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Home My WebLink About09_9_2014 PC AgendaCITY - OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: GENERAL PLAN DESIGNATION: ZONING DISTRICT: PROPERTY OWNER: APPLICANT: SUMMARY: N September 9, 2014 Development Review No. PL2013-221 1200 Chisolm Trail Drive Diamond Bar, CA 91765 (APN 8717-026-038) Low Residential (RL) Low Medium Residential (RLM) Jimmie Joe 1705 Via Napoli Montebello, CA 90640 Ron Ballesteros 922 S. Sierra Vista Ave. Alhambra, CA 91801 141 The applicant is requesting approval of a Development Review application to construct a new single-family residence consisting of 6,086 square feet of livable area; a 620 square -foot garage; and 683. square feet of patio and balcony areas on an undeveloped parcel. RECOMMENDATION: Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2013-221, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. BACKGROUND: The project site is located on the northwesterly end of Chisolm Trail Drive where it intersects with Rio Lobos Road. There are no protected trees on site. The project site is located on a 0.73 gross acre (31,990 square -foot) lot. The property is legally described as Lot 15 of Tract No. 37873, and the Assessor's Parcel Number (APN) is 8717-026-038. On June 24, 2014, the Planning Commission approved a 7,278 square! -foot residence with a 441 square -foot garage on the adjacent parcel to the south located at 1198. Chisolm Trail Drive. Project Description The proposed single-family home consists of the f6llowing site plan and architectural components: Site Plan The house is situated toward the front of the lot, approximately 20 feet from the front property line. A 50 -foot Southern California Edison easement runs through the rear of the property, where there are no proposed structures. Landscaping is proposed throughout the front and rear yards 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. In addition, the applicant is proposing a four -foot high retaining wall in the rear yard to create a rear pad ranging from 20 to 22 feet in depth to comply with the City's development standards for the rear setback. A condition of approval is included in the resolution requiring all exposed portions of retaining walls to be finished with a stucco application and material or decorative block to match the proposed exterior wall finish of the house. Architecture The proposed four -level house is located at the front of a down-sloping portion of the property. The home consists of the following components: A 1,166 square -foot upper levelel consisting of a master bedroom suite, including a master bedroom, bathroom, a closet a master living room/game room; A 2,649 square -foot 'Main (street) level consisting of a 'living room, dining room, family room, kitchen, bedroom, two bathrooms, and walk-in closet; A 2,271 square -foot lower level consisting of three bedrooms, bathrooms, and walk-in closets; and a laundry and utility room; 683 square -feet of patio and balcony areas; and A 620 square -foot, attached three -car garage. The height of the building is 33'-6", measured from the finished grade to the highest point of the roofline. Development Review No. PL 2013-221 Page 2 of 10 Panoramic Street View of Project Site Note: the appearance of street curvature is caused by panoramic distortion; the project site is not on a corner) Bird -Eye VieW of Project Site The proposed project requires Planning Commission review and approval of a Development Review application. Ddvelopment Review No. PL 2013-221 Page 4 of 10 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 RILM zone: slope. Site and Grading Configuration: The project site is located on an irregularly shaped property with an average slope of 42.6% throughout the lot.. The applicant is proposing to cut 230 cubic yards of soil and fill 1,690 cubic yards of soil to create split