - - I� `'' rl i .I i. � �- � I � ; 7��-•i t-!" '`�5. Y`.r Y �i L'-J' ��r'�'- W Y� ..: � may'f'�` � ram■G�+ {j _'r' i { � I r �-t' .J �•-' r i VT rN :.�,._.. I t '�r�' ram.i Y�• •.� `VR. �I �f r � .r� ��r + ij � n n j � r II ■N � }r.. a.] I • ,-�.. 'r�'i �� I �' Rl ]� L �.,�• -� ,f�' 'I � �i r � ■ i.Y�� V V � � �--�r� I ■r 1 � ` i r 1�- I ~fJ �r~ I ''r r �-. �� r�1 I _ - T.O.P. A T.O.P. r �;: r ■■ ,■� ■ UP._, i �■ �■ IBM ISO ■ ■■ ■■ MEN �■ ■■ ■ 1010111 1®■ - ■ ■ ■ F.F. �r_ {• ; r I� _ Ir I R��, i `?� I ; F.F. F.F. i. 1{ ■Y ~d� { I :i !! h 1 11 T.O.P. r" -■-yam-� Y �- I-'r I I` Ix ■ r �-�;;` ,� • I T.O.P. _ _ T.Q.P. ■� �■ ■■ ■i NONEMEN ME ■ �■ ■■ no so ME 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 ETIWANDA 1 ,mA Ill A24 ARCHITECTS . PLANNERS . DESIGNERS ■ 6 2 4 8 16 M NNINGHOMES Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-0" RANCHO CUCAMONGA CA -- And Application May Vary. � C� 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020020 02-04-21 ❑RANGE COUNTY . LOS ANGELES . BAY AREA 70'-0" tin II II o I Ico TEMP. GL. TEMP. GL. 2650 SH 2650 SH Covered Porch Dining 3050 SH 3050 SH 20'-111 x 1 2'-011 �� 2650 FX 2650 FX 2650 FX F]C/D 0 x o � / N = O U:) 0 3050 SH 5050 SH 3050 SH 3050 SH 5050 FX 3050 SH o M ----------- ------------ --------------- L ---- -------- -- HMC/DZ Bedr om 2 M Bath Den CD I I II o N M 131.111 121_211 i 131111 x 31_011 I = I I Tandem Gar ge N I;`� ' 121.911 X 201. 11 Bon s Roo _ AlI _ ___ _ Mast room � ---_A, Ir---- -- - - - - - - I -- 18 -111 X 16'-11 ' i 17 - X 6 -3 M , Great oo I ° ° 18 6 x 19 7 I Kitchen 1_ II III I I I I O ° ° Storage � � I I I II I I ;I g 'I WIC I' = li -- 8'-1011 x 91_711 Cn= -1 Bath 2 171.711 x 91_Q11 o N I I Ll CD Cfl J= L cD� Linen Cfl �� I , �� ----------------------- �� Y -- ----------------------- f7777 ' - Wo Linen i-- - - -- I �i-- �i N I I WIC I I I I Hall I I I I Li en II II II a_ I Shelves Linen Bath 4 ----- I _ Linen ----r--r- - Butler's Panty Storage DIN Linen i o Pan o -- -- 2 Car G rage � � � I I - - - - Bath 3 - - - - � � - � ' --- co ------ I II I II , -�--- I I ----- ----- 21 -7 x 20 -1 N Laundry I ech Loft ----- ----- room _ =====J 1 -0 x 11 3 Co �� ----- ----- --- 111.111 x 101.311 ----- ----- Open To B e l OW ----- ----- co II I i I � � II � -- rrF N ----- Entry I ,, Linen PWdr ----- ----- IIII ----- ----- --- — — -- — -- up 2040 SH 2O40 SH 2O40 SH Bedroom 3 2040 SH 3050 SH 2O40 SH n i n g/D Bedroom 5 13'-1 " x 13'-811 13'-1 " x 13'-11 " 1 ' 111 x 1 " (0 ---------------- ---- 16'-0"x 8'-0"SECT.GAR.DOOR ;X0 2646 SH 2646 SH 2O30 SH 2O30 FX N I � TEMP. GL. _ �I I � � of I� o / C/D Front Porch I 11 I 11 x 7 -6 3056 SH 3056 SH 2056 SH 3056 SH 2O56 SH PLAN 2B CALIFORNIA RANCH 4Y767 SF ARCHITECTS PLANNERS DESIGNERS M NNINGHOMES r.TIWANDA � A205 0 2 4 8 16 Au RANCHO CUCAMONGA, CA Scale: 1/4"= 1 '-0" VJHI © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020020 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA ------------------------------------------------ I I I ® I 3:12 I I 3:12 r------------ --------1-1- 1 ' I I _J_L---- ------ ----------- - ------------ 4:12 ------------------------------ I I I I I I -I N I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I I 4:12 4:12 I I j I I I I I I 4:12 4:12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------------------- ----------------------------------i I I I I I I I I I I L---------------------- I - 4:12 i _ ----------- --------------� I I 4:12 L ,I Lr J I I --•` - _ � fir' ,>r '� r�C_ � - 17 Roof Plan 2B I I I R a es ■■ ■. .■ ■■ ■■ ,�■■ .. �� ■. ave s 1 8 ILF ON !MJ ■ ■■ _ _.L_,JJJJJJ J- I_-, _L- I,_.L_,_L__l__,_I._. __L_ LrL _L 1--: .I-I�-�I-1 --_1_J-�.. - �.. J NONE ■■ �� -- ■■ ■■ ■■ _ T U o 01EIE] , Ll 11 Ll I CALIFORNIA RANCH - B Scheme# 5 1 Front 3 1 7 2 10 6 s 5 4 9 11 0 Roof: Concrete "S" Tile Roof 0 Fascia: Wood 2x3 Fascia With 46 Rafter Tails 0 Exterior: Stucco 16/20 sand finish ® Barge: Wood 2x6 Barge Board 0 Veneer: Manufactured Mortared Brick Veneer © Gable Accent: Board and Batt Siding & Exposed Wood Corbels 0 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish ® Window Accent: Brick Accents at Brick Veneer Locations 0 Shutters: Pre-Manufactured Shutters 10 Entry Door: Decorative Front Entry Door 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 31 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 2B I CALIFORNIA RANCH Front Elevation & Roof Plan ETIWANDA LA Ill A26 ARCHITECTS . PLANNERS . DESIGNERS ■ M NNINGHOMES � 2 4 8 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA CALIFORNIA RANCH - B _ T.O.P. - - 6 - 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 ■ ■■ ■■ ■■ ■ �� NEI ® Barge: Wood 2x6 Barge Board - I _ 5❑ Veneer: Manufactured Mortared Brick Veneer F.F. F.F. © - .�Gable Accent: Board and Batt Siding & Exposed Wood Corbels T.O.P. - 7❑ Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish -�p ■■ ® Window Accent: Brick Accents at Brick Veneer Locations r ■■ ■■ ■ r 9 Shutters: Pre-Manufactured Shutters - NEI ■■ ■ - - I 10 Entry Door: Decorative Front Entry Door J_ F.FJ.O.C. F.F./T.O.C. 11 Garage Door: Decorative Wood Sectional Garage Door "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Scheme# 5 Left and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California31 2 © 3 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. i.u.nuur i ILL +i T.O.SHEATHING _ t I I ',�,�. . 1 1 } I j r ' 1 r� • '} �.• 'G.)' ...i a t + .. -p 1 �. f � I' r 'r S 1 . ` �v��-�Y`�'�c�►'` �.. - - =�- . �,`��_ >�-�`: --ram - T.O.P. - I T.O.P. _, T.O.P. y - - IN ■ ■■ loom ■■ ■■ M MEIN ■■ ■■ ■■ ■■ ■■ _ I I - - . - - +I F.F. - ...._--..r- •_ - _ _ _ _ _ ;!- - - .�. ..�a.. ■ - v. - '�` �` - • - -,- - - -.I -�- --F F.F. ` --- ' F.F. )Wry TAV— .O.P. ? r , T.O.P. -�■ - - T.O.P. - -- --- Him ■■ ■■ ■ 1--L,_ T n ■u r t __ r G _r1-1 H .1 1 1 .J- I I I ■ ■■ ■■ ■■ ■■ '` .1 - —- - - — r F.F./T.O.C. F.F./T.O.C. �; _ F.F.�T.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 ETIWANDA I -,A III A27 ARCHITECTS . PLANNERS . DESIGNERS ■ V 2 4 V 16 MANNINGHOMES Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-0!` RANCHO CUCAMONGA CA -- And Application May Vary. � C 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 1 2020020 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA 70'-0" 3060 SH 3060 SH - - - ------ - - ------ II o co TEMP. GL. TEMP. GL. 2650 SH 2650 SH Covered Porch Dining 3050 SH 3050 SH 20'-111 x 1 2'-011 2650 FX 2650 FX 2650 FX x x o ;X0 � N = o cn 0 3050 SH 5050 SH 3050 SH 3050 SH 5050 FX 3050 SH o co ----------- ------------ --------------- L ———— ———————— -- Bedroom 2CD II HMC/DZ M Bath I N Den I LO M 13 -1 12 -2 i 13' 111 x 3'-011 I = I I --- Tandem Gar ge N I I 121.911 X 201_ II Bon s Roo _ II II _ ___ _ Mast room � I, , , -- Fr ---_�, ---- -- — — - - - — I -- 18'-1 " x 16'-11 ' i 17 - x 6 -3 M ,� IIII Great 00 I ° 18 6 x 19 7 I Kitchen = 1_ II III I O Storage e M M I I I I g 'I WIC I' = li -- 8'-1011 X 91_711 Bath 2 171.711 X 91_8 11 o N I I "I J= �C Linen I , �p I � �� ----------------------- LO LU� Y -- --- -71 -------------------- f7777 ' - - , Wo Linen i-- - - -- EI= -4 �N I I WIC I I I I Hall I I I I Li en I I I I I I I I I - II II II a_ I Shelves Linen Bath 4T ----- I _ Linen ----r--r- - Butler's Panty StLorage DIN Linen i LL- o I V1 Pan o -- -- 2 Car G rage � � � � � � � I I - - - - Bath 3 - - - - � � - --- ------ I II I 11 ��`, ,�� -�--- I I ----- ----- 21 -7 x 20 -1 o ;; N Laundry I ech Loft ----- ----- room =====JBelow1 -0 x 11 3 �, �� ----- ----- I I --- 111-111 x 101-311 ----- ----- Open To ----- ---LO -- II � II N ----- Entry Linen PWdr ----- ----- IIII ----- ----- T 8 IIII \ i i i --- — — -- — -- UP - ------ - 2040 SH 2O40 SH 2O40 SH B e d room 3 2650 SH 2650 SH Bedroom 5 n i n g/D 13'-111 x 13'-811 2040 SH 13 -1 x 13 -11 11 1 11 1 1 1 11 X 1 1 11 16'-0"x 8'-0"SECT.GAR.DOOR 2646 SH 2646 SH 4f 2O30 SH 2O30 FX __ = TEMP. GL. _ Ca �, "' co "' o CD co U' = N N Front Porch co 3050 SH 3050 SH 20'-1 " X 7'-6" 3056 SH 3056 SH 2056 SH 3056 SH 2O56 SH I� 1�/_Z�II1IZ«II117�111/_7�I_Z PLAN 2C FARMHOUSE 4Y767 SF ETIWANDA C1 �Ilcs III A208 ARCHITECTS PLANNERS DESIGNERS M NNINGHOMES 0 2 4 8 16 Scale: 1/4"= 1 '-0" Au RANCHO CUCAMONGA, CA © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. I 2020020 I 02-04-21 ORANGE COUNTY . LOS ANGELES . BAY AREA 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 7ri V r Cp 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 ----------------------------- r------------ --------------------� 4:12 L---------------------r ----------i I I L ----------------- ------- I I I 4:12 i r r 7�7v i 4`6 46 L - Lr J L--------------------------------J ` �. 11 r;7. .1 r-rr 7��_r_. 17 -_- . Roof Plan 2C _- Rakes Eaves 12 ll 11 1� I all I .. Ill I J '.J 11 - A- 7 it 17- 1 11 . T, room ■■■ ■■■_ - T-IL JL---L-1 _ __n [IT 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 "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California 31 Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-V. PLAN 2C I FARMHOUSE Front Elevation & Roof Plan ETIWANDA I A Ill A209 ARCHITECTS . PLANNERS . DESIGNERS M NNINGHOMES � 0 2 4 8 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-�" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HE2MALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 0RANGE COUNTY. LOS ANGELES . BAY AREA 77 I TT —11' t� 11 1. Jr= I J 9 FARMHOUSE - C -- - - - - 1 Roof: Concrete Flat Tile Roof T.O.P. - T.O.P. 1 2 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 F.F. =i - � h: F.F. - - © Gable Accent: Horizontal Siding T.O.P. T.O.P. 07 Window/Door Trim: Stucco Color Coat Over Foam Trim Shapes 20/30 sand finish _ - ® Window Accent: Stucco Over Foam Trim 20/30 sand finish at Stone Veneer Locations 9 Shutters: Pre-Manufactured Shutters a - 10 Entry Door: Decorative Front Entry Door y' - 11 Garage Door: Decorative Wood Sectional Garage Door F.F./T.O.C. _-= F.F./T.O.C. "This site/project is located in the designated Wildland-Urban Interface Fire Area. Construction material Scheme# 8 Left and methods and automatic fire sprinkler systems are to be in compliance with Chapter 7A of the California Building Code, Section R337 of the California Residential Code, and Fire District Standard 49-1': 3 7 9 6 4 5 T.O. ROOF TILE t4 T.O. SHEATHING 777 11 _ - - - - _ 1 - - - _ - - -- -- - - T.O.P. - _ - -- - - fil "- - - - - T.O.P. - - T.U. NEI co ! - F.F. F.F.- lr- ` 1. Jim T.O.P. - - - - -I kk T.O.P. _ -- - T.O.P97 4 - LE F.F./T.O.C. _ = y _ _ F.F./T.O.G. _ I� - — -- — F.F./T.O.C. F.G. 2 4 5 8 1 6 Rear 5 8 4 3 6 7 9 7 Right PLAN 2C I FARMHOUSE Building Elevations ETIWANDA LA Ill A21 0 ARCHITECTS PLANNERS . DESIGNERS ■ M NNINGHOMES Q 2 4 S 16 Note: Artist's Conception; Colors, Materials Scale: 1�4"= 1 '-0" RANCHO CUCAMONGA CA And Application May Vary. � 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 2020020 102-04-21 ❑RANGE COUNTY . L-OS ANGELES . BAY AREA Trails Advisory Committee March 10, 2021 6:00 p.m. Vincent Acuna, Associate Planner TENTATIVE TRACT MAP SUBTT18012-1 — EGL ASSOCIATES, INC. -A request to subdivide a vacant 6.96-acre parcel into 9 residential lots for the future single-family development within the Estate Residential (ER) District of the Etiwanda Specific Plan, Equestrian Overlay located at 12774 Banyan Street; APN: 0225-111-07. Related Files: Specific Plan Amendment DRC2016- 00730 and Tree Removal Permit DRC2018-00898. A Mitigated Negative Declaration of environmental impacts is being prepared for consideration. Site Characteristics and Background: The project site is an undeveloped parcel with an area of 303,609 square feet (6.96 acres). The site is generally rectangular in shape and has dimensions of about 560 feet north to south and 560 feet east to west. The site slopes down from north to south, from about 751 to 717 feet, which results in a change of elevation of about 30 feet between the site's highest and lowest point. It is covered by non-native grasses, ornamental vegetation, and contains 157 heritage trees (156 Blue Gum Eucalyptus and 1 English Walnut). 