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HomeMy WebLinkAbout11/25/2014 PC AgendaPLANNING 0 M M I S S 10 N FILE COPY AGENDA November. 25, 2014- 7:00 P.M. City Hall, Windmill Community Room 21810 Copley Drive Diamond Bar, CA 91765 Chairman Frank Farago Commissioner Jimmy Lin Commissioner Ruth Low Commissioner Jen "Fred"Mahike Commissioner Peter Pirritano Copies of staff reports or other written documentation relating to agenda items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. if you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. . Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title // of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation (s) in order to communicate at a City public meeting must inform the Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. ILVIOW Please refrain from smoxing, eating or 1c; Ey V --- amu, ------- drinking in the Auditorium and encourages you to do the same City nfDiamond Bar Planning Commission MEETING RULES The meetings of the Diamond Bar p|8DD)Dg CO0pOisSiOO are Op8O LO the public. A Kl80b8[ of the public may address the Commission oOthe subject Ofone O[more agenda items and/or other items Of which are within the 'Nmatter jurisdiction of the Diamond Bar P|8OOiDg Commission. A n8qU8St tOaddress the COOn0iSS� nShOU|db8SUb0ittediDVVritiOg8tthepUb|iCh88riDg.tOtheSeCr8taryOfth8 C0nlDliSSiOO. AS 8 g8O8[8| rule, the OppOrtUDUv for pUhUC CO008DLS will take place at the discretion of the Chair. H0weV8[. in order k)facilitate the nO88UOg, persons who are iOt8[gSt8d parties for @O UB0 may be requested togive their presentation 8tthe time the item iScalled 0Dthe calendar. The Chair may limit individual public input to five OliDUt8S OO any item; or the Chair may limit the total SDlOUnt Of time allocated for public testimony based on the number of people requesting to speak and the business of the COnoDliSoiOO. Individuals are requested to CnOdUCt themselves in 8 professional and bUSO8SS|ik8 rn8One[ CODl0eOtS and qU8SUOOS are we|CO08 GO that all points Of View are COOSid8[ed phO[ to the Commission making recommendations to the staff and City Council. in accordance with State Law (Brown Act). all matters to be acted OD by the Commission must be posted at least 72 hours prior to the CVDlDliSSiOD meeting. In C@SS of emergency or when 8 SUhieCt DO8UB[ 8hSeS GUb88qU8Ot to the posting of the 8geDdG, UpOD Dl8NDg certain findings, the CODl[niSSiOn may act on item that is not on the posted agenda. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamond Bar Pk3PO)Dg CODl[OiSS0n meetings are p[8p8[8d by the Planning Division of the ~ Community Development Department. Agendas are available 72hours prior t0the meeting oLCity Hall and the public library, and may be 8CCeSS8d by pe[GOD8| CVDlpUt8[ at the CODt8Ct iOfO[Dl8UOO Every Dle8UDg of the Planning CO[nOUiSSiOO is r8COPUBd and duplicate nHCORdiOgS are 8v@i|8b|g for nominal charge. ADA REQUIREMENTS Acordless microphone i8available for those persons with mobility impairments who cannot access the public speaking area. The G8rViC8 of the COnd|RSS microphone and sign |aDgU8g8 interpreter services are oV8i\ab|8 by giving DOtiQR at least three bU3iD8SS days in 8dV8OCe Of the [O88{iOg. Pl88So telephone (809) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thursday, and 7:30 a.m. HELPFUL CONTACT INFORMATION Copies OfAgenda, Rules 0fthe Commission, CDs 0fMeetings (9OS)83g-7O30 Email: Website: vvVvvvdi8rO0Ddb@rC8.goV CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, November 25, 2014 Next Resolution No. 2014-29 PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Ruth Low, Jen "Fred" Mahlke, Peter Pirritano, Vice Chairman Jimmy Lin, Chairman Frank Farago 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place for the general public to address the members of the Planning Commission on any item that is within their jurisdiction, allowing the public an opportunity to speak on non-public hearing and non -agenda items. Please complete a Speaker's Card for the recording _Secretary (completion of this form is voluntary). There is a five-minute maximum time limit when addressing the Planning Commission. 3., APPROVAL OF AGENDA: Chairman 4. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1 Minutes of Regular Meeting: October 28, 2014 5. OLD BUSINESS: None 6. NEW BUSINESS: 6.1. Conditional Use Permit and Development Review No. PL2014-515 — Under the authority of Diamond Bar Municipal Code Sections 22.48 and 22.58, the applicant is requesting Conditional Use Permit and Development Review approval to construct a new 592 square -foot automated drive-thru car wash and 140 square -foot equipment room to an existing 2,232 square -foot food -mart building used in conjunction with an existing service station on a 22,651 gross square -foot (0.52 gross acre) lot. The subject property is zoned Commercial Office (CO) with a consistent underlying General Plan land use designation of Commercial Office (CO). Project Address: 21324 Pathfinder Road NOVEMBER 25, 2014 PAGE 2 PLANNING COMMISSION AGENDA Property Owner/ Mohamad R. Salimnia Applicant: 500 Topside Pl. Diamond Bar, CA 91765 Recommendation: Staff recommends that the Planning Commission table this matter to allow the applicant time to post the site with a public hearing notice board at least 10 days prior to the hearing date. 7. PUBLIC HEARING(S): 7.1 Development Review and Tree Permit No. PL2014-238 — Under the authority of Diamond Bar Municipal Code Section 22.48., the applicant and property owner, are requesting Development Review to construct a new 11,295 square -foot, three-level, single family residence with an attached 1,074 square -foot, five -car garage on a 49,223 gross square -foot (1.13 gross acres) lot and Tree Permit to remove one protected multiple -trunk Black Walnut tree and replace at a minimum 3:1 ratio. The subject property is zoned Rural residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). Project Address: 2112 Rocky View Rd. Property Owner: Chacko C. Jacob 14311 Newport Ave., #G-513, Tustin, CA 92780 Applicant: Pete Volbeda 180 N. Benson Ave., #D Upland, CA 91786 Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303(s) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review and Tree Permit No. PL2014-238, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9. STAFF COMMENTS / INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects: NOVEMBER 25, 2014 . PAGE 3 PLANNING COMMISSION AGENDA 10. SCHEDULE OF FUTURE EVENTS: THANKSGIVING DAY: (City Holiday) CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: CHRISTMAS EVE: (City Holiday) CHRISTMAS DAY: (City Holiday) NEW YEAR'S DAY: (City Holiday) PARKS AND RECREATION COMMISSION MEETING: 11. ADJOURNMENT: Thursday, November 27, 2014, and Friday, November 28, 2014 - In observance of the holiday, City offices will be closed. City offices will reopen Monday, December 1, 2014 Tuesday, December 2, 2014 — 6:30 p.m. South Coast Air Quality Management District Auditorium, 21825 Copley Dr. Diamond Bar, CA 91765 Tuesday, December 9, 2014 — 7:00 p.m. Diamond Bar City Hall, Windmill Community Room 21810 Copley Drive Thursday, December 11, 2014 - 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Wednesday, December 24, 2014 - In observance of the holiday, City offices will be closed. Thursday, December 25, 2014 - In observance of the holiday, city offices will be closed. City offices will re -open on Friday, December 26, 2014. Thursday, January 1, 2015— In observance of the holiday, City offices will be closed. City offices will re -open on Friday, January 2, 2015. Thursday, January 22, 2015 — 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION OCTOBER 28, 2014 r*T�-�ANR Chairman Frank Farago called the meeting to order at 7:02 p.m. in the City Hall Windmill Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: Commissioner Mahlke led the Pledge of Allegiance. 1. ROLL CALL: Present: Commissioners Ruth Low, Jennifer "Fred" Mahlke, Peter Pirritano, and Chairman Frank Farago Absent: Vice Chairman Jimmy Lin was excused. Also present: Greg Gubman, Community Development Director; Grace Lee, Senior Planner; Natalie T. Espinoza, Assistant Planner, and Stella Marquez, Administrative Coordinator. 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None 3. APPROVAL OF AGENDA: As presented 4. CONSENT CALENDAR: 4.1 Minutes of the October 14, 2014 Regular Meeting. C/Mahlke moved, C/Pirritano seconded, to approve the October 14, 2014, regular meeting minutes as presented. Motion carried by the following Roll Call vote: AYES COMMISSIONERS COMMISSIONERS COMMISSIONERS 5. OLD BUSINESS: None Low, Mahlke, Pirritano, Chair/Farago None VC/Lin OCTOBER 28, 2014 PAGE 2 PLANNING COMMISSION 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 Development - Review and Minor Conditional Use Permit No. PL2014-516 - Under the authority of Diamond Bar Municipal Code Sections 22.48 and 22.56, applicant and property owners Stephen Hannah and Tineke Norrdin requested Development Review approval to construct a two-story addition consisting of 637 square feet of floor area to an existing 2,089 square foot single family residence with an attached 610 square foot garage on a 0.24 gross acre (10,450 gross square foot) lot. A Minor Conditional Use Permit was requested to allow a second story addition to an existing nonconforming structure with a front setback of 17 feet 11 inches (where 20 feet is required), and a nonconforming distance of 10 feet to the structure to the adjacent lot to the east (where 15 feet is required). The subject property is zoned Low Medium Density Residential (RLM) with an underlying General Plan land use designation of Low Density Residential. PROJECT ADDRESS: 22805 Rio Lobos Road Diamond Bar, CA 91765 PROPERTY OWNERS/ Stephen Hannah and Tineke Norrdin APPLICANTS: 22805 Rio Lobos Road Diamond Bar, CA 91765 AP/Espinoza presented staff's report and recommended Planning Commission approval of Development Review and Minor Conditional Use Permit No. PL2014-516, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Mahlke asked if the chimney would be removed and AP/Espinoza responded that it would be removed to add the double doors at the back. Chair/Farago opened the public hearing. With no one present who wished to speak on this item, Chair/Farago closed the public hearing. E3 0 PAGE 3 PLANNING COMMISSION C/Mahlke moved, C/Pirritano seconded, to approve Development Review and Minor Conditional Use Permit No. PL2014-516, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Low, Mahlke, Pirritano, Chair/Farago NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Lin PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects. CDD/Gubman reported that the Commission's normally next scheduled meeting is November 11, Veterans' Day, and that meeting will be canceled. The Commission will reconvene on Tuesday, November 25, two days prior to Thanksgiving. The November 25 agenda includes a proposed drive-through car wash addition to the Chevron Station located across the street from Diamond Bar High School at the corner of Brea Canyon Road and Pathfinder Road. Staff also expects to have the new commercial building on the vacant pad across from Chili's on. the November 25 agenda for approval. If the Commission would like, he will make a brief presentation to show the new City entry monuments approved by the City Council last week. CDD/Gubman proceeded with his Power Point presentation of the final approved design for the new City entry monuments, an offshoot of the Grand Avenue Beautification Project, a complete reconstruction of the intersection of Grand Avenue and Diamond Bar Boulevard establishing a new design palette and. unifying theme and character that defines the character of the City, intended to be carried throughout the City as intersections and key corridors are improved. The first proposed location for the City entry monument is at Grand Avenue and Longview replacing OCTOBER 28, 2014 PAGE 4 PLANNING COMMISSION the existing "fly swatter" pole in the median. A new landscape median will be extended to the City limit to accommodate placement of the new monument sign which incorporates thematic elements from the Grand Avenue Beautification and visual character of the City's natural setting, stone cladding from the Diamond Bar Center and abstracted shapes and symbols found in the City Seal. There is no literal representation of the City's seal on any of the monument surfaces because the seal is very distinctive, formal and officious and staff wanted to avoid that tone in the new design to let folks know they are entering a place and not a jurisdiction. C/Mahlke asked the height of the new monument sign and CDD/Gubman responded that it is about 10 feet tall. CDD/Gubman explained the look and materials used for the monument sign and said that the name "City of Diamond Bar" was avoided to give people the idea that they were "entering our turf' and only "Diamond Bar" was used to reinforce Diamond Bar as a brand and that they were entering a "Place.". In addition to the monument in the center there will be pillars on either side to create a "gateway" composition. Eventually, these monument features will be used at each of the City's entries and more significantly, as the new landmark entry feature at the new Diamond Canyon Park at the corner of Diamond Bar Boulevard and Brea Canyon Road. C/Low asked if the plantings would be varied throughout the City or more uniform in nature. CDD/Gubman responded that the plant palette is the same palette that the Diamond Bar Boulevard Beautification project enjoys. There will be perennials to provide the background color and structure and annuals to provide diversity throughout the year. 10. SCHEDULE OF FUTURE EVENTS: As listed in tonight's agenda. OCTOBER 28, 2014 PAGE 5 PLANNING COMMISSION ADJOURNMENT: With no further business before the Planning Commission, Chair/Farago adjourned the regular meeting at 7:29 p.m. The foregoing minutes are hereby approved this 25th day of November, 2014. Attest: Respectfully Submitted, Greg Gubman Community Development Director Frank Farago, Chairman CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 6.1 MEETING DATE: November 25, 2014 CASE/FILE NUMBER: Conditional Use Permit and Development Review No. PL 2014-515 PROJECT LOCATION: 21324 Pathfinder Road Diamond Bar, CA 91765 (APN 8285-029-002) PROPERTY OWNER: SMT Real Estate Holdings, LLC 500 Topside Place Diamond Bar, CA 91765 APPLICANT: Mohamad R. Salimnia 500 Topside Place Diamond Bar, CA 91765 RECOMMENDATION: Staff recommends that the Planning Commission table this matter to December 9, 2014, to allow the applicant time to post the site with a public hearing notice board at least 10 days prior to the hearing date. Prepared by: Jos Es pi s �Vspi 0 Assi ant Planner UTC -141"1.11 :190@10 CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839- 7030 - FAX (909) 861-3117 FiTel a 7 RTTTH a X I H x TX WA MEETING DATE: November 25, 2014 CASE/FILE NUMBER: Development Review and Tree Permit No. PL2014-238 PROJECT LOCATION: 2112 Rocky View Road Diamond Bar, CA 91765 (APN 8713-030-001) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNER: Chacko C. Jacob 14311 Newport Ave., #G-513 Tustin, CA 92780 APPLICANT: Pete Volbeda 180 N. Benson Ave., Suite D Upland, CA 91786 The applicant is requesting approval. of a Development Review application to construct a new 11,395 square -foot, three-level, single-family residence with an attached 1,074 square -foot, 5 -car garage, and 1,394 square feet of balcony/patio/porch areas on a 49,223 gross square - foot (1.13 gross acre) lot; and a Tree Permit to remove one multi -trunk Black Walnut tree to be replaced at a minimum 3:1 ratio. k l Zfet a 01,171177F Adopt the attached Resolution (Attachment 1) approving Development Review and Tree Permit No. PL2014-238, based on the findings of Diamond Bar Municipal Code (DBMC) Sections 22.48 and 22.38, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country)', on the east side of Rocky View Road, a cul-de-sac street south of Ridge Line Road. The property is undeveloped and slopes downward from the street at a 16 percent average slope to the rear property line. There are four existing trees on the site, consisting of ti-iree Black Walnuts and one Lemon Scented Gum eucalyptus. However, only one of the three Black Walnut trees is considered a protected tree due to the cumulative diameter of the multi -trunk tree. The other two Black Walnut (sii-igle-trunk) trees have a diameter at breast height (DBH) of less than 8 inches, therefore, not considered protected trees. On June 7, 1972, the Board of Supervisors of the County of Los Angeles, based on the evidence presented and recommended by the County Engineer at the time, determined that the easement for restricted use area for this property, and others within the Tract, was no longer required to protect the public from geologic hazard and adopted an order to abandon said RUA, as recorded with Document No. 1941 of Official Records on file with the Office of Registrar- Recorder/County Clerk of the County of Los