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 Very Low Residential Estate (ER) Residential District'°2 North Single-Family Very Low Residential Estate (ER) Residential District'°2 Residential South Single-Family Very Low Residential Very Low (VL) Residential District' 2 Residential East Preschool Very Low Residential School (S) 1,2 West Vacant Very Low Residential Estate (ER) Residential District' 2 1 —Equestrian Overlay;2—Etiwanda Specific Plan Project Overview and Analysis: The applicant is requesting to subdivide the property into 9 lots for future single-family residential development. All 9 lots take access from a proposed gated cul- de-sac which branches off from Banyan Avenue. The proposed tentative tract map includes one lettered lot (Lot A), will be used as a private street and storm drain. Lot A will be maintained by a homeowner's association. As part of the subdivision, the applicant is proposing to change the project site's zoning designation from Estate (ER) Residential District to Very Low (VL) Residential District in the Etiwanda Specific Plan. As demonstrated in the following table, the proposed subdivision meets all pertinent requirements in the Very Low (VL) Residential District of the Etiwanda Specific Plan. TAC COMMENTS TTM SUBTT18012-1 — EGL ASSOCIATES, INC. March 10, 2021 Page 2 Development Standard Required Proposed Complies? Lot Area (Min) 25,000 SF 22,451 SF YES ✓ Lot Area (Avg) 20,000 SF 26,914 SF YES ✓ Min. Lot Depth 200' 208' YES ✓ Min. Lot Width 90, 97' YES ✓ Min. Lot Frontage 40' 70' YES ✓ No development is currently proposed with the subdivision. The applicant will be required to submit a Design Review application when house product is proposed in the future. The project site is within the Equestrian Overlay and each lot is 20,000 square feet or larger, which allows for equestrian and animal-keeping uses. As such, the project will provide a community trail along the north side of Banyan Street, to match the existing community trails on the residential developments east and south of the project site. Additionally, a 15-foot wide local feeder trail will loop around the entire tract, to provide access to the rear of every lot and connect to the community trail. This is consistent with Section 3.4 of the City's Trails Implementation Plan, which requires local feeder trails to provide a logical riding loop within subdivisions and Section 17.70.040 of the Development Code that require feeder trails to provide direct equestrian access to the rear of all lots. The proposed equestrian trail will also include corner cutoffs to allow a vehicle to maneuver at trail ends. The location of the 24 by 24-foot horse corral and access gates from the trail to each lot will be reviewed by the Planning Department at the time the applicant applies for a Design Review to develop house product at the subdivision. The required gates and equestrian step-thru posts per City Standard drawing 1006-B are proposed to be provided where the private equestrian trails (feeder trails) intersect with the community trail, approximately 20 feet from the curb face of Banyan Street. Staff supports the proposed 9-lot tentative map and the related equestrian trail design and layout. The proposed feeder trail loop provides convenient and direct equestrian access at the rear of each lot. All requisite trail improvements including trail gates, trail fencing and a 4-inch deep decomposed granite surfacing will be conditioned to be installed prior to the construction of any homes, during the Design Review application for house product in the subdivision. Staff Recommendation: Staff requests that the Trails Advisory Committee consider the multi- purpose trails (layout, design/technical details, etc.) of the proposed project and recommend the selected action below to the Planning Director/ Planning Commission: ❑x Recommend Approval multi-purpose trails as proposed by the applicant; or ❑Recommend Denial multi-purpose trails as proposed by the applicant; or ❑Recommend Approval with Modifications to the multi-purpose trails by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The TAC COMMENTS TTM SUBTT18012-1 — EGL ASSOCIATES, INC. March 10, 2021 Page 3 revisions shall be verified by staff prior to review and action by the Planning Director / Planning Commission; or ❑Recommend Conditional Approval of the multi-purpose trails by incorporating revisions requested by the Committee. Follow-up review by the Committee is not required. The revisions shall be Conditions of Approval and verified by staff during plan check after review and action by the Planning Director/ Planning Commission; or ❑Recommend Denial of the multi-purpose trails as proposed by the applicant. Trails Advisory Committee Action: Staff Planner: Vincent Acuna, Associate Planner Members Present: Staff Coordinator: Mike Smith, Principal Planner SPECIFIC PLAN AMENDMENT - SITE PLAN NORTH L_L J E I > -r SCALE : 1' = 300' N BEND CT L-J Z E SFk j F-IL_ER _ L _j O J F r� ❑ <�01VE>VL SFR _ L4R SFR SFR SFR ZONE ER AMBER LANE I TENTATIVE A:jT. l8012D T RESIDENTIAL S � -1 m E77WANDA EARMSPECIAL -j VACANT LOT VACANT LOT ZONI G: ER EDUCA71ON SCWOO4 I D ZONE VL ZONE ER [ZONNEJER L_j Z 12774 SUMMIT AVE o DA CA �___J M: m 0225-111 0 -0000 SUMMIT AVE I �� r #R r-� ZO�I VL L J 70NE � J 0 SFR J L�J VACANT LOT �I ASPEN MER LEGEND: 7-1 m ZONE VL LFRJ rD rL� Z - � LSq�J PROPERTY SITE J o r �� LOT LINE LJ N '�J NORTH OWNER: PREPARED BY: UTILITY SERVICES: BENCH MARK: Im . CHO DI SU EGL ASSOCIATES, INC. WATER - CUCAONGA VALLEY WATER DISTRICT SAN BERA DI O COUNTY BM 01117 5239 TEMPLE CITY BLVD. 11819 GOLDRIG ROAD, UNIT A SE - CUCA ONGA VALLEY WATER DISTRICT 1" ROUND HD. BOLT IN CONCRETE CURB TEMPLE CITY, CA 91780 ACI , CA 91006GAS - SOUTHE CALIF NIA GAS CO. AT SOUTH/WEST CORNER OF FOOTHILL A A 00 � L: 626-2 6- 178 TEL: 626-263-3588 ELECTRICAL SOUTHERN CALIFORNIA EDISON CO. FAX: 626-2 6-085 FAX: 626-263-3 TELEPHONE - IZ L ER AVE { HER OSA), FIRE - RANCHO CUCA GA FIRE DEPARTMENT 0 CUR 1' EST OF WEST END OF CUR I THE CITY OF ANCHO CUCA NGA, COUNTY OF SAN BERNRDINO, NOTES: SHERIFF - RANCHO CUCOGA SHERIFF DEPARTMENT RETURN STATE OF CALIFORNIA SCALE : 1" = 30' ZONE: ER (PRESENT) ZONE: VL (PROPOSED) LEGEND: NOTES: BEING SUBDIVISION OF PORTIONS OF LOTS 15 AND 16, BLOCK "C" A VEHICLE GATE WITH SIDE ACCESS PER CITY STANDARD DRAWING 1006-C , 0 ■ N0. OF EX. LOTS: 1 SHALL E INSTALLED ON THE T 0 FEEDER TRAIL ENTRANCES ALONG BANYAN, ETIA DA COLONY LANDS, I THE COUNTY OF SAN BERNADINO, STATE OF(r+6 ,:3).....r.:X3: T11vG ��I_�`4`f-I-li,:N N0. OF PROP. LOTS: 9 460.0.......PROPOSED ELEVATION r AT THE TIME THE SITE IS DEVELOPED. CALIFORNIA, AS PER PLAT RECORDED IN BOOK 2 OF MAPS, PAGE 24, , TENT TIVE TR C Fil N 18012 elk GROSS AREA OF TOTAL LOTS: 242,228 SQ. FT. (5.56 ACRES) __L45�)_ EXISTING CONTOUR ADDER LN DUTL�R RD. RECORDS OF SAID COUNTY. NET AREA OF TOTAL LOTS: 201, 4 SQ. FT. (4.62 ACRES) �� PROPOSED CONTOUR v 0 srTE SEWERAGE DISPOSAL: Y GRAVITY SEWER PIPES TO STREET IN. - N ........DRAINAGE PATTERN F. Lj ® `° THE PROJECT SITE IS NOT LOCATED I A POTENTIALLY DANGEROUS AREA. .a...,.. ........SHEET FLOW PATTERN � > � r ROUGH GRADING PROPOSED, NO BUILDING DESIGNS AVAILABLE --------....EXISTING STRUCTURE , BANYA sTf BANYAN sT COMMON PLAN OF DEVELOPMENT OR SALE �,...PROPosEO STRUCTURE � SFR U APN: 0225-111-07-0000 > W > SMASTA DR. 755 ...FIRE HYDRANT LO ZONE E R DEMOLITION NOTES y W A „s, E;yx ;D; -:, ; -4 - , IT I . . ...CATCH BASIN < Y Q ;t t.�' a R c'W -- ;:, r ii ¢ # ,..__..;..X. 5' ROC .: i,w4,I RTi . : ' : ,., { f a,/z... f- EX. SEWER MAIN f+l ®■ ...PARKWAY DRAIN � ll __. __ . .. .,. .......... .. 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X... f nq,drd by ECL to ® PROPOSED PRIVATE 10 EASEMENT FOR INV...............IN T ELEVATION `°' r..,.,. 1 �" s PROP. 30' WIDE --'� muse or�raduw than ,n T C TOP OF CURB �1� r ... : ✓ T ,F.,/ 0 --- ''_( ;:. ,,�_P Us f -,r)" and a Mtn _ • ,,_. \ __, 'S`�R F'&DICA710N i-''� �' �. f t. d If t1» drawl • an to • .............. -� bo usd by other than E Assoctatm DRAINAGE AND STORM DRAIN PURPOSES. N®T TO SCALE NORTH �� ` -._;,- '� _. Z , , '" �• "�L re to ' F.G..............FNIS LINE ° > » LI ) APPRO lMAA fl N 450' �C Ina. My y n d from then B PROPOSED 30' STREET DEDICATION ON AMBER LANE. F.c..............FlNISH GRADE VICI ITY M RI GE E F.S..............FINISH SURFACE T.B.Gf 573-H3 N 8 9 3 4 2 0 W __® � � ,- �_ 505. 18 M a wrM n format. FTILL-STREET VEMENT TO ERWANDA � drowlnQ. ohouidb. aI to EOL tw .. as H.P..............HIGH POINT @C PROPOSED PRIVATE STREET A . 7. 264.80' I _ `" 240.38' RIGHT OF WAY LINE / %' I I-- REVISIONS BY ...... .......... / I RIGHT of WAY LINE_Z' _ - _ 4 _ (LIMIT OF TRACT BOUNDARY) ,� / W EX RIGHT OF WAY JY OS 27 2014 D EXISTING 33' STREET DEDICATION ON BANYAN STREET. W ...WATER MAIN ,� /- (LIMIT OF TRACT BOUNDARY) ,_ ,: YP_" ;<; -� i; : F J EA 07 01 2016 � . ...PROP. WATER METER 3cs" EUT A1_.YP U` �" �t YP . .,S ® .j„ �:: �Cf YP TU 6 �;� ,... _ ; ELI C• r__ wi 7,• h wi .,,�.. . �/ , _ JY 07 19 2016 •c G� PROPOSED 15' WIDE LOCAL EQUESTRIAN TRAIL EASEMENT �- AND SERVICE LATERAL N ,• FRONT SEACK -_ 13;;fr, gl FRONT SETBACK ", "� , t ~ '� u ,05 , ; A..VPTUs '' PUBLIC sY 12 07 2o1s 1 9 • .k �� © t UNE7 f �: i S UNE O i ' �'"`-�. SY 03/16/2016 PROPOSED 12 X 48 CORRAL EASEMENT j ' ', ,. I I � RIGHT OF WAY - (750) � t \_. 1 K `� SW 11 29 2017 t - � /�`�. ) -� l� I SW o1 19 2017 R ,x 'E f Ai._YP 4 i / , .i ti `- ~� __ I I I PROPOSED 10 WIDE WATER EASEMENT =__ TRACT BDRY. Lf� �n "_.. "__ �t �..... ii - d- O O t~ ' 263872 .FT -r u.." 7 45 -- - , AL 07/26/2018 -0 EXISTING 33' ® � 6 / _\ -`_7 - -.' I I _ AL 04/15/2019 i STREET DEDICATION I 77 ICAI..Y"%TUS AL 07 24 2019 L-¢ : :. ��, 3 ,.::UCALYP"i-t,t AL 07/23/2020 15.00 PROP. ::' :'': ....... 1 EQUESTRIAN 5' 5.00, &,00'---� / ..'.:::. ::::':::''::":...'.. y,.. _., �/ <7 Ao/ - - �W .. I AL 11/05j22fl TRAIL EASEMEN = l GHT OF kl ... 29,703 SQ.F �l ( �t I �~' _ v' I AY UNE /`'` J l (EX. R/W) NEW R/W 27--4% z 5.: c�.: .:: :::: ., .-1/ -- ... 2% MIN y R/W k TRACT BDRY. --____' - --- _----------- - I LOT LINE I o. .o.. j 1 3.00' - ` / » -- 214.53' '� ::::Q_`a' °' t r�I..YE 0.0 PAN 8 C.F. - - °•'"� I.-z:'.'::'::':'::':.. . " - -'--- _ --` --- .>_ ¢ IGHT OF WAY UNE -____ AREAPi20P. wALL 4 li,. - -- ----- ;; I I I OR PVC FENCE i \ K --- O . e:_v...,-_, :• . .,, .. ......... ..........I...I ... .......... . .. .. . ,. .... .. ....... ........ . 8.00 2.00--•-t » 4 . ......... .. ..::.: ::: ...�2.0o s.00 1 1 5 8.6 / C „„ 1 ........... ..... .......... ...... . ...... z i PROPOSED 4' MIN , : &. ::,,,,::::s.: .:::: LOT LINE , SIDEWALK EX. A.C. PAVEMENT I :: f I. ::::11....W!1.TER . :::: .:'.':':':':':: -.�'' _. 1 I RIGHT tQF WAY UNE • / © , PARKWAY AREA EX. CURB & GUTTER EX. A.C. PAVEMENT f \ 1. $EWER:::::::.::.::::::: ' ' : . - /�. i f / OT 2 z.......... :.:....... i,,:: PROPOSED 30 ¢ PROPOSED 30 I �� IL \ ::¢.::': SE.ARATION......... .' .'.'.'..'.'..' I 20 ; U CA..Y TU; RELEASED DATE STREET DEDICATION ® STREET DEDICATION 1 1AgNI TYPICAL SECTION �-�'" � EX. EDGE OF 74� cD .... :..c :"::-:-:':':.'.:': ...:f r-, / ;1 4.00 ` 7.50 PAVEMENT v 7.50' .00' 66� R/ (BANYAN ►.7T1 -- 0 I24 749 ■ FT \ . .::: : : / FRONT SETBACK I . 0.50, - - _ EX. GRADE ' 50' J T_ I - -`�- NE ...--- I ` .�. N HORIZONTAL SCALE. 1 10 ry t , r ,�� ._j ......... . . '' * ' 'i / , » > �... :.. �f _ VERTICAL SCALE: 1 =3 ..\ �. ::.L... � : ::: : : : :::::a ! / T_ i ' 6» LOT 8 /2�t r r )CAi Yt"'TUS I I i » » » ' t 1 7.56 A 10.00 w.::: c) 7.56 5 C... ....... ,:' .... PROP. SIDEWALK EX. A.C. PAVEMENT PROP. SIDEWALK f yr � . . SQ. FT0 ' TO BE REMOVED , . .,.,...�:' 9 00 (�A PROP. CURB & GUTTER �= -; .V.�......... 2 9 /// PROP. A.C. PAVEMENT PROP. CURB & GUTTER `:/T 5'00J I LOT LINE ' 5.00' G PROP. A.C. PAVEMENT .'..'. '. 232.34' ___-� . '':'.'.'.: -� S 6 # UCALYF'i TYPICAL SECTION : : ( ( , ®. ;: ; •1 �: I: rxiTY:-.s. \ L1 F' ' I �- i f.,. �c l,ALYP!,J O R/ AM LANE .... j - . IG AY LINE �.... RIGHT OF WAY UNE . . ):::..... .'i _ / ....w.,,..at.. ' FRONT SETBACK t+ TI AND EARLY O ` -�` LINE 1'::':': HORIZONTAL SCALE:• 1 „1 O - ____ c740) -�-- I- ` X: 1�:�:: ...�1. .. ...,.. ! SP Cl L EDUCATION T I , .._ . VERTICAL SCALE. 1 -3 R/W (EX. R/W) NEW R/W w ,It{;r `_ � \ ::::L s1 : . .. FRONT SETBACK � TRACT BDRY. h I ',-; SIC , '' ........ - .':::::. ..'.'.'.' . '....... VACANT LOT \ ;1 w : _ l- �= E I I o.o o { ::: : ..... LOT uNE ZONE ER _ x 30,00' 30.00' r , �- tU C A..: - •I.::'::':: v:,:i <, -T- ZONE ER , , ,y UCA, , k ®:... . . 3.09 S'. 2.00' 8.00' ' 8.00' 2.00, r e -.. "® O LINE TABLE I 25' � viW :::':::' : .:. : :: I / � . LINE LENGTH BEARING 17 1 W �- V. .\ " - 8 K 50 r=z 71 YP,.. S L1 8.31 N00 6 2 W o.50 �,A,_ : r " 4.0T-010' 7.50' 0' ©� I / .. f ; / V w (n ca (D L2 25.25 N 00 01 48 W < m ( - d. ____,, � ¢ ¢ �- - .,. L3 17.27' S44'26'35"E �50' �. I , /;-Y_�; - ?�d�.! d'A l.,t, s i w' rant � L4 57.52' N 14°08 40 W -� 2� J "x I .O::'::':':' N I I ® � ~ U --... v 2°/. I LOT LINE n= �3 ;,; L I C, 0 L6 67.2 S00 25 48 W , . . L. » q'f 231.46/� - : :.::: :: / y_ 'n ...p.. ... T__ _j �. .. .....I ..... � � ... i* z_. ' 5" 7.56" 7.56 5" RIGHT OF WAY UNE Lli \........ 5.::::.. .,�;:¢ . ' ::::.'.'::: FRONT SETBACK " c:. iC AI...YP w d' PROP. SIDEWALK PROP. SIDEWALK �35 I /�� a;..cn NE I A . : I w W LOT INFOMA71ON TABLE PROP. A.C. PAVEMENT PROP. CURB & GUTTER / I o I 9 � DIDP. A.C. PAVEMENT " � rh% x:: + YW I S 12' -.+•-t8:: ':: IGHT OF WAY UNE ,� • AREA DIMENSIONS - �„ i 1. :: I w M GROSS NET DEPTH WIDTH FRONTAGE TYPICAL SECTION 7--_', .. .YI �"----,=> ; 1 FRONT SETBACK ........... .....-1....... . 5 ' G� W NLf) W 04 (� (EXCLUDE (MEASU FROM (HORIZONTAL DIST. (MEASURED ALONG 1 / ,� �_ UNE�'��``�--� L0[.�.'.�. , M'L.... ........I Ln EQUESTRIAN AND MIDPOINT of FRONT TWO LOT UNESf FRONT PROPERTY / (PRIVATE STREET A} �W_�') ` `" :'`CA...Y''(I'JS I © a STORM DRAIN PL TO MIDPOINT OF MEASURE ALONG FRONT UNEXFT) h ..... \ EASEMENTXSF) BACK PLXFh SETBACK » >' �. °h I , ■ 0) :n .c :::...: I { :t �;A...Y'..f v S HORIZONTAL SCALE: 1 =10 I r , ..: ypll _..::::: LOT LINE . .. LOT 1 26 872 20 526 233.19 117.53 70.35 „ _. x,. /y s f1 f ( fir. a I-. I. !C {i...- T l vI., � ;v 1ca;i._i P�� 21 3.98' f QF�� VERTICAL SCALE. 1 =3 n :: * , , r \ o FESSIpNq/ i .�� C ... . .r.......... ` 113.21 112.95 _�, ., �.,,,x ,-„< :. -- - CS ,. .,.i; 222e35 A' : v :„ ' *l'i-:, i ' , ht0" I�Y J ..F ., ; J ��4 �NG'L LOT 2 24 749 21 980 I __ • :: ^; ur':; 5 q CURVE TABLE : °� \i ;°° _. CA Y: LOT 3 25,665 22,893 231.90 110.67 110.67 I ,, "' ' ::.:: . . �. �.. /I I �L f uj _� 45846 m CURVE L R A I LOT LINE �- , 24.29 LOT 4 22,451 20,016 231.08 97.15 97.15 Cl 110.95' 1033.00' 06'09'14" I' � • -RIGHT F WAY LINE I I • 230.58r. f LOT 5 28,273 21,322 224.64 125.76 127.49 C2 48.51' 1033.00' 03°24'28" � - -- X.. x. L '� I \ '.� C 8 FRONT SETBACK ( sT�TF OF CAIiF� P 142.94 C3 26.18' 100.00' 15°00'00" C 8 /° .... ... LOT 6 28,309 229256 208.47 142.34 10.47�. ..:: �10.47 NE C4 20.94' S0.00 23°59'S9" I /// 00 f l.r t' j LOT 7 26,510 23,406 213.54 124.14 124.14 I C9 .:�.::�:,: :;: . .... I C5 70.35' 50.00' 80'37'14" ,-� L w` �r, { }, ?.. CA€.,.: T qN ' [ 144.54 144.39 » I . 8" Et.;CAL.YPIUS C9 'W!z rA LOT 8 29,697 26,142 211.87 C6 92.00 50.00 106'15 22 FT�w� I U-a �? (�20 LOT 9 29 703 23 021 200.66 145.53 98.59 C7 26.18' 100.00 15°00'00" I r' , 2 „ _... ,. u ��30) I LOT 5 / ;S EUC� AE._ i 1� 's.'.'.'.....". ::':'::':':: .':':':::':':':':':':':':::':':'::'::':: :::':':':':'::': Cy J 309S ■ - - � - ---- cn 13: » " C8 6.62' 22.19' 72'54'50" I �' .. : : : :: :':_:; :ti: ::::::':::: : :::::::: / ; _ 460 ��.CAI_.Y ..I..�s I o LL- PRIVATE STREET A 32,715 " �0� ./� .. r'. '.-Ei!-C-'.L.YI, ';:...l.s..'.'.'. lk J i\...,, 'Q ..'4" �`i C9 13.60 47.11 73 27 21 0 /� ' , FTy'� ..tJ 1 `' ""? :,A...Y. U� •... ,'..'. ..c �'..'.'.'... n i, .,I ::�' 40,664 Q 1, :II::I:.". .... ry' L•\ _„ ! i% ,,- I..�Alil 1. 'S ; C10 4.10' 15.00' 74'21'27" ,�v � , ) �f:... .. :.:.:::::: ::....: : :: '::::::::'' C1 W w _..._� ;� � ., 0) = TOTAL 274,944 C11 10.65' 39.00' 74'21'27" I ®Q �" .=4,cALYP r 1 I � W_ _ ,. G w z va /' I ;O ° en¢w r a a " in w O En W CCU C12 5.02 15.00 . � Q:,, 12 C 11 o * 74 4$ 43 .. co - . Q/ a o 00 a THE IMPERVIOUS AREA IS CALCULATED BY MAX LOT COVERAGE 0.25 RATIO. NO " �- I �..�;, T-. � Cl 01 ¢ o i w ar 0 tV ¢ I 39.0 I C13 ., o 26.12 0 51 37 25 iIln en REMOVAL AND REPLACEMENT IMPERVIOUS AREA, ALL IMPERVIOUS AREA IS NEW. _ " W �, �, C 1 J �. ao x o�- �-�'z ,� M C14 5.02 15.00 70 48 43 d" ® ®�Q w ; RI°HT OF YdAY UNE '. ..: ::::: :...:: r� ``' ® M I .�, VI gi w-o t ` r� ' E.Uc;f v..YM } ....¢*. .... ......... ........ . . I o, f�- a '�, m r H �� ..; `t' .:':':'':.:' :':'::':':':':':':':: �I GUY WI R E a Q i�`® •� N <; Li --40.001 (A I; a < r� I WAY USE i• *4 cl N ;,%~ : v;;, '{i -�Z o w X =�W RIGHT OF RY - ! EX. ELECTR{CAL Ua .� N r 0 OUNDA GATE W STEt? fiif�£3UG ` to i Ix o o Q +� o ACT B -- ..ii�:':' : f 0 iI I ;j �"', n o LIMIT TRH ,..:.. .-- _ ; VAULT G1 -0 � cj �` 0 '�.... 19 .62 20 FRO CURB FACE �, 0 _ qp q' .,.f x, ,i ,E g I"� ...+�'�" � ` ® , ....... :.X, �,i.i("� i,i.J,V [I Mi. l,l [,. ;,.,; Z ° .... �` c 9 2 W c w•'~'- L tt Ear g ,a r r,:' -' �(C, ,i � I Q a n a X ` '""�'� CAL_Yr`14;.7 __ -..... _..... !-I 5 :I GATE W STEP ` -i _ _„ ; ;I `� ,1 - �,� i; THROUGH 2O FRO I `-+ 1 .71 --- .._. ____ ......... _.. _ .___ LINE � 71 __ _ w ,. : _ _ M: _ _ _ / �� ER TO REMAIN GUTT b; r;,<>, " <�, . <YS• ? nei (; .-• ��• ; . "<�•i ,ai AC i ' - r,,y: X. STREET LIGHT , W ®cwEoxED ~: RB F j 158 �, ........ __._ ..._.... ......_. ..._. .......... _., � w , r r� a. 1l 1•_;,,.r,. ll I �.'�' IG 0Hi W _. _.__ W�kl A <c �' Ct `� i L :,, , r -- - ` .<•, _.. . •:�. a ::. EX. POWER POLE: ;r r '14"'," ,"; >• ;,, ~ "' I:rcu; S - LINESXRUNO EASTERLY E Y OF 07 22 2014 ° :X. E r .. RCVEW , µm ,_.µ _.... ...w _T -: I' PROP. CONC. AY ` C, . / � f. �` // ~ \ __.__ RIVEWAY Ex sT AIN CST�I - o. 14-181 001 -' ..� -"" _._ T LIGHT W 3 LINES RUN SOUTHERLY ~.� // # '),9� APPROACH PER CITY OF - =~= - & o M oR (3) LINES RUN EASTERLY STM ST 3) LINES RUN WESTERLY R. TD. D G,�QL A-- _.�� ST aoe w ri_;: t,, ` . h..:_.... _ _..... :_W: % 5 , -, a'.. _._ -- w'" .yiCURB ZSITM' STM _ -- •. -::.... . _ .....,4: _ .._..._. _ ......_. .. EX _ L STM _. ........ ........_ S ..: _ TR c ..... ...__, 0 4 .� =.R.G.:-.:STD..::.D.WG:-=1,01-A- MAIN W C.� TM - S srJuE » .'; ~~-~' �,:,,:--;' �' -� s. ,,,< , ' `,, WATER R l_ --- S - ....�� .. __ _...... ...._._ _._,_ ........ r> L4 , EX _"c S� S ."..� S 1 -3fl C� C _ _....... ......... ._.._,. ...._.... _..__ -111 X 1 -_ �J~m f ll `� t -, ,,.. t`, ; t , 5 ,. T STM - S _. .......... ....._... _... .....,... _.__. ........_ _ ...,... _._ :: :. .... . v 20 6-0 730 ``� 'I"� '' c"',", w ____ -- STMKN S S _.. - _..__ ..__. ...__ __._ _ _ R _ __....;....._ __ t__. ___ ,,,- FILE14181aa1T.DWG DRC 1 0 ,� _ _ _._. -J ST -``� W. EX SEWER MAIN MANHOLE I 1.>, __� PROP SEWS t SUBTT 18012 _ __- w - DRAWING , Of , STM-._ -- _ SUBTT 00011 STM --- _ -----� _m .__ _,.... :: :. :T_ _. _• . _..._ .. ._.._. . _. .. .__ . ...__ ._...W � �� = µ N" _. _ ff ~� , _ __ :_ LOT N"., I,•, -. - -. ._..._ .......... .__...., .......... ......... 't ._.�y. 1r yy __ _ - _ V c7, •'i I�it•,.;rt;C', .,,„, MKS. <�'y : `[ ~ 1,' � t "�, . :� , ��a �.�C ��, ZONE VL .. --- � CONSTRUCTION NOTES: A NORTH AMBER LN. BUTLER RD, PROPOSED DRIVEWAY APPROACH OWNER: PREPARED BY:C3 PROPOSED 6' HIGH BLOCK WALL Mr. CHAO DI SU EGL ASSOCIATES, INC.SIT L Li 5239 TEMPLE CITY BLVD. 11819 GOLDRING ROAD, UNIT A> PROPOSED SOIL BERM TEMPLE CITY, CA 91780 ARCADIA, CA 91006 BANYA ST. MAMVAM ','T,__� PROPOSED FILTERED CATCH BASIN & PARKWAY DRAIN TEL: 626-286-5178 TEL: 626-263-3588 12 PROPOSED CUDO 4 INFILTRATION DETAIL PER SHEET C-2 FAX: 626-286-0885 FAX: 626-263-3599 SFR > > SHASTA DR. ZONE ER SCALE 1" 30'PROPOSED PRIVATE LOCAL FEEDER TRAIL PER CITY STD 1006-B Cie z z PROPOSED PRIVATE GATE. .......E.X. OCK & WROL..GHT IRON FENCE I10 Fai: w . ..... ....... ....... ..... ..... ..... ..... .......... ------ ..... s s- -_-_ .......... ....... ........ ......... .......... ..... ......... .... ..... cn cn I ....... ...... ...... ......... ....... . ....... ............... .....I _i77 PROPOSED STORM DRAIN PIPE. W > .. .......... ......... ....... __- - --- ------_ -__- .. ......... - ... ........: - - .......E ............. ION ECT it-TO Ek-WATER'MAIN--4. ......... <R10HT OF WAY .. .......... ......... ........ Pi . ........ ........ .. ........ .......... .... .......... --- __- .... N S, �PBF�op. 3 _W6E ------yp fl < >T NOTE: 5" z \\ S E E < to ........ BASEILINE RD. lo, --------15 �\kIGHT OF WAY LINE TRE PROPOSED PRIVATE 10' EASEMENT FOR DRAINAGE AND STORM 450------- RIGHT'OF.. -0 C LINE NORTH DRAIN PURPOSES. I Cn Z 04 -9 VICINITY MAP (�) PROPOSED 30' STREET DEDICATION ON AMBER LANE. ,N 8 W20 w //IT MIT OF-PACT BOUND 018 S7REET 4?R VEMENT TO E NDA IT.B.G. 573-H3 %v **am. 0 n BENCH MARK: nD EXISTING 33' STREET DEDICATION ON BANYAN STREET. CN SAN BERNARDINO COUNTY BM 01117 r 0- 0 0 ----AL EQUESTRIAN TRAIL EASEMENT N Lo H ------ IGHT OF #,A-- —-_- ---PROPOSED 15' WIDE LOC 0 7-1" ROUND HD. BOLT IN CONCRETE CURB Q0 AT SOUTH PROPOSED 12' X 48' CORRAL EASEMENT 750L_,(�Cy co L0 Then drim and the impanybm are Olt Up.-W11 EGL BLVD & TURNER AVE (NOW HERMOSA), LOT 1 t Tj ON CURB 1' WEST OF WEST END OF CURB PROPOSED 10' WIDE WATER WD. Lo Lo EU�'A pwm (SF) (EXMIDE (MEASURED FROM (HORIZONTAL DIST. (MEASURED ALONG TS: 201,565 SQ. FT. EQUESTRIAN AND MIDPOINT OF FRONT BETYM TWO LOT LINES, FRONT PROPERTY Ag c 4.STOW DRAIN ILINE)(FT)(4.62 ACRES) EASEMENTXSF) Z1HP ..... i 1;�A BA(X PtXM z ", -1 -1 �);I SMACK)(Fn 4 50. 7T AL 07/26/2018 APN: 0225-111-07-0000 22,256 z IGEI......... ....... ..---------- 25 ?ff 43� ......124.14 ... .....LOT 7 26,510 23,406 213.54 124.14 �7 ----....................---------------__------ ... ...... ..... ....... . ..... ............. II.... ...... ......LOT 8 29s697 26,142 211.87 1144.54 144.39 rA-) lo.00!-- \" - /-, �'? e ..11,...........2 ....29,703 23,021 200.66 f fc LOT 9 145.53 98.59 zip / �j .... ......... LOT 8 71,11 � ��I" IPRIVATE STREET "A" 32s715 232.34 . ......7 — --" 2 CURVE TABLE z PAD_737_0�1 740 . ..... .......,6 , c, /, ! RELEASED DATE 738---/4004 I..... . CALYPIru R L CURVE A 74 on I I ;:.,:-�::��!,-,- ��,TOTAL 274t944 ci 110.95' 1033.00' 06*09'14" A '3 IA\H"-3*24'28" . . .......... . . ................ ......... NDA EA 9 *THE IMPERVIOUS AREA IS CALCULATED BY MAX LOT COVERAGE 0.25 RATIO. NO SEE DETAIL (C-2)C2 48.51' 1033.00' 0 __17 /1 ........C3 26.18' 100.00 15000'00" Ao ____T_ 0 ....... .........-EMENT IMPERVIOUS AREA, ALL IMPERVIOUS AREA IS NEW.20.94' 50.00'C4 23*59'59" ...... 40 CHOOLi C5 70.35' 50.00' 80*37'1 4" LOT 3 VACANT LOT I2.. .........C6 92-00' 50.00' 1061 5'22n fZ N...... .. ......-PAD 737.00 El 50%-' ER 26.18' 1 00-00' ZON E sox ........... .. ... ........C7 15*00'00" 6 * .". ...M N. I............ .........C8 6.62' 22.19' 7254'50" I cl ...... 734�7_31 LINE TABLE ....... --------.............. ........ ........ .........730 C9 13.60' 47.11, 73*27'21" .... ... 732.. . ....... .<clo LINE LENGTH BEARING 2 I" E4A!4.1 O' 15.00' 74*21'27 .......... A U yp 6 Ll 8.31' NOO*6'28"W '1�6 ...... 0 C1 1 10.65' 39.00' 74*21'27" ...... IIC12 5.02' 15.00' 7448'43" L2 25.25' N00901'48"W ..........L3 17.27' S44*26'35"E 0 2 cf 51#37'25" owwwwwoomm i C13 26.12' 1 39.00' — .. . .... rc 0019 0" E CA I...... . ..... . ...... . I15.00' L4 57.52' N1 4*08'40"W C14 op 70*48'43 2 .... ... . ......L5 50.93 L T 7.. .......... ....... ......... IS1 5751'20"W _T 23 1 .46 . ....... IIIC>-, 0-ulk_L6 —T7—.2-8-r- S00025'48ffW� PAD -730'.-00........ ...........736 734 . . ....... .. I732 .......... . . ........ .. .............................. ...................\HP —Mloi 3 7 7i I.. . ... . ....... 2 Ic PRELIMINARY EARTHWORK QUAN7171ES ...... ....... 12t.......... 4 > 00 jCALYeTf S I 2 I49 6 Lo TOTAL VOLUME= 1 6.78 1 14.96 1 MIN.- Ik0i -tf -ijC "j 724.0 p 7 S I t_y lop') 00 M N.c , 4,\6,# F. S OFESS/ U C LOT 5 2 5.0 ci 72 9 jS 1 27,00 od P-AD- 7 io 41141 ci 12 oo, i,'I , — , - I-us H 0....... ........... ci........ ..... --- ------------ __C!VIL OF LIMIT Of 2111A 11115ME_OIBARACAR�,� LT (459) PROPOSED CONTOUR INV..............INVERT ELEVATION CHECM EARTHWORK UTILITY SERVICES: RL..............FLOW LINE WE SPECIAL NOTE: THE QUAN11IIES SHOWN HEREON ARE FOR PERMIT AND BONDING CUT.......... 9,000 CY WATER - RANCHO CUCAMONGA WATER DISTRICT AL BMP COORDINATE: PAD AREA .......... 14-18 PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY QUAN1111ES PRIOR TO START OF 34.143495 H.P..............HIGH POINT 0 sc"GRADING. IMPORT ... 3000 CY FORNIA GAS CO. ....PROPOSED STRUCTURE ........................ FILE ...PAVEMENT AREA 14181001T.DWG .... ..... .EXPORT.. 0 CY ELECTRICAL - SOUTHERN CALIFORNIA EDISON CO. INOTES: TELEPHONE - VERIZON ...FIRE HYDRANT ....................*' HICLE GATE NTH SIDE ACCESS PER CITY STANDARD DRAWING 1 of 3 MONGA FIRE DEPARTMENT ...CATCH BASIN Fc] SUBTT 18012 DRAWING 1006-C SHALL BE INSTALLED ON THE TWO FEEDER SHERIFF RANCHO CUCAMONGA SHERIFF DEPARTMENT ...CUT/MLL TRMSITION TRAIL ENTRANCES ALONG BANYAN, AT THE TIME THE SITE IS j "mmomp-4m CONCEP ril u L RDIN PLN le. ef '4c BANYAN ST ST I-E P_QS�EDE AR—�77� ...PARKWAY DRAIN F] SUBTT 0001 1 DEVELOPED. cm-t ` � � � ' NORTH ' I ' AILS sEu" TIONS A .,ND DE SCALE 1" = 30' 2% MIN 6' HI. z 2% MIN SWALE-\ BLOCK WALL- R/W \ LOT LINE C) w SWALE-\ TRACT BDRY. @ > LIMIT OF . . .............. EXISTING 33' < C) STREET DEDICATION P. uj IM R/W TRACT BDRY. TRACT > BDRY. cn 15.00' PROP. NEW R/W 0 - 0. 