Angeles. However, the Assessor's Parcel Map has not been updated to reflect this action. For clarification, staff acknowledges the action taken by the Board of Supervisors of the County of Los Angeles and considers the RUA shown on the Assessor's Parcel Map as abandoned, per the recorded document identified above. The property is legally described as Lot 123 of Tract No. 30091, and the Assessor's Parcel Number (APN) is 8713-030-001. =41 � The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 49,223 square feet (1.13 acres), and includes a 29 -foot wide private street easement for Rocky View Road along its frontage. The property's net buildable area (i.e., minus the private street easement) is 45,346 square feet (1.04 acres). The house is situated* toward the front of the lot, a minimum of 30 feet from the edge of the street easement line. A series of retaining walls and significant grading at the center of the property will create level pads to facilitate the development of the house and useable open space at the rear of the home, which will include a swimming pool, a lawn area, and other landscape and hardscape surface areas. Landscaping is proposed throughout the front and rear yard to enhance the architecture and to create an overall site design that blends in with the neighboring homes and the natural environment to the site. As mentioned, the applicant is proposing four, 4 -foot high terraced retaining walls in the middle of the property to create a minimum 25 -foot rear pad to comply with the City's development standards for the rear setback. A condition of approval will be added to the resolution for plans to show that all exposed portions of retaining walls will be finished with a float textured stucco application or decorative stone veneer to match the proposed exterior wall finish of the house. Development Review and Tree Permit No. PL 2014-238 Page 2 of 10 Architecture The proposed three. -level house is located at the front portion of the property. The home consists of the following components: A 3,630 square -foot upper level consisting of three bedrooms, including the master bedroom with bathroom and walk-in closet, laundry room, recreation room, and loft area; A 3,729 square -foot middle (street) level consisting of an entry area, living room, dining room, library, kitchen, wok (second kitchen), family room, and bedroom with bathroom and walk-in closet; A 4,036 square -foot lower level consisting of a home theater, game room, wine cellar, wet bar, gym, second laundry room, second master bedroom with bath and walk-in closet, two bedrooms with bathroom and closet, and powder room; ® 1,394 square feet of balcony/patio/porch area; and e A 1,074 square -foot, attached five -car garage. The multi-level home is accessed by two internal staircases and an elevator. The height of the building is 35', measured from the finished grade to the highest point of the roofline. The architectural style of the home is Eclectic Prairie with concrete the on a hip and valley roof with an atrium in the center, float textured stucco and stone veneer walls, and vinyl window framing throughout the fenestration pattern. The applicant is in the process of obtaining approval from The Diamond Bar Country Estates Association. Fil Float Textured Stucco [ 4] Stone Veneer 31 2] Vinyl Frame Windows F Flat Concrete Roof Tile Development Review and Tree Permit No. PL 2014-238 Page 3 of 10 [0-MOVIVINRITIT M7 rA ir .1. � zni� 1� The proposed project requires Planning Commission review and approval of two entitlement applications: Development Review (DR) and a Tree Permit (TP). The analysis that follows provides the basis for staff's recommendation to approve the DR and TP applications. New construction of a single-family home requires Planning Commission approval of a Development Review (DR) application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: Z, 4, one side ail d north si e 15 other side. 34'-1 south sidethe Yard Minimum1-411 � Between 46Side — north side 11, . . . . . . . . . . . . . . . . . . Structure 46'-5" — south side Rear Setback* Maximum of 30% Max Building He�ghtz �� - 2 -car °Reta�n�ng Wall *The rear setback is measured from the rear of the building to the edge of the graded pad when the pad abuts a descending slope. Site and Grading Configuration: The project site is located on a rectangular shaped property with a descending 16 percent average slope to the rear property line. The applicant is proposing to cut 564 cubic yards of soil and fill 11,314 cubic yards of soil to create split-level Development Review and Tree Permit No. PL 2014-238 Page 6 of 10 buildable pads towards the front of the property. Therefore, 10,750 cubic yards would have to be imported to the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of import would require between 716 to 1,075 deliveries. The site is located on undisturbed grade and will be modified to allow for split level pads for the lower and street level floor areas. A series of four 4 -foot high tiered retaining walls will be constructed to accommodate the additional pad area in the rear yard. Architectural Features, Colors, and Materials: The architectural style is Eclectic Prairie. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: ® Low pitched, hip and valley roofs with flat concrete roof tiles; ® Fagade details emphasizing horizontal lines, such as windows grouped in horizontal bands; ® Two -foot deep overhanging eaves; and ® Natural colors used to highlight architectural details and integrate with the landscape. The applicant is proposing to use a variety of colors and materials to create character and articulation. The fagade of the house will have float textured stucco and stone veneer walls, and vinyl window framing throughout the fenestration pattern. The scale and proportions of the proposed home are well balanced and appropriate for the site. Landscaping: Landscaping is used to soften the look of the paved surfaces, enhance the architecture, and create an overall site design that blends in with neighboring homes and the natural environment of the site. In the front yard, a variety of five -gallon shrubs such as Foxtail agave and Cleveland sage are complemented with a mix of perennials and ground cover along the driveway and a walkway consisting of decomposed granite. Also, two 24 -inch box African Sumac trees will be planted at the front corners of the property. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "Very High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan, requirements. The* landscape plans will be submitted for review and approval by the Fire Department during building plan check. Tree Permits are required when the removal or protection of a protected tree is requested. A protected tree is any of the following: Development Review and Tree Permit No. PL 2014-2818 Page 7 of 10 Native oak, walnut, sycamore and willow trees with a diameter at breast height ("DBH" i.e., 4.5 feet above ground level) of eight inches or greater; • Trees of significant historical or value as designated by the council; • Any tree required to be preserved or relocated as a condition of approval for a discretionary permit; • Any tree required to be planted as a condition of approval for a discretionary permit; and • A stand of trees, the nature of which makes each tree dependent upon the others for survival. The Development Code requires the preservation and maintenance of walnut trees with a DBH of eight inches or greater. When removal is allowed as a result of new development, replacement trees shall be planted at a minimum 3:1 ratio in residential lots greater than 20,000 square feet. The applicant submitted an arboriculture report, prepared by a licensed arborist, which indicates one protected tree exists on the property. The protected tree is a multi -trunk Black Walnut tree with five trunks having a DBH of four inches, each. The removal of the protected tree and replanting of six Black Walnut trees complies with the required minimum tree replacement ratio of 3:1. Therefore, it is not anticipated that the removal of the protected tree and replacement of six 24 -inch box Black Walnut trees will be detrimental to the overall contribution of natural vegetation of protected or non -protected tree species. The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. The project site was designed with: All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; • Split pads are used to step down the natural slope; • Earth tone building materials and color schemes are used that blend in with the natural landscape; • The project is terraced on two pad levels. From the street view, the building has an appearance of a two-story structure, but the rear of the building steps down to three levels. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Development Review and Tree Permit No. Pi_ 2014-238 Page 8 of 10 The proposed project complies with the goals and objectik, es as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with and enhance the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views since the home on the north side of the property is at a higher elevation and the property to the south is situated at the end of the cul-de-sac, with views looking to the south. The project incorporates the principles of the City's Residential Design Guidelines as follows: The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; o The proposed new single-family residence is appropriate in mass and scale to the site; a Elevations are treated with detailed architectural elements; Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as hip and valley roofs; Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; 0 Large wall expanses without windows or doors are avoided; e The exterior finish materials and colors blend with the natural environment; Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. Development Review and Tree Permit No. PL 2014-238 Page 9 of 10 On November 12, 2014, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On November 14, 2014, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined .the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: JosA\Esp`rno Assist6nt Planner Attachments: Reviewed by: flz� 06J, Gra—cb—S. Le_g�'� • Planner 1. Draft Resolution No. 2014 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and C,-�nceptual Grading Plans 3. Color and Material Board 4. Tree Report Dated October 2, 2014 Development Review and Tree Permit No. PL 2014-238 Page 10 of 10 PLANNING COMMISSION RESOLUTION NO. 2014 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW AND TREE PERMIT NO. PL2014-238 TO CONSTRUCT A NEW 11,395 SQUARE -FOOT, THREE-LEVEL, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 1,074 SQUARE -FOOT, 5 -CAR GARAGE, AND 1,394 SQUARE FEET OF BALCONY/PATIO/PORCH AREAS ON A 49,223 GROSS SQUARE -FOOT (1.13 GROSS ACRES) LOT; AND A TREE PERMIT TO REMOVE ONE MULTI -TRUNK BLACK WALNUT TREE TO BE REPLACED AT A MINIMUM 3:1 RATIO LOCATED AT 2112 ROCKY VIEW ROAD, DIAMOND BAR, CA 91765 (APN 8713-030-001). A. RECITALS 1. The property owner, Chacko C. Jacob, and applicant, Pete Volbeda, have filed an application for Development Review and Tree Permit No. PL2014-238 to construct a new 11,395 square -foot, three-level, single-family residence with an attached 1,074 square -foot, 5 -car garage, and 1,394 square feet of balcony/patio/porch areas located at 2112 Rocky View Road, Diamond Bar, Gounty of Los Angeles, California. 2. The following approvals are requested from the Planning Commission: (a) Development Review to construct a new 11,395 square -foot, three-level, single-family residence with an attached 1,074 square -foot, 5 -car garage, and 1,394 square feet of balcony/patio/porch areas; (b) Tree Permit to remove one multi -trunk Black Walnut tree to be replaced with six, 24 -inch box Black Walnut trees. Hereinafter in this Resolution, the subject Development Review and Tree Permit shall be referred to as the "Proposed Project." 3. The subject property is made up of one parcel totaling 49,223 square feet (1.13 1� oss acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 4. The legal description of the subject property is Lot 123 of Tract 30091. The Assessor's Parcel Number is 8713-030-001. 5. On November 14, 2014, notification of the public hearing for this project was published in the 3an Gabriel Valley Tri�.!jne and the Inland Valley Daily Bulletin newspapers. On November 12, 2014, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. Public notices were posted at the City's designated community posting sites on November 14, 2014. In addition to the published and mailed notices, the project site was posted with a display board and the notice Was posted at three other locations within the project vicinity. 6. On November 25, 2014, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1. The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (new construction of a single-family residence) of the CEQA Guidelines. Therefore, no further environmental review is required. G. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Sections 22.48 and 22.38, this Planning Commission hereby finds as follows: Development Review Findings (DB,MC Section 22.48.040) The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 11,395 square feet of floor area; 1,074 square -foot garage area, and 1,394 square feet of balcony/patio/porch areas is consistent with the City's General Plan, City Design Guidelines and development standards by meeting all required setbacks and building height. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements, such as float textured stucco and stone veneer walls, concrete tile roof, low pitched hip and valley roof lines and appropriate massing and proportion to meet the intent of the City's Design Guidelines. 2 Plarmir. Commission Resolution No. 2014 -XX The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single- family homes. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan; The new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. It is designed in an Eclectic Prairie style of architecture with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing; The design of the new single-family home is reminiscent of Prairie influences. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. The new home will not be intrusive to neighboring homer and will be aestheticaP­ appealing by integrating a variety of materials, such as concrete roof tile, float textured stucco with stone veneer on walls, and vinyl window framing throughout the fenestration pattern. Earth -tone shades for the exterior finish are used to soften the building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and 3 Planning Commission Resolution No. 2014 -XX Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Th - rough the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303 (a) (new construction of a single-family residence) of the CEQA Guidelines. Tree Permit Finding,(DBMC Section 22.38.1101 1. Preservation of the trees is not feasible and would compromise the property owner's reasonable use and enjoyment of property or surrounding land and appropriate te mitiqation measures will be implemented in compliance with DBMC Section 22.38.130 (Tree replacement/relocation standards) below. There is one protected (multi -trunk Black Walnut) tree on the property. The preservation of the Black Walnut tree is not feasible because it would compromise the necessary grading activities to facilitate the design and construction of the project The applicant is proposing to replace the Black Walnut tree with six 24 -inch box Black Walnut trees, exceeding the minimum required 3:1 ratio for replacement of protected trees. The planting of six new Black Walnut trees will provide sufficient replacement of the natural landscape. Based upon .the ':' 'ndings and conclusion set forth above, the Panning Commission hereby approves this Application, subject to the following conditions: 1 Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. All exposed portions of retaining walls shall be finished with a float textured stucco application or decorative stone veneer to match the proposed exterior wall finish of the house. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall iie submitted to the Los Angeles Fire Department for review and approval. 4 Planning Commission Resolution No.. A4 -XX 4. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance. 5. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Chacko C. Jacob, 14311 Newport Ave., #G-513, Tustin, CA 92780, and applicant Pete Volbeda, 180 N. Benson Ave. Suite D, Upland, CA 91786. APPROVED AND ADOPTED THIS 25th DAY OF NOVEMBER 2014, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. go Frank Farago, Chairman 1, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 25th day of November, 2014, by the following vote:. AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2014 -XX T T14 =1 I COMMUNITY DEVELOPMENT DEPARTMENT -ILI USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW ANIN, REMODELED STRUCTURES PROJECT #: Development Review and Tree Permit No. PL 2014-238 SUBJECT: To construct to construct a new 11,395 square -foot, three-level, single-family residence with an attached 1,074 square -foot, 5 -car garage, and 1,394 square feet of balcony/patio/porch areas; and a Tree Permit to remove one multi -trunk Black Walnut tree to be replaced at a minimum 3:1 ratio. PROPERTY Chacko C. Jacob OWNER(S): 14311 Newport Ave., #G-513 Tustin, CA 92780 APPLICANT: Pete Volbeda 180 N. Benson Ave. Suite D Upland, CA 91786 LOCATION: 2112 Rocky View Road, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of Development Review and Tree Permit No. PL2014-238 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: 6 Planning Commission Resolution No. 2014 -XX (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review and Tree Permit No. PL2014-238, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. .3. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No. 2014 -XX, Standard Gonditions, and all environmental mitigations shall be included on the p,ans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, e, , I-roachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 7 Planning Commission Resolution No. 2014 -XX 11. The applicant shall comply with the requirements of Cl,+y Planning, Builaing and Safety Divisions, Public Works Department, and the Fire Department. B. FEES/DEPOSITS Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS The approval of Development Review and Tree Permit No. PL2014-238 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). The applicant may request in writing a one year time extension subject to DBMC Section 22.60.050(c) for Planning Commission approval. D. 'SITE DEVELOPMENT This approval is for the site plan, elevations, and exterior materials for the construction of a new 11,395 square -foot, three-level, single-family residence with an attached 1,074 square -foot, 5 -car garage, and 1,394 square feet of balcony/patio/porch areas at 2112 Rocky View Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject tothe conditions listed below. 2. The construction documents submitted for plan check shall be in substantial, compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of i the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and -!.hall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the 8 Planning Commission Resolution No. 2014 -XX E. approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. SOLID WASTE The- site shall be maintained in a condition, which is free of debris both during and after the construction, addition,, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. 9 Planning Commission Resolution No. 2014 -XX F. FIRE PROTECTION STANDARDS 1. Development shall be constructed to reduce the potential for spread of brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire-resistant material in compliance with the building code. 2. All .development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards est:,blished by the fire marshal. 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the -fire marshal. In the event abatement is not performed, the council may instruct the fire marshal to give notice to.the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction. a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control . measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purpc oes of this chapter. 6. Special construction features may be required in the design of structures where site ir-lestigations confirm potential geologic hazards. 10 Planning Commission Resolution No. 2014 -XX G. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. GENERAL a. An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to National Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. Please refer to City handouts. b. The applicant shall comply with Low Impact Development (LID) requirements to the satisfaction of the City Engineer. Please refer to City handouts. C. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 5:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be Ceduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. In addition, all construction equipment shall be properly muffled to reduce noise levels. 2. SOILS REPORT/GRADING/RETAINING WALLS a. Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. b. Upon approval of the geotechnical report, the applicant shall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. C. Finished slopes shall conform to City Code Section 22.22.080 -Grading. d. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining wails shall be shown on the grading plan. Calculations and details of retaining 11 Planning Commission Resolution No. 2014 -XX walls shall be submitted to the Building and Safety Division for review and approval. e. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a six foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 9. The maximum grade of driveways serving building pad areas shall be 15 percent. In hillside areas driveway grades exceeding 15 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with 6 slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. h. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer. Prior to the issuance of building permits, a pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. k. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. a. Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainrge shall be conveyed to adjacent parcels, unless that is the natural drainage course. 12 Planning Commission Resolution No. 2014 -XX H. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. GENERAL CONDITIONS a. At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. b. Provisions for Cal Green shall be impl&nented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. C. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. The wet bar shall in the basement shall not be used as a kitchen. A 11 1 N 11 11 a. The minimum design load for wind in this area is 85 M.P. H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. b. An occupancy separation shall be provided between the dwelling unit and the garage. C. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). d. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. e. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 9. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and, 3 Planning Commission Resolution No. 2014 -XX retaining wall(s) locations. - These plans shall be consistent with the site plan submitted to the Building & Safety Division. h. "Separate permits are required for pool, spa, and retaining walls" and shall be noted on plans. All balconies shall be designed for 60lb/ft live load. All easements shall be shown on the site plan. k. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. i. All. unenclosed under -floor areas shall be constructed as exterior wall. ii. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than'l /2 inch in any dimension except where such openings are equipped with sash or door. iii. Eaves shall be protected. iv. Exterior construction shall be one-hour or non-combustible. V. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. vi. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. I. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. M. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. Specific design criteria for the crib walls shall be provided in the soils report. n. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 0. Light and ventilation shall comply with CBC 1203 and 1205. The recreation room shall provide natural light and ventilation or be designed by a mechanical engineer for artificial ventilation. a. Solid waste management of construction materials shall incorporate recycling material collection per Diamond Bar Municipal Code 14 Planning Commission Resolution No. 2014 -XX Section 8.16. The contractor shall complete all required forms and pay applicable deposits prior to permit. b. Prior to building permit issuance, all school district fees shall be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. C. Submit grading plans clearly showing all finished elevations, drainage, and retaining wall locations. No building permits shall be issued prior to submitting a pad certification. d. Private property sewer system shall be approved by the Los Angeles County Sanitation District. e. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. f. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 4. CONSTRUCTION — CONDITIONS REQUIRED DURIN(-, CONSTRUCTION a. Fire sprinklers are,required for new single family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. b. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. C. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one -hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. d. Construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work shall be conducted Monday — Saturday between the hours of 7:00 a.m. and 7:00 p.m. 15 Planning Commission Resolution No. 2014 -XX e. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. f. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 9. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. h. A height and setback survey may be required at completion of framing and foundation construction phases respectively. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.) The location of property lines and building pad may require a survey to be determined by the building inspection during foundation and/or frame inspection. k. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.diqalert.org. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. M. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. n. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 0. Drainage patterns shall match the approved :trading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building, at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. P. Decks, roofs, and other flat surfaces shall slope at least 1/4"/ft with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 16 Planning Commission Resolution No. 2014 -XX q. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. All plumbing fixtures including existing areas shall have low flow type fixtures installed consistent with California Civil Code Section 1101.1 to 1101.8. 1:41 ► 111 17 Planning Commission Resolution No. 2014 -XX 101 EXImNC RESIDENCE SQUARE FEET UNO LOT COV % GROSS LOT AREA 49223 12 NET LOT AREA 14370 40 PER PREVIOUS RUA NET LOT AREA 45346 13 RUA DELETED FOOTPRINT 5746 C=) 101 EXImNC RESIDENCE SQUARE FEET UNO LOT COV % GROSS LOT AREA 49223 12 NET LOT AREA 14370 40 PER PREVIOUS RUA NET LOT AREA 45346 13 RUA DELETED FOOTPRINT 5746 "T U 8 101 EXImNC RESIDENCE SQUARE FEET UNO LOT COV % GROSS LOT AREA 49223 12 NET LOT AREA 14370 40 PER PREVIOUS RUA NET LOT AREA 45346 13 RUA DELETED FOOTPRINT 5746 10 mom"" Ea b� � �\, 4 \ � �� � o H2 3� VACANT SITE 3 32D09'28"E! 129.23' FIRE HYDRANT 32 IT -RAIL COUNTRY 2 Y FENCE ROCKY VIEW ROAD SITE PLAN VACANT SITE FLOOD HAZARD AREA m NEW 3 STORY RESIDENCE rr -0 VACANT SITE OWNER: ff Co EXISTING 1V DIAM EC r--1 EUCALYPTUS TREE AMAYA DEV, INC. 0 - TO REMAIN S PROTECT IN PLACE 1000 N BRISTOL AV 17-104 < NEWPORT BEACH, CA 92660 u TEL 213 268 3321 6 m D < INDEX 3 R I SITE PLAN 2 BASEMENT PLAN IT UJ 0 CONT)URS ME SET AT 2' INIERVALS. 3 IST FLOOR PLAN ADD IDOO 10 DESIGN CONTOURS TO OBTAIN TRUE ELEV. (rT 4 2ND FLOOR PLAN A 5 ROOF PLAN ui 6 SECTIONS 0 7 ELEVATIONS FRONT AND REAR < 8 ELEVATIONS SIDES REFERENCE NORTH 9 SECTION D mo Cj) 01 GRADING PLANS 0 ui 01 LANDSCAPE PLANS Cn ui SCALE 1" 20' 0 L 3 IN DIAM TRUNK Ir— 00 BLACK WALNUT (SHVTB) REMOVE 3 IN DIAM TRUNK Curve Delta 6le Radius Arc TO,nt BLACK WALNUT (SHRUB) 1 2D06 26' 571.00 21.00 1 0!u REMOVE LOR43018 lig E', LOT 123, TRACT 30091 APN 8713 030 001 SQUARE FOOTAGES TOTAL WANG GARAGE BALC./PA710 ORCH a— BASEMENT 4036 987 SF T -EZ 1ST FLOOR: 3729 1074 SO FT 407 SF 2ND FLOOR 3630 0 SF 11,395 SF SLOPE = .0022696 IL/A .002296 X 15000 X 2/1.0157=16 % ZONING RR RURAL RESID. 00 THERE NO EXISTING FENCES AND NEW FENCES ARE NOT PROPOSED P ENSTiNG RESIDENCE LEGEND e- RETAINING WALL pasaND GARDEN WALL DRYWAY PAVING SEE LS PLANS SCALE 1 INCH = 20 FT - 0 IN n SHEET O O n SHEET O O lz 4LA 6 101'-4 1/2- 25--5 1/2- 35-3" 27'-1 I/e O - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - II I Astor 6n1Nau ulI MEDIA SNOWM L DD ir - j ON OPEN TO ON Banw fAUNDRY I - - - . I I - I -B-W BMOW L=Ef OM OVAL RE COUNG MUNS" A"MIUM A [LOFT MT . ..... ....... . . 01-1 11 . ....... 2ND FLOOR PLAN (UPPER LEVEL) SCALE V4* - I FT -0 IN. PL ---------------------------------- -------------------------------- 1155 - 1155 F-F�-11-52 1155 1155 115 1150 1150 1150 1150 1145 1145 ro- - co 11140 --- 140 1140 01 1140 1140 < 1135 1135 GRADI% PLAN FOR ELEVA*nom u TOR -Or -WALLS 1135 1135 rN FF 11,30 1130 1130 1130 TH-41116N =1111=111=1111=1111=1111=1111— Illl EU7730 1125 M.11mi 1125 7125 M1101111411m IT IT EEE E=E =1111 — M FUM Pq LIM, I I RE RE I - — 1120 IL -IfII—IIIT--nflff=nTI—=nTM —1111 1120 1120 01 1115 11=-- RIME 111= -(II-III- -- w i� INE I-- I, ME III = = ll 1115 1115 — —IM ills IIII Iffifl. TTI -N. M 1110 III==IIIIMI M�� WEI MMI11 1110 111.0 1110 CCE o -TI >w < M I 1 11 INS— ME co SECTION A A z N M 0 SCALE I INCH = 10 FT - 0 IN 1100 aa 0 II= jEai I Etl -11 iE:1111 rr 1 1100 0 co 0, -------------------- =- — w 01 1111=111 f=1111 M I M—E 1111-0 1 IM 1090 1090 --------------------------- ---------------------------------- MI, M 1080 1050 PL luso — FF 1130 1125 FILL' 1416 SQ FT ailll 1120 MR 1115 1115 1110 SECTION 13,0 --------------- - FF 1141 EF 1-13C SECTION C C SCALE 1 INCH = 10 FT CRADWS PLM FOR a-EVAnom Or WALLS ErC "35 ,30 SEE GRADING PLAN FOR ELEVA'nOM I- TOP OF WALLS ETC 1115 1110 1 CONCRETE ROOF 71LE --- EAGLE PONDEROSA STUCCO FLOAT TEXTURE LA HABRA OATMEAL STUCCO OVER EAVE TRIM, SILLS LA HABRA PUEBLO ELDORADO STONE VERONA- HILLSTONE VINYL WINDOWS ----------------------------------- ---------------------- ::: -- -- -- -- --::: -- F I SOUTH ELEVATION SCALE 1/8" = I FT -0 IN. CONCRETE ROOF TILE EAGLE PONDEROSA STUCCO FLOAT TEXTURE 01LA HABRA OATMEAL STUCCO OVER EAVE 2ND FF 1151 TRIM, SILLS LA HABRA PUEBLO STUCCO OVER 4X6" TOP RAIL WROUGHT IRON RAILING ELDORADO STONE VERONA- HILLSTONE n :AST _FF--14� pmq VINYL WINDOWS STUCCO OVER 4XV TOP RAIL WROUGHT IRON RAILING CONCRETE ROOF 'nIF EAGLE PONDEROSA STUCCO FLOAT TEXTURE LA HABRA OATMEAL STUCCO OVER EAW-- TRIM, SILLS LA HABRA EBLO "L E )o LDORA 0 STONE VERONZA-LLSTONE VIN WINDOWS CONCRETE EAGLE PONT STUCCO FLOAT TEXT LA HABRA , STUCCO OVE TRIM, SILLS LA HABRA I ELDORADO VERONA-HI VINYL WIND( �IST FF 1140 u�-__--^- -^---_--- --low EAST ELEVATION SCALE 1/6' = I FT -0 IN. t o I f19LEF 1140 BASEMENT FF 1130 WEST ELEVATION SCALE 1/8' = I FT -0 IN. STYLE: ECLECTIC PRAIRIE 10 =CIO Im < U m< -j -Z 0- U w 0, F- ffT ZD Lc cf) am} i 0 rmM < Mz p N mo cl) R co Z0, LLI 0 z 0--o Lu UD �-o F- n - amr- tt rF- -----___ux----_ 15 2! _ 1150 _ 1145 i -[FT �7 'i PL _ 1135 1135 773 - 1130-- - - - - --- ---- S'MR10Ff 1730 _ _- 1125 7125 Tt 25- 7725 1720 1120 1720 1120 771$ GENERAL NOTES QUANTITIES CONSTRUCTION NOTES QUANTITIES L ALL GRADING SALL C0+'LY VTW WE ROVDmxS W SECnW )DD9 Nm APPENDE" 1.P D- THE fiN.ODDNA IAS m➢C I- AND AU. ANnmHortS A➢WPTED ar TUE a . CUT -64 C.Y. FILL 11,314 C.Y. CONSTRUCT DANE APPROACH PER APVA STIl IIllO-t LEGEND -- atmrG C@lTOIR ommulCOUTIDUT 5 slT`P; w aOETE INK sxNl (oar vm! WE IOunDc i ALL HILLS"O"rO GRAOAN AND BY SEPARATE PERMIT.-,.. 2 EA - PROPOSED 60 POMONA FWY D SH NDNAIHFM ORHALL. AND NCE U nPIC G NOT EXCEED 2,L C 3. tG Stall DX940GE LrRIL A GTAeDG PEPoGT HAS BEDN TSSUm BY WE f3Tl' ff (2 -CDNSTRUCT 4' RETAINING WALL BY SEPARATE PERMIT AND PER ARCH. PLANS �..... 00 SOFT CI°DI EXISTING ELEVAT1oN IW PROPBSED EL.EVAnON vs� RETAINING WALL RIDGE GOLDEN SPRING DAHOm GAR. CID GA 4. ALL FILL SLIi+Es Sall HE @PACTm W NOT LETS THAN 90 PERCENT ff WE MAYIMUX DDLSITY, THE WANiTRES SHOW HERE ARE FOR (D -CONSTRUCT FOOTINGS PER ARCH: PLAN 6 SOILS ENGINEER RECOHEND- 00 LF STEN WALL _ DEEP FCC INCA (�� a SUFnETEM TESTS OF SOL PROPERTIES, DLUIIDtG SM TYPO Alm SHEAR STRENGTHS SHALL !E MADE PERMIT AND BONDING PURPOSES ONLY. (�4 -'CONSTRUCT 2' CON(. REI'. WALL AS SHDVN 00 LF -- R --o- CLT/FAL LINE Z NsmG Guam GPERATmNS To VERIFY CONMUAxCc vrW DESIm CRrrc I THE I Ts E SUCH THE CONDUCTOR SHALL VERIFY OUANTIMES QS --CONSTRUCT WATER PROOF STEN WALL DR DEEP FOOTINGS FF FD7ISIED FLOOR FG FINISHED GRADE wi imTDG Sall HE REPORTED IN THE rML AS -GRADED REPORT "WARM DT TME MPUCANT AT HIS o? IRD1 RE1XESi ff TIE CETT. A MNINW hVMRR O' FIUD I4TATTY TESTS ME 11I HC PRIOR TD START of mADwG BY SEPARATE PERMIT 6 PER ARCH. PLAN..,.-„-,.,-,.,,,.-,,,�,,,,,--,,,., DOD IF FS FINISHED SURFACE d MADE MADE AS EULovs SQ -CONSTRUCT 3' X 5' CON( ROCK RIP RAP AS SHOWN 15 SOFT rL FLOV LIE TOTDP OF CURB p SITE I ONE TEST FOR EACH TVRiDOT VERTICAL LIFT, b PE TEST FOR EACH ID)D WNC YMGS w HATER AL RACED CONSTRUCT 2'X2' DRAIN BOX PER BROOKS CONG PRODUCT AS SHOWN 4 EA MAT TG TDP tF MATE TV TOP or WALL _.S. Ap 6 'P� �Y' � cA SIYFSENT NNBER FDOSI SLGPE 1ESIS W VFHIFT COPACIIDV 0E' THE ADPE SUDACE F7IL SNNl lE PLACED INiL STRDT+HG ff VEDETAnD4 RENUVAL W ULTUITA)LE SODS. AND OWNER SOILS ENGINEER CONSTRUCT 4' PVC PIPE SCHD. 40 AS SHOWN .