0- -----------1 8. -6 EQUESTRIAN 5.00' i 7RAIL EASEMENT ----0. Jv a- —30.00* 11 Le —30.00 t 6' HI. LOT # m 1 1 w # ---- -_ m PAD @2% 2.00 8.00 i&OO 2.00 BLOCK WALL 1 �op LLJ cq z zo wcn Z CONIC. 3" C.F. 6' HI. DRIVEWAY 4" U�, AREA PROP. ui 0. WALL if m LOT BLOCK WALL U?PW RWCE m Q O LINE_\ PROPOSED 30 PROPOSED 0 30, r,,.. 3: 5 .64" z PROPOSED 4' MIN STREET DEDICATION STREET DEDICATION J --------- -- -- ------------------ ---------- --------------- SIDEWALK EX. EDGE OF -------------- EX. A.C. PAVEMENT _j i 2:1 MAX SLOPE 4.00 0'— PAVEMENT —7.50'— Do' I I :/ 5" ---------------- --------------- ------------ -------- 7 -------- ---T---- ------- PARKWAY AREA EX. GRADE 0.50 2% 50, uJ 4L EX. CURB & GUTTER TYPICAL SECTION D-D PROP. SIDEWALK 4 — nwm drawkW and %* mwmpanyl" 2% MIN 6" SWAI F .56" EX. A.C. PAVEMENT 7. 6" 5" pwmbdm to mqulmd by EOL to R/W 66' R/W (BANYAN ST) PROP. SIDEWALK re-use or ropmdwm ftw drawinp TO BE REMOVED "n I: dZ in by drawlr HORIZONTAL SCALE: 1 ®1 0$ PROP. CURB & GUTTER Eg=o%atM if I PROP. A.C. PAVEMENT PROP. CURB & GUTTER be #wIld VERTICAL SCALE: 1 =3 PROP. A.C. PAVEMENT T Ems. TYPICAL LOT FINISHED GRADING Asoockdn In a wrfftn fomud. FOR ILLUSTRATION PURPOSE ONLY N.T.S. TYPICAL SECTION REVISIONS BY AL 6 /1 01 R/W (AMBER LANE) ®1/05/22020 HORIZONTAL SCALE: 1 $)=1 0, VERTICAL SCALE: 1 "=,3' TRACT BOUNDARY 10.00' Typ. - PROPOSED BLOCK WALL PROPOSED DRAINAGE EASEMENT 15.00' PROP. EQUESTRIAN TRAIL EASEMENT SOIL 6" MI PROP. BERM- 0 PAD ELEVATION =lm GRADE N 2% sLooPrEl PAD E ON EX GRADE- 2* r LIMIT OF R/W R/W TRACT BDRY. NEW R/W NON-WOVEN (PERMEABLE) 0.0 CONCRETE PAVING POLYPROPYLENE OOv 000 a- GEOTEXTILE FILTER FABRIC OVER TOP TYPICAL SECTION A-A —30. —30. BO�TED & GASKETED AGGREGATE COMPACTED OF CUDO TM SYSTEM. --a AS REQUIRED. 12,00' 00 18.00' 2.00' RELEASED DATE HORIZONTAL SCALE: 1'=5' MAINTENANCE ACCESS COVERS. r�_GEOGRID BI-AXLE ON "4-) CATCH BAST CONCRETE COLLAR GRAVEL OR SAND. VERTICAL SCALE: 1"=5' :.R UFILTER PER LAN P PER PLAN _c� ---0.50' P _�m 0.50' INV PER FLAN CIJ 4.00t--- PROP. A.C. .50'— -4.0,0' INLET PIPE & PAVEMENT CATCH BASIN J —7.50 77 u- 0 AS REQUIRED 2 PER PLAN. .......... SAND OR CRUSHED 4" INLET-----*4 ROCK BACKFILL. 0.5 b PROP. SIDEWALK 5" 5 PROP. SIDEWALK �\ \ . \ \ \\� \� : \ . N �T PROP. CURB & GL TTER SEE DETAIL OP. CURB & GUTTER 9. 00 Z_ _20 PARTITIONED ON THREE SIDES WITH INLET CUDO 3 D TRACT BOUNDARY 1, OPEN TOP & OPEN TO GPF BOTTOM PER PLAN I 6' MAX BLOCK WALL ROPOSED �, BASKET. EXCAVATION ;2� WATER MAIN GROSS POLLUTANT BASKET ROPOSED CUDO 4 INFILTRATION (GPF). CUDO 4 SYSTEM VARIABLE LINE -BASIN .0' MIN. EQUESTRIAN MIN s 15.00' PROP. 40 OOP TRAIL EASEMENT 2% SLOPE CUDO 4 INFLITRATION ■ 2X gopE NOT TO SCALE c) ROPOSED ..a 001 on > 00 SEWER MAIN 34. M .j T_ PROP. SIDEWALK co TYPICAL SECTION B-B TYPICAL SECTION HORIZONTAL SCALE: 1'=5' Lu >_ VERTICAL SCALE: 1"=5' 60'-R/W (PRIVATE STREET Alf)- _j 0. 0 HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 f=31 WEATHER-PROOF STEEL UJ uJ NON-TRAFFIC GRA ■ P J 4G (n m 4- THK. CONC. W/#4 4" THK. CONC. 964 mC-4 uJ REBAR 0 CORNER ,/-W/#4 REBAR L0 PIPE INLET 0 CORNER FLO-GARD PLUS OVERFLOW OUTLET CATCH BASIN FILTER TO CURB DRAIN LOWLOW OUTLET **�_oVERFLOW FESS/ TRACT BOUNDARY TO INFILTRATfllo INVERT THE uj 45846 A m 10.00' Tw. LOWFLOW INVERT x PROPOSED- PROPOSED BLOCK WALL Af DRAINAGE cm) L 15.00' PROP. EASEMENT FILTERED CATCH BASIN DETAILS OF CAtQS EQUESTRIAN NITS �SOIL ]RAIL EASEMENT BERM n ROP. Lu MIN GRADE SL 3: M 2# u 0 cq j V*, EX GRADE +wi I I z . TYPICAL SECTION SECTION C-C 0 F F 5% MIN. .00, PROP. PAD HORIZONTAL SCALE: 1 =51 VERTICAL SCALE: 1u=59 .� N 6- TYPICAL SECTION FOOTING DRAINAGE HORIZONTAL SCALE: 1'=5' DMWN sy VERTICAL SCALE: 1"=10' CH ECM w Dr DATE 03/22/2017 JW NO. 14-181-001 SOME I$I- I -30 tVvN&AA&ANVVVW0AV~ RE 14181001T.DWG DIAL TWO WORKING DRAWING 2 of 3 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 c A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I � I I NORTH CITY OF RANCHO CUCAMONGA • I �ri5b�,,,-- I, --,-,I'- � ---,-- - -- PRELIMINARY WQMP SITE & DRAINAGE PLAN --- ", -- -7-5-5a- SF 111- // �:� . 111 I I �j --- -,-,-,- .......- I -----� ZONE 1,ER----' - ,,,- , JOIN EX. CURB & NET TOTAL LOT AREA: 201,565 SQ. FT (4.62 ACRES) I j � - ------- -�;,&) - / - j I ;,�-,�f- I GUTTER ON �-: AMBER LN. L RD I BUT FD 2" 11RON PIPE DN 0,90' I ---,-" ----- �' -` / SCALE : 1" = 30' GROSS DRAINAGE AREA (TOTAL DISTURBED AREA): 274,944 SF (6.31 AC) U -1- ....... ,01 -"-I-,-- E11WANDA A/ I '. ------ ' ; U� : - �,!,�,,,��,i -F X, " : 11 - �,�!,�2,0 /...........1... D' ROCK & WRO�IJGHJ IRON FENCE 1�11 �1 , W 4 11 " q.,)',- 11 ,- I , co 16-: 13 r- , , ,, A-21" , -\ � C-� � :'AGGLD R1`E 3344 1 AVE -\- �, . <!-'A", i i 8 1.111, , ., ... 11 1 I ... <�',��,'\.. � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - S - S <�(roi`�- , vb"', - 1, " "i )) OWNER: " - --- - - - - ---- - --- I. ��, -�1111,11, 's , ,"' S � S - S S S S 11 / , S ; �, "' ,\ -" " f"..W� -" I—Ic , I ... ... ......-- -- - - --� ... ...11 . I.....- -� -- -,- .1 , ob , li,311' , � - w - - , "' - - :111., .�. :....... .... .......... I - .-- - - - ......- . Z� . " PREPARED BY. 4 I 11-�- I I , ... ......... ......... ......... ...... , - .....I... 11 I. ......,N�715, - ... ......... -..-- -:��,.,-,. .......... ------ .......... .......� .......... ......... ...�...... .... .". . - - 111%.. .....- -- -.1.1111 .. ........ ... I__ . I -- -�,f).l -'.,-- -..... ......... -....,... ...I... .......... .1-1.1. I--... .......- .K� LLJ - .... -- . , , ......- -.-- ----t4 71-Il-' ....... r� -"-- -i I . � . � , --!41 " -; I/,",\�I I ":, ..i , 'I :....... ...�1111.11- -1 ......... e"N'' -- ", ,-,4;Q ,� �' -I' �- F UAI I I -k 1, ,/ " -- - "I ,-/ 0 11 j -Z; L ,Q,/ ,- -- Mr. CHAO DI SU , ""D .......- �;. ,ill... Ili i-S V " 'I i-�,-/� , , ,, , , � , � , 1 . -(3) "il"1. "I I,,i , I ---"X ; , , I / - , BANYAN T ,, ,� 1:0 I , '�A I --�-� i �'�',, ,,,,,--- ,�f, I ........ -�,Al - - - - ��,C�.-'i�... . - -,;�"""A, . - -�,*) ..,. dft6 ..�:, ..Nw� "-T�� > " , I'�i" - -1 I**. �11 ,-, I I "1�1.(:)()) - - � . ill. EGL ASSOCIATES, INC. . -- -- - -..w---11 - -- 1.. . ...... ........ 1-1-1. �....11 �,i`-, ,- -, -,--,-,- � w 111 -I"\ I �,�.� -, VV "Ill"I � 5239 TEMPLE CITY BLVD. BANYA ST. ---'- - " i , I ` - , " Cn U) I . ......... .. "I" , ---- . "I I ;1 , . I , -- --I "-1 , , -�-, � -��-- -- ----- ......11 MEN001 cf� - '. A -54 �11 i� � -- " i � 11 "', , cl�)'" V JN "I """ "M..... r-,. - I :1 f .1 ,, ,,:, 0�.......--6�-�;Z,J"') "�) -11',-1.�-A ,�,e�) " / . ........ 17.7 E .11111� iwn I.... .�!=� - - < 11819 GOLDRING ROAD, UNIT A 1-: Z < I -- ---- [NE . ,)� - �,� -'� - "'N"' -- ,-D-M- I I �Z.�,U A)l------ I, U ---R1'GHT OF WAY LI I ",,,'�.� ,- �...... ... f - , ....:--_ P� 1%f7h.... � � ""', �;,,,` M .;� -- , .... 1% "I'41-1- , I 1H , I I,��w";, ,,"'. , . - I " ... , I� � 5 " Lj Lj I - 4- , I 1 ,,�5' 1 ....E`�"`4"A I—- - il � HASTA DR. bF-�,,"' TEMPLE CITY, CA 91780 . �,,,,��4-1 �1'1'/ 11 I I r. P. - I I , ",,,,�')Ql� ARCADIA, CA 91006 > > S, -1, I - --;;,- " "7 III. U <-7--�, , I -, I --'-' ' I --,-- .1- ------- �1 T - "" -,-,- I-- --------- TEL: 626-286-5178 w immom 44 qrw , , I-" iP , - -,-a -2 < - ---------- "0111, - "", It , 1, V -- ---__ ---- , 11 ),o -�� (:) I I ...F ,��, nEE:T!E01CA I M '---- I'll I , � - w Z I . " ------- 1 7-11-" ',� � --.-- I-,, I 11 11 "I 41111� I, .. .....11-1-1-1 ----- VON - '�N �,I,--�SII I) , ' OXIMA7ELY 0 -263-3599- �-"-5/0 ", ------- ,--� ,-, "I" .- --, D 7 ,,,,,APPR 77 FAX 626 < �y -,- I '1101 I > ,,4 1"14 - ... I-, \-- - - -,="i�: "-,, - 0 190 1)w 51RttT IMPRO mu� �... , i;��.. L0 ---- ..-,-.,- 'I... ...----- , ' ' 7�4 - i\,\\ - 'i��, -= - - -, � 1, Xb I -,*11�� F'�j CA 1 YP T�j IZZ il -,--- .11' .--,.---, - .� ...... . . < I , -� -- __..v HT-OF-WA _77, U , -,- ,----, 1, KI(; );��P 30`106E 'I----- -- I FAX 626-286-0885 TEL: 626-263-3588 '11'?7x),�- - -bF`,TRACT BOUNDARY TR I 111, I- - .1. -L0 -4, -Dp) .., /ll ,Y - -- , ' " � ", 1E, TO ERWANDA < UTILITY SERVICES: I— i :) - ,,,---, . (O , - -. -.--- -- .- N8 '\111111�: - - - ------,i" IDQEAINE, 11 1 r I-," - w 0 - -.-- -------" ------) ;..---- " -- " 505. 1 8 -- --�-," "' - RANCHO -,qm Z C44 ft,;� - -\ ) te a Cq " )��,----, -, i4r, . - IL20 I / I�L . "" --�---------- . .- lb BENCH MARK: " ANSIVANISM , = 100110 4 --- \ - - - - - - E .-- ".�. - 3�: COCA WATER DISTRICT C0 / I EMEEMM I � I l I ESSIMPMEM - :":1,11I - - - - ,"Mm - - / O'. -- ' ' ...... 111,111.11- 1-1. - &1. / -- �, ,� �` I SAN BERNARDINO COUNTY BM 01117 . /, . 6),,- .1 1-240.3&T�v- �,' y -- F - - � � AMONGA WATER DISTRICT I ---- No ---- IM - C.11!-�1�11) I----- ,--.---,. \ .......- I 1'1,kbl� N ", LINE L ; , ,- *4 � I Ill --"-, -- -... . , , � -� S ,� II 1\ ;, ,I"� , *, ' Ill FORNIA GAS CO.,- ,/// /-" -t"I I 748, ---/ / 1 I (LIMIT 04� TRACT BOUNDAjYj _ 1" ROUND HD. BOLT IN CONCRETE CURB 11Z 0, 1��,; ----' gq�-` 1,1� EX RIGH I Imp � - ---�, -(�"--- - -IM! -- - - I-w - qq* -- /- 4�±E -- - - - - / \-�-- . - - - - - - - - - - _ � I,,� I, � am i // , Z-=r.7 - -== No / 7:::� - " ,�'11 ", - -,M7-\ ............... I" - A -,---. � �, V 1b - I .." �74,4) �' ,� ELECTRICAL - SOUTHERN CALIFORNIA EDISON CO. 't 0 r... \ - �� "I', 01-1 ic., 11 R OF FOOTHILL ",� ^. 1 : ------- ,/ % � i �:: - Atk- 7 t... I" I I.; f ---- --------- 5 0 EUCALYP )" i , 'I , - t" -kro, ,,�y ---��,`--`�� 1-- "" w - ) 40_ E L I i ,, 11 , . ................... .................. ..................� ............ I -, -,-,,s- / . 01� SEEMS "/�A ')��N I...I t. , / I � - rl-- - ----0 /I /, .! I --- I—- '. ,I)CALYF" J, � 1/. 1�% Z I TELEPHONE - VERIZON BLVD & TURNER AVE (NOW HERMOSA), .J r%ft -- 13 TUS/// 7liP -�,,", �3 o - /1--, N, - -, S) 0 1 . 0 ',) 0- -----<>- - -, -- %w �i. 1-11--�" , -- BAMJNE RD. 15 0. I / :. 1-1-- - "Y" ,/ I I, -- 0 -1 4 - I / I . ,(--',CIA , i 0 , 7,0.........1, ,"R'T - 9 , -, lir, "I k - � ,�" ---- , # i ��i / I "'` : �, / " - - `\ , -1 ,� MONGA FIRE DEPARTMENT ON CURB 1' WEST OF WEST END OF CURB N /� r , ��) I Lr) -) -, I C4 � 0 1 1 l/ / I-,,- - - -- - -- , -- - 7- - � / ,7 ' 1 0 �?� Pukk` I I , /, �,; , n --1 ---_ 11-1, �� / -A�,.� , I Teem 1�', .... I ---- 11-1 11---l- 11---- - ; ". 't I k- - ,�,,RIGHT OF WA I SHERIFF - RANCHO CUCAMONGA SHERIFF DEPARTMENT RETURN < ---� (0 I .....�- . -4-I— t,5� I 11 i, -4, / o �,:�. v i / . <-1 �I.I b,?,�, (750) / / Z �,�---I/- - �; , � ; / " , .�;) ---� I/ \ - -- ,-.-.---- -.1-1- - ; ", - ---, 11 I ,�� / �,,/-� -,-,---- . , 1�r- : � I I/ 1 Q� 42) All I In L0 X I",',,, /// // 411.0i" �E U C A L/r,�.. S -- ��,��;�'r 744 �� -1,- /I. �\ ��" / ----, - �"i -, 1 t,��,C�', I VICINITY MAP %V ,I , . 7"- i 74 - -� \::�\- -71 -.-- I I " . �7-�,��11-11 Q T.B.G. 573-H3 I,,- Z 'I,' '11Z ,,�--, :7 N�, ) -!,[t�51 - / LO �. � - . an d - no" 1--, , 1.�F "��M" x1/11, ,I -1 -� d= . - 0 1 r 101 -,--- I/i (�j 1")"--, \ . \ / - ........ -",/ �,, " - =I "- - ,11&6- I I --- / rn) I ,-"--- of EGL ---- "Ill � - -1-1-11 '. 011"lk"i pamicalon Is required by EOL to " k,I - ----- k-- i '� 11 �, ; -1- n L-111- I—' I .. I I ,./A[`i/IDFUS I e-un or reproduce ihow drtMnp ----r1- ------- - --��9) 1/'Jll` -1, ,/Z,-,- --�-��:/-/il "I d� - , - " --,-' - - BMP MAINTENANCE SCHEDULE ".d.. I TABLE B . I:ZZW-d in 11 - . "I drowin .am - ... 9 I� ,--- - 'a Eli , ....1`�--,,, /� � L�� -, -- ",, .........../ "-' 0 f i -- � be=by=*M I; -�, � -- - '11� - A, I rrrr " I 0' EASEMENT FOR Im #N" -- ` I-— -' \ / I -2\ ","" �r- , , 1. I � \ .......... -- -- / " ", --�; V......I..,i ,- T NOIE:------ / 6I 'U(, � I. ) -1 742 ........ : ,�' 11 I , I r ` A BObND AR, /, "'.1 ; 11.11;11- 11 I " Z " - 70 Il k .: '\', RESPONSIBLE Lft I/ ,' Z- 1-1.111- - \ ........... -"-, / "I�� , I'll � I kl/ 1. \1 BMP MINIMUM FREQUENCY OF DRAINAGE AND STORM DRAIN PURPOSES. "%d47jV1d'1"r" =EGL , I - . 6�: -- �71 - _ I—- V.- - " - -�0)) i , "' ,��) ('13 ) - )" '�; v , - ----- ; 4.� ; - , � - ---I--,- i . ------- _ '. .-. ......1-- ---- ......�.......�;11, 1�1111 \ �- - -1 - -- .-. \ / 4'1-),O� - -, I/ -,--,-,- --- PARTY(S) ACTIVITIES REVISIONS BY i / �,I.\ k)I --- I I NON STRUCTURAL SOU CONTROL QMPS / Q-I�� 1 .1......."Irr- -"--..,,, .--- . .---- ............. i I , --"-I- f-7 3B) AL 07/26/2018 � 11 � � : 13CO)" ..�-ALYFTUS �-_-r-- i "I - I Z ". ---I-- , - I 1Z f X /.......... --'a�� . I --� -- 1 .4 ---. -,V "' / [.3-, N1 . EDUCATION FOR I WHEN APPLICABLE N2. ACTIVITY RESTRICTIONS AL 11 05 2ozO 0 1 +1/1 ,// I -- ,Z214.53 I/ / I \ � HOMEOWNER N1. EDUCATION OF PROPERTY OWNERS 04/15/2019 1 I------- � "' EUC.- I y F I I � , . -'A-'\ . I //' 2 I ; ; - I I /- --,,,--- 4 "1 P'Lis I-�` �' ( I . I -,. 10 . " I 7 "I, , i - / 44 Z I I---.,.-- 2 --- ,� / - -1? Q ��---- .