--.-..,.-.._,,,-,-.-,,,-,--�250 LF CONSTRUCTDO LF [CONSTRUCT NG NATURAL GRADE TRW TDP OF RET. WALLtG iTTlPiFHTIOOIGINSTALLATION 4 .5� u TF SUDDtAINS of NEED® a ACFEPTC) BTTRE sons D+GNmt m DIG7lEkR'G rEOLnG[5T. I4R. CHACKO ,]ACOS GLOBAL GED -ENGINEERING, INC. ROOF DRAINS AND INSTALL 12'x24' INV' DWERT ELEVATION 7. IG FULL SINU. DE PLACED URL THE PLACEMENT DF ERESHN CONTRUL REASURE FOR WE PROJECT a ACCEPTED DT THE CRY. t601 E EDIHOER AVE., j235 3 CORPORATE PARK, SUITE 270 SPLASH BLOCKS PER ARCH PLAN, .-...--.,.--,-„-_ 00 EA IO CRAB E BREAK OFF GARAGE FINISH FLOOR LODGE POLE a WE UVLERSDURED CNA ENGNFiTR HERMT STATED THAT TF SE PLANS VEE RUPARm HY HIN ED BY I SANTA ANA, CA 927D5 IRVINE, CALIFORNIA 92606 HP WOIH POINT LLC.D. MGM PODLIT DRAIN DERGIE DR LINER HIS SUERVISOI ANDTNT THE RMS C@ETHOS TO ALL PERT➢�HNT P Bi]4cTIDi 18➢3. E]GVVATIDJ. DRAmW t EAI. AND APPERDIX 'J. GNA➢ING OF THE GUF. H [BSE Cmim. 213-26B-3321 949-223-090° RN RIGHT-OF-WAY BV BACK OF WALL ELD CLF, CHAD? LINK FENCE HANO.EN I -ER! ACS to 4=3 DATE IMPORTANT NOTE' Ll- LEVEL LINE CF CU tm FACE F' S A -(ROVED Fr�IEETTvE FEVURE AND TDIPOART IRANHAOc PROVISIONS sWN.L EE PROVIDED ■ 5' MIN. HORIZONTAL DISTANCE LIST. RuILD'G SETB.•G" UtH: Ca ,_ Cetch BAA, ��O�P INDUN CREEK TG FAEROE ADJmNING P/m'ERTDS RON DEPOSITION m MATERIAL m DIVERTED F DW2 DURING AND AFTER PHASES ff maTMETUR REQUIRED FROM THE TOP OF caw. _ coo. BIRd4 w.R !a ALL OFFSITE nFavvDETRs SMALL IE COVILI'ED TO THE SATIS'ACTON OF THE CRY CNDDE FOOTING TO THE PROJECTION Lm cal �b "d Gutter !L ROA! OWNING CER1I7GTlw MAT BE SIDED BT SmLS AND CIVIL. CHMNECRS AND IT PROVIDE WEEP HOLES IN DESCRIPTION SHEET NO. Im .--- R"w' no Veil MCINI.7MAP APPROVED BY WE CIT( DaPEETDL PRIOR TO TSSIINCE w BUILDING MRT1. BLOCK WALLS - TYPICAL. RD, Floor DRAIN HL NLL CUTS SITYL BE OBSERVED BY THE Ext, EFRPG ®'GmST DURING OWING So THAT So TW,T AM ADVERSE @mTIMI NS BAR BE RECDCHU ED AND CRRECTEM. k LEAVE 1/' BLOCK OPEN FOR TITLE AND DETAIL SHEET ..�...-._,..,..._-,_„--,,,., 1 0'A Trca, 13 -ter ID. ANY IIODmGTGNS DF. w CHANCES IN, NMSIGVm GRADING RAMS MST DE APPROVEDHE BY TCITY. DRAINAGE AS NEEDED GRADING PLAN -----_2 street up,t , t4. ALL Deem SITES MAT HAVE DRAINAGE svNts, IERNI. AHm OnEIt TRATNNE MrA.UVED AT THE ROAM ORA➢wo sTAacs BE PROVIDE 4' MIN FREE BOARD EROSION CONTROL PLAN -...._-_.-.---,- 3 M=DeVvocs = BUILDING SET BACK LINE li f0 ROC <R S9GLM IATEIDN. GREATER D' N VGL r£ PLACED IN THE FOR ALL RET. WALL (TYPICAL) ACE VEGIANCIFOR CDL UNSEAT (APPROVED INxs FDL 3UG PtJN21EtR RAVE !m! NBHITTm W THE 5®S GRANGER AND MPRTNm IN A➢VMCE BY (FIE CCR. OF THE SLOPE `_ 14•e IG OWING DISRATReA MAT BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION OF THE SOULS o� 4• CID WALL DIGIN ER ARD/O4 THE ENGINEODND GEOLOGIST or WE IEGUIL GROUTED RIP -RAP D. CMAVAnDIS FGR STAeGSTT KEYS Arm REMOVAL D• UNS LTABLE SOILS MUST DE OBSERVED AND ACCEPTED III VOTING BT ITE SOLS DISNLER W ENGIMEDttHG EULOGIST PRGtR W PLACING FOL RTILWST MUST WCU OTT AND ACCEPT TOUGH !G. THE SOLS EIxmEER AND 2RM � �J�1! *i A �• � o- RIVEN RW !®O S -�[I 1. ROCKS FCR GROUTED RIP -RAP SHALL BE DOOR QUALITY BROKEN CONCRETE AND/oR FIVER BURT ROCK£ WE SMALLEST mADNSGN SHALL EXCEID B- AND WE TART DIMD15ION SMALL NOT -dy C'P'- �m W MING imum DT FOAL REPORT PR)m Til APROVAL FY TGE C[TY. WE FIR. REPORT MUST 1tGLI1LE AN m -GRADED CEOTFCRGCAL MM. ',, G p 'L=A'Trt-'' - ` ),:r' EXCEM 24'. WE LARGEST o1MENSDN SHALL NDT IX[EEO 4 DN6 THE SMALLEST 0141m510N. 2 WERE .NAS T� 6' IR THEvU SODS EN AND DOlEERDG GERODST MIST MAKE A FINDDWT IN ACCWAANS T1',M`?Y^- Ct, r) SHALL BE A CROUT BED OF AT LEAST 2 INCHES BENEATH THE FIRST LAYER OF RGM ALL THE VOIDS BETWEEN WE ROCKS DULL BE FELLED WITH GROUT- H IN or plu TO WF I! D THE LOS AIX'ELES COURY BUILDING WEE TDR TIE TRADED SITE plum TO lD MPRBVAL 8Y THE CRY. � ,r r ` MAXIMUM SPACING BETWEEN ROCKS SMALL BE 2 INCHES. NAA EtEV. PVC PIPE 2L FEWAk ON N R VM.L E VAnmO MAT BE 132- AND ACCEPTED � ' `i "'re=S. S SURFACE RGCXS SHALL BE EMBEDDED FROM TH • s¢ PUN IN VRI)ING HY THE SOLS mG8♦9t lR F2G➢EERIlG GO.OSST ROHR W ItAm1iG STD]. W CONCRETE gVry"31+�i.�,' " 'W1'L',''�.. c' 1/2 TD 2/3 OF QUER MAMWM DIMENSION, 4. CONCRETE MAY of 5LB511N1ED FOR WE (]LWT. 0. A REGISTERED CTVX CHEVIOT SALL SUDOR A DADDG CERTIFICATE W TEE CRT amIEER No FOE S T "�• " TNN M VGMmG DAYS U4! COii.ETIITi D' FINN, DRADDG OPEAATI CRi TE O' oCUlPANC'f LAE13TL8D Sm.EI:T TD THE CRT L}GDNEER'8 APPROVAL HF GAG EHGUEm'S ERTIf7GTE FINAL'P •T' -'r ' iV- t'-"'^ •• X• •! GRADING MUST 8E APPBTVm 8T SHE ERT BOWIE OCC RANCT ff BULDINGS WILL HE PLLGVEL Ba WE St0.5 Alm TRIS ALP REP r PS BT L ®-E]G➢NL77mG. TNC Nm GATED a ai• .• ;' , AND Sall ALL BE A PART of THIS OWING LAN OWI PLM AND N.1. RECOr£NBATmn CONTAINED WEREIN Sall !£ SlIDI:ILT An1EAED TO E59 ID• X6A' 6• RGIT dd, STAG➢otm R➢VS I u ••': y TR P• 20. A CtPT 0• WE "I"'' PERH[T AND APPROVED DAmNG RNA HA7 BE IN THE P[RSF3SIlXN I A RFSPGNSULE FFRACH AND AVA9AHLE AT IRE SITE AT AU. MST RNm rtW PnGKS mACeNTi N ■ 6• MAX. MMT A. •• 24. FINAL OWING MOT BE MPIOVEN HC4VE OXIPNNCL' U, DILHHIGS Vnl BE MIXVD1. RIP RAP DETAIL 1 L - 1 TWICAL 6• DRAIN BOX 2S. THESE TNN O' nTAMND BAR GNLY FOR LA VIW CITY c HAVE BEEN m DEV STAN➢MDS. mMPLW;E vrM DEVO.OR4]tT t� u 1 1 '. , LO CR ONCEPTcDvUAUA cOND]nDA Arm FDL GEIERN. Cm1¢P771,V. APROVAL ff THE DiMLVE MB PARXVAY BPROVC`wEM 5lIOVli NDtmN HO GETALED MTREHAT7GL CI OM N.T.S • i.J • ' SEE BROOK CON(, PRODUCTS Va MADE: ➢IHDA>D4. LINES. ON DRA➢FS FA, pprmG LITILTITES Cn,"E,s,) Dim DNc=ma SHOVIVIN OR W( GHWILIL 26 CURITICTOR MGTO'Y CITYG O7CE AT (9097 E,39-7840 FORTY EIGHT Um IRR( IN WNEE or INIENTIDN TO >®ENN GRADING IMPORTANT NOTE a. CmWAcloR sNILL COMPLYSITURNTHE VITT! TATER LEST xNNAEBDEHr PRACTICES FWmD®t2 ABOVE DETAIL IS PICTORIAL ONLY AND SHALL NOT A ANDARD NIF URBAN S RN ATCR ITUA SIBRN $ATEA IDRGilID1 PLAN ai¢NP) Rm1NRDE)NTS AS HEC[TSATtY. PALL BE USED AS A REFERENCE FDR CONSTRUCTION, DIRECT P M ➢DEci N.L RooTOP Ru�F To PmvmA MEA RDCi OF R THE CONTRACTOR SHALL USE BROOK CDN( PRODUCTS 29. saFFSLNT TESTS OF FLL =I SMALL. LLE HAVE ]DURING THE B AnDD To VERrFT THE sons NIOPDIiff2 STANDARD AND SPECIFICATION FOR CONSTRUCTION CONSTRUCTION LTNPLY WITH ISE vmw Roxam m As o:TERNma BY THE I'1•.oGII:,TL DGorm mm mm MEDS _. OF THE CONN. DRAIN BOX AND PIPE TYPES. SEM'sC ENGIN PARANETEAS AND, CptAESpmING UOT TDoffl , ' OO R-Vr TESTS SMALL BE VSD FDL Ni EGA= AND PRNATE ROADWAY DROVDff1R2 TO DERnFY THE HIRM N PAVEENT STRUCnRW- SC.TIDN MDNmD4NTS FOR THE OTE. UN ESS WHOP= Nor RmIIDED XY THE CRY. N. TYPE Sall )CA USED FON ALL ECT E E TDEXPERT NING IN CONTACT VITT THE GOURD, NLESS yP9FE9➢1p,,. W OTHERWISE'Y OTHERWISEamlGTm Dr THE PTto.ECT'2 s0a E7Gv+EDL m ESTIATED STARTING DATE, AUG. 2E,, BTM ESTlIN1E9 CDPLLTimI D4ro SD'T. DD, 2914 p oa OWING AUDI CONSTRUCTION ACRVRLS NA WE TR,VNS'ORTAnON DF IMUTPH ENT AND MATERIALS AND ° No. 4WI1 D Ti01 O' HGvT (FAD➢G EBIDPMNT SHALL BE UNTIEll TO BETVEDN THE HNURS EP 70D AM AND Eaµ 17lJ1RDt4 SOD PK MONDAY THROUGH SATURDAY, DUST ITERATED BY GUGiNG Nm CONSTRUCTION ACTIVITIES SHALL Be RETAICED BYWATERING THE SIL PRIOR To AND DIlmNG TIE ACTIVITIES AND IN ACCORDANCE WITH 'E SOUTH COAST NR UNI MANAGEMENT ITUSNHIR RULE 411 AND MLE 403 RECLADIED VATER SMALL BE LGED WHEREVER PO.Rm r_ ADDTTBXALLT. ALL cooWUC1Im1 czu"w BALL, Be PPDPERLY Tama To REDUCE NOISE LEVOS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: s =A= vbUi-d -h bnt of vv' kr", Te, ih-arc .UDt1 alum m ifts s. TIG. Sa,bsctm I. r i d b taM. odaLtrp v s i thaw Pt thv utAlUec chum .nd any vtMr Ibve a rtnet.'.. rot s1o.n m - Ei k r-Ta-UMP�•t�i,4 Pub-, yr and nrry dn,.T to 1h.ar D,.s rr sb�cSusa SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR: Ca,trvctvr °Arses thvt hr -a vwre U,d ,Petr r.spam t, vA Um .Nb midtbu dA'tV th, m,stnetkn v! tris PJ -t• VrU,dl',D whit M aR P - - P ;p VN tint U,tr -qJ .Nt slnITvPIKy cmttwniy and rAr! b W tad b r -I -1,iV Nowt vnd tint SMAC -*.e yr shop *r.4 M.Mfy era Md M. - vb 1,,..rpr ar h I.w Prw arD' a,w .D ebbuv, - a .0 d, h, ranrclbn .111, N}e Priorrwv or smN m i3,b Pnirrt• .raPb hr DAbilty wbAv Pros i sats GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY, -At- eF M e ° "° " e ov Ler• TH» ea„I:ertm mm,)vei ueYrgaew aervb AWS NLLDAD erd eb4M a tlD CITY OF DIAMOND HARe b N+r4 rn ti n)a,eUv, Nth bn V aP tlW- roab M PMt. se. lio 4 THIS Pi.AN IAS BEEN REVIEW BY Bohan D Up, -A h- Thr eorrtmcim Aha➢ MNy USA 0 -00➢ -AEE -ALTS et hurt 4E, Mar. A AND DEED TO BE IN COFDRIANCE WITH THE RECOMMENDATIONS adwnv of Try mutrvcdbn vc➢vW.e tbt roy .AAect Ary v, -v nI ifibs M WR RETCRTCS) DATED PROTECT NO, DESCRIPTION OF REVISION pA� CITY APPROVED NOTICE PLAN O WASE HEED TO THE GID TATICH L ASPECTS OF THE RAN ONLY. YE HAKE W REPRESENTAnOR AS TD THE LEGAL DESCRIPTION: City o f Diamond B Cmt-r .hMl -Y All to tlU a -1 tllmvknr W d u --t AU dsc -d. b My endv.v Pia' b M,. m,..nwnmb or .air. ACCURACY IF DRENSIIDNS, HFASUREXENTS, CALCULATIONS. OR ANY PORTION THEREF, DAVID IL LIU CITY ENGINEER Thi a,AmlD.r ec n Bona, .rr Pawt °nd,i bawls PaPwc axy, NM Ono- RCE 44°53 DATE a r .lnU b rraP F- ta- wNElatM aP a bib awt aF Pg .,w ,,1 LOT 123, TRACT 30D91 GLOBAL GEE -ENGINEERING, TNG PLAITS CONCEPTUAL GRADING PLAN 1,n Of. 0 mppty o . Tor RvtrWibn of a .a F wa w yr .WWYyO orry detbk+sNn iv bring aHte t° dr:la, sli &,!U, Arad., ih.n b m anv.erce Fa• MrH.,D., tr Try eller Low FAcbn APN # 6713 030-001 3 CORPORATE PAM SUITE E70 7RA/DE. GLvmwa 926M ml'lEVED FOR WE CITY ot- DiAHDMm BAR BY, 1HALL778 "H SIRE INC. met 17TH STREET. SUITE PDD 2112 ROCKY VIEW ROAD MGHAN B. UPASANI 2301 WU C7 mO 4) 922-4 TLLA 69780 0 LOT 123, TRACT 30091 BENCH MARK BASIS OF BEARINGS SOILS ENGINEER RCE NE. DATE SCALE AS NOTED JURAWN MN NADERI CONSULTING ENGINEERS = 24.2D', THE CENTER LINE OF INDIAN CREED ROAD I 4 DATE CHECKED MH P.O. BOX 7553 ASSUMED AS ].SLAC ON CF?NTERUNE ff ROCKY VIEW RD SHOWN ASN 17 19' 12' E ON SAID TRACT HAP AND SHEET S DF 2 809-374-0453 NEC 175D HOD.COM RECOMMENDED LA VERVE, CA DEE SHOWN AS N 17 19. 32' E ON TRACT NAP NE. 23403 OWNER: D.E .46015 W. DAiEI 12-31-2011 1N THE CM OF DIAMDND BAR, COUNTY OF LOS ANGELES, KEVIN B YOUNG 2253 STATE OF CALIFORNIA.RAWING A ENGINEER GEOLOGIST CEG NO. DATE -AIN E. BOURGEOIS TICE 30242 DATE N0. 'CONTRACTOR NOT TO ENCROACH ON ADJACENT PROPERTIES' IgFA 0.O MOTET ALL SURFACE RN -NF FROM SLOE SURFACES MENUH) VALLS R,,ppp DW.L DC COLLECTED t TO DE DRADNCU TO TE COML RCD' RAP, ORCOM SPLASH DLITK. OR ma 0- tF,. NIDN'. •\ �` .ra%�, \� Irl TOAs m. $ 117 ' gin• ' 7 ,1 D \ \� .x m 1 i' jtoli` � S ` ':4 •, �.qr `w Ter �'>�-., ' �' �' z 111 4'"_./.. 'i 1; ` ` "' `INR=S•- '. las � 1y .\\titi`�.`� •L. • • ,� ,Sao �" � • �' ~ - ., `'ti; �. ` t ,Dy.1=� -.,-ti � " •. `� .'.:_ '., a ,,.-iH. ~ ""- ,N rr ,Ova `•eA•zT+ETrr ,3D„�. D'ltu} N�]}3 S M'!_•.'- ,I ' > �.X,X.T'� : ,ST FF' Lw � IS AF_ .I 0 Lab- �t 1 15DD 1 T-: :•--/---- ,Ras' ,m I'y-- ` �a• SPECIAL NOTE, TOPOGRAPHY WERE PROVIDED BY BOYD SCINEI00i LAM sur"r, DE57ON ENGINEER ASSUMES IA RE FP MLnY FOR THE ACCURACY AND EXISTING COMMORC OF THE SITE. NOTE: L DO IDT STALE THE DRAVDGS FORT CONSTRUCTION STATING I USE REFERENCED OR NOTED DM41MC ONLY. 1 USE FOUNDATION PLAN FOR CONSTRICT. STAKING NOTE: I- ROW& Cr ALL IXISTDNG STRUCTURE. fEIM VALL. COC, EXISTING DRAINAGE DEVICE AIM EIC, SHALL BE PER CITY APPROVAL AND BY SEPARATE PEIIIIT. E CONSTRICT NEW STRUCTURE PCR APPROVED PIJIN AND SOILS REPORT TECOMMOCATION FOR SITE PREPARATION AND GRADD. SPECIAL NOTE, ELEVATIONS AID CONTOURS FOR DESIGN GRADING PIAN SHALL IDT BE ERN¢➢ DY LANDSCAPE PLAN. ANY FIELD HUDIFICATION REaRRED PRIOR APPROVAL IF THE ENGINEER OF THE RECORD AND THE CITY OF DIAMOND OM NOTE: CONTOURS ARE SET AT R' INTERVALS, ADD 1000 TO DESIGN CONTOURS TO OBTAIN TRUE ELI 'IST WOCO & W.I. FENCE TO MOU'M SCALE 1' = 20' P/L P/L FE 11-0--------------------------------------------- .Nil. um p/L H D• -e2' V r P/L 19 FLOOR - -` - - 140 10 30 3D IO DD 90 SECTION A -A P/L P L P/L v L-zv R N3- _ -1 114,; ,srnUul--1T,,T�- 3140 _ `• l -_ 1132. .. rE1CJLC - -130 _ _ _ _ _ _ 7 120 -'-taNt&tER rat C luD- _-_ _ -------------- u 0 IIID -___........._ _. _ ___ .. _ _ _ SECTION D -D H V -e0. x,N EpOj� ODD- _____ _______--_-___ �a'Nak _--__' __.H._”-00 VI - N•5' - - IMS' _—___ Ri o I090-'--------"---'-----------:___....-'-------_:..:------ - - --=-c-090 648 AT° x-� SITE COVERAGE LEGEND SECTION C -C LOT SIZE: 49,223 SO. FEET = 1.13 ACRE=om agnum PmRa'OSF.D CONTOUR NET LOT AREA: 39,022 SO. FEET = 0.895 ACRE (100) EXISTING ELEVATION _ A ,77sR11 '`•• IOD RRO'GSED ELEVATION NEW BUILDING FOOTPRINT +ATTACHED PATIOS 5,974 SO FT �RETAWTNG vALL i 73 H -e HARDSCAPE WITHOUT BUILDING AREA 2,788 SO FT = DEEP FFUD LAG -� "•� EXISTING LAND USE AND ZONING: RURAL RESIDENTIAL FF FFa+7� FLOOR FG FINISHED GRADE R-V.CONSTRUCTION NOTES QUANTITIES FS FINISHED SURFncE LDE EXIST RESIDENCE01-CONSTRUCT TC TO OFF am ,RaDTRr ,� -CONSTRUCT DRIVE APPROACH PER APVA STD 7310-! (r we AND BY SEPARATE PERMIT...��...._., �.�..�_.......,.. PERMIT ............. 2 EA TG TOP OF MATE L- !O) R„ 5 •,•. O2 -CONSTRUCT 4' RETAINING WALL BY SEPARATE PERMIT AND NG TOP WALL DE Dom`• PER ARCH. PLANS...w..,...--...-......�M...-.........-....-�-..-. 00 SOFT TRV TIP OF RET, WALL CONSTRUCT FOOTINGS PER ARCH, PLAN L SOILS ENGINEER RECOHEND..-. 00 LF TFRIVER'OPOF FOUTIELEVANimO CONSTRUCT 2' CUNG RET. WALL AS SHOWN___—.- 00 LF GD GRADE BREAK SH QS -CONSTRUCT WATER PROOF STEN WALL OR DEEP FOUFDIGS OFF GARAGE FINIFLOORFP MGH POINT s, BY SEPAR O6 -ATE PERHIT L PER ARCH. PLAN-.»........-...._._..__..-�.. 000 LF URA UNDERSRGRAIN AW N -Y I CONSTRUCT 3' X 5' CONG RN WO(T-ff-WAY ROCK RIP RAP AS SHOWN ._.._..._- 15 SOFT RV MACKRIGH [C vALL ESUS GARAGE CAF. CHAIN LDDC FENCE 120) I 7 CONSTRUCT 2'X2' ➢RAM BOX PER BROOKS CONE. PRODUCT AS SHOWN 4 EA LL LEVE. LINE • - ._._ ,` - 0 CONSTRUCT 4' PVC PIPE SEND. 40 AS SHOWN _ - 250 LF CF CURB FADE BSL BUD_0•G SETBACK LONE f D CONSTRUCT DO LF c/e _ Cnt h But. ly- - " �'`T ➢ �. °fir DEN < 0 CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' C,B.V, •- Com Dock VAN SPLASH BLOCKS PER MCH PLAN,...........__._._M.-.__..-._..-, 00 EA CLG -_w16 ow Gtt., 'L RV. _RRt.KV VIII ,. N0. 5Dp,5. RA RDOP BRAIN i c ETT. ,7n,rs0u D•o T-.,Dhneter C1 Strrrt UUht I 5 SCJ'• BSL- BUILDING SET BACK LINE a F GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY - QUANTITIES u i / 1 _ i ANIS PEAR HAS BEIM RBY Mohan B UPnwN CITY OF DIAMOND BARN CONFO 1 _ AND DEEMED TD HE IN CIBGORNA•NCE VTM THE RECOHIEIiWNONS IN OUR REPOUCS) DATED PROJECT NO. DESCRIPTION OF REVISION DATE I CITY MYm REVIEW VAS LMITED TO THE GEOTECHNICAL ASPECTS OF THE APPROVED CUT 564 C.Y. "P+A• .%tl;` $ R.AN ONLY. DIMENSIONS, MEfD REAMIEMENTS, FLS TU TFE :I�iT� •.c r FlLL 11,314 C.Y. OR ARAcr OF HEREDF NEASIREETRrs, cALauTloxs, City o f Diamond B a r DR ART PORTION 7tmlmF, DAVID G. LIU CITY ENGINEER RCE 44053 DATE '7p THE QUANITIT AND BO SHODING PURPOSES HERE ARE fat GLOBAL GOO -ENGINEERING, TNG CONCEPT UAL GRADING PLAN PERSUT ANO BONONO L VERIONLY. 3 CORPORATE PARK, SUITE 270 THE CONTRAL`RIR SHALL VERIFY aJANITES IRVINE FALDFDRNIA SWIMS PLANS REVIEWED FIR TIE CITY ff DIAMOND DAR BY. 2112 ROCKY VIEW ROAD MDR TO START OF GRADING 959-2�v1 WOO HALL L FaTOW, INC 17782 L7M STREET. SUITE 200 "U C 4) 665 -CA ° LOT 123, TRACT 30091 IMPORTANT NOTES: NDHAN B, LPASAN2 2aW TEL out 665-SSDD 1- EXCAVATION, COMPACTION, AND FOOTING SHALL BE PER SOILS SOILS ENGINEER RCE NO DATE SCALE AS NOTED DRAWN DN NADERI CONSULTING ENGINEERS ENGINEER RECOMMENDATION AND APPROVAL FOR SITE PREPARATION REMOVAL AND RECOMPACTION. Curve Delta Angle Radius Arc Tangent 2- ALL FOOTING SHALL BE APPROVED BY THE SOD- ENGINEER 1 2D06'25" 571.00 21.00 1D.50 PRIOR TO PLACEMENT OF RE13ARS PER APPROVED SOILS REPORT. KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG No. DATE JON E. BOURGEOIS RCE 30242 DATE 30.05 -OLS CHECKED UH P.O. BOX 7553 IA VERNE, CA 81750 SHEET 2 OF 2 RECOMMENDED 908-374-0455 NEC OEVOYAHOO.CaU OWNER: MR. CRACKO JACOB R.D.E. 46015 DP. DATE: 12-31-2014 1801 E EDINGR AVE, /235 BRAVING NO. DATE SANTA ANA. CA 92705 213-268-3321 SECTION B -B p/L H D• -e2' V r P/L 19 FLOOR - .__ 140 12 ll0 _______ _..__...__1 Z. 100 SECTION A -A P/L P L P/L v L-zv R N3- _ -1 114,; ,srnUul--1T,,T�- 3140 _ `• l -_ 1132. .. rE1CJLC - -130 _ _ _ _ _ _ 7 120 -'-taNt&tER rat C luD- _-_ _ -------------- u 0 IIID -___........._ _. _ ___ .. _ _ _ SECTION D -D H V -e0. x,N EpOj� ODD- _____ _______--_-___ �a'Nak _--__' __.H._”-00 VI - N•5' - - IMS' _—___ Ri o I090-'--------"---'-----------:___....-'-------_:..:------ - - --=-c-090 648 AT° x-� SITE COVERAGE LEGEND SECTION C -C LOT SIZE: 49,223 SO. FEET = 1.13 ACRE=om agnum PmRa'OSF.D CONTOUR NET LOT AREA: 39,022 SO. FEET = 0.895 ACRE (100) EXISTING ELEVATION _ A ,77sR11 '`•• IOD RRO'GSED ELEVATION NEW BUILDING FOOTPRINT +ATTACHED PATIOS 5,974 SO FT �RETAWTNG vALL i 73 H -e HARDSCAPE WITHOUT BUILDING AREA 2,788 SO FT = DEEP FFUD LAG -� "•� EXISTING LAND USE AND ZONING: RURAL RESIDENTIAL FF FFa+7� FLOOR FG FINISHED GRADE R-V.CONSTRUCTION NOTES QUANTITIES FS FINISHED SURFncE LDE EXIST RESIDENCE01-CONSTRUCT TC TO OFF am ,RaDTRr ,� -CONSTRUCT DRIVE APPROACH PER APVA STD 7310-! (r we AND BY SEPARATE PERMIT...