--- - PROPERTY OW ERS, -�- --"--1 L , I I Z � I/ -- - Z / . ..... /- - � ") � -�) TENANTS AND OCCUPANTS ANAGEMENT BMPS - . \1 /442 I'll.. ....r 0E, 11 -- -----� ---- -.-- I • 'i ,/, A , 740 - I- - /Iii, I " f�j y,i, N3. LAN -, ,� / 1,!10 I . i, i C-, t'�) to 0,6 / I X-.- ----wC J---Z�� - - - I Q�d //// 1\ /--" (-r!'b�,-, N4. BMP MAINTENANCE -�,I 11 I --It ///-,/ 91.0� --- I,- ----()- r) -- -- I f�07 � - ,j , - ... N3. COMMON AREA , /-/ i 11�1 � I Lt i , "I - X " , 1P i, �,�,, N6. LOCAL WATER QUALITY ORDINANCES I -"Iel� -- go -0 ( "'I" , ,,,,,;�, ; I I 1.y S ,� >';',N; - "I......... 11 - V -- - �' /--"'46). X11, .45-5 � (;-"� '. - �I '- ./, -<>----7Z--O- � I ,----' cyl I � - ----1 -- ---�, ' - /-_�........ �...... ". . I..... -------- --- -- 144 12 - I I- Y .1 , - WEEKLY '-- - --- ----- - 7 - - - A.- / - : ) - 11 - ,-' -� --, --- . ZZ Z / 1111 -�I , ?4" I, -5 / I ,,` ,'�:) I.... ,' --- --�, ASSOCIATION N10. UNIFORM FIRE CODE IMPLEMENTATION �� - I/ .1 I- " -1 ' ' ,- / ,/1 '�, 1��- -11 ' - - / ,` ri i" / " - A " . -f��:::�� --- - L= \ - , - -" RY i . 742 -L-4---p , , - MANAGEMENT ----D-A BOU-NDA /Z ------ '151� !� - - - / 1Z �� I , � -��- - - , ,,,,,- . I ,X � / / __--rw I - -.) 1 740 ,7� /-1, I ),) � - -", - - - -- I C;t4 - I / / \ i 10' / ,/ , " ; I "I ./ / -,,---' - - -- ,- /-/ 1 738 Z I i r. , .. - �, � /1" - "�� ------ STRUCTURAL BMPS WILL BE DESIGNED IN . I . - . � ' ' I A77 ��,- -,-��:� " or--% AM w / go / -.a- /-- I 1�, � /1, 745) / E M a/ ) I ....�.......... 11 // --16)-.- - I - , 1 1� I'll 11 , ' - N4. BMP I ONGOING FINAL EMP MEN BUILDING DESIGNS ARE AVAIL LE - ,�, I . �- I I I ------), ------ I/ ,�............- 1.1.....- ....... .......j ........:Q ............ , I` - i' i� ......�..... 1�1 / A' . ,� ;- I ///I Ems' M A um" w ' OT O'm � / PlI " i && / / /Z;, -, MAINTENANCE ASSOCIATION . ------ I...� - "IV LM / - -1-11... / 0,7 / / 1� I ,/, /� /// , /il, I " - / / \ ,----ci- .11 . I �-0 i , / /'' / POST CONSTRUC11ON STRUCTURE CONIBOL BMP NOTES: _V I ,;�,,i ,/// / i / , � -7 11 ........ / , 1 I / / f "C",��') I i' A. �,,,, ,�11 AMIL ..I- \ 11�'I 1 �/ " f / I �," �� - � 1 4,.. 11 t-, I� Apolk I dift � � - - �"O / "'N , -1, i iij" I I/ .I I .111, ... - , �, --� -, ", �, - - �>) 1// " (I�11 - i--, i-i-- '\ 5,, . - � - "?>�03 / i // - / - I' ... I I / - I , ", ; 11 N6. LOCAL WATER -- --,. ,,,� t'.., L I I "I � I i 11 ; - 04 '. - -, -, " " - I . 1q- All,". , 11 O PROPOSED CUDO 4 INFILTRATION BASIN PER DETAIL I � / I � � , ", -'\', " \ - � � �1' ,".- . 1, , / ,5/6,'\ , ,'�- , I / / , -.11 - - 1 '") �,::: . , -- .- 11 , I/ ONGOING -, -- '02 % --\ - , 736 -- ' - . -V - - I 1"�- \ --- ,�. -11 / - 1-j- / 'r, ��I,- - 11�1 . , , r, "/ ff" 'M 1�1 ') .�, I...C� i ,, , /c,-b' ON SHEET C-2. ""'I CA! I :,; - -, I 'S 5\ 4-4'0 ASSOCIATION r - 0,r 0 I � , �, 1 2 1 / ul- , I // ORDINANCES I ,�, // / 11 .4"..F-U C A 1 )"f)I"i -- "I ,, / f -, k "\2 "" , - --1 11L, 11 - �,,`I ' � ,J / -I--- .11, . ", Z,\/ I/ I Ji 1 `7 4 j ..". --�,� i, ,, z � / /, // f - , " � If , I 11111111 --- % "C', I I " 5 �`,` f fir , ---, ". ;, 111-1- ..........----------I...........-111C�3111 I 1�11��--... --, 111111 ,�,,-,=.... ........---"-=-r...��-=-11-=:1'1'1'...... . 1 ill ,,, , '' - -,,/ ,,, - 1�1 11� , f .,��ill I - ,\,5 � ,// 110 i I - � - " .1 ,�)�,,"11,1, ,,,, - I , ,','�! " / I - ,��, " " ,� i- ,�, 1 71 1 fl"�� / N10. UNIFORM FIRE JANUARY OF .-.-- . - - 11 ; ................... ;. 0"W 111F 2,1 V ,", ------- ,- "-,--"- .:..... ,,,,,!�) ;:�� "' I 1), CATCH BASINS EQUIPPED WITH FLOGARD FILTERS, "'" -___, -1,r - I?- - =-1-1111---- , , ,.rr, ,� "' , I f ': �,&�r (� ' ""/ 11 0117-----O -- - - , PER DETAIL ON SHEET C-2. ....... ,� .7.....-I............. I -\`-, , F.............--- ,, - ' ", I', ,,, 'T ,J1 1 �N- , . , �-, j 411'� , il / J , ,,\, I i.1, "y i��, / \ -.-- .......I— I/ I L\.' / �,I�7 -� ASSOCIATION 'A �11)� N1 , 11 I _ (-- - -11" 1-1 � �"I ! // CODE IMPLEMENTATION - , -'1111 �,,�jj 77 / --2 - ,� -I--,-- 11 C ," , lill , .. ! / � 11-I � ---.-- - - ..-,...-,- -111r -.1-r11- 1116 � -6";, .1 � ,!, , \ It -,� - I I , , I - - .. I 0 - -1-1 -'-'-. 1----� ,f <( 1"), , If - I \-111-1- (y!�-� I I,,y,,z ,Prl i S , /'' i ----@N-- ,,,,, . " . .....-.1-1 --""--"- �"- 232.34 / ...... ,,,,, �511, 1�/ i, 1i \ , I ------- ,�e -- . i,P , ; If ,"' . I I - I zlelll� 734- 11 I / . . I ,41, I /" V i I i 11 11 / , /// 1 I � 11 "I - � � i - "11 Q 0) - // 11 I'll, I/ j I i, EFFICIENT IRRIGATION FIRST DAY ACH OF (-741) .'I I t .- r, --- 16 I -/ � .,�?) . - 11 I-1'1� - -,- I \ I i ; rr -, �j � i -1 I ��', i , ------ N I 111 - 734---z ,h2 1 /L li-I � I q ASSOCIATION , ,.. 1-1- ----- ) ,,, ;, , � 'A L Y F",X,I i - -- Q!-)- . 2.... ,�)) � I- , 1 i , . \ i I .... A I ..... -- "", , i i 11 I - --a-- / - I , -, I I RELEASED DATE .-,..-_ I /) , ,; i . DESIGN. - � 11 .� . �" - "",ii!) I , , i i , i i .1 -- / / 11 -� . - f1l) '), ,& I, I 11.1i ran V , , 1, PTI -0.... ... 0-----------0-/ n - - - �i. -il I "". . , ), I i %.� � i I I �,--i ; , - 't,"I i " I , 1 f . I ��,�/ �,-, �......I - ".. : , 1 - f \ i ; CURVE TABLE (740) ;` .....I- ---, �"11 11 , / V - I UR mr- laft� am ..daft. .(- / () 11 / \"A/i ---------- M I'm win w In M, -w or- 1 ) - MONTHLY & AS CURVE L R A - - / 1k 7 .,- I= / 1-1 I ? ", // E I W� iN , EARLY SPECIAL . ;- � / " -----O-----077=-=r"O-"" , � r I I I C1 110.95' 1033.00' 06*09'1 4" - -- I ` 0 - 1-1-1-- / - /A i i I j If" ff-", ')-U %0 �"---q7, 'I----- --- I'll ---- I , '.. , I 0" f... .... IS - - � : ", � -YPT1U , -"- ' I A' OWS, j (/,-" I ", V 817% , ... / 732 \ A -I - 2 . -1-1 I�1, I 1� INFILTRATION TRENCH ASSOCIATION NEEDED "", I- I I I ...... - i ,- Z k- / E ,�U , CHOOL i' , ; I / ..... , .10", ! f - \Iii I ,e)Q, C2 48.51' 1033.00' 03024'28 .// -, - � ,,,---,,, i r I � i�11- . ; I .-..--- - \,7-3 .........-- . - "I ,-- I-- - - I I 1 I , -1--- VACANT LOT .'\('�,��`. / "-` -�T--��r ; ...... � 11", i I'I� J, *.... . I/ / ( 1/1' " t') ---.-,-" ...... � i Ni i R i`if� I C3 I 26.18' 1 00.00' 15*00'00" N ,'j;� - , -- V,` / I I I 16 11 I : ; , , I It CATCH BASIN FILTERS ANNUALLY I '- --' 23-59'59" ". 6 I 11-A I Ill"11 I S .......... / -� E L 1�C'A L r Y P I F I S I , "I'- ' ,- ,-/ -�... .--- "I 0 i 1 I i ,I I I C4 20.94 60-00 -1 I i I I -- 113-099r- � ; I � ASSOCIATION BEFORE RAINY - // U111) .... I I , Y" ----1.11- --------- -------- I_ -- I , ZONE ER -� - 4(:3 ... -I , J/ I - 1-11... ..I ... I I ....... - / T- " " . ,"", " 1%Aj - --`---� I 1 ,11, 1 i I -- - j-'r-'- j------ - / ." r- I 011 I i f - i I I C5 70.35' 50.00' 804371 4" % ,� . I . -.1-.1.11 11 . __,,,- 71 ,,-11 \--- 734 " o� -, -, . �' ! ! . ,,, � � 3, . _7717 732 -,�: =.,,w==,=,,"3",,,' ' 150 ib�) I, I fi,4 I I If � >- 1, 1 Z I I Ck _ r' .,,,--,- ",-" \ . � I i ,,', 11"I 10 )I C6 92.00' 50.00' 1061 522" : ". 0 -��,�56 : , I I i I 0 < -1 I -` Z() �, :...../,I . . � - 730. 11� i � I < < -- : -\ -----� I/ U ..- -:2L �':- P I I �; � i � - . . C7 26.18' 100.00 , EAl. P-:1 S 11 -- I i I i 15*00,00" . " " ; I " I— " I = - - � -�'I'll 11 - ,,16i' "E�.-.LICA-YPTUIS I 11, , I I i I . I :Z .....�, - I I,,,,, 1-11 � i/ ; / I I i ............ "I I - . """' , I- I : C8 6.62' 22.19' 72*54'50" - - /// ,//1�) / , , 1, 0 " i . K", 1--", (Z-11� <:� � - ... �.......- , lqt I �, --- ,< � 11 i f �- -? 11 �k '. / -,�/, /Z 0:� " 1-11 - - F4,,,, i i i I i C9 13.60' 47.1 1' 73027'21" -,0 k'?), - 0 -1111111111.11ii Ii � [I ----� : ,� `,, I i i i ' -�i -------o / -,; 1, i Table A- DIVIA AREAS �� -,--' I 0 6 0 ,// I I'll, 7 , ", - -- 1 , -i y,.-,)j ) � -1 -------- .t-- - Q7,?�61 Z I /I/ n 1 2 0)" E:I I, L.I T U S ` =81/ I i I Table B- DMA AREAS 4.10 . 127" ---� 0 I � I 74*21 ,// / 11 11 , � I I I - \ - ,--/;" N I yp-rlfl - 1�1, `-�,, jZ-/�9 I ! i .. - ,- _, �-- 4Q)" R)"A I-- (3� i / 11 I i DMA Index 9-LOT 10.65' 39.00' 74021'27" 1 T- ,,, ,I) I...,. � i DIVIA Index STREET . - I ' � I " //-/' -A- 11 ;�-� .11,1111, -11-1 , '\';" ` / '; / � C12 5.02' 15.00' -,( : - I' ' ,- I �5�1 . I 11 �� , ,,�,,,Dl I '-` - "( ' ` I 72E I/ 5 �/, 4 1 , 1 74*48'43" . I-T I ......... - 231.46' ----' / 211� �' '�'?13�;'b ,".?k) A ,E) I C _,,,,__,,. -1,111 ------- '-. .....rr- ,i,'\ ,,,,- . f " / "I J10 I ! i Total DMA Area (sf): 57300.00 Total DIVIA Area (sf): 282440.00 , - . 311; I // ...... ,�'11 A/I , , I 0 11. , 'N' �, ) ,I ,-: � 1- Oft- '. ft- ", - " .... , r, / ,n?),"� ,,, ,"', I / - � ! I - 0 "I ; ,/ !Lo� I � i r C13 26.12 39.00' - 736 /I . / i " - �, Q 1�' / S 51*37'25" " // ; , I I ..", 7 - / I I I ; I I , . ,q��, /' i � I'' 1// I— I, ,�, I � \ 11 ,- t-��i` :�� 734 " I -. " � ,1 I . _,-.r - , " / / / /I I �'i � C14 5.02 15.00 70*48'43" S) \ --�-� I, 1-�' I I ----- V .l X U I , 11 � i -- / " - ,,-1b) ;Ij " - / 11 I -- 732 ......` ,// ..) 111/1 "-,// I I:&, I- ` i / Impervious Area* 57300.00 Impervious Area* - --------� 5 I I I ".� /11// 47N CALYP i , , 70610.00 . r n" I ., I I ----W- W. -....... ----0- I " " i�j 11 11 , , " -� , f I , . ............� ...... i I ) / 1 f� K! .......-- - , . � \HP ��- - � , / I - j//'11 "I'll -111�� 1. I I ", '5,'�� , Imperviousness 1.00 Imperviousness 0.25 0 0 ,S) "I' - a, 779 'i Q I I j 11;1�1, I : / . - , /,+-P.. P � .?;/ I . ,,� ; , � -1. , I / I Z- - 1 -) - , - 1 A , 1 �) ; I .� I- - I ,"n .I �,�� .I -J --- [1\1� 11 11 I I __--- i /-/ :- , , / � ....-I......--\ �-<'. ......... � / I -I 1�/, / �-48 '- ' -� W I , I I i I �,- --�, - "'�7 'I.71, \1 1.11...I-------- I., I / !,,- ") , i i -- -, ....... 11-1-1 I / 11 / Runoff Rc.: 0.89 Runoff Rc.: 0.20 1 1 i i1l"', . - - 11 I I 11 I : 11 / / . / ' I. " " 1 I I: - � \ ,-/I . - , 'I ." " / 1 0.64 1 fi,`�,"'i i b, -, , 2'4, EUCk,i...Yrl` :�', , � I , t,I ....I-- / U ,A1..YPT: "- ---- "- � / --------- ----. -1) - / - i I / / - � � " � I ,"', , , , -h Rainfall Depth (in): 0.64 1-h Rainfall Depth (in): "> ", � ,8.� ---" - /"-,. r / ---, I " , , , " , 1; I / b) "fill Ci Q .�,," %F-i'111 L ,11,� I - I ... ..." , ,, - , ....... 11, � i/ I ------ , � �� , � i, .. -ts 1-- T -11 Z rl- I / I , I I I I I ) / // --,, P6,Mean 6-h 0.95 P6,Mean 6-h 0.95 > r., I r...! . ,,,,,r " , I" I CALYP r I 11 / 2 I ' '' I 'll �� I ", \1"', .r I - /Z 0 011-11 .....~nti. , =) --", 11........ -,�* 11 �p,� 1 I �'11 '-:'i: Precipitations (in): -; ,�'.'5 r11- 1 -,- a. ; ; Precipitations(in): --,-- 11-� �---. �- I - -,, �, ",� ",j� 7 /Z //' --,-- I ,I 11UCM-L.YPTU`S / , '1 I .j T. - I I I 'Iob,c) 11 11 I I--, I ��"b It : ` .,-;i! , (I vr.�), I ,Niw.-5 11-1, - ,v' � -�' i ,1,,.P11 I ,ZH � I . , , i-U-"'�5; lus - =4=�/ r, jj�",�j�rl� 51 f '� , I -1, ,0,-� �Xl 5 �. J 00- , . , ,,` I ,, Drawdown Rate: 48 hours Drawdown Rate: 48 hours WOMEN! -,(Y i ""I �--- " 0 Q 1 72/J� � -*-7-- 21 3.98 \ "I N�l 11,5:15) >- < - I f � '--' i . --- I I— .- -- -----� I "I 111 ) �11 I ') , , \,. %J � -", 1111 1-1 1-11 " I 1111 I -, .S I - I -, �) , Oj - i � :1 i")- , ,/: " , '' �111:�: , �, li"", i�- Capture . Design Capture __ I - - .� �!, '(3"�Y' \ 6 I I JCALYI��' j� '�!' " 1�4( ----- 11 , , , ,� , d , , I � � -�Ir, , Design a -", -,,,,,, �......11 " . ,,, , " ; ,"' - 12" �QAIT)�,;��,' `,J,,,,! ) , , . 11....... __ - � " �, ;�� - I, . A , ., " --- 5, ',if : -, ; � 7972.81 / --� , '. ",)��!! , � ".. ii/P-T U S1 ,," 11 , , .' ' t'.4t, ; J, i i Volume (cf): Volume (cf): - - , I , , i"'t", 'U S / --11 , � i...I� - ;, , 0 ...... �)) -, - 1/-l' 7 I ; I U CALYT 1 7.% 8730.24 -'-` " 11 I ------�) 4, I i% ki�, � T : I �I 11� I i ( y : . , " � I , , - , Q1 1� , 1-J 0 ^ / �� I I ,11 1� I, I - 11�1 I "i -",--/ I ---X�� `i,,.�,,/ IZ4 "I'l-," . - �11, Infiltration Uj >- - 1 1141'. - 7 , � " ....V.."M.......1-^1 I 11 ; Proposed Infiltration Proposed Infi I T ��-" N..,M... ... - � I ,"F� I ; i . . - : I I � CUDO 4 INFILTRATION I -- I� I; i i - 4-%.j V.%J FiL . - � I I ! System System ; . \ 0 .... ...........0 1� 6- -O- �L' '. _1 /I / �,Z, -,/- �� ,,,,-- . I � i ,\ LUDO 4 INFILTRATION ,:� < .3 I , ,A--,, " I ,%\j : /� 1 . 2) 1 0 X Law 0 - , - I W* .1 � . , ... k I I .-- 1-1 -/I'i)) 730 -' (r, / . .Q8 - " if --) � - --- -, "", .--- , ; '1 I / I,--- ----- ." ------ . � � 1 Infiltration Trench 66'(L)X34'(W)X8-(H) @95% = 2 i", I . I o 9) I ", , ,-4 .. .- * ..I- ---_ I 1 a I - I i w -.-,--,. -, , 144-34. I"I - Size CAPACITY Size CAPACITY w - - - I Y.,1�/%,,. , 0.4 1 / 1111- � 11 I 9 , --��.� - 28 , 7\ / -- ��o �- .11, Jo , Infiltration Trench 66'(L)X34'(W)X8'(H) @95% 0 Uj ." � : f a- %I i i ,- I -�'k&Pf I I ; I P .J � a�filp ;1 ��- 49 / f " i< � F�1 -If......U I I ; I Infiltration Trench Infiltration Trench CL4 a Lil.. , C / / 0 S , ,IT, 1i w 1% I "I 0-1;�� 9 / - / /Z 1 i i /- 0) � I ; i 1 1 11UD4+.L+U 9 / -,\ / �, I I Capacity(cf): 17054.40 M 2 I/ -- , if \ Capacity(cf): 964 NOME I `�Ilel,-,ill . / Z 1, o.,`) ----- - 0) C,q UJ .1r)Ili " - . 0) I "I�,)Q�- C> - I . - � 041 �0 .1:11 . 1) a 0 �- col I / , 11 - NX-/ - �� \Ii , : I It,) - - 7 r--I- .S 11 C io�,\L I I I iN\ I / 1Z /�- I 11� , 0 TOTAL DCV = 7972.81 + 8730.24 = 16703.1 CF < 17054.4 CF 11 " ,O , i 'i 'Ki, ', 1 if / �11 11-, 11 ,, , ",�- '' -1US--� /!1,;*T I 11, -;, .1k) :6)/ !" 11 3�:-4) , I I o?� - � ir, P -, � i f I A ,X Z,ZV"0 I I I - �f ;- �� * , 1\ . I �, . 1; -,�I j 11 I ?. I - . "�) I . IV �11,';,P� 1�� : / ��' 1--�-�f 71,a " . i 7�,,��, /I I I 1;" ��1.)(x4111,i 00 III - ---- , ". , - , I Z'� �, -- I� -�,�0) * TOTAL AREA INCLUDE AREA OF STREET IMPROVEMENT OF AMBER STREET 11 I . �r ., ✓ ( I i J'��i, ) " � --� -,� . I. , 11 n -�l J /Z I 'r, I !�';IUCA L YP l U' /, ", � 1E Aj I, ICALYPI,-- ,, TO E"ITWANDA AVE. . V I I - , ", p I . , I ; , I �) I , " � ; ,// � . ". I �!! : .I , ��/ C".) ,. :.��, ,q�,,,,i X-11: 1 I I - ,f� 4,�&�,, ; I N 1� /. / r . :�,�, ; - ,i) I /Z �,\ -, -- f :?., 11. CALYI- yUS ' - �, , * TYPICAL 25% IMPERVIOUSNESS ASSUMED, , - - I 1\ I . - --l- , , -1 �, � - � """ V I i I I/-" ,�,()FESS/0/ -- - -..,-,--- 0) t�5- EUCALYPTUS ---I .., `�/ 'I 7,9 I /-�2?,) � , "I, //,I," 1%. Z -� C - / /' -, I -\ --�� / - -, ..------- C?�-- Q d-1101' ",�) - 1\\1-\1-.1-../!- "I""',l - ...,.11, � i d/Io�v- X, WILL BE UPDATED IN FINAL WQMP WHEN BUILDING PLAN IS AVAILABLE. - '---- ), C1 I - I \\ � Q�l - -.----- -1 -, 7 1 I/ A // �- o,b) I�)�--,, X I � - 61 ---- ---- I . .7 // ,/ � � I`1I- -------� ------ 6 \ n',k0l - -,--- I - 1, (D � .-.------,- /_1 Q . .......�..... . � �%.N " ---�- / LLLL ,// ..I LU 4584 1-4 A -- 1 "-,14 - -1 -�- � ` W M M ,--4,1-� , . � i '1� ;0 /,/ t,'f A i-:-Y("1 U S I ` f 'I ,>p,V'i- - C --3- '/ , I ,I 0 -\k", I - .- - 14 /;�,� q I Q! / I , ,�q ,X, ", ✓ -,.- 'r- I � "I , I I -� --- , \� � --�, / / t I /-�- I-,' k, 1�r � 4 6) / b t1l) ill;lil I ,C�li �� rcivilL- 11 � 11 ,,-- I 11 ) ,/ C40) &>, � I....."I ...... ....... -- - .... , i I/ \A/]P-Qi , 1 722 -,-, ��- -�- , - I I -- i . - , ............. - , ,; - . ............ ---*- -... ,/ 11 -� 1�1-��,��1 4 , V�,-, ,,-- I, ----- / -----, ��,I C / 1/, -- , ---/ -�, ,11\- , OF L , -11 L, 11 - - - Q; \� c" I - / - .1/ �/,t�,\'��L --,�- -'�- - 1-111,, - i , �:��-- --__ - � I-< \ ,� " 7, ,� ,---" = , - ,2,I.in4) of )NA'f LINr- '- -- -1 , ,, ,) \1 I ,1 1 - / -......- --RIGIAT / i � - k", - ,1\1 '. , ),EX. ELECTRICAL "��I\,)"-, 11 I" rT N -� . .......,- 2 , ,�.....--" - I ,,,f2 :1 I-- - - LIMIT OF ACT BOUt4 - , � " I ------- .---,. ----*� 1 ,Au-71-1- / . I I ;5�" I-- ,--i " . Ill .1 �AT - .-,.--,. , , " - --� - I !, , * I ), I - , fy y�-P,,� U i == w\--.--- --/ - ,�. I P "I., I Z,, I --- - -Z I - I: : : i ......-.J,�.-.D......... -- � ��\ I ....... i-i I , 9 - � -- ' 'I , Z C" RB i-CONTFINUING IS . I'll � !�-2-: -- e - E I,W r: � ; k� i I r D -- - I— V I " I E BY DIR'T w ,,-- �� . - i -- .1 0 �-'�- -8 9 S) � ; ) CONVIERD ::�-:t/ I 1 -- , ��- - t� 4' C - LOT INFOMA77ON TABLE I / I - -I.,? ) .-I. - --- . I \ "I . 11 - ,I - � 7r, I - - ----W- .........- - .�,141 . M71W , / , - �) I) , 1!!551� k-1 " , - ---: - I FI; f�11\16--� 11 � I 7S�) - I / t il '�-- -- -in \-/j! \,.�.......I 11, -,. "I I,' - ;/ , -�, 11 : -� .. 1� - -- k, 6 I t 6 ---.a- It f, - . �� -- ��iNa� -/ ...... V =:::z i=� :ii=ii � � � � � �I -, - - . -t( --- ------- .. ---- � I , I I � k JRB &V -6ma /1-- 1\ / I , I -.... P�,i I I �, li�,, I j AREA DIMENSIONS . i t- - ...... '<1 �)1111 1, ....... ,!'.'�3-1"...k. -1 � I B - 10 I I ...C .," �,�,3` - - A —.; - "i, - \, \ ' i I" ", U ,) TO REMAI ,\� -�� , ,,, -1 ; II�\�l "i\V, i , I " j (Z 11 4) 1 f 117 1) I� \,�\ I (��, X. LI GH. T � . �7t' f " ) - ...... LEGEND: ...4 - (125 or ,7-- 11 - '� !-I , , w i�-11\i *� i w w I 0 Poo +-0 ;0% �,) - -TS.........1 i.. = , � , . ,i� -j \1 DROP IN5 - (EXCLUDE ---� /-%-" , w . �/ �0 I ," , ...E /4611.3)...-EXISTING EI,,EVATION - LO I,,,-. , -, ,�� - & -EAST-E - \ EQUESTRIAN AND MIDPOINT OF FRONT BETWEEN TWO LOT LINES, FRONT PROPERTY k ; - '�j T LINE w4w �-! 0"I", S 3 /-/ � - X. ff I I f1% E EX. POWER POLE\ ' - (SF) (MEASURED FROM (Hor4zoNTAL DisT. (MEASURED ALONG e A , -,-I .. .. . EX. STREET LIGHT ��-- \lq ----- - - I- (3) LINES RUN EASTERLY A�)) STORM DRAIN PL TO MIDPOINT OF MEASURE ALONG FRONT LINE)(FT) 460.0.......PROPOSED ELEVATION EX ..............EXISTING -� 11 5� � ,;; AL�- - STORM DRAIN 4i CC LINES RUNS WESTERLY - STIVI - - , �, 0 - - , , - L )"" ��- t S-1 Nt- - EASEMEN1XSF) BACK PL)(FT) - "o , , �, M --" I - "' , , , - §M&CKM - I - , 1�z 15P I i INV...............INVERT ELEVATION 00 ZN " , 5. ..... -t7 � - ""`-`- ,'f-A 1� LOT 1 526 233.19 117.53 70.35 (459) PROPOSED CONTOUR I , � -� 'I ,✓ , I ��,q�, , -,,'.'�---.-`. ,.i= == -,--,-.,=- = --- � - g = = =N , " I - - - '<-.:.. I�, ,ii;'k�, i . I ; � . ,\ , I"i LLI 10 - , -- =., E , ,� -, I � , , - - I . - ,;,;'e=,:. ,t,\,Q=,kj6,,Qix:7V ,I " I .- �, I I, T.0..............TOP OF CURB = tn 11 ... �. �,�....... == - .=;,= 7,;� -�. " --,,, �< f,�`?, i� 113.21 112.95 ,I I V. . 1.a-;,- : - - I AF I -A tn - S-' S - , . - , 1\1�i;,�.�q�k7� �!7111.77 : , i-� - S ��, S�,, - -� ( ,,,, (A- �11111 61 "" ., .�7-','-D ,*�.......I_',- " ,�%:��- === � , ,� ,�, � , - � a ',�'i , 111\11,I - ,L---%-, I), Ltj�Q -"�)0",- "r TM , " i5 ; i ;nQOIM,1�0�, I ....)`��kls" ,Q I � , -i"A I _wm k4l, 1 i�� \� \:J-0", - o\C,--�f1,,-'I I- R�'O� I,il , , /,-y- , T 2 2 222.35 a. ........DRAINAGE PATTERN U ,F,* 11 - ,4�r,�,1 " o�", -C-1 1� - 1; , I en "? ;F - \C� --'- ''(W1 -1, -1 ) 9 LOT 4,749 21,980 --s , "Z� = C� . ------ S . =�ivi '!-, ;X j-, 1(M5; 1 =` - (� i"S--j', � .1 I - i, w'l,�-� �, "'!"�\,, , , - F.L...............FLOW LINE � .es 77-��;4;- - �� ,� 'Ik- , , ... I ,I ,j" � - - - ST0 , �5 TG ..............TOP GRATE --- � � �-- = ,::..,. '\,(�V, I - - - STM -,;aA,�, -111, -�-I""')�,,,�,-� � - S - S - "-- 1, � ----Ixl -,- . , ,,- , ' ' . , I------ ---- 14J, , i;r,, .. , - -S-TP-1--r-- STM ,� �;i, --C-�)-- EXISTING CONTOUR --:7'', .- - -,.-- - --ZrSTM V-,�- IZ� == ..`�. - X. WATER MAIN -� STM S ix-M; --, �I , ,�,V;F-- ... -,I,*),*' '. -�......... - 14-�,Ie;" 7- - -- Q bli, , � `...� ,0�, , 1 , I , ;r-im , -, 'Ill. --------� r--�f- 3WM P S � ,57 , o','�:-r;-- \N *LU I ST i ` -t115" , ----� CX at- ------ ii,iii5qi�--- - ,-�,,�- �-�,\" i I IfIr I � ;I�� - � X. ��"', - !I,. Ili " �-�) "o -- I-- _-, , ��,�11,�,�','��, ,�, -o... ........SHEET FLOW PATTERN RG..............FINISH GRADE en 1-Z ---s - -- �I ,,w �G I - � ,Oj CL�EX. CA"' I i B A S;N'��"�' , I\', � <"C'• --�,< , , 65 22t 1.90 110.67 110.67 " U ,,Z, , � ") i` �,, \, , SEWER VA,�i \, ; I d �, ",'I , -, �- - 1-1 .- - - � , , , '' , 11 , ,,� l)�), I � 11- f "\�, - . � S ') &E �) �4w�l , ,�,;--11 ,\N - � w , , , iiiiiii � f ,,� - J� - 1 5,6 ,� ; ��6 il'' ,� �-w 7� S " I'1�1`1` -1 I i , f � " L. '�� , 11- =----L � �i� " � --� -------� ST 1i , - - i- VACANT LOT 0 ---\"�� k ',��.",'�',,�,, I I I 11-W I .,I.... R&.............FINISH SURFACE 0 ( ---7� �k'r i-!a - - i 0 - , - , . ,/ STING STRUCTURE " ----� j. � � fIj C,"I" � ,,,i��, ,� ,i\- \\ i �a "D -� ',. , ,, "- --� � , . - lew " 1�,�- '" ' ` . LOT 4 2214 016 97.15 97.15 04 - �i=i- , L,- - -------- - �m S ,-. �iioi. - �T!-,rk. --i tj � ,, �,�,'�. : 1/ ,� 51 209 �� .m - S-�M CX llz/� 231.08 H.P..............HIGH POINT - 1-- :_ - ....... of I ",IbP) �, !A �;",) ��Ii I - ,,,� .46 -1 , - L- --,C"�-, 1-1 ,11 � I , r OR ..* '*.Z , ; a `,, .'I ....PROPOSED STRUCTURE I ---== �- - - iii"', \- , , -U " I Ic -"` s: V - " ,273 2 (Nm;� C', V ,-., - T LOT 5 28 12322 224.64 125.76 127.49 [:] ...CATCH BASIN r.� 0 .. I ', i , . 'N�,. M-\1 , �.-�, .. � ) 00 Cd 4 X Of-,111V� )., I! f-�C,,4��)-� ,11 V ...FIRE HYDRANT " w 0 ��,�c- - , I , , ii III, LOT 6 28,309 22,256 208.47 142.34 142.94 � 000010111 ...PARKWAY DRAIN I - . , 11 �, i , ,?,A W I- - ;N,bl, '..i -it E-* P&O �0 , - 'I �- -1N ,��- � LOT 7 26t5l 0 23,406 213.54 124.14 124.14 ...LIMIT OF DMA AREAS , I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I,F11 "I 1,11 LOT 8 29,697 26,142 211.87 144.54 144.39 MVM Sy I I - I / LINE TABLE '111 -,),) ,� LOT 9 29,703 23,021 200.66 1145.53 . 98.59 1 CHEGM w I LINE LENGTH BEARING ?, '.4", - PRIVATE STREET "A" 32,715 - - --;�-j DAM 03/22/2017 - L1 8.31' N0006'28"W A M NO. 14-181-001 L2 25.25' N00#01'48"W EASEMENT 1 409664 C= SCAE I 9=w - - L3 17.27' S44*26'35"E TOTAL 1 27499441 1 AA&AA&AA&NAA&N%A&V~ AM NOAAWM HLE 14181001T.DWG L4 57.52' N1 4008,40--"--W------ DIAL .DRAWING 3 Of 3 E L5 50.93'- 915051'207- dk *THE IMPERVIOUS AREA IS CALCULATED BY MAX LOT COVERAGE 0.25 RATIO. NO BEFORF I ':TLER:RD:-::] : I -I I 1.1 U IC � 01 '� 14� �� ;Ij -,- R Rn,R - ' "' - r.*0�-- , w"" ), , I , R - M -', ,C ,, , X � 'I'm n � - -- 1NE- -Y=� L�o)-� I--��\fll\,\, , , ) � - , /, I , " '� 4� --�D� ,// I ." S :,�)) (17 QJ \ Y�/ 1-1-1�)� �� r-- k I I L6 1 67.28-T-I S00'25 48 W REMOVAL AND REPLACEMENT IMPERVIOUS AREA, ALL IMPERVIOUS AREA IS NEW. . YOU DIG I T❑LL FREE 1-800-422-4133A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT k1 We 05 -1, NORTH AMBER LN, BUTLER RD. v J SITE ►¢ L H Jff BANYA ST.a W SCALE : 1" = 30' A Z H Y z O ■ Q Q 0 r3 W -75 210 > 2" IRON PIPE DN o.so' II EX. 53 TREES TO BE REMOVED BETWEEN > Z Q �, TAGGED RCE 7344 (I �,_._- --�- ROW AND CENTERLINE OF AMBER LANE. II �I EX. 5' ROCK & WROUGHT IRON FENCE I) Z Q X_SEWERMAIN — = J O }■ ■► Lo BASELINERD. 1rj _ _ _ _ _ _ _ _ _ _ — I--I - - - - s- - - - - - - - s - -ems - - - - s - - - - - s=- - - - - S _ ��s — S - - - - -5 - - - - -5 - - - - s s _ _ s s s S s s s N = Z NORTH _ W W3 50 EUCALYPTUS X. WCE OF PAVEMENT W X. WATER MAIN W — - - - - - - - - - - - -' - - - - - - — - - - — — — — — U Q C4 NOT TO SCALE - - - - - - - - - - - - - - - - -� o1� 7 - . _ _ /� _ _ _ _ _ _ _ _ _ _ _ p 60 UCALYP JS FE VICINITY MAP ® �55>i- I 1 - - - - - - - - - - - - - - - - - - - ' . . �� 'C�'1� �� \ \ AMB NE ONNECT TO EX.WATER MAIN T.B.G. 573-H3 _ 15" EUCALYPTUS i ` \ j x J `I / O �, Z 40" E�C YPTUS "&0 EUCAI TUS PROP. 30 WD' �\ — 60" V�� @LbtDICATION / — o \ l/ w CL BENCH MARK: �� \ "' \ '-� ,._, C'44 SAN BERNARDINO COUNTY BM 01117 ° ' / RI E LiNE APPRO MA�O' p C� r W Q " N 8 9 3 4 2 0 W 505. 18 FULL-STREET tVEMENT TO EIIWANDA 1 ROUND HD. BOLT IN CONCRETE CURB RIGHT OF WAY LINE y 1 a AT SOUTH/WEST CORNER OF FOOTHILL � 1 I BLVD & TURNER AVE NOW HERMOSA , I _ RIGHT OF WAY LINE _ _ _ _ _ (LIMIT OF TRACT BOUNDARY) T arm 1 EX RIGHT OF WAY r ... arowtno. and +n. .o J LIMIT OF TRACT BOUNDARY ' pa dad-i► e q ice. w ( ) 60" EUCALYPTUS ( M �,�� ON CURB 1 WEST OF WEST END OF CURB' ( 30" EUCALYPTUS FRONT"SE�TBACKDTUS 60" UCALYPTUS / -`Z n-um or emu• +M» d�� RETURN N '� 7" �` UNE aid .p.aHh°Moen . adhod In � 60" Euc YPTUS FRONT SETBACK �/ -- \ \1 "�°'' '• �"'�'°" °°"""' ( 30" EUCALYPTUS 1 PUBLIC b. tad f =In ."LIN + NOTES: -�_ _ (750) LOT 1 1 �(� ( '� ( I RIGHT OF WAY ( dro.,�e� �.wt != � E� / ' �— � � \ L, � \ /� � � I Awo°I°iw � ° nrllfa� fonnaF. ZONE: ER (PRESENT) I \\ , _ In ZONE: VL PROPOSED - Lf� I 1 40' EUCALYPTUS ALYPTUS �--- ( � 745 \ / 1 I I (PROPOSED) 26,872 SQ■ FT PREVISIONS BY N 0. OF EX. LOTS: 1 '� / \ \ 1 ( I AL 12 16 2020 N0. OF PROP. LOTS: 9 ( �� / 1 \ o CALYPTUS I /.- --� LOT 9 30' EUCALYPTU GROSS AREA OF TOTAL LOTS: 242,228 SQ. I ' / \ ' \ 1 FT. (5.56 ACRES) I IGHT OF 29,703 SQ.FT �� I �( I ' NET AREA OF TOTAL LOTS: 201,565 SQ. FT. I WAY UNE S (4.62 ACRES) I LOT LINE o ' o SEWERAGE DISPOSAL: BY GRAVITY SEWER I a N Z / 30" UCALYPTUS / � ¢ IGHT OF WAY LINE 1 ` PIPES TO STREET MAIN. -�` v� 24" EUCALYPTUS I O THE PROJECT SITE IS NOT LOCATED IN A I ` I �� POTENTIALLY DANGEROUS AREA. ( / L OT LINE I I S s ROUGH GRADING PROPOSED, NO BUILDING I I ( 1 DESIGNS AVAILABLE / 11' WATER/ �_ ------- 16" EUCALYPTU RIGHT �F WAY LINE COMMON PLAN OF DEVELOPMENT OR SALE LOT 2 SEWER APN: 0225-111-07-0000JV ( SE ARAl10N 20� Eu LYPTus / ` I �- � I 24,749 SQ. FT QFRONT SETBACK OWNER: PREPARED BY: / � �uNE Mr. CHAO DI SU EGL ASSOCIATES, INC. I I I cr 5239 TEMPLE CITY BLVD. 11819 GOLDRING ROAD UNIT A so" EucALPTus o TEMPLE CITY, CA 91780 ARCADIA, CA 91006 Ilk1 24' UCALYPTUS I TEL: 626-286-5178 TEL: 626-263-3588 EKE .25 EES I I— RELEASED DATE FAX: 626-286-0885 FAX: 626-263-3599 -� 29,697 SQ. FT 15.00 I LOT LINE I 1 � I ( __� (4 16" UCALYPTUS 6q E CALYPT 1 EARTHWORK UTILITY SERVICES: IG AY LINE 1 CALYPTUS CUT........... 9,000 CY WATER - RANCHO CUCAMONGA WATER DISTRICT ( �a HT e I � / RIGHT OF WAY UNE � E TI A D A EARLY FILL.......... 12,000 CY SEWER - RANCHO CUCAMONGA WATER DISTRICT I _� 60" EUCALYPTUS FRONT SETBACK ( �' IMPORT ... 3000 CY GAS - SOUTHERN CALIFORNIA GAS CO. �740) _�__- /i �� LINE / EXPORT... 