��...._., �.�..�_.......,.. PERMIT ............. 2 EA TG TOP OF MATE L- !O) R„ 5 •,•. O2 -CONSTRUCT 4' RETAINING WALL BY SEPARATE PERMIT AND NG TOP WALL DE Dom`• PER ARCH. PLANS...w..,...--...-......�M...-.........-....-�-..-. 00 SOFT TRV TIP OF RET, WALL CONSTRUCT FOOTINGS PER ARCH, PLAN L SOILS ENGINEER RECOHEND..-. 00 LF TFRIVER'OPOF FOUTIELEVANimO CONSTRUCT 2' CUNG RET. WALL AS SHOWN___—.- 00 LF GD GRADE BREAK SH QS -CONSTRUCT WATER PROOF STEN WALL OR DEEP FOUFDIGS OFF GARAGE FINIFLOORFP MGH POINT s, BY SEPAR O6 -ATE PERHIT L PER ARCH. PLAN-.»........-...._._..__..-�.. 000 LF URA UNDERSRGRAIN AW N -Y I CONSTRUCT 3' X 5' CONG RN WO(T-ff-WAY ROCK RIP RAP AS SHOWN ._.._..._- 15 SOFT RV MACKRIGH [C vALL ESUS GARAGE CAF. CHAIN LDDC FENCE 120) I 7 CONSTRUCT 2'X2' ➢RAM BOX PER BROOKS CONE. PRODUCT AS SHOWN 4 EA LL LEVE. LINE • - ._._ ,` - 0 CONSTRUCT 4' PVC PIPE SEND. 40 AS SHOWN _ - 250 LF CF CURB FADE BSL BUD_0•G SETBACK LONE f D CONSTRUCT DO LF c/e _ Cnt h But. ly- - " �'`T ➢ �. °fir DEN < 0 CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' C,B.V, •- Com Dock VAN SPLASH BLOCKS PER MCH PLAN,...........__._._M.-.__..-._..-, 00 EA CLG -_w16 ow Gtt., 'L RV. _RRt.KV VIII ,. N0. 5Dp,5. RA RDOP BRAIN i c ETT. ,7n,rs0u D•o T-.,Dhneter C1 Strrrt UUht I 5 SCJ'• BSL- BUILDING SET BACK LINE a F GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY - QUANTITIES u i / 1 _ i ANIS PEAR HAS BEIM RBY Mohan B UPnwN CITY OF DIAMOND BARN CONFO 1 _ AND DEEMED TD HE IN CIBGORNA•NCE VTM THE RECOHIEIiWNONS IN OUR REPOUCS) DATED PROJECT NO. DESCRIPTION OF REVISION DATE I CITY MYm REVIEW VAS LMITED TO THE GEOTECHNICAL ASPECTS OF THE APPROVED CUT 564 C.Y. "P+A• .%tl;` $ R.AN ONLY. DIMENSIONS, MEfD REAMIEMENTS, FLS TU TFE :I�iT� •.c r FlLL 11,314 C.Y. OR ARAcr OF HEREDF NEASIREETRrs, cALauTloxs, City o f Diamond B a r DR ART PORTION 7tmlmF, DAVID G. LIU CITY ENGINEER RCE 44053 DATE '7p THE QUANITIT AND BO SHODING PURPOSES HERE ARE fat GLOBAL GOO -ENGINEERING, TNG CONCEPT UAL GRADING PLAN PERSUT ANO BONONO L VERIONLY. 3 CORPORATE PARK, SUITE 270 THE CONTRAL`RIR SHALL VERIFY aJANITES IRVINE FALDFDRNIA SWIMS PLANS REVIEWED FIR TIE CITY ff DIAMOND DAR BY. 2112 ROCKY VIEW ROAD MDR TO START OF GRADING 959-2�v1 WOO HALL L FaTOW, INC 17782 L7M STREET. SUITE 200 "U C 4) 665 -CA ° LOT 123, TRACT 30091 IMPORTANT NOTES: NDHAN B, LPASAN2 2aW TEL out 665-SSDD 1- EXCAVATION, COMPACTION, AND FOOTING SHALL BE PER SOILS SOILS ENGINEER RCE NO DATE SCALE AS NOTED DRAWN DN NADERI CONSULTING ENGINEERS ENGINEER RECOMMENDATION AND APPROVAL FOR SITE PREPARATION REMOVAL AND RECOMPACTION. Curve Delta Angle Radius Arc Tangent 2- ALL FOOTING SHALL BE APPROVED BY THE SOD- ENGINEER 1 2D06'25" 571.00 21.00 1D.50 PRIOR TO PLACEMENT OF RE13ARS PER APPROVED SOILS REPORT. KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG No. DATE JON E. BOURGEOIS RCE 30242 DATE 30.05 -OLS CHECKED UH P.O. BOX 7553 IA VERNE, CA 81750 SHEET 2 OF 2 RECOMMENDED 908-374-0455 NEC OEVOYAHOO.CaU OWNER: MR. CRACKO JACOB R.D.E. 46015 DP. DATE: 12-31-2014 1801 E EDINGR AVE, /235 BRAVING NO. DATE SANTA ANA. CA 92705 213-268-3321 EXISTING TREES PLANT LEGEND TREE # BOTANICAL NAME COMMON NAME DBH WIDTH HEIGHT REMARKS (inches) (feef) (feet) 1 TO BE REMOVED 2S. Col, RInck Walnut 19 15TO BE EMOVED 3 uglqns colifornica S. Col, RInrmu t-17 18 TO BE REMOVED 4 TO REMAIN *Not mitigated due to DBH size or species. TREE LEGEND 4/0 Existing trees to be removed see tree legend. f Existing trees to' remain in place Replacement trees @ a ratio of 3:1 0—Juglons califomica, S. Col. Black Walnut (Qty. 6, 24" box) Location & Direction # of where picture was taken g 43D18OD.-E 155.1)0 ROCKY VIEW RD. REVISIONS BY 03.19.14 OS -20-14 08.04-14 09-20-14 10.02.14 PHIL MAY LANDSCAPE ARCHITECT 193,7 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fate 909 373 1958 P-y0PNW-yd-"g—m xxw.pN4naydodpnmm 1psaac4„E tips• 5. 4,y J.� n x— — AFE aF CFtlfap'` Z O U WZ 0 CL W' W o0) w G: rn Z WU � >Q FD m w 00 m wO O rQ ND E . ow a i 1115114 b ° 14 006 xEE} T-1 F3 of 3 SHEETS SHEET INDEX SHEET No. DESCRIPTION T-1 TREE PROTECTION PLAN L-2 PLANTING PLAN L-3 IRRIGATION PLAN Location & Direction # of where picture was taken g 43D18OD.-E 155.1)0 ROCKY VIEW RD. REVISIONS BY 03.19.14 OS -20-14 08.04-14 09-20-14 10.02.14 PHIL MAY LANDSCAPE ARCHITECT 193,7 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fate 909 373 1958 P-y0PNW-yd-"g—m xxw.pN4naydodpnmm 1psaac4„E tips• 5. 4,y J.� n x— — AFE aF CFtlfap'` Z O U WZ 0 CL W' W o0) w G: rn Z WU � >Q FD m w 00 m wO O rQ ND E . ow a i 1115114 b ° 14 006 xEE} T-1 F3 of 3 SHEETS PLANTING NOTES 1. Contractor I. to review plo vedry tRe conditions and plant quanUtica prior to tnste6etion. Contractor shalt take .ole re pa-11,1illy for any cost incurred due to domeppa of .doting ugGlles. Plant material yy llUee can listed for the cowenlence of a Contractor. Actual number of aymbds shell live priority war quantity designated. Con6lda between the Owner and these plan. or within them plant shall be brought to the attention of the Landscape Architect prior to landeca a inatoliailo- laMyy devi.Uon(.) from the plan. or .peciOeoUon. will reWne writion approval from the Owner and or Landscappee A fiat. The Contractor shall onsume full r.pomibi6ty for all nx..ory revfalons due to falfuro to gee such notincction. 7 The Cadractor shall maintain a quallned duper Asor on the alio at all times during carstuction through completion of pick-up work. 3. The Contract., shall ...I. Its graded shin 0.10 foot at 0nl.h grads Commanmment of work indlcatet Contractor's accephan. at sds Ing grad. and conditions pf of Brod. aholl be adjusted by Contmeb, as aireeted by Owner•. ropr.ontotive. Alf groding shall be completed prior to tom. --.at of planting operation. 4. The Contractor .hall furnish and pay for all container groin tro., shrub., vin., seeded/oodded turf. hydromulches, and flatted yround—lie. The Contractor shall aim be resspp .ibis far and pry tar plonUng, ctaWng, and g-..tx of all plant me etlots See planting datalia for planting and .laking/guying requirements S. Tho t-.norL-aepa Architect and/or Oen.r --hail epprve plant .idol placement by prior I- 1-tcllaUca S. ForWker for all town areao shelf be a Blow -,manse, high -nitrogen fartLTOer Incorporated Into the sell during planing. 7. For aream to be landscaped and iniguted, gra following amandmante shall be uniformly broadcast end thoroughly Incorporated, 6' deep by moons of a rototigor or equal. • Amain{ er 10D0 c a feet 4 suns . mtrogon aiilafiT orponle aompooi 50 pound. agricultural gypsum EL The p]anUng meas for tin. shelf be dug three Uma the dlonater of the root boll and two Inch= eha9ower than the roolba0. The pplanting pip to be dug In the center of the llilod area, oholf be . wide as, and two Inches ohNlowor than, the matb.IL Planting pits for ahmb, and per.ntois rshall be dug Mks as wide and one -and -o -holt Ume. as deep os the reotboR. 9. The Londseap. Cafte.ter shall maintain all pi nrted area sheen on the plans, Including (but not limited to) watering, pruning, edging, and mowing, for a period o thirty (30) days after complatlan of pmjact and acceptance by Owner. 10. Th. land, -p* C.nl tun, oh.il worralrrtk, and replace erg' ptont mated.] that shove sig., of look of vigor or other .healthful appeoranee within ninety (96) top of .mple0on of emlroeE Taxa shot hove been topped r othe,.,. Mpmpery pruned by the Contractor droll be romoved and ropl...d by the Contractor at no cost to tie Owner. PUNT 11knRULREOUI1113) PROPOSM x PFACtKt E OF UM TREES (D Deceharb puabm 'plgevn P.1w Proetrotn O.Jetn Bash 1 gal 24- nth 205 452 1=11.. on 55% SNRURS African Su na. 24' bat 5-g.lon 705 735 '-q.1 on o ocaou. on 305 275 ' GROUf°COYR SHRUB Coven a wdhin 2 1005 1005 NOTE ROUGHEN SIDES OF HOLE BEFORE BACKFILUNG DO NOT USE PLANT TABS OR FERTILIZERS EXCEPT AS SPECIFIED i-V.I.T. RUBBER CINCH RES 2 LODGE PALE STAKES TO EXTEND 24 MIN. INTO UNDISTURBED SUBGRADE 3' MULCH LAYERl' III- PLAN18 CROWN TO BE 2" OR SEE FOR �j ABOVE ADJACENT GRADE OTHFINISER H SPEtlGRADE-tFY f -FINISH SURFACE SOIL UNDISTURBED SOILS TWO TIMES VADTH PROVIDE ROOTBAI2RIER ROOTBALL FEET MIN. BY 12 DEET P 5 WITHIN 5' OF �1 TREE PLANTING DETAIL N PLANT LEGEND M013L ROTANiCAt NALC MuW4 Wur Mn gm co..E rS TRCES 5 qui (D Deceharb puabm 'plgevn P.1w Proetrotn O.Jetn Bash 1 gal ® po nlanlum pcnohun 11 Carom.. OChiblpa Iashkud.Nb t5dtat.o 24' bat 2 isan-Tmnk(3) 0 Rha ba— African Su na. 24' bat 3 M ndad hunk Jugfom acparnice S. Cal. Bleck Wnlnut 24' bat a St..J d T.A SHRUB Oo Aia+e olimualn F.del Agam 5 got 32 Ag— vuneralona adepu. Ag.re 5 gal 11 eB..R.Inn lac '11—ku' Ramnlm BougvlmRlsa 5 gal 10 eS... Mea J.Poako Japolrma B ,wood 5 gal 57 Q (:t—pl-.0 Ped Bir! of P -r -T- a yvi 3 ® Do.ylidon impladmum I adorn Clint Ts. 5 gal 1 6 Ibpeal. pmvita. Rod ris^ 5 0.1 2 Ug.trum japonkum Ta.nun' Tema Prba! 5 gal 346 (D some daek-O ctrl nd 5oge 5 gal 10 0 Pephlvtepl. Indian'Bcikrina' Indian Wwthom 5 vci 72 PEAE.IAS �. Ab. ablate Caret Aka 1 9.1 23 O Dle. Npalor Fortnight Illy 5 got 55 ! ftwnioeNr. hybddf Dway I gal 20a mbmd cake OPentam. calm; F'aea. k.r Pavlemon 1 got 25 CnMDccWR Rea 1. Ti— Oogwt PIM' pink Dround— Rine 5 qui (D Deceharb puabm 'plgevn P.1w Proetrotn O.Jetn Bash 1 gal ® po nlanlum pcnohun 11 Carom.. Rot. ® Se..d. aas, . Blue Chok S8W Rot. tlrapmao parvlf.lum prostal. itepaam bob ©'. LON Tull I—. app, tad ve cRuS ma macx'PAW SPRINGS GOLD' 6'-5' MWITE COBBLE STONE DECORPOSE GRMIMI G) 'RUM SPONGS GOLD' ® 16'-24' SOLUERS'DOERf IXRD' .'.�•�.'.'. FideUng re&s ng.laUon b remain in Pb— FINISH cap MULCH INSTALLAvON oa p1 gig and lnfpatbn opaotiano ore k.0. ewer all ECt.d landaca .aeras wM 3' toyer o! SPEC If as mode 6y Ill Wood Pmdu.b (877-475-9787), or aquas 47 plant O 48' ase. 13 plant O 72' on iB plant O tY ansa 18 plant O 12' ansa 268 plant O 12' os 620 uor.lhon 8 m .fuel OTHER ACKFlLL MIX: 1 -PART COMPOST 3 -PARTS NATIVE SOIL UNDISTURBED SOIL -y J. -T orn;4 W'P6 NOTE: PUDDLE AND SETTLE BACKFILL PRIOR TO SETTING SHRUB. ROUGHEN SIDES OF HOLE iGl SHRUB PLANTING DETAIL SECTION V1Ey! 1175 PLANT GROUNDCOVER TRIANGULAR SPACING BEE LEGEND FOR DISTANCE ® ® PILANTIING LEGEND SED PLAN VIEW 3' MULCH LAYER FINISH GRADE i RODTBALL 6w� BACKFILL MIX: 3 PAARR7S NATIVE SOIL UNDISTURBED SOIL n a?O DCOVER PLANTING DETAIL '� SECnarl v/EW ttT3 vVVVV v v v v v o V v v ' T55.DD' n-abvoov vvvvvvo vvv vvvvvvo g43018�DDE vV'Gvvvvvvvvvvvvvovvvovvvo ,..-•+v'b 'vvvvvvvvovovv vvvvvvvvvvvvo �„�....-v 7 OV= v e vv o or ov v v v v v v o ovovo o o v oe .rvv vvv vvoovvvvvo v v v vvv v vvovvo v v vovv v v vv -evvvvv v v v o v v v v v v v v v v v v v v e o v o v v o vo v v v o v v v �-••rVb`oove oovv vvovvo vvvovv vov000vvvov ovvov vo vvv vv vv o ..-v"tivovv voovvvvvovvvoovvovo vvv vvoovvvvvo ovovo vvv vo oov oovovvvovovovvvvo vvvvvvo vvvovvoovovvvo vvvvvovo ova vvav� vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv0 VjRDISTWEBE[PNA1TVEv v v v v v v o v v v v v v v v v v v v v v o v v v v v v v v v v v v v v v v v vv vvv�i��'vvvvovvvvovvovvovovvvvvvvovvvvvovvovvvvvv vv v v v v v v v v O v v v v v v V v v v v v v v v v v v v O.v v v v v v v v v v v v v O v v V V v v v v v v vv ' v v v v00 v v v v v v v v v v v v v v v v v v v v v e V O v v v v v v v v o v v v v v v v v v v v',ov vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v vvvvvvvv 7 v v v v V v v v v v v v O v v v v v v v O v v v O v v v v v v v v v v v v v v v v v v v O v v vv v v vv 'vvv vo`o vvvo a`ir oe vvovv ovvov 7 cvvvvvvecvavvcvvv vvv rvvvvvvvvvvvvvvvvovovovvv v -y .a,o vvovvo vv e'—'se a'a vvvvvvvvvvvvvvvvvvvvvvv \vvvvvvvvvvvvo oov rvvvvovvvvvvvvvovvvvvos-/ `00000v000vvvvovc vvvvvvvvvvvvvvvvvvvvo .) vvvv000vvvvovoo novae vvvvvvo vvovvo vvv ovQ1HDf9i�(W:{¢278gF�c'Up(Nq�dpTdwc v v0 v v v v O v O v or v v vv v vI, ev// 'Ovv Mv1X1 vvovv `•vvvvvvvvvvvvv,vvvvvv vvvvvvvvvvvvvvv vvovovvvvvv voovvvv v vvvvvvvvvvvvvo vvOpvv Ov.000V OOvv vvvvvvvvvvvvo vv b7vovovvovvvovo -vvvvvvvvvvvvo Rt O 47W' vv vv vvvv vVYvvvvvevv ii(RAR `Ipj80I4i,�0Ip��0I� :,..'.:.'... . :j�:'qvAif''��I�,�OI,Oi<'�I�O►�`,Iw`d 6%p'R4,rl►Mj�ei`��ei�i.'�'s�oir� �';....•.' r��j�'0(a;Qs ��'� �p0'p=s4;Ia:L�i�4_L�i��i�OI►�i�s_I�i�a'Afs`lf���iji'.'.'.', vvv f�w�i p lea° 6° 4aO OQ?e'Q'd 256 V-40 ����NO v;',!i��o���� L V) POOL D .•. ��:•.... ••.._ ••ton=�.•.' {• �I ,. Opi4. a �4sa.• Cip:. X0)2 a='eons, %e MA';1�.-.,�•;D�d�ot.I §INIEW MEME 11W. REVISIONS . BY 03-19-14 06-20-14 0&64-14 00.20.14 10.02-14 R.S. PJd. a- 1115114 1116'1'-0' ra 14006 sxaar - aF 3 zxerrs IRRIGATION NOTES I. It la the respona@181lyy of the Ini,�Uon Contractor to familiarize himself with oil grade diHertnws, location of wall, rvtalningg walla, vlruc4Urw and u110tin. Th. Contractor oholl to Ir or replace, at no aearnond seat to the owner, all items damogad by his work. The Contractor aha! coordlnotn his work with other contracts. for the location and Instate of pipe view. and lateral. through walls, under raodwoya and paving, ata L The Contractor shelf not willfully install the Inigntian oyd.m as shown oa the d....q when It b obvious In the Heid that unlmown obstru lana, ,rode diffenncea, or diff -nova in the oma dimension axict that might not have bean dd-..d In the design of the initiation =a_ Such obeWcil- r dillar nen shall be brought to the attention of the Owner. muthadzed reprosentatt.. In the event Thie natificotlon la not performed, the Contractor shall assume full rasp ... lbllity for any noenss ry alteration. to the work 3. The Contractor shall obtain, coordinate, and pay for any and dl Inspections as required. 4. The C ---dor sholl be -possible and gable far airy encroachmeat into odja.nt property. P-O.W.'. co-enb setback. or any other legal property rasbicUane ailhar marked or unmarked. 5. The br(go6on vy.tam design Is booed an o minimum opomlion I., . of 40 P51 and ....Imam flow demand of 10.0 GPM. The Contractor shall verify water ptnsaure pdar to cam! n. Report arty drffcranas botween the water pressure Indicated on the drawings end the .dual pressure r4oding at the niga'don point W can ... go. to the Landc.ape Architect S. This deign is dieyyrommatla Ni piping, valves, else, shown within ppaved arms le for design clarification only and shell be Installed In planting areas wherever passible. The Contractor shall locale all vete. in shrub or groundcovrr masa. 7. Tralch(ng within the driplin, of large existing tree shall be peAomta) by hand, and wgh extreme cora not to sever sola TM N d)amstor and laryer. Wirers root. 7-,2-1n diomatmr and larger an In 'monad, the Contractor .hall tunnel under .old rads. Exposed roof that have boon unnoted under nholl'be wmppad N wet burlap and kept .slat while the trench (. open. S. All main In piping, lateral line piping, and central wires under paving shall be ImAellsd In Schedule 40 PVC slaws at o minimum depth of 18'. Siown shall be Installed bstore paving Is In place. All Wom. sized shall be a minimum of twice the diameter of the pipe to be alew.d. Control wire slew. shall be of .ufficl nt nine for the required number of wires under paving. 9. Pipe sixes .hall cont.- to Throe shown on the drawings. No substitution of smaller pipe sizes shall be permitted, but nubnblirdlon.. of larger masa may be approved. Ali damaged and rejected pipe shall be romoved from the nice of the time of cold rec.Uon. 10. A)1 sprinkler code shall be act perpendicular to flniah grade unix s olhenise apodnad. Install all heads with double owing jairds as par dated. All hmdv adjacent to parking lobe, walks, reads, or other paysd'amas shall be Installed with pop-up bodl- 11. The Contractor shoes flush end adjust ail sprinkler heads, drip tubing, and wive for optimum coverage with minimal minting end/or ever spray onto w.It..beats, wells, do. Substitution of nozzle pattern or radius as required to achieve .pit.- ....go to rasp.nelbIlAy of contractor. 12. All Irrigation equipment not otherwise debited or specified shell be Totalled ac par monutactumen recommendation and appcinaollans. 13. Drip tubing shell be Installed in parallel news (whenever possible) 18' apart on top the finish gado, and covered with 3' of .pacify motorial- eco planting pian. Emitterspacing of odJocent rows ologganed. Tubing shall be finer" staked fn place with U -atopies at 5' on'center (24' on center around tight curves). In ateepy eloped amos, install tubing rows pefpendiGuTar to the drection of the slope. Install flush valves at the ends of drip LLubin, runs, and air/vacuum relief V.N.6 at the drcuit's major high points (as Indicated on pians). Install flush volves and air relief volvas In 6• valva boxes. Drip Irrigation tubing shall be connected to Schedule 40 PJC supply and axhau.t manifolds who. indicated on the plans. 14. All remote contmi vela., gala este., /lush eaten, end p;- re rteel Vote. .1.11 be Installed In suitable valve box. as shown (n detail., compiet. with irking eves.. All shell be Carron, Amber, or approved .quel; and shall be marked C.V.' tar gate -TV-, 'MC.V." for .mole <ontml wives, eta Provide expondon coils at each .1. can ... Us. in Valve box as per details. 15. Insist] allbackflow prevention devleen and off piping between the ppoint of connection and the backflow prwanler as par II cod.. Flnot location of the backnow prwantar and oulonem , mnbvll.r shall he approved by the O -N, 1S. 120 VAC alocbinl poewor .arcs at controller location shall be provided by others. Tho Contractor .hog make the final ca.-r.n from lbs leddcoi source to the controller. 17. Pressure test Mainline at 150 PSI per three(3) haute constant. 3/4' aSC ALnR OWrs-1k. ttNN1A4E RypE ralrlppL Ntai naw: PRva]SFIF45Wx VALVE i• fpr f Lad FLM PRIU F42M (1,0. WRNEA r ' GsAVVEL S1NP 1 , Ox B<{SiLNC Taw VFLVE 8(a! UTERV QHmcIGHs -nLaOcWre aFs OW.CaROL ZONE ASSEMBLYa ss r•wal ii to]• �0■���' e'� t�" i�iiiG�if� © '*"702000 Col= =001I 103==Mw =2100 �;•Q��1;+�-�-�_��t.�:�WO�© II: •Emma �L�:a.-Ta..LS1.�4J�.0 1®' 'I I' »� - T -o SPRIY I--. l •moi 7D ROWN Point of Connection # 1 Minimum Asp11.0 WderAllowann DAAWA) Tobi MAWA- (Efo x 0.7 x U N ea. R Y 0.62) =Gasses psrylnr lar LA wnera M.16nwngaaar payng Era -R phAssAp;walx.p Era•Reierar4lrs vAepyalbnAppandm G(bNea payed a7•Ev% AQ Fedor(ETAF) EW WSPEdbn pd I'su. Lniwmpvtlun tapas Ing ase. conAabn rasa tis ser«- Pa urye n rod) MAWACakubll- ETo ETAF UorSU (ft2) Gsrnenbn MAWA (Gose. P.tYanr) MAWAfor U- 493 0.7 20,940, x 0.62 150,76L00 Total MAWA- 20,940 450,76200 G.1/Ysar Edlmalsd AW.dWalor U.e ' EAWU- ETs%KL.LAx0.m-IEaGalhmpe1y- whwe. EAVN•Bnmded ArpCW Yhiwthlipabm payelg la. -K..KdxK- ET1•Relarexa Eva{mtrempyaasn Apwrml G(Irewn P-Ynd K.asplr4ve flaw(once•0.1-09)(11. WUCOLS W brvak-) la. •LaMsnpa"c"wr4 Kd • damny rntlnr (nngl • 0413) (see YW COLB mr dlndy value egos) U•Laaflcywtlun(quafnl) .-I.briarpl Kmc•ndcroclinvtl pdar (mnps•041.4 )(u1 WUCOLS) E.Dtl Ispanbail IE•YdgatlnnEmdercyIYE%DU Ap W...F rap mremrtp4lEPw<nNpe1) .P.) IME•kdglaln YwePmVotive) W . addbaon Udlamty d yorke4 k11a1am head EAWU Celalxgen ET. I I 1(,MLAJCanvsnbn IE EAWU(Galoresoya., Mecumilblerl.1.1 6htuh0.62 + 175 345,03].00 Wall-WvlarUdng 6hrub 48.8 x D50062Hlgli Warr L.- 49.8 0700.62 + MIS 18,=.W T.W EAWLJ 20.040 1 471,56040 G.VY., ramw ma.L6 S'' T*Msox.w- 1' en Wr vwvx sax dawE eFlrrNp6nN a112PJi.P 6 Nasi err s� .uttiE NKA -1 4i- '��wN- aw. sxaowcr{n'air w rowan tram) 1/a aU R M acts. soar. -LR boos Sal a. tuwxC ° IQ�ird'�'+vsls pppp l :l BALL VALVE i(a� � w UIIE U ars • TechmDneTE FLUSHING VALVE m,wm�a» xxa (D -gra p ra.n..rLxerr O�",a.•L�naw41 (]a tin {sank. © .star Ilse 11F1a1xk 0a vex orae+,. -ea r.,rwx Oa a-nwAc Q mea ave ac �a w� Pew uno<o o I� ED 2 - Y RNMi GRADFJfOP OF MULCH �ORPSf'PRE ROYfOR PEitIECEhID PJC Sell BD NOrPLE (tEN. AS REO .) 'Ler 1/2' MVtLDC ST. EL SCH 40 StREEr ELL 1/2• SCH 86 MPPLE (LENCIH AS REOUIREO) 1/Y k RL.Dc ST. IL UTERY. PIPE n POP-UP DETAIL Nrs xawa I „-w ,1a 1 � ARIAF ERIYEER LY 7not ARIA No I - . i 44r W a' FnouRENZE FiEr9T V%E PW,NED TO TeWkw LY_ `EE "En"' EN H TECHLINE CV D FEED LAYOUT rats y"•1rC r sE" 3� . �: Ax REVISIONS .8Y 03.19.14 06-2044 08-04.14 D8 -2D44 10-02-14 PHIL MAY FXIT61 MM-1Iw1i 1937 West 9th Street Upland, CA 91786 Phone: 9993731959 Fax: 909 373 1958 ptmy®p"Is-ydadgnmm wvw.pHlnaydedo... Y o% 6 RS.a P.M. E 1115114 own 14006 � star L®3. or 3 a- 101 EXImNC RESIDENCE SQUARE FEET UNO LOT COV % GROSS LOT AREA 49223 12 NET LOT AREA 14370 40 PER PREVIOUS RUA NET LOT AREA 45346 13 RUA DELETED FOOTPRINT 5746 C=) 101 EXImNC RESIDENCE SQUARE FEET UNO LOT COV % GROSS LOT AREA 49223 12 NET LOT AREA 14370 40 PER PREVIOUS RUA NET LOT AREA 45346 13 RUA DELETED FOOTPRINT 5746 "T U 8 101 EXImNC RESIDENCE SQUARE FEET UNO LOT COV % GROSS LOT AREA 49223 12 NET LOT AREA 14370 40 PER PREVIOUS RUA NET LOT AREA 45346 13 RUA DELETED FOOTPRINT 5746 10 mom"" Ea b� � �\, 4 \ � �� � o H2 3� VACANT SITE 3 32D09'28"E! 129.23' FIRE HYDRANT 32 IT -RAIL COUNTRY 2 Y FENCE ROCKY VIEW ROAD SITE PLAN VACANT SITE FLOOD HAZARD AREA m NEW 3 STORY RESIDENCE rr -0 VACANT SITE OWNER: ff Co EXISTING 1V DIAM EC r--1 EUCALYPTUS TREE AMAYA DEV, INC. 0 - TO REMAIN S PROTECT IN PLACE 1000 N BRISTOL AV 17-104 < NEWPORT BEACH, CA 92660 u TEL 213 268 3321 6 m D < INDEX 3 R I SITE PLAN 2 BASEMENT PLAN IT UJ 0 CONT)URS ME SET AT 2' INIERVALS. 3 IST FLOOR PLAN ADD IDOO 10 DESIGN CONTOURS TO OBTAIN TRUE ELEV. (rT 4 2ND FLOOR PLAN A 5 ROOF PLAN ui 6 SECTIONS 0 7 ELEVATIONS FRONT AND REAR < 8 ELEVATIONS SIDES REFERENCE NORTH 9 SECTION D mo Cj) 01 GRADING PLANS 0 ui 01 LANDSCAPE PLANS Cn ui SCALE 1" 20' 0 L 3 IN DIAM TRUNK Ir— 00 BLACK WALNUT (SHVTB) REMOVE 3 IN DIAM TRUNK Curve Delta 6le Radius Arc TO,nt BLACK WALNUT (SHRUB) 1 2D06 26' 571.00 21.00 1 0!u REMOVE LOR43018 lig E', LOT 123, TRACT 30091 APN 8713 030 001 SQUARE FOOTAGES TOTAL WANG GARAGE BALC./PA710 ORCH a— BASEMENT 4036 987 SF T -EZ 1ST FLOOR: 3729 1074 SO FT 407 SF 2ND FLOOR 3630 0 SF 11,395 SF SLOPE = .0022696 IL/A .002296 X 15000 X 2/1.0157=16 % ZONING RR RURAL RESID. 00 THERE NO EXISTING FENCES AND NEW FENCES ARE NOT PROPOSED P ENSTiNG RESIDENCE LEGEND e- RETAINING WALL pasaND GARDEN WALL DRYWAY PAVING SEE LS PLANS SCALE 1 INCH = 20 FT - 0 IN n SHEET O O n SHEET O O lz 4LA 6 101'-4 1/2- 25--5 1/2- 35-3" 27'-1 I/e O - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - II I Astor 6n1Nau ulI MEDIA SNOWM L DD ir - j ON OPEN TO ON Banw fAUNDRY I - - - . I I - I -B-W BMOW L=Ef OM OVAL RE COUNG MUNS" A"MIUM A [LOFT MT . ..... ....... . . 01-1 11 . ....... 2ND FLOOR PLAN (UPPER LEVEL) SCALE V4* - I FT -0 IN. PL ---------------------------------- -------------------------------- 1155 - 1155 F-F�-11-52 1155 1155 115 1150 1150 1150 1150 1145 1145 ro- - co 11140 --- 140 1140 01 1140 1140 < 1135 1135 GRADI% PLAN FOR ELEVA*nom u TOR -Or -WALLS 1135 1135 rN FF 11,30 1130 1130 1130 TH-41116N =1111=111=1111=1111=1111=1111— Illl EU7730 1125 M.11mi 1125 7125 M1101111411m IT IT EEE E=E =1111 — M FUM Pq LIM, I I RE RE I - — 1120 IL -IfII—IIIT--nflff=nTI—=nTM —1111 1120 1120 01 1115 11=-- RIME 111= -(II-III- -- w i� INE I-- I, ME III = = ll 1115 1115 — —IM ills IIII Iffifl. TTI -N. M 1110 III==IIIIMI M�� WEI MMI11 1110 111.0 1110 CCE o -TI >w < M I 1 11 INS— ME co SECTION A A z N M 0 SCALE I INCH = 10 FT - 0 IN 1100 aa 0 II= jEai I Etl -11 iE:1111 rr 1 1100 0 co 0, -------------------- =- — w 01 1111=111 f=1111 M I M—E 1111-0 1 IM 1090 1090 --------------------------- ---------------------------------- MI, M 1080 1050 PL luso — FF 1130 1125 FILL' 1416 SQ FT ailll 1120 MR 1115 1115 1110 SECTION 13,0 --------------- - FF 1141 EF 1-13C SECTION C C SCALE 1 INCH = 10 FT CRADWS PLM FOR a-EVAnom Or WALLS ErC "35 ,30 SEE GRADING PLAN FOR ELEVA'nOM I- TOP OF WALLS ETC 1115 1110 1 CONCRETE ROOF 71LE --- EAGLE PONDEROSA STUCCO FLOAT TEXTURE LA HABRA OATMEAL STUCCO OVER EAVE TRIM, SILLS LA HABRA PUEBLO ELDORADO STONE VERONA- HILLSTONE VINYL WINDOWS ----------------------------------- ---------------------- ::: -- -- -- -- --::: -- F I SOUTH ELEVATION SCALE 1/8" = I FT -0 IN. CONCRETE ROOF TILE EAGLE PONDEROSA STUCCO FLOAT TEXTURE 01LA HABRA OATMEAL STUCCO OVER EAVE 2ND FF 1151 TRIM, SILLS LA HABRA PUEBLO STUCCO OVER 4X6" TOP RAIL WROUGHT IRON RAILING ELDORADO STONE VERONA- HILLSTONE n :AST _FF--14� pmq VINYL WINDOWS STUCCO OVER 4XV TOP RAIL WROUGHT IRON RAILING CONCRETE ROOF 'nIF EAGLE PONDEROSA STUCCO FLOAT TEXTURE LA HABRA OATMEAL STUCCO OVER EAW-- TRIM, SILLS LA HABRA EBLO "L E )o LDORA 0 STONE VERONZA-LLSTONE VIN WINDOWS CONCRETE EAGLE PONT STUCCO FLOAT TEXT LA HABRA , STUCCO OVE TRIM, SILLS LA HABRA I ELDORADO VERONA-HI VINYL WIND( �IST FF 1140 u�-__--^- -^---_--- --low EAST ELEVATION SCALE 1/6' = I FT -0 IN. t o I f19LEF 1140 BASEMENT FF 1130 WEST ELEVATION SCALE 1/8' = I FT -0 IN. STYLE: ECLECTIC PRAIRIE 10 =CIO Im < U m< -j -Z 0- U w 0, F- ffT ZD Lc cf) am} i 0 rmM < Mz p N mo cl) R co Z0, LLI 0 z 0--o Lu UD �-o F- n - amr- tt rF- -----___ux----_ 15 2! _ 1150 _ 1145 i -[FT �7 'i PL _ 1135 1135 773 - 1130-- - - - - --- ---- S'MR10Ff 1730 _ _- 1125 7125 Tt 25- 7725 1720 1120 1720 1120 771$ GENERAL NOTES QUANTITIES CONSTRUCTION NOTES QUANTITIES L ALL GRADING SALL C0+'LY VTW WE ROVDmxS W SECnW )DD9 Nm APPENDE" 1.P D- THE fiN.ODDNA IAS m➢C I- AND AU. ANnmHortS A➢WPTED ar TUE a . CUT -64 C.Y. FILL 11,314 C.Y. CONSTRUCT DANE APPROACH PER APVA STIl IIllO-t LEGEND -- atmrG C@lTOIR ommulCOUTIDUT 5 slT`P; w aOETE INK sxNl (oar vm! WE IOunDc i ALL HILLS"O"rO GRAOAN AND BY SEPARATE PERMIT.-,.. 2 EA - PROPOSED 60 POMONA FWY D SH NDNAIHFM ORHALL. AND NCE U nPIC G NOT EXCEED 2,L C 3. tG Stall DX940GE LrRIL A GTAeDG PEPoGT HAS BEDN TSSUm BY WE f3Tl' ff (2 -CDNSTRUCT 4' RETAINING WALL BY SEPARATE PERMIT AND PER ARCH. PLANS �..... 00 SOFT CI°DI EXISTING ELEVAT1oN IW PROPBSED EL.EVAnON vs� RETAINING WALL RIDGE GOLDEN SPRING DAHOm GAR. CID GA 4. ALL FILL SLIi+Es Sall HE @PACTm W NOT LETS THAN 90 PERCENT ff WE MAYIMUX DDLSITY, THE WANiTRES SHOW HERE ARE FOR (D -CONSTRUCT FOOTINGS PER ARCH: PLAN 6 SOILS ENGINEER RECOHEND- 00 LF STEN WALL _ DEEP FCC INCA (�� a SUFnETEM TESTS OF SOL PROPERTIES, DLUIIDtG SM TYPO Alm SHEAR STRENGTHS SHALL !E MADE PERMIT AND BONDING PURPOSES ONLY. (�4 -'CONSTRUCT 2' CON(. REI'. WALL AS SHDVN 00 LF -- R --o- CLT/FAL LINE Z NsmG Guam GPERATmNS To VERIFY CONMUAxCc vrW DESIm CRrrc I THE I Ts E SUCH THE CONDUCTOR SHALL VERIFY OUANTIMES QS --CONSTRUCT WATER PROOF STEN WALL DR DEEP FOOTINGS FF FD7ISIED FLOOR FG FINISHED GRADE wi imTDG Sall HE REPORTED IN THE rML AS -GRADED REPORT "WARM DT TME MPUCANT AT HIS o? IRD1 RE1XESi ff TIE CETT. A MNINW hVMRR O' FIUD I4TATTY TESTS ME 11I HC PRIOR TD START of mADwG BY SEPARATE PERMIT 6 PER ARCH. PLAN..,.-„-,.,-,.,,,.-,,,�,,,,,--,,,., DOD IF FS FINISHED SURFACE d MADE MADE AS EULovs SQ -CONSTRUCT 3' X 5' CON( ROCK RIP RAP AS SHOWN 15 SOFT rL FLOV LIE TOTDP OF CURB p SITE I ONE TEST FOR EACH TVRiDOT VERTICAL LIFT, b PE TEST FOR EACH ID)D WNC YMGS w HATER AL RACED CONSTRUCT 2'X2' DRAIN BOX PER BROOKS CONG PRODUCT AS SHOWN 4 EA MAT TG TDP tF MATE TV TOP or WALL _.S. Ap 6 'P� �Y' � cA SIYFSENT NNBER FDOSI SLGPE 1ESIS W VFHIFT COPACIIDV 0E' THE ADPE SUDACE F7IL SNNl lE PLACED INiL STRDT+HG ff VEDETAnD4 RENUVAL W ULTUITA)LE SODS. AND OWNER SOILS ENGINEER CONSTRUCT 4' PVC PIPE SCHD. 40 AS SHOWN .--.-..,.-.._,,,-,-.-,,,-,--�250 LF CONSTRUCTDO LF [CONSTRUCT NG NATURAL GRADE TRW TDP OF RET. WALLtG iTTlPiFHTIOOIGINSTALLATION 4 .5� u TF SUDDtAINS of NEED® a ACFEPTC) BTTRE sons D+GNmt m DIG7lEkR'G rEOLnG[5T. I4R. CHACKO ,]ACOS GLOBAL GED -ENGINEERING, INC. ROOF DRAINS AND INSTALL 12'x24' INV' DWERT ELEVATION 7. IG FULL SINU. DE PLACED URL THE PLACEMENT DF ERESHN CONTRUL REASURE FOR WE PROJECT a ACCEPTED DT THE CRY. t601 E EDIHOER AVE., j235 3 CORPORATE PARK, SUITE 270 SPLASH BLOCKS PER ARCH PLAN, .-...--.,.--,-„-_ 00 EA IO CRAB E BREAK OFF GARAGE FINISH FLOOR LODGE POLE a WE UVLERSDURED CNA ENGNFiTR HERMT STATED THAT TF SE PLANS VEE RUPARm HY HIN ED BY I SANTA ANA, CA 927D5 IRVINE, CALIFORNIA 92606 HP WOIH POINT LLC.D. MGM PODLIT DRAIN DERGIE DR LINER HIS SUERVISOI ANDTNT THE RMS C@ETHOS TO ALL PERT➢�HNT P Bi]4cTIDi 18➢3. E]GVVATIDJ. DRAmW t EAI. AND APPERDIX 'J. GNA➢ING OF THE GUF. H [BSE Cmim. 213-26B-3321 949-223-090° RN RIGHT-OF-WAY BV BACK OF WALL ELD CLF, CHAD? LINK FENCE HANO.EN I -ER! ACS to 4=3 DATE IMPORTANT NOTE' Ll- LEVEL LINE CF CU tm FACE F' S A -(ROVED Fr�IEETTvE FEVURE AND TDIPOART IRANHAOc PROVISIONS sWN.L EE PROVIDED ■ 5' MIN. HORIZONTAL DISTANCE LIST. RuILD'G SETB.•G" UtH: Ca ,_ Cetch BAA, ��O�P INDUN CREEK TG FAEROE ADJmNING P/m'ERTDS RON DEPOSITION m MATERIAL m DIVERTED F DW2 DURING AND AFTER PHASES ff maTMETUR REQUIRED FROM THE TOP OF caw. _ coo. BIRd4 w.R !a ALL OFFSITE nFavvDETRs SMALL IE COVILI'ED TO THE SATIS'ACTON OF THE CRY CNDDE FOOTING TO THE PROJECTION Lm cal �b "d Gutter !L ROA! OWNING CER1I7GTlw MAT BE SIDED BT SmLS AND CIVIL. CHMNECRS AND IT PROVIDE WEEP HOLES IN DESCRIPTION SHEET NO. Im .--- R"w' no Veil MCINI.7MAP APPROVED BY WE CIT( DaPEETDL PRIOR TO TSSIINCE w BUILDING MRT1. BLOCK WALLS - TYPICAL. RD, Floor DRAIN HL NLL CUTS SITYL BE OBSERVED BY THE Ext, EFRPG ®'GmST DURING OWING So THAT So TW,T AM ADVERSE @mTIMI NS BAR BE RECDCHU ED AND CRRECTEM. k LEAVE 1/' BLOCK OPEN FOR TITLE AND DETAIL SHEET ..�...-._,..,..._-,_„--,,,., 1 0'A Trca, 13 -ter ID. ANY IIODmGTGNS DF. w CHANCES IN, NMSIGVm GRADING RAMS MST DE APPROVEDHE BY TCITY. DRAINAGE AS NEEDED GRADING PLAN -----_2 street up,t , t4. ALL Deem SITES MAT HAVE DRAINAGE svNts, IERNI. AHm OnEIt TRATNNE MrA.UVED AT THE ROAM ORA➢wo sTAacs BE PROVIDE 4' MIN FREE BOARD EROSION CONTROL PLAN -...._-_.-.---,- 3 M=DeVvocs = BUILDING SET BACK LINE li f0 ROC <R S9GLM IATEIDN. GREATER D' N VGL r£ PLACED IN THE FOR ALL RET. WALL (TYPICAL) ACE VEGIANCIFOR CDL UNSEAT (APPROVED INxs FDL 3UG PtJN21EtR RAVE !m! NBHITTm W THE 5®S GRANGER AND MPRTNm IN A➢VMCE BY (FIE CCR. OF THE SLOPE `_ 14•e IG OWING DISRATReA MAT BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION OF THE SOULS o� 4• CID WALL DIGIN ER ARD/O4 THE ENGINEODND GEOLOGIST or WE IEGUIL GROUTED RIP -RAP D. CMAVAnDIS FGR STAeGSTT KEYS Arm REMOVAL D• UNS LTABLE SOILS MUST DE OBSERVED AND ACCEPTED III VOTING BT ITE SOLS DISNLER W ENGIMEDttHG EULOGIST PRGtR W PLACING FOL RTILWST MUST WCU OTT AND ACCEPT TOUGH !G. THE SOLS EIxmEER AND 2RM � �J�1! *i A �• � o- RIVEN RW !®O S -�[I 1. ROCKS FCR GROUTED RIP -RAP SHALL BE DOOR QUALITY BROKEN CONCRETE AND/oR FIVER BURT ROCK£ WE SMALLEST mADNSGN SHALL EXCEID B- AND WE TART DIMD15ION SMALL NOT -dy C'P'- �m W MING imum DT FOAL REPORT PR)m Til APROVAL FY TGE C[TY. WE FIR. REPORT MUST 1tGLI1LE AN m -GRADED CEOTFCRGCAL MM. ',, G p 'L=A'Trt-'' - ` ),:r' EXCEM 24'. WE LARGEST o1MENSDN SHALL NDT IX[EEO 4 DN6 THE SMALLEST 0141m510N. 2 WERE .NAS T� 6' IR THEvU SODS EN AND DOlEERDG GERODST MIST MAKE A FINDDWT IN ACCWAANS T1',M`?Y^- Ct, r) SHALL BE A CROUT BED OF AT LEAST 2 INCHES BENEATH THE FIRST LAYER OF RGM ALL THE VOIDS BETWEEN WE ROCKS DULL BE FELLED WITH GROUT- H IN or plu TO WF I! D THE LOS AIX'ELES COURY BUILDING WEE TDR TIE TRADED SITE plum TO lD MPRBVAL 8Y THE CRY. � ,r r ` MAXIMUM SPACING BETWEEN ROCKS SMALL BE 2 INCHES. NAA EtEV. PVC PIPE 2L FEWAk ON N R VM.L E VAnmO MAT BE 132- AND ACCEPTED � ' `i "'re=S. S SURFACE RGCXS SHALL BE EMBEDDED FROM TH • s¢ PUN IN VRI)ING HY THE SOLS mG8♦9t lR F2G➢EERIlG GO.OSST ROHR W ItAm1iG STD]. W CONCRETE gVry"31+�i.�,' " 'W1'L',''�.. c' 1/2 TD 2/3 OF QUER MAMWM DIMENSION, 4. CONCRETE MAY of 5LB511N1ED FOR WE (]LWT. 0. A REGISTERED CTVX CHEVIOT SALL SUDOR A DADDG CERTIFICATE W TEE CRT amIEER No FOE S T "�• " TNN M VGMmG DAYS U4! COii.ETIITi D' FINN, DRADDG OPEAATI CRi TE O' oCUlPANC'f LAE13TL8D Sm.EI:T TD THE CRT L}GDNEER'8 APPROVAL HF GAG EHGUEm'S ERTIf7GTE FINAL'P •T' -'r ' iV- t'-"'^ •• X• •! GRADING MUST 8E APPBTVm 8T SHE ERT BOWIE OCC RANCT ff BULDINGS WILL HE PLLGVEL Ba WE St0.5 Alm TRIS ALP REP r PS BT L ®-E]G➢NL77mG. TNC Nm GATED a ai• .• ;' , AND Sall ALL BE A PART of THIS OWING LAN OWI PLM AND N.1. RECOr£NBATmn CONTAINED WEREIN Sall !£ SlIDI:ILT An1EAED TO E59 ID• X6A' 6• RGIT dd, STAG➢otm R➢VS I u ••': y TR P• 20. A CtPT 0• WE "I"'' PERH[T AND APPROVED DAmNG RNA HA7 BE IN THE P[RSF3SIlXN I A RFSPGNSULE FFRACH AND AVA9AHLE AT IRE SITE AT AU. MST RNm rtW PnGKS mACeNTi N ■ 6• MAX. MMT A. •• 24. FINAL OWING MOT BE MPIOVEN HC4VE OXIPNNCL' U, DILHHIGS Vnl BE MIXVD1. RIP RAP DETAIL 1 L - 1 TWICAL 6• DRAIN BOX 2S. THESE TNN O' nTAMND BAR GNLY FOR LA VIW CITY c HAVE BEEN m DEV STAN➢MDS. mMPLW;E vrM DEVO.OR4]tT t� u 1 1 '. , LO CR ONCEPTcDvUAUA cOND]nDA Arm FDL GEIERN. Cm1¢P771,V. APROVAL ff THE DiMLVE MB PARXVAY BPROVC`wEM 5lIOVli NDtmN HO GETALED MTREHAT7GL CI OM N.T.S • i.J • ' SEE BROOK CON(, PRODUCTS Va MADE: ➢IHDA>D4. LINES. ON DRA➢FS FA, pprmG LITILTITES Cn,"E,s,) Dim DNc=ma SHOVIVIN OR W( GHWILIL 26 CURITICTOR MGTO'Y CITYG O7CE AT (9097 E,39-7840 FORTY EIGHT Um IRR( IN WNEE or INIENTIDN TO >®ENN GRADING IMPORTANT NOTE a. CmWAcloR sNILL COMPLYSITURNTHE VITT! TATER LEST xNNAEBDEHr PRACTICES FWmD®t2 ABOVE DETAIL IS PICTORIAL ONLY AND SHALL NOT A ANDARD NIF URBAN S RN ATCR ITUA SIBRN $ATEA IDRGilID1 PLAN ai¢NP) Rm1NRDE)NTS AS HEC[TSATtY. PALL BE USED AS A REFERENCE FDR CONSTRUCTION, DIRECT P M ➢DEci N.L RooTOP Ru�F To PmvmA MEA RDCi OF R THE CONTRACTOR SHALL USE BROOK CDN( PRODUCTS 29. saFFSLNT TESTS OF FLL =I SMALL. LLE HAVE ]DURING THE B AnDD To VERrFT THE sons NIOPDIiff2 STANDARD AND SPECIFICATION FOR CONSTRUCTION CONSTRUCTION LTNPLY WITH ISE vmw Roxam m As o:TERNma BY THE I'1•.oGII:,TL DGorm mm mm MEDS _. OF THE CONN. DRAIN BOX AND PIPE TYPES. SEM'sC ENGIN PARANETEAS AND, CptAESpmING UOT TDoffl , ' OO R-Vr TESTS SMALL BE VSD FDL Ni EGA= AND PRNATE ROADWAY DROVDff1R2 TO DERnFY THE HIRM N PAVEENT STRUCnRW- SC.TIDN MDNmD4NTS FOR THE OTE. UN ESS WHOP= Nor RmIIDED XY THE CRY. N. TYPE Sall )CA USED FON ALL ECT E E TDEXPERT NING IN CONTACT VITT THE GOURD, NLESS yP9FE9➢1p,,. W OTHERWISE'Y OTHERWISEamlGTm Dr THE PTto.ECT'2 s0a E7Gv+EDL m ESTIATED STARTING DATE, AUG. 2E,, BTM ESTlIN1E9 CDPLLTimI D4ro SD'T. DD, 2914 p oa OWING AUDI CONSTRUCTION ACRVRLS NA WE TR,VNS'ORTAnON DF IMUTPH ENT AND MATERIALS AND ° No. 4WI1 D Ti01 O' HGvT (FAD➢G EBIDPMNT SHALL BE UNTIEll TO BETVEDN THE HNURS EP 70D AM AND Eaµ 17lJ1RDt4 SOD PK MONDAY THROUGH SATURDAY, DUST ITERATED BY GUGiNG Nm CONSTRUCTION ACTIVITIES SHALL Be RETAICED BYWATERING THE SIL PRIOR To AND DIlmNG TIE ACTIVITIES AND IN ACCORDANCE WITH 'E SOUTH COAST NR UNI MANAGEMENT ITUSNHIR RULE 411 AND MLE 403 RECLADIED VATER SMALL BE LGED WHEREVER PO.Rm r_ ADDTTBXALLT. ALL cooWUC1Im1 czu"w BALL, Be PPDPERLY Tama To REDUCE NOISE LEVOS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: s =A= vbUi-d -h bnt of vv' kr", Te, ih-arc .UDt1 alum m ifts s. TIG. Sa,bsctm I. r i d b taM. odaLtrp v s i thaw Pt thv utAlUec chum .nd any vtMr Ibve a rtnet.'