0 CY ELECTRICAL - SOUTHERN CALIFORNIA EDISON CO. I \i I SP Cl L EDUCATION TELEPHONE - VERIZON I 1 FRONT SETBACK 1 ( I FIRE - RANCHO CUCAMONGA FIRE DEPARTMENT I y/� � 4�E CALY �E JC O L LOT 3 �— I I LOT LINE ZONE ER SHERIFF - RANCHO CUCAMONGA SHERIFF DEPARTMENT I 4�O -�ALYPTUS I I (n s 16" EUCALYPTUS 25,665 SQ.FT 0w — ^Mo CONSTRUCTION NOTES: I I I I I I 24" EUCAL PTU Q 1 1 � \ 16" EUCALYPTUS I SPECIAL NOTE: THE QUANTITIES SHOWN HEREON ARE FOR PERMIT AND BONDING I / /— 71 �' < 1 EXISTING TREE TO BE REMOVED. ( � '� __-_� ¢ o PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY QUANTITIES PRIOR TO START OF I 1 - —"� — 20" Euc�LYPTus f GRADING. I / I �"- o m I LOT LINE 0\40" EU ALYPT LOTI NOTE: I � � = I ,� 26,510 SQ. FT I o o RIGHT OF WAY LINE S O w Z FRONT SETBACK 16" EUCALYPTUS 1 > > 1` � n / NE o I TOTAL 158 EX. POOR CONDITION TREES TO BE I I I 0 m REMOVED PER TREE REPORT RECOMMENDATION. obi' 4C EjUALYPT S IGHT OF WAY UNE I I I"- 24" EU*LYPUS I FRONT SETBACK ¢ O I LOT 4 UNE I . mF U, 0 ua >- � � I ( ^N p -i I-- Q E CALYJUS o Q � 22451SQ.FT I � W w a N LOT LINE I 0" EUCALYPTUS I I W w 0" EUCALYP S S YPTUS 5 UCALYPT \ IW J 12" EUCA Y JIJ U6 US \1.(") 60" EUC LY C JS �50 EUCALYPTL �-- " EUCALYPTUS • CDa _ LOT LINE 1 I M N LU -71 \ IGHT F WAY LINE py ~ EX. 39 TREES IN ROW ONT SETBACK I I I TO BE I REMOVED. NE OFESS/ ( 1 I LOT 6 4 ' EUCALYPTUS �oQR oyq` EUCALYPTUS I / I I 0) w � M6 z m a m (73p� I LOT5 18" EUCALYPTU 28,309SQY-T-60"\ CALYPTUS 1 • • I I -- 4 t EUC LYP US 1( �� \\ V Cl IL io¢ -__ / 1 28�273SQX4TEUCALY�T V 1 0 ¢ \ /� CALYPTUS9TFOFu- uj m CAUFR I v 1 � �` � �\ � — 16' EUCALYP�S � EUCALYPTUS w Z u /� I N¢ I �� W¢N W 2 m � o �� UCALYPTU / 3== G Mi I I 0 �' wo owzLL, HT LINE wY�� O � z I U N 53 w a N EUC LYPTUS ¢ a ¢ CL l I � °" 3 � X. GUY WIREr� � � J_ ° -� I '` Yw RIGHT OF WAY LINE _ 1 — i FX. ELECTRICAL 0 z �' oc BOUNDARY *� V TRACT —_ W i VAULT 0 ( � o o LIMIT OF , 0 ^a� u- / o Q EX. CURB CONTINUING IS 0 ?kALYPTUS8 9 2 8 W _ 2_3 6 . V CONVERED BY DIRT 0 � G0 e ° °\� C1 4 —� — 00 tn 5 — _ _ —M X. STREET LIGHT RIGHT OF AY LINE W $,, N �2 °251 - - - - — W W ® W "� c� S83 4 — — _ — W EX. POWER POLE: EX. DROP INLET -777M EX. POWER POLE: 0 ^ _ EX. STREET L� W — 3 LINES RUN SOUTHERLY ES RUN EASTERLY .ems ty — — X. STO M DRAIN (,3) LINES RUN WESTERLY ST� _ W C STM 3 LINES RUN EASTERLY STM STII``i�l STM S 7� X WATER MAIN — STREET ---- STM STM — — — — — — -\ S S U a gp,NSYAN S STM S — _ — = 5— = = = _ _ _ _ = 5 = = = = = 5= = = = = __ _ _ == = = = = 7 = :1 3 �" w _ - _ - PROP. SEWER _--- — I // — _,______- ST _ —_ .,.... _ — — �X. SEWER MAIN ANHOLE EX. CATCH BASIN � DRAWN AL �..�- STM_ =-�_ - -_ - -- - - - - - — HJ ST M — CHECKED (l DATE 12/12/2018 �� II JOB No. 14-181-001 SCALE 1°-301 NOTES: I ME 14181001T.DWG DRC 2016-00730 A VEHICLE GATE WITH SIDE ACCESS PER CITY STANDARD DRAWING 1 0f 1 REE REMOVAL PLAN SUBT 18012 DRAWING 1006-C SHALL BE INSTALLED ON THE TWO FEEDER SUBT 00011 TRAIL ENTRANCES ALONG BANYAN, AT THE TIME THE SITE IS TR-1 DEVELOPED. f NORTH Master Plan N.T.S n ❑ ❑ F_ 0 L L F __1 o ❑ ❑ r—r' _ co N BEND CT L - -_j �' -- -� ❑ 0 QV ❑ za I— w m Z < iFr••• drawing• and ilr• aoaompanN •p•alfto nYallon• an •xolu•Iv prop•rIr> I � of Ea.M.•otaa•. Ana. wrn►■, O•rmlwtorr b r•galrad M EOl 1e r•-u•• er r•nr•duw Zhu. drawh,p. \ whel• ar� o, rn•Thod In pa rlihn .nw t b ngairad M 1M=I • aea is N• n••d by otter thon E�A••oolat••. -- Ina Anp 4u•dbn d from "We drowl np• dauldb dire• dlrool•d b EOI. Auodatu In a wrflhn format. REVISIONS BY EA 07/01/2016 AMBER LANE SY 12/12/2016 sw 11 27 2017 AL 11 18 2019 AL 12 15 2020 TENTATIVE TRACT. — PROPOSED -LOT RESIDENTIAL SUB IVISION RELEASED DATE � � I I m C ❑ CURRENT ZO ING: ER _ I PROPOSEDJ F_ — I D ZONIN L -1 z F-1 12774 BANYAN � —F � D U I ETIWANDA, CA L - - - � � m v 71 U) APN: 0225— 11 — 7-0000 co o o J � � J o o 7 -' > coJ 1 r*_ L L — a� -1- g AN Y AN ST I— Q ti F_ 7 a I 1' �-+ J H Go < a 5 ol o m I c>c ASPEN MEADOWS CT 0 z -� m F - V N W a c� � � F- oEll c F L °or -1 LEGEND , 0 F —1 0 L I-o I I F cn Lj_ r- 0 ❑ ❑ L ❑ F � ►— PROPERTY SITE ' I1 ❑ f0 F,oFESs/� Lo N9l �LNG-C/q F2 �- - EXISTING BUILDING I� � 6 Gym L - u L CIVIL vj j sT�TF OF CAUF��\ LOT LINE c� � V � C0�1 MM • u N N DRAWN jy CHECKED Hi DATE 07/10/14 JOB No. 14-181-001 SCALE 1•=100' FlLE DRAWING 1 Of 1 MP-1 NORTH FD 2" IRON PIPE DN 0.90' TAGGED RCE 7344 SCALE 1 30' 5 _Zr-EX. 5' ROCK & WROUGHT IRON FENCE z ��X. SEWER_AWN - - - - - - - - - -- OWNER: PREPARED BY: 0 W U > t� TLER RD, AMBER BLI - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Mr. CHAO DI SU EGL ASSOCIATES, INC. 9 LN. 11 �50"' EUCALYPTUS EO ,,r . A�TF_f 7A TN, - - - - - - -_EX-fVGE_0F eVEM, C) .500) 'lip 60 �.EV,&)A,7LYP 5239 TEMPLE CITY BLVD. 11819 GOLDRING ROAD, UNIT A Q SITE z - - - - - - - - - - - - - - - - 0 __/_ <�I_ Lj ARCADIA, CA 91006 < 3e UCALYPTUS 0" EUCALY k 7-- �A�CNNECTlt C� > 7-11Sj) <i TEMPLE C�ITY, CA 91780 > A, A-b.61D( TEL: 626-263-3588 0 IN DIAMETER- _,� TEL: 626-286-5178 > 15" EUCALYPTUS OF 501 EUCALYPTUS TREES FROM 15"-Al FAX: 626-286-0885 FAX: 626-263-3599 =EX.-Rft A,_ I'US PROP. 3lr'WIDE BANYAN ST. BANYAN ST,--� "Eu CLA�i�;� I->� M2 < I 40" 60" '15 ICA TION 4L_ yn� ki 5 U Lj Li IJK. In > > SHAST < _ TA DR. C4 UTILITY SERVICES: Uj < _ z Lv _N 89 a3 4/�2 0 W 5 0-5. 14b) WATER - RANCHO CUCAMONGA WATER DISTRICT _j �/�ALT IUZD 7x":` .... ......... ....... SEWER - RANCHO CUCAMONGA WATER DISTRICT ..%. I......... ............ . . ... . ................... ...... . .... .. ........... .......... ...... ............... .......... ............. ............. X- . .. ...... .. ........... ................... . ..... .... ............ ... ..............L...... ... ..... ............. .. ....... ........... ........... .. .... ........ GAS SOUTHERN CALIFORNIA GAS CO. a IN ................... ..... .......... .............. ...... ......... . ........ .. vl..*.�. , . . . . .... 611- .... ..... . ''��12','��' �! --- -1 z . .......... . .... .. ...................................... ........... .......... ............... uEla) ............ :%��: :.. .......... .............. ........ ............. ............... 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VERIZON =j . ....... . . .......... ... ........... ....... ....... ..... ... �.11-�.-.-,�:�,,�.-.-.-.,.-.-.�l-.-.-.�-.-.-�.-%".".. _ .*��4 - I.-I....W........................ TELEPHONE x. ....... .......... ............ .......... .............. ........... .................................... ............ ............. ........... ... ........ ....................................... ............................. ........... ...................... . ... . ........................ ........ ............. 431_--' ........... ... ......... ...1. A�":e ........... .... . ......, ........... .... .......... :11.��_ : " , - . . I............ .............. ........... ................ ... ..... ..... ...... .............. .......... ................................. ..... . ..... .......... .......... W., .... .. ........ . .... ..... ........ ... .............. ................ ;z1:4;i .............................. ............... ........... ........... ...... ...... ................... ................... ....... . ..... Ll SHERIFF RANCHO CUCAMONGA SHERIFF DEPARTMENT ................... ...................... ............ ............. ...... .. ................ .......... .............. ......... ............. . . ........ .............................. , .... ..7 , , ....... ..... ........... ........................................ Visa .... ............. FIRE RANCHO CUCAMONGA FIRE DEPARTMENT �j ........... .......... ... ........... ... ... .. .. .. .......... . ... Q6 ................. ........... ......................................... .................... .......... .. ............................... ................... ........ (750 . ...... ... .... ....... 4. ....... ........................ ........ .... .................. .............................................. . ..... ........... BAS ................. ........... .. . ........................... ........ ... ........ ...... . .... . ......... . ............. ... . .......... fuAl" .. ........ ......... ..... ............ XXXXXXX� In X ELINE RD, ... .. . .. ............ ... . ...... .... .. ............ ............................ ....... .............. ... .......... ................... .................................... .................. . .................. These drawings and the accompanying ........ ... ... ....... ............... . ......... 4' ...................................................................................... .............. .................................... 0 EARTHWORK ............................. .......... ............ ... . . . .......... ..... ............... ................. ........... . ........ . .......... .......... ... .... ..... ... x"'., ............................................ ..................... ... specifications are exclusive property ............ ........... ........... ............. .............. ........ ........ ............ NORTH EOL Assoclal Inc. Written ............... .......... ................ ................... CUT........... 9,000 CY ..................... . . . ............................. ................ .... ... ... .......... .. ........................................................................... .............. ..... ...... ............... .... ........ ........ ........ ................... ............ .... .... .......... .................. permission to required by EQL to ................... .......... ........................ .............. ......... ................. ...... ................................. ............... .............. ................ ...... . .... . ............ .................................. .... ............. ....... ........................................... .......................................... ............ ............... ....... .................... ........ ... ....... .................... . . ........ % %,. , ....................................... .. ..... . .......... ...................... .............. ............... CALYPTUS re so or hose drawings .. ..................................... ....... .... ..... .................. ...................... bx wrx m thod In ................. .......... F1 LL.......... 12,000 CY ;us lfl=co to _�749) ........... a........................................... pea .............. .......... .. .... ........... ............... ....................... ....................... .......... ............. .... .... ... ....... .... ............ ........... ............... ... .................. whole or In part. on consent ............ ....... ............. .............................. ................. ................ ...... ...... ...... ........... ..... ...... .... ......... ............................ .. ..... ....... .............. ...........= % , VICINITY MAP ............. ..... ........... .... ........ IMPORT ... 3000 CY . .. ........ .. ... . .... / - '.A Is required If the drawings are to .............................- ................... ....................................................... .... .. ... ..... .............. ............ ......................... ..................... :::::: ............... .... T.B.G. 573-H3 .... ........ be used by other than COL Associates, .................... ................ ...... .... .......... ............. ..... ........ Inc. Any on rived from them* ............. EXPORT... 0 CY . .......... ........ ... ..... ..... .......... ................ ......... drawings ..... ...... . ........ .......... ............ .................................................................................................. =boodirected to EGL ......... ......... ......... ............................................... ...... .. .......... ........................................ ................... ............ ......... ... .. ............ .. ...... 0H7 OF ........... .................................... ...................... ................... .................. . .................. XX. ............................................................................ ...... Associates In a written format. ................ .............. ... ..... . .... ......... .. ... ................... .... ..... . .. ..=-I.......'......W. .......... ........... 2M. ................................................................ ....... ................ ................ ... ... .. .......... ................. .............. ... ................. ... .. . ... .. . ............. .4. .. ..... ................... .................................................................................................... .. .................. ........... . ......... ... LINE .................... ...................... (Z39) ........ ................ ............ (748) .......... SPECIAL NOTE: THE QUANTITIES SHOWN HEREON BENCH MARK: .............. ........................................ . ....... REVISIONS BY ...............**.... .... .............. ........... ...........K., .......... ....... ...... .. ... ........ ... . ........... ............... ................. ..... .... . .........- .. ......................... ........................ ......... ............................ .�=1-.."..1-1`.-1- =I` .... I .............................. .......... ......................... .0 . ... ...... ............I ...... ... .......... .... ............. ......%,..-......,,...,L = 11.1.-.-.-.,=."-.-.-.-.-.-.-".� .......... ................... .. .......... . ........... .......... ARE FOR PERMIT AND BONDING PURPOSES ONLY. SAN BERNARD-INO COUNTY BM 01117 ,X .......... ......... ................... ........... ......................... .......... ..... ........... 7"47 ............. ............. . ........ ....... ...................................... I............................. ............... ............ iiiX.l .111-1 1.1 11.1-11..................... .................... L TUS ............ ...... ... ............................ ......... .... ...... .. ....... ............... .......... .. .......................... M U38) !/.........................11'.........".1 ....... .. .......................... ............ ............. ........... ............ .......................... Am:�ii _ ................................. �15 MM.' - THE CONTRACTOR SHALL VERIFY QUANTITIES 1" ROUND HD. BOLT IN CONCRETE CURB /............... .................. .... ....... ..... -- -'. 1.1 = . I 1...., 1-1111.1-1-1 :.. b ................. ...... ....... ..... ... ...... .....�%. , 1. ... ................ ................... . . ......... .. ....... PRIOR TO START OF GRADING. .. .......... ........... ................ ...... ............ .... ............. .............. ............ ... ............ X ................................... ................ ... AT SOUTH/WEST CORNER OF FOOTHILL (7 ........... ... _�7 .................. ............................... ........................... ............. 2 (7471- ............. ............ ...... ........ ff ...... ............. ...... ...................... ..........................- ... ...... .......... ....... ... ........... .................... ................... ............. ............. ..... ..... ........ ... ..... ....................... .... ............ .............. .......... ............ ...I............. .... ........ ........................... . ........ ............ ............... . . ........ ....... ............. ....... ........... ........... ... . .... BLVD & TURNER AVE (NOW HERMOSA), ................ ............ .................. . ..... ......... . .. ...... ... ..................... ............. . ................ .... ........ ................... ............. .......... ................. ............ .............................. .............. ............................ ......... ......................... ...................................... ............. ......... .. -7 LEGEND: ON CURB 1" WEST OF WEST END OF CURB ............. ........................ .... ........... .......................... ............. ............ ................... ................................ .. . ..... ..... . ... ..... . .. .. .......... ....... . ............ ......... ....................... 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CURVE TABLE ..................- .............. .......... ........... .................. ..... ......... ... . ..... ................. ............... . ........................................... 738 LINE TABLE X. ..... . .. . .. . . .......... .......... ........... ........... . .. ......... .......................: v . W. V. ... ............. ........... . ..... N.. .. ........... =.,� Y.I.-I......1Y.I.,........... ..... ......1, ........... ... ........ .......... .... ...... ...................... ..... .. ... ............ .............. . ..... . .... CURVE L R A ....... ..... ....... ......... .......... ...... ...... ... ...... ........... ..... ........... ..................... ...... ........... ....... ........ ............ .. ........ LINE LENGTH BE .......... .................... .......... I PIP ......... ...........I ".4 �.I".1.�"I� : I I I. ....................... :. ...... .......................... ..... ........ ................ . ............ A_YP.-T+.t++J: A .............. EGG C1 110.95 1033.00' 06*09'14 .................. �F ...... ........ AIRING .................... . . .......... ............ .. . ... .. b ............... ............... ........ .......... .... ........... ....... ............ ..... ........... . . ....... ............. ...... %-,- :1.1,1-1,1,11� - ,.�e*11*11,11,111,11*111, - ..... .... .......... ......... ............. ......... .... . ..I " .. I- .. ........... . ........... Ll 8.31' NOO*6'28"W ............ .......... ............... .......... .......... ............ . .. ... .................. x . .................... ................... ................................... .... ................................................... .. .................... .. .... .... . .. .... ........... . ...... .......... ................................... ............. . ..... ........... ................................ .. ... ........ .............. ............ 25.25' N00001'48"W C2 48.51' 1033.00' 03*24'28" ... ... ......... ........... L2 .... ...... ....... .......... .......................... .................I....................... ......................................... . .. .............. ..... ............... ..... 15'00'00" ..... ............. ... ... ............ . . .................. ................. .. ......... ............. ......................... ................................. ............ 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L3 17 ..................................... ... . ............... ............. .......... ..... .. ....................... ......... . ........... .................... .......... ............................... .......... . .. ...... ............... ................................................ .............................. .......................................... ...... ........ ........... ................. ........................................................... 20,94' 50.00 23'59'59 L4 57.52' N1 4408'40"W ............... ..... ............... .................... . . . .. .. . .... .. ..... ....... ........... . ..... ............ .. . .. .... . ....... ... ................... ..... ..... .................. ........ ............ ............ ................................................................................... ................. ...................................................... ........ .......... -.......... ........... ....... ... ... ........ ............ I : ................. ............................. ............ .................... ....... .......... .... ... ..... .......... ............ ... . ....... .............. .... ............ ............ ....................... ............ ......... ............ ...................... ...........XWN�_........... .................................... ... ..... ........................ %-................. :�.............. ... ....... ...I -I- ...... ....... ............ .............. ....... I . I� ;._........ ....... .... .. ............. .._ _... - --=1...-.�%-.-,11.%1.--- ................ .................... .. ..... ... ........ . ........................... ......... . ...... ..... C5 70.35' 50.00' 80*37'14' ......... ......................... ........................... . .. ..... .... ...... .......... ........ .... 051'20"W ................. ........... .......... ... .- ............. ..................... .................. ....... .. . . ................ . ....... ........... .............. .................... ............. . .......... . . ... ......... ............... ......... .................. .... .............. ....... . ... S15 ............. . .. .................. . ............ ............. ........ ......... ............. .......... ,3 6) ...............=................ ... ............... ... ..................... .. .............. . .... . . . .......... L5 50.93' ............... .... . ................ .... ...... .................. ................... ........................................... ................ .. .. . ... ..:........................ ................. ........... .. ........... ..... .................. ........ .......... .......................................................... C6 S00025'48 92.00' 50.00' 106*1522" ............%-= ................................ ........... . ...... ..... ................. ........ .. . ............ .......... .......... ........................... ................ ................ . ................... C7 26.18' 100.00' 15*00'00" ............ .... .. ....... ................... ............................ ..............................................:� ........... . .. ........ ..... ...... .. . . .......................... ... ................. .... ......... ............ ........... C8 6.62' 22.19 .......... RIGHT OFIWAY 1..qA["Y 72054'50" ....................................... ................................................................... ................................... ............ .......... .............. ............ ........... ....... .. . ...... .. ,L, ...%........... .... ........ .......... ................ ... ............... ............... ........ ........................... ............ 73*27'21 C9 13.60' 47.11 ........................ ............... ..... ....... =..................... ... .................. .......... .. . ......... ...................... 11 =_.1, ....................... ...... .. .. ....... ....... low... ... ............. ........ ......................................... ................. .4 .............. ........... ........................ ....... ...... ..... .......... .. ............. ................. ................ ........... 15.00' 74021'27" . ......... .... ...................... . ...... ........ ....... .......... ......... ..... ....................... ......... ......... .............. ......... ..00 ........... ......... .... . ... . . .... ................. ... ........... .......... .. ........... ........... ... ............... ........ .l... ........................................ C1 1 10 . ....... ............................... .......... ... ... .... .......................... .............. ............... .................... .......... ..... .......... .65' 39.00' 74021'27" ................. ................................ ................................ ............... ............... .... .............. ........................................................ .............................. ........... .............. . ................. ............... .......... . .. .. ....... ...... .. ;7; ............... .. ........ ........... ....... ... + ........... ...... C10 4.10' ........................................................................ ............................... .. .......... 2 5.0 048'43" . .......... ..................... ................... .... ........... 777+777771: :^,::+-:f -"= = %== =.. , . ". 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I......................... 00- ............... ....................... - %;�F I 72 - i . .. ....... . . . 1C ......... .............. 1�ve�l n, Ll 121, 1 - Z_ 17_�, �. '\9. -\G x LIGHT 7 Q -722 17 025 �c 170 119 EX. DROP INLET X. POWER POLE: 1 4 E - S LINE �Ex. Q POLE: LINES RUN FASTERIL ET LIG T 600NDAR�) 3) LI ES RUN SOUTHERLY �3) LINE� RE 0" ' C X. S T06 M DRAIN RU�WESTERLY -M I+M F �Rl � :r EX. ST SI E STIVI TM 5:5 45 '00� (3) LINES RUN EASTERLY ST STIVI tn --EX . WATER MAIN 14 STM J�b T - - - g-5 91� S 9- PROP. SE TM -------- ANHOLE EX, CATCH BAS WR S --EX. SEWER MA LW IN Will S .......... S ry of of _W4, DRAWN SY HJ DATE J013 NO, 14-181-001 SCALE 1"=30' ME 14181001T.DWG SUBTT 00011 DRAWING 1 Of 1 CF UI ILL x ITE C CUT/F E HIBIT I L E ST, Lj Lv R