.. rot s1o.n m - Ei k r-Ta-UMP�•t�i,4 Pub-, yr and nrry dn,.T to 1h.ar D,.s rr sb�cSusa SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR: Ca,trvctvr °Arses thvt hr -a vwre U,d ,Petr r.spam t, vA Um .Nb midtbu dA'tV th, m,stnetkn v! tris PJ -t• VrU,dl',D whit M aR P - - P ;p VN tint U,tr -qJ .Nt slnITvPIKy cmttwniy and rAr! b W tad b r -I -1,iV Nowt vnd tint SMAC -*.e yr shop *r.4 M.Mfy era Md M. - vb 1,,..rpr ar h I.w Prw arD' a,w .D ebbuv, - a .0 d, h, ranrclbn .111, N}e Priorrwv or smN m i3,b Pnirrt• .raPb hr DAbilty wbAv Pros i sats GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY, -At- eF M e ° "° " e ov Ler• TH» ea„I:ertm mm,)vei ueYrgaew aervb AWS NLLDAD erd eb4M a tlD CITY OF DIAMOND HARe b N+r4 rn ti n)a,eUv, Nth bn V aP tlW- roab M PMt. se. lio 4 THIS Pi.AN IAS BEEN REVIEW BY Bohan D Up, -A h- Thr eorrtmcim Aha➢ MNy USA 0 -00➢ -AEE -ALTS et hurt 4E, Mar. A AND DEED TO BE IN COFDRIANCE WITH THE RECOMMENDATIONS adwnv of Try mutrvcdbn vc➢vW.e tbt roy .AAect Ary v, -v nI ifibs M WR RETCRTCS) DATED PROTECT NO, DESCRIPTION OF REVISION pA� CITY APPROVED NOTICE PLAN O WASE HEED TO THE GID TATICH L ASPECTS OF THE RAN ONLY. YE HAKE W REPRESENTAnOR AS TD THE LEGAL DESCRIPTION: City o f Diamond B Cmt-r .hMl -Y All to tlU a -1 tllmvknr W d u --t AU dsc -d. b My endv.v Pia' b M,. m,..nwnmb or .air. ACCURACY IF DRENSIIDNS, HFASUREXENTS, CALCULATIONS. OR ANY PORTION THEREF, DAVID IL LIU CITY ENGINEER Thi a,AmlD.r ec n Bona, .rr Pawt °nd,i bawls PaPwc axy, NM Ono- RCE 44°53 DATE a r .lnU b rraP F- ta- wNElatM aP a bib awt aF Pg .,w ,,1 LOT 123, TRACT 30D91 GLOBAL GEE -ENGINEERING, TNG PLAITS CONCEPTUAL GRADING PLAN 1,n Of. 0 mppty o . Tor RvtrWibn of a .a F wa w yr .WWYyO orry detbk+sNn iv bring aHte t° dr:la, sli &,!U, Arad., ih.n b m anv.erce Fa• MrH.,D., tr Try eller Low FAcbn APN # 6713 030-001 3 CORPORATE PAM SUITE E70 7RA/DE. GLvmwa 926M ml'lEVED FOR WE CITY ot- DiAHDMm BAR BY, 1HALL778 "H SIRE INC. met 17TH STREET. SUITE PDD 2112 ROCKY VIEW ROAD MGHAN B. UPASANI 2301 WU C7 mO 4) 922-4 TLLA 69780 0 LOT 123, TRACT 30091 BENCH MARK BASIS OF BEARINGS SOILS ENGINEER RCE NE. DATE SCALE AS NOTED JURAWN MN NADERI CONSULTING ENGINEERS = 24.2D', THE CENTER LINE OF INDIAN CREED ROAD I 4 DATE CHECKED MH P.O. BOX 7553 ASSUMED AS ].SLAC ON CF?NTERUNE ff ROCKY VIEW RD SHOWN ASN 17 19' 12' E ON SAID TRACT HAP AND SHEET S DF 2 809-374-0453 NEC 175D HOD.COM RECOMMENDED LA VERVE, CA DEE SHOWN AS N 17 19. 32' E ON TRACT NAP NE. 23403 OWNER: D.E .46015 W. DAiEI 12-31-2011 1N THE CM OF DIAMDND BAR, COUNTY OF LOS ANGELES, KEVIN B YOUNG 2253 STATE OF CALIFORNIA.RAWING A ENGINEER GEOLOGIST CEG NO. DATE -AIN E. BOURGEOIS TICE 30242 DATE N0. 'CONTRACTOR NOT TO ENCROACH ON ADJACENT PROPERTIES' IgFA 0.O MOTET ALL SURFACE RN -NF FROM SLOE SURFACES MENUH) VALLS R,,ppp DW.L DC COLLECTED t TO DE DRADNCU TO TE COML RCD' RAP, ORCOM SPLASH DLITK. OR ma 0- tF,. NIDN'. •\ �` .ra%�, \� Irl TOAs m. $ 117 ' gin• ' 7 ,1 D \ \� .x m 1 i' jtoli` � S ` ':4 •, �.qr `w Ter �'>�-., ' �' �' z 111 4'"_./.. 'i 1; ` ` "' `INR=S•- '. las � 1y .\\titi`�.`� •L. • • ,� ,Sao �" � • �' ~ - ., `'ti; �. ` t ,Dy.1=� -.,-ti � " •. `� .'.:_ '., a ,,.-iH. ~ ""- ,N rr ,Ova `•eA•zT+ETrr ,3D„�. D'ltu} N�]}3 S M'!_•.'- ,I ' > �.X,X.T'� : ,ST FF' Lw � IS AF_ .I 0 Lab- �t 1 15DD 1 T-: :•--/---- ,Ras' ,m I'y-- ` �a• SPECIAL NOTE, TOPOGRAPHY WERE PROVIDED BY BOYD SCINEI00i LAM sur"r, DE57ON ENGINEER ASSUMES IA RE FP MLnY FOR THE ACCURACY AND EXISTING COMMORC OF THE SITE. NOTE: L DO IDT STALE THE DRAVDGS FORT CONSTRUCTION STATING I USE REFERENCED OR NOTED DM41MC ONLY. 1 USE FOUNDATION PLAN FOR CONSTRICT. STAKING NOTE: I- ROW& Cr ALL IXISTDNG STRUCTURE. fEIM VALL. COC, EXISTING DRAINAGE DEVICE AIM EIC, SHALL BE PER CITY APPROVAL AND BY SEPARATE PEIIIIT. E CONSTRICT NEW STRUCTURE PCR APPROVED PIJIN AND SOILS REPORT TECOMMOCATION FOR SITE PREPARATION AND GRADD. SPECIAL NOTE, ELEVATIONS AID CONTOURS FOR DESIGN GRADING PIAN SHALL IDT BE ERN¢➢ DY LANDSCAPE PLAN. ANY FIELD HUDIFICATION REaRRED PRIOR APPROVAL IF THE ENGINEER OF THE RECORD AND THE CITY OF DIAMOND OM NOTE: CONTOURS ARE SET AT R' INTERVALS, ADD 1000 TO DESIGN CONTOURS TO OBTAIN TRUE ELI 'IST WOCO & W.I. FENCE TO MOU'M SCALE 1' = 20' P/L P/L FE 11-0--------------------------------------------- .Nil. um p/L H D• -e2' V r P/L 19 FLOOR - -` - - 140 10 30 3D IO DD 90 SECTION A -A P/L P L P/L v L-zv R N3- _ -1 114,; ,srnUul--1T,,T�- 3140 _ `• l -_ 1132. .. rE1CJLC - -130 _ _ _ _ _ _ 7 120 -'-taNt&tER rat C luD- _-_ _ -------------- u 0 IIID -___........._ _. _ ___ .. _ _ _ SECTION D -D H V -e0. x,N EpOj� ODD- _____ _______--_-___ �a'Nak _--__' __.H._”-00 VI - N•5' - - IMS' _—___ Ri o I090-'--------"---'-----------:___....-'-------_:..:------ - - --=-c-090 648 AT° x-� SITE COVERAGE LEGEND SECTION C -C LOT SIZE: 49,223 SO. FEET = 1.13 ACRE=om agnum PmRa'OSF.D CONTOUR NET LOT AREA: 39,022 SO. FEET = 0.895 ACRE (100) EXISTING ELEVATION _ A ,77sR11 '`•• IOD RRO'GSED ELEVATION NEW BUILDING FOOTPRINT +ATTACHED PATIOS 5,974 SO FT �RETAWTNG vALL i 73 H -e HARDSCAPE WITHOUT BUILDING AREA 2,788 SO FT = DEEP FFUD LAG -� "•� EXISTING LAND USE AND ZONING: RURAL RESIDENTIAL FF FFa+7� FLOOR FG FINISHED GRADE R-V.CONSTRUCTION NOTES QUANTITIES FS FINISHED SURFncE LDE EXIST RESIDENCE01-CONSTRUCT TC TO OFF am ,RaDTRr ,� -CONSTRUCT DRIVE APPROACH PER APVA STD 7310-! (r we AND BY SEPARATE PERMIT...��...._., �.�..�_.......,.. PERMIT ............. 2 EA TG TOP OF MATE L- !O) R„ 5 •,•. O2 -CONSTRUCT 4' RETAINING WALL BY SEPARATE PERMIT AND NG TOP WALL DE Dom`• PER ARCH. PLANS...w..,...--...-......�M...-.........-....-�-..-. 00 SOFT TRV TIP OF RET, WALL CONSTRUCT FOOTINGS PER ARCH, PLAN L SOILS ENGINEER RECOHEND..-. 00 LF TFRIVER'OPOF FOUTIELEVANimO CONSTRUCT 2' CUNG RET. WALL AS SHOWN___—.- 00 LF GD GRADE BREAK SH QS -CONSTRUCT WATER PROOF STEN WALL OR DEEP FOUFDIGS OFF GARAGE FINIFLOORFP MGH POINT s, BY SEPAR O6 -ATE PERHIT L PER ARCH. PLAN-.»........-...._._..__..-�.. 000 LF URA UNDERSRGRAIN AW N -Y I CONSTRUCT 3' X 5' CONG RN WO(T-ff-WAY ROCK RIP RAP AS SHOWN ._.._..._- 15 SOFT RV MACKRIGH [C vALL ESUS GARAGE CAF. CHAIN LDDC FENCE 120) I 7 CONSTRUCT 2'X2' ➢RAM BOX PER BROOKS CONE. PRODUCT AS SHOWN 4 EA LL LEVE. LINE • - ._._ ,` - 0 CONSTRUCT 4' PVC PIPE SEND. 40 AS SHOWN _ - 250 LF CF CURB FADE BSL BUD_0•G SETBACK LONE f D CONSTRUCT DO LF c/e _ Cnt h But. ly- - " �'`T ➢ �. °fir DEN < 0 CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' C,B.V, •- Com Dock VAN SPLASH BLOCKS PER MCH PLAN,...........__._._M.-.__..-._..-, 00 EA CLG -_w16 ow Gtt., 'L RV. _RRt.KV VIII ,. N0. 5Dp,5. RA RDOP BRAIN i c ETT. ,7n,rs0u D•o T-.,Dhneter C1 Strrrt UUht I 5 SCJ'• BSL- BUILDING SET BACK LINE a F GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY - QUANTITIES u i / 1 _ i ANIS PEAR HAS BEIM RBY Mohan B UPnwN CITY OF DIAMOND BARN CONFO 1 _ AND DEEMED TD HE IN CIBGORNA•NCE VTM THE RECOHIEIiWNONS IN OUR REPOUCS) DATED PROJECT NO. DESCRIPTION OF REVISION DATE I CITY MYm REVIEW VAS LMITED TO THE GEOTECHNICAL ASPECTS OF THE APPROVED CUT 564 C.Y. "P+A• .%tl;` $ R.AN ONLY. DIMENSIONS, MEfD REAMIEMENTS, FLS TU TFE :I�iT� •.c r FlLL 11,314 C.Y. OR ARAcr OF HEREDF NEASIREETRrs, cALauTloxs, City o f Diamond B a r DR ART PORTION 7tmlmF, DAVID G. LIU CITY ENGINEER RCE 44053 DATE '7p THE QUANITIT AND BO SHODING PURPOSES HERE ARE fat GLOBAL GOO -ENGINEERING, TNG CONCEPT UAL GRADING PLAN PERSUT ANO BONONO L VERIONLY. 3 CORPORATE PARK, SUITE 270 THE CONTRAL`RIR SHALL VERIFY aJANITES IRVINE FALDFDRNIA SWIMS PLANS REVIEWED FIR TIE CITY ff DIAMOND DAR BY. 2112 ROCKY VIEW ROAD MDR TO START OF GRADING 959-2�v1 WOO HALL L FaTOW, INC 17782 L7M STREET. SUITE 200 "U C 4) 665 -CA ° LOT 123, TRACT 30091 IMPORTANT NOTES: NDHAN B, LPASAN2 2aW TEL out 665-SSDD 1- EXCAVATION, COMPACTION, AND FOOTING SHALL BE PER SOILS SOILS ENGINEER RCE NO DATE SCALE AS NOTED DRAWN DN NADERI CONSULTING ENGINEERS ENGINEER RECOMMENDATION AND APPROVAL FOR SITE PREPARATION REMOVAL AND RECOMPACTION. Curve Delta Angle Radius Arc Tangent 2- ALL FOOTING SHALL BE APPROVED BY THE SOD- ENGINEER 1 2D06'25" 571.00 21.00 1D.50 PRIOR TO PLACEMENT OF RE13ARS PER APPROVED SOILS REPORT. KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG No. DATE JON E. BOURGEOIS RCE 30242 DATE 30.05 -OLS CHECKED UH P.O. BOX 7553 IA VERNE, CA 81750 SHEET 2 OF 2 RECOMMENDED 908-374-0455 NEC OEVOYAHOO.CaU OWNER: MR. CRACKO JACOB R.D.E. 46015 DP. DATE: 12-31-2014 1801 E EDINGR AVE, /235 BRAVING NO. DATE SANTA ANA. CA 92705 213-268-3321 SECTION B -B p/L H D• -e2' V r P/L 19 FLOOR - .__ 140 12 ll0 _______ _..__...__1 Z. 100 SECTION A -A P/L P L P/L v L-zv R N3- _ -1 114,; ,srnUul--1T,,T�- 3140 _ `• l -_ 1132. .. rE1CJLC - -130 _ _ _ _ _ _ 7 120 -'-taNt&tER rat C luD- _-_ _ -------------- u 0 IIID -___........._ _. _ ___ .. _ _ _ SECTION D -D H V -e0. x,N EpOj� ODD- _____ _______--_-___ �a'Nak _--__' __.H._”-00 VI - N•5' - - IMS' _—___ Ri o I090-'--------"---'-----------:___....-'-------_:..:------ - - --=-c-090 648 AT° x-� SITE COVERAGE LEGEND SECTION C -C LOT SIZE: 49,223 SO. FEET = 1.13 ACRE=om agnum PmRa'OSF.D CONTOUR NET LOT AREA: 39,022 SO. FEET = 0.895 ACRE (100) EXISTING ELEVATION _ A ,77sR11 '`•• IOD RRO'GSED ELEVATION NEW BUILDING FOOTPRINT +ATTACHED PATIOS 5,974 SO FT �RETAWTNG vALL i 73 H -e HARDSCAPE WITHOUT BUILDING AREA 2,788 SO FT = DEEP FFUD LAG -� "•� EXISTING LAND USE AND ZONING: RURAL RESIDENTIAL FF FFa+7� FLOOR FG FINISHED GRADE R-V.CONSTRUCTION NOTES QUANTITIES FS FINISHED SURFncE LDE EXIST RESIDENCE01-CONSTRUCT TC TO OFF am ,RaDTRr ,� -CONSTRUCT DRIVE APPROACH PER APVA STD 7310-! (r we AND BY SEPARATE PERMIT...��...._., �.�..�_.......,.. PERMIT ............. 2 EA TG TOP OF MATE L- !O) R„ 5 •,•. O2 -CONSTRUCT 4' RETAINING WALL BY SEPARATE PERMIT AND NG TOP WALL DE Dom`• PER ARCH. PLANS...w..,...--...-......�M...-.........-....-�-..-. 00 SOFT TRV TIP OF RET, WALL CONSTRUCT FOOTINGS PER ARCH, PLAN L SOILS ENGINEER RECOHEND..-. 00 LF TFRIVER'OPOF FOUTIELEVANimO CONSTRUCT 2' CUNG RET. WALL AS SHOWN___—.- 00 LF GD GRADE BREAK SH QS -CONSTRUCT WATER PROOF STEN WALL OR DEEP FOUFDIGS OFF GARAGE FINIFLOORFP MGH POINT s, BY SEPAR O6 -ATE PERHIT L PER ARCH. PLAN-.»........-...._._..__..-�.. 000 LF URA UNDERSRGRAIN AW N -Y I CONSTRUCT 3' X 5' CONG RN WO(T-ff-WAY ROCK RIP RAP AS SHOWN ._.._..._- 15 SOFT RV MACKRIGH [C vALL ESUS GARAGE CAF. CHAIN LDDC FENCE 120) I 7 CONSTRUCT 2'X2' ➢RAM BOX PER BROOKS CONE. PRODUCT AS SHOWN 4 EA LL LEVE. LINE • - ._._ ,` - 0 CONSTRUCT 4' PVC PIPE SEND. 40 AS SHOWN _ - 250 LF CF CURB FADE BSL BUD_0•G SETBACK LONE f D CONSTRUCT DO LF c/e _ Cnt h But. ly- - " �'`T ➢ �. °fir DEN < 0 CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' C,B.V, •- Com Dock VAN SPLASH BLOCKS PER MCH PLAN,...........__._._M.-.__..-._..-, 00 EA CLG -_w16 ow Gtt., 'L RV. _RRt.KV VIII ,. N0. 5Dp,5. RA RDOP BRAIN i c ETT. ,7n,rs0u D•o T-.,Dhneter C1 Strrrt UUht I 5 SCJ'• BSL- BUILDING SET BACK LINE a F GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY - QUANTITIES u i / 1 _ i ANIS PEAR HAS BEIM RBY Mohan B UPnwN CITY OF DIAMOND BARN CONFO 1 _ AND DEEMED TD HE IN CIBGORNA•NCE VTM THE RECOHIEIiWNONS IN OUR REPOUCS) DATED PROJECT NO. DESCRIPTION OF REVISION DATE I CITY MYm REVIEW VAS LMITED TO THE GEOTECHNICAL ASPECTS OF THE APPROVED CUT 564 C.Y. "P+A• .%tl;` $ R.AN ONLY. DIMENSIONS, MEfD REAMIEMENTS, FLS TU TFE :I�iT� •.c r FlLL 11,314 C.Y. OR ARAcr OF HEREDF NEASIREETRrs, cALauTloxs, City o f Diamond B a r DR ART PORTION 7tmlmF, DAVID G. LIU CITY ENGINEER RCE 44053 DATE '7p THE QUANITIT AND BO SHODING PURPOSES HERE ARE fat GLOBAL GOO -ENGINEERING, TNG CONCEPT UAL GRADING PLAN PERSUT ANO BONONO L VERIONLY. 3 CORPORATE PARK, SUITE 270 THE CONTRAL`RIR SHALL VERIFY aJANITES IRVINE FALDFDRNIA SWIMS PLANS REVIEWED FIR TIE CITY ff DIAMOND DAR BY. 2112 ROCKY VIEW ROAD MDR TO START OF GRADING 959-2�v1 WOO HALL L FaTOW, INC 17782 L7M STREET. SUITE 200 "U C 4) 665 -CA ° LOT 123, TRACT 30091 IMPORTANT NOTES: NDHAN B, LPASAN2 2aW TEL out 665-SSDD 1- EXCAVATION, COMPACTION, AND FOOTING SHALL BE PER SOILS SOILS ENGINEER RCE NO DATE SCALE AS NOTED DRAWN DN NADERI CONSULTING ENGINEERS ENGINEER RECOMMENDATION AND APPROVAL FOR SITE PREPARATION REMOVAL AND RECOMPACTION. Curve Delta Angle Radius Arc Tangent 2- ALL FOOTING SHALL BE APPROVED BY THE SOD- ENGINEER 1 2D06'25" 571.00 21.00 1D.50 PRIOR TO PLACEMENT OF RE13ARS PER APPROVED SOILS REPORT. KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG No. DATE JON E. BOURGEOIS RCE 30242 DATE 30.05 -OLS CHECKED UH P.O. BOX 7553 IA VERNE, CA 81750 SHEET 2 OF 2 RECOMMENDED 908-374-0455 NEC OEVOYAHOO.CaU OWNER: MR. CRACKO JACOB R.D.E. 46015 DP. DATE: 12-31-2014 1801 E EDINGR AVE, /235 BRAVING NO. DATE SANTA ANA. CA 92705 213-268-3321 EXISTING TREES PLANT LEGEND TREE # BOTANICAL NAME COMMON NAME DBH WIDTH HEIGHT REMARKS (inches) (feef) (feet) 1 TO BE REMOVED 2S. Col, RInck Walnut 19 15TO BE EMOVED 3 uglqns colifornica S. Col, RInrmu t-17 18 TO BE REMOVED 4 TO REMAIN *Not mitigated due to DBH size or species. TREE LEGEND 4/0 Existing trees to be removed see tree legend. f Existing trees to' remain in place Replacement trees @ a ratio of 3:1 0—Juglons califomica, S. Col. Black Walnut (Qty. 6, 24" box) Location & Direction # of where picture was taken g 43D18OD.-E 155.1)0 ROCKY VIEW RD. REVISIONS BY 03.19.14 OS -20-14 08.04-14 09-20-14 10.02.14 PHIL MAY LANDSCAPE ARCHITECT 193,7 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fate 909 373 1958 P-y0PNW-yd-"g—m xxw.pN4naydodpnmm 1psaac4„E tips• 5. 4,y J.� n x— — AFE aF CFtlfap'` Z O U WZ 0 CL W' W o0) w G: rn Z WU � >Q FD m w 00 m wO O rQ ND E . ow a i 1115114 b ° 14 006 xEE} T-1 F3 of 3 SHEETS SHEET INDEX SHEET No. DESCRIPTION T-1 TREE PROTECTION PLAN L-2 PLANTING PLAN L-3 IRRIGATION PLAN Location & Direction # of where picture was taken g 43D18OD.-E 155.1)0 ROCKY VIEW RD. REVISIONS BY 03.19.14 OS -20-14 08.04-14 09-20-14 10.02.14 PHIL MAY LANDSCAPE ARCHITECT 193,7 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fate 909 373 1958 P-y0PNW-yd-"g—m xxw.pN4naydodpnmm 1psaac4„E tips• 5. 4,y J.� n x— — AFE aF CFtlfap'` Z O U WZ 0 CL W' W o0) w G: rn Z WU � >Q FD m w 00 m wO O rQ ND E . ow a i 1115114 b ° 14 006 xEE} T-1 F3 of 3 SHEETS PLANTING NOTES 1. Contractor I. to review plo vedry tRe conditions and plant quanUtica prior to tnste6etion. Contractor shalt take .ole re pa-11,1illy for any cost incurred due to domeppa of .doting ugGlles. Plant material yy llUee can listed for the cowenlence of a Contractor. Actual number of aymbds shell live priority war quantity designated. Con6lda between the Owner and these plan. or within them plant shall be brought to the attention of the Landscape Architect prior to landeca a inatoliailo- laMyy devi.Uon(.) from the plan. or .peciOeoUon. will reWne writion approval from the Owner and or Landscappee A fiat. The Contractor shall onsume full r.pomibi6ty for all nx..ory revfalons due to falfuro to gee such notincction. 7 The Cadractor shall maintain a quallned duper Asor on the alio at all times during carstuction through completion of pick-up work. 3. The Contract., shall ...I. Its graded shin 0.10 foot at 0nl.h grads Commanmment of work indlcatet Contractor's accephan. at sds Ing grad. and conditions pf of Brod. aholl be adjusted by Contmeb, as aireeted by Owner•. ropr.ontotive. Alf groding shall be completed prior to tom. --.at of planting operation. 4. The Contractor .hall furnish and pay for all container groin tro., shrub., vin., seeded/oodded turf. hydromulches, and flatted yround—lie. The Contractor shall aim be resspp .ibis far and pry tar plonUng, ctaWng, and g-..tx of all plant me etlots See planting datalia for planting and .laking/guying requirements S. Tho t-.norL-aepa Architect and/or Oen.r --hail epprve plant .idol placement by prior I- 1-tcllaUca S. ForWker for all town areao shelf be a Blow -,manse, high -nitrogen fartLTOer Incorporated Into the sell during planing. 7. For aream to be landscaped and iniguted, gra following amandmante shall be uniformly broadcast end thoroughly Incorporated, 6' deep by moons of a rototigor or equal. • Amain{ er 10D0 c a feet 4 suns . mtrogon aiilafiT orponle aompooi 50 pound. agricultural gypsum EL The p]anUng meas for tin. shelf be dug three Uma the dlonater of the root boll and two Inch= eha9ower than the roolba0. The pplanting pip to be dug In the center of the llilod area, oholf be . wide as, and two Inches ohNlowor than, the matb.IL Planting pits for ahmb, and per.ntois rshall be dug Mks as wide and one -and -o -holt Ume. as deep os the reotboR. 9. The Londseap. Cafte.ter shall maintain all pi nrted area sheen on the plans, Including (but not limited to) watering, pruning, edging, and mowing, for a period o thirty (30) days after complatlan of pmjact and acceptance by Owner. 10. Th. land, -p* C.nl tun, oh.il worralrrtk, and replace erg' ptont mated.] that shove sig., of look of vigor or other .healthful appeoranee within ninety (96) top of .mple0on of emlroeE Taxa shot hove been topped r othe,.,. Mpmpery pruned by the Contractor droll be romoved and ropl...d by the Contractor at no cost to tie Owner. PUNT 11knRULREOUI1113) PROPOSM x PFACtKt E OF UM TREES (D Deceharb puabm 'plgevn P.1w Proetrotn O.Jetn Bash 1 gal 24- nth 205 452 1=11.. on 55% SNRURS African Su na. 24' bat 5-g.lon 705 735 '-q.1 on o ocaou. on 305 275 ' GROUf°COYR SHRUB Coven a wdhin 2 1005 1005 NOTE ROUGHEN SIDES OF HOLE BEFORE BACKFILUNG DO NOT USE PLANT TABS OR FERTILIZERS EXCEPT AS SPECIFIED i-V.I.T. RUBBER CINCH RES 2 LODGE PALE STAKES TO EXTEND 24 MIN. INTO UNDISTURBED SUBGRADE 3' MULCH LAYERl' III- PLAN18 CROWN TO BE 2" OR SEE FOR �j ABOVE ADJACENT GRADE OTHFINISER H SPEtlGRADE-tFY f -FINISH SURFACE SOIL UNDISTURBED SOILS TWO TIMES VADTH PROVIDE ROOTBAI2RIER ROOTBALL FEET MIN. BY 12 DEET P 5 WITHIN 5' OF �1 TREE PLANTING DETAIL N PLANT LEGEND M013L ROTANiCAt NALC MuW4 Wur Mn gm co..E rS TRCES 5 qui (D Deceharb puabm 'plgevn P.1w Proetrotn O.Jetn Bash 1 gal ® po nlanlum pcnohun 11 Carom.. OChiblpa Iashkud.Nb t5dtat.o 24' bat 2 isan-Tmnk(3) 0 Rha ba— African Su na. 24' bat 3 M ndad hunk Jugfom acparnice S. Cal. Bleck Wnlnut 24' bat a St..J d T.A SHRUB Oo Aia+e olimualn F.del Agam 5 got 32 Ag— vuneralona adepu. Ag.re 5 gal 11 eB..R.Inn lac '11—ku' Ramnlm BougvlmRlsa 5 gal 10 eS... Mea J.Poako Japolrma B ,wood 5 gal 57 Q (:t—pl-.0 Ped Bir! of P -r -T- a yvi 3 ® Do.ylidon impladmum I adorn Clint Ts. 5 gal 1 6 Ibpeal. pmvita. Rod ris^ 5 0.1 2 Ug.trum japonkum Ta.nun' Tema Prba! 5 gal 346 (D some daek-O ctrl nd 5oge 5 gal 10 0 Pephlvtepl. Indian'Bcikrina' Indian Wwthom 5 vci 72 PEAE.IAS �. Ab. ablate Caret Aka 1 9.1 23 O Dle. Npalor Fortnight Illy 5 got 55 ! ftwnioeNr. hybddf Dway I gal 20a mbmd cake OPentam. calm; F'aea. k.r Pavlemon 1 got 25 CnMDccWR Rea 1. Ti— Oogwt PIM' pink Dround— Rine 5 qui (D Deceharb puabm 'plgevn P.1w Proetrotn O.Jetn Bash 1 gal ® po nlanlum pcnohun 11 Carom.. Rot. ® Se..d. aas, . Blue Chok S8W Rot. tlrapmao parvlf.lum prostal. itepaam bob ©'. LON Tull I—. app, tad ve cRuS ma macx'PAW SPRINGS GOLD' 6'-5' MWITE COBBLE STONE DECORPOSE GRMIMI G) 'RUM SPONGS GOLD' ® 16'-24' SOLUERS'DOERf IXRD' .'.�•�.'.'. FideUng re&s ng.laUon b remain in Pb— FINISH cap MULCH INSTALLAvON oa p1 gig and lnfpatbn opaotiano ore k.0. ewer all ECt.d landaca .aeras wM 3' toyer o! SPEC If as mode 6y Ill Wood Pmdu.b (877-475-9787), or aquas 47 plant O 48' ase. 13 plant O 72' on iB plant O tY ansa 18 plant O 12' ansa 268 plant O 12' os 620 uor.lhon 8 m .fuel OTHER ACKFlLL MIX: 1 -PART COMPOST 3 -PARTS NATIVE SOIL UNDISTURBED SOIL -y J. -T orn;4 W'P6 NOTE: PUDDLE AND SETTLE BACKFILL PRIOR TO SETTING SHRUB. ROUGHEN SIDES OF HOLE iGl SHRUB PLANTING DETAIL SECTION V1Ey! 1175 PLANT GROUNDCOVER TRIANGULAR SPACING BEE LEGEND FOR DISTANCE ® ® PILANTIING LEGEND SED PLAN VIEW 3' MULCH LAYER FINISH GRADE i RODTBALL 6w� BACKFILL MIX: 3 PAARR7S NATIVE SOIL UNDISTURBED SOIL n a?O DCOVER PLANTING DETAIL '� SECnarl v/EW ttT3 vVVVV v v v v v o V v v ' T55.DD' n-abvoov vvvvvvo vvv vvvvvvo g43018�DDE vV'Gvvvvvvvvvvvvvovvvovvvo ,..-•+v'b 'vvvvvvvvovovv vvvvvvvvvvvvo �„�....-v 7 OV= v e vv o or ov v v v v v v o ovovo o o v oe .rvv vvv vvoovvvvvo v v v vvv v vvovvo v v vovv v v vv -evvvvv v v v o v v v v v v v v v v v v v v e o v o v v o vo v v v o v v v �-••rVb`oove oovv vvovvo vvvovv vov000vvvov ovvov vo vvv vv vv o ..-v"tivovv voovvvvvovvvoovvovo vvv vvoovvvvvo ovovo vvv vo oov oovovvvovovovvvvo vvvvvvo vvvovvoovovvvo vvvvvovo ova vvav� vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv0 VjRDISTWEBE[PNA1TVEv v v v v v v o v v v v v v v v v v v v v v o v v v v v v v v v v v v v v v v v vv vvv�i��'vvvvovvvvovvovvovovvvvvvvovvvvvovvovvvvvv vv v v v v v v v v O v v v v v v V v v v v v v v v v v v v O.v v v v v v v v v v v v v O v v V V v v v v v v vv ' v v v v00 v v v v v v v v v v v v v v v v v v v v v e V O v v v v v v v v o v v v v v v v v v v v',ov vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v vvvvvvvv 7 v v v v V v v v v v v v O v v v v v v v O v v v O v v v v v v v v v v v v v v v v v v v O v v vv v v vv 'vvv vo`o vvvo a`ir oe vvovv ovvov 7 cvvvvvvecvavvcvvv vvv rvvvvvvvvvvvvvvvvovovovvv v -y .a,o vvovvo vv e'—'se a'a vvvvvvvvvvvvvvvvvvvvvvv \vvvvvvvvvvvvo oov rvvvvovvvvvvvvvovvvvvos-/ `00000v000vvvvovc vvvvvvvvvvvvvvvvvvvvo .) vvvv000vvvvovoo novae vvvvvvo vvovvo vvv ovQ1HDf9i�(W:{¢278gF�c'Up(Nq�dpTdwc v v0 v v v v O v O v or v v vv v vI, ev// 'Ovv Mv1X1 vvovv `•vvvvvvvvvvvvv,vvvvvv vvvvvvvvvvvvvvv vvovovvvvvv voovvvv v vvvvvvvvvvvvvo vvOpvv Ov.000V OOvv vvvvvvvvvvvvo vv b7vovovvovvvovo -vvvvvvvvvvvvo Rt O 47W' vv vv vvvv vVYvvvvvevv ii(RAR `Ipj80I4i,�0Ip��0I� :,..'.:.'... . :j�:'qvAif''��I�,�OI,Oi<'�I�O►�`,Iw`d 6%p'R4,rl►Mj�ei`��ei�i.'�'s�oir� �';....•.' r��j�'0(a;Qs ��'� �p0'p=s4;Ia:L�i�4_L�i��i�OI►�i�s_I�i�a'Afs`lf���iji'.'.'.', vvv f�w�i p lea° 6° 4aO OQ?e'Q'd 256 V-40 ����NO v;',!i��o���� L V) POOL D .•. ��:•.... ••.._ ••ton=�.•.' {• �I ,. Opi4. a �4sa.• Cip:. X0)2 a='eons, %e MA';1�.-.,�•;D�d�ot.I §INIEW MEME 11W. REVISIONS . BY 03-19-14 06-20-14 0&64-14 00.20.14 10.02-14 R.S. PJd. a- 1115114 1116'1'-0' ra 14006 sxaar - aF 3 zxerrs IRRIGATION NOTES I. It la the respona@181lyy of the Ini,�Uon Contractor to familiarize himself with oil grade diHertnws, location of wall, rvtalningg walla, vlruc4Urw and u110tin. Th. Contractor oholl to Ir or replace, at no aearnond seat to the owner, all items damogad by his work. The Contractor aha! coordlnotn his work with other contracts. for the location and Instate of pipe view. and lateral. through walls, under raodwoya and paving, ata L The Contractor shelf not willfully install the Inigntian oyd.m as shown oa the d....q when It b obvious In the Heid that unlmown obstru lana, ,rode diffenncea, or diff -nova in the oma dimension axict that might not have bean dd-..d In the design of the initiation =a_ Such obeWcil- r dillar nen shall be brought to the attention of the Owner. muthadzed reprosentatt.. In the event Thie natificotlon la not performed, the Contractor shall assume full rasp ... lbllity for any noenss ry alteration. to the work 3. The Contractor shall obtain, coordinate, and pay for any and dl Inspections as required. 4. The C ---dor sholl be -possible and gable far airy encroachmeat into odja.nt property. P-O.W.'. co-enb setback. or any other legal property rasbicUane ailhar marked or unmarked. 5. The br(go6on vy.tam design Is booed an o minimum opomlion I., . of 40 P51 and ....Imam flow demand of 10.0 GPM. The Contractor shall verify water ptnsaure pdar to cam! n. Report arty drffcranas botween the water pressure Indicated on the drawings end the .dual pressure r4oding at the niga'don point W can ... go. to the Landc.ape Architect S. This deign is dieyyrommatla Ni piping, valves, else, shown within ppaved arms le for design clarification only and shell be Installed In planting areas wherever passible. The Contractor shall locale all vete. in shrub or groundcovrr masa. 7. Tralch(ng within the driplin, of large existing tree shall be peAomta) by hand, and wgh extreme cora not to sever sola TM N d)amstor and laryer. Wirers root. 7-,2-1n diomatmr and larger an In 'monad, the Contractor .hall tunnel under .old rads. Exposed roof that have boon unnoted under nholl'be wmppad N wet burlap and kept .slat while the trench (. open. S. All main In piping, lateral line piping, and central wires under paving shall be ImAellsd In Schedule 40 PVC slaws at o minimum depth of 18'. Siown shall be Installed bstore paving Is In place. All Wom. sized shall be a minimum of twice the diameter of the pipe to be alew.d. Control wire slew. shall be of .ufficl nt nine for the required number of wires under paving. 9. Pipe sixes .hall cont.- to Throe shown on the drawings. No substitution of smaller pipe sizes shall be permitted, but nubnblirdlon.. of larger masa may be approved. Ali damaged and rejected pipe shall be romoved from the nice of the time of cold rec.Uon. 10. A)1 sprinkler code shall be act perpendicular to flniah grade unix s olhenise apodnad. Install all heads with double owing jairds as par dated. All hmdv adjacent to parking lobe, walks, reads, or other paysd'amas shall be Installed with pop-up bodl- 11. The Contractor shoes flush end adjust ail sprinkler heads, drip tubing, and wive for optimum coverage with minimal minting end/or ever spray onto w.It..beats, wells, do. Substitution of nozzle pattern or radius as required to achieve .pit.- ....go to rasp.nelbIlAy of contractor. 12. All Irrigation equipment not otherwise debited or specified shell be Totalled ac par monutactumen recommendation and appcinaollans. 13. Drip tubing shell be Installed in parallel news (whenever possible) 18' apart on top the finish gado, and covered with 3' of .pacify motorial- eco planting pian. Emitterspacing of odJocent rows ologganed. Tubing shall be finer" staked fn place with U -atopies at 5' on'center (24' on center around tight curves). In ateepy eloped amos, install tubing rows pefpendiGuTar to the drection of the slope. Install flush valves at the ends of drip LLubin, runs, and air/vacuum relief V.N.6 at the drcuit's major high points (as Indicated on pians). Install flush volves and air relief volvas In 6• valva boxes. Drip Irrigation tubing shall be connected to Schedule 40 PJC supply and axhau.t manifolds who. indicated on the plans. 14. All remote contmi vela., gala este., /lush eaten, end p;- re rteel Vote. .1.11 be Installed In suitable valve box. as shown (n detail., compiet. with irking eves.. All shell be Carron, Amber, or approved .quel; and shall be marked C.V.' tar gate -TV-, 'MC.V." for .mole <ontml wives, eta Provide expondon coils at each .1. can ... Us. in Valve box as per details. 15. Insist] allbackflow prevention devleen and off piping between the ppoint of connection and the backflow prwanler as par II cod.. Flnot location of the backnow prwantar and oulonem , mnbvll.r shall he approved by the O -N, 1S. 120 VAC alocbinl poewor .arcs at controller location shall be provided by others. Tho Contractor .hog make the final ca.-r.n from lbs leddcoi source to the controller. 17. Pressure test Mainline at 150 PSI per three(3) haute constant. 3/4' aSC ALnR OWrs-1k. ttNN1A4E RypE ralrlppL Ntai naw: PRva]SFIF45Wx VALVE i• fpr f Lad FLM PRIU F42M (1,0. WRNEA r ' GsAVVEL S1NP 1 , Ox B<{SiLNC Taw VFLVE 8(a! UTERV QHmcIGHs -nLaOcWre aFs OW.CaROL ZONE ASSEMBLYa ss r•wal ii to]• �0■���' e'� t�" i�iiiG�if� © '*"702000 Col= =001I 103==Mw =2100 �;•Q��1;+�-�-�_��t.�:�WO�© II: •Emma �L�:a.-Ta..LS1.�4J�.0 1®' 'I I' »� - T -o SPRIY I--. l •moi 7D ROWN Point of Connection # 1 Minimum Asp11.0 WderAllowann DAAWA) Tobi MAWA- (Efo x 0.7 x U N ea. R Y 0.62) =Gasses psrylnr lar LA wnera M.16nwngaaar payng Era -R phAssAp;walx.p Era•Reierar4lrs vAepyalbnAppandm G(bNea payed a7•Ev% AQ Fedor(ETAF) EW WSPEdbn pd I'su. Lniwmpvtlun tapas Ing ase. conAabn rasa tis ser«- Pa urye n rod) MAWACakubll- ETo ETAF UorSU (ft2) Gsrnenbn MAWA (Gose. P.tYanr) MAWAfor U- 493 0.7 20,940, x 0.62 150,76L00 Total MAWA- 20,940 450,76200 G.1/Ysar Edlmalsd AW.dWalor U.e ' EAWU- ETs%KL.LAx0.m-IEaGalhmpe1y- whwe. EAVN•Bnmded ArpCW Yhiwthlipabm payelg la. -K..KdxK- ET1•Relarexa Eva{mtrempyaasn Apwrml G(Irewn P-Ynd K.asplr4ve flaw(once•0.1-09)(11. WUCOLS W brvak-) la. •LaMsnpa"c"wr4 Kd • damny rntlnr (nngl • 0413) (see YW COLB mr dlndy value egos) U•Laaflcywtlun(quafnl) .-I.briarpl Kmc•ndcroclinvtl pdar (mnps•041.4 )(u1 WUCOLS) E.Dtl Ispanbail IE•YdgatlnnEmdercyIYE%DU Ap W...F rap mremrtp4lEPw<nNpe1) .P.) IME•kdglaln YwePmVotive) W . addbaon Udlamty d yorke4 k11a1am head EAWU Celalxgen ET. I I 1(,MLAJCanvsnbn IE EAWU(Galoresoya., Mecumilblerl.1.1 6htuh0.62 + 175 345,03].00 Wall-WvlarUdng 6hrub 48.8 x D50062Hlgli Warr L.- 49.8 0700.62 + MIS 18,=.W T.W EAWLJ 20.040 1 471,56040 G.VY., ramw ma.L6 S'' T*Msox.w- 1' en Wr vwvx sax dawE eFlrrNp6nN a112PJi.P 6 Nasi err s� .uttiE NKA -1 4i- '��wN- aw. sxaowcr{n'air w rowan tram) 1/a aU R M acts. soar. -LR boos Sal a. tuwxC ° IQ�ird'�'+vsls pppp l :l BALL VALVE i(a� � w UIIE U ars • TechmDneTE FLUSHING VALVE m,wm�a» xxa (D -gra p ra.n..rLxerr O�",a.•L�naw41 (]a tin {sank. © .star Ilse 11F1a1xk 0a vex orae+,. -ea r.,rwx Oa a-nwAc Q mea ave ac �a w� Pew uno<o o I� ED 2 - Y RNMi GRADFJfOP OF MULCH �ORPSf'PRE ROYfOR PEitIECEhID PJC Sell BD NOrPLE (tEN. AS REO .) 'Ler 1/2' MVtLDC ST. EL SCH 40 StREEr ELL 1/2• SCH 86 MPPLE (LENCIH AS REOUIREO) 1/Y k RL.Dc ST. IL UTERY. PIPE n POP-UP DETAIL Nrs xawa I „-w ,1a 1 � ARIAF ERIYEER LY 7not ARIA No I - . i 44r W a' FnouRENZE FiEr9T V%E PW,NED TO TeWkw LY_ `EE "En"' EN H TECHLINE CV D FEED LAYOUT rats y"•1rC r sE" 3� . �: Ax REVISIONS .8Y 03.19.14 06-2044 08-04.14 D8 -2D44 10-02-14 PHIL MAY FXIT61 MM-1Iw1i 1937 West 9th Street Upland, CA 91786 Phone: 9993731959 Fax: 909 373 1958 ptmy®p"Is-ydadgnmm wvw.pHlnaydedo... Y o% 6 RS.a P.M. E 1115114 own 14006 � star L®3. or 3 a- Roofing KILGLE PONDEROSA Plaster Base A 411, OATMEAL Accent Plaster LA HABRA STUCCO ADOBE wrought Iron And Wood Trim DUNN EDWARDS WEATHERED BROWN 5552 Canyon Gray $$$ Fa- Gray, Purple, Gray Streaks Ref Erni SRI A.Ref A.SRI CRRC: .13 .90 10 .15 13 0918-0073 MIT I Tustin, CA 92780 PH[LMAY LANDSCAPE ARCMTECT 1937 W 9T' STREET UPLAND, CA 91786 (909) 373-1959 XVHKE PARKER CERTIFIED ARBORIST E -i k LICENSE # WE 3414A October 2, 2014 SITEPEAL ..................................... o ..................................2 'FREE DISCUSSION..............................................................3-4 TREEPHOTOGRAPHS ........................................................5-7 October 2, 2014 RE: Tree Report Site: 2112 Rocky View, Diamond Bar, CA 91765 To Whom It May Concern: I have prepared a tree report based on the comments from the city. The following opinions expressed are based on field inspection. My observations, recommendations, and opinions are within this report. Based on the site visit there are four trees within the lot. Here is a breakdown of existing tree species, please refer to "TREE PROTECTION PLAN' for more information. Three (3) of existing trees within the lot are of the species, Juglans californica, Southern California Black Walnut of which two are mitigated due to DBH size, The remaining tree is a Eucalyptus citridora, Lemon Scented Gum which is not a mitigated species. All existing mitigated Juglans, californica, trees will be removed and will be replaced with 24" box trees at a 3:1 ratio. Eucalyptus citridora, Lemon Scented Gum will remain in place. Refer to "TREE PROTECTION PLAN" for location, quantity and species of existing trees. Sincerely, Phil May Landscape Architect License 9 3104 Mike Parker Certified Arborist ISA LIC. # WE3414A 99LLS Vo "dVS ONOINVICI NVId *Gli MalA AMOO'ci Z t 2 N011031011d AM11 3ONa(31S'3U GOOVP t Se E -6 O z 0 EFL E w 0 U) CL z 0 F6 S. Qy 6 3 TREES E jC-1�9-A.CHEDUPQN QUANTITY = 3 TREE# 1,2,3 SITE & TREE DISCUSSION The tree encroaching into this property has been there for 40-60 years. Tree is in fair to good condition. AGE: TRUNK DIAMETER: HEIGHT & WIDTH: HEALTH: MECHANICAL: STRUCTURE: INSECT/DESEASE: MAINTENANCE: 1. Juglans californica, Southern California Black Walnut 20-30 years old 4-7" varies see "TREE PROTECTION PLAN" Poor Poor Poor Minor Trees are not maintained PRESERVATION DISCUSSION Trees are to be removed. SPECIES AND INVENTORY See attached sheet, SITE PLAN See attached sheet. PRESERVATION PLAN NONE TRE ES NOT Ari FECTE D QUANTITY = I JVXIJ;lp,KA SITE & TREE DISCUSSION The tree encroaching into this property has been there for 40-60 years. Tree is in fair to good condition. AREAS: 1. Eucalyptus citridora, Lemon Scented Gmn AGE: 20-40 years old TRUNK DIAMETER: 12-22" HEIGHT & WIDTH: 60 & 50' HEALTH: Fair MECHANICAL: Fair STRUCTURE: Fair INSECUDESEASE: Minor MAINTENANCE: Tree is not maintained PRESERN,'ATION DISCUSSION Trees are to be removed. SPECIES AND INVENTORY See attached sheet. SITE PLAN See attached sheet. PRESERVATION PLAN None PICTURE- h -.I, see "OAK TREE PLA.r*4" for location of where picture was taken. PICTUIRE- #29 see "OAK TREE PLAN" for location of where picture .was taken. 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Q- Pw CL 0. a 0- CL 0 0 0 0 0 0 0 0 0 D a D 0 D -W NOTICE OF PUBLIC MEETING AND AFFIDAVIT OF POSTING STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR 1, Stella Marquez, declare as follows: On November 25, 2014, the Diamond Bar Planning Commission will hold a Regular Meeting at 7:00 p.m., at City Hall, Windmill Community Room, 21810 Copley Drive, Diamond Bar, California. I I am employed by the City of Diamond Bar. On November 20, 2014, a copy of the Planning Commission Agenda was posted at the following locations: South Coast Quality Management District Auditorium 21865 East Copley Drive Diamond Bar, CA 91765 Diamond Bar Library 21800 Copley Drive Diamond Bar, CA 91765 Heritage Park 2900 Brea Canyon Road Diamond Bar, CA 91765 I declare under penalty of perjury that the foregoing is true and correct. Executed on November 20, 2014, at Diamond Bar, California. Stella &:,mill -7 Nlarquez Community Development Department C D:\zste I I a\a rfidavi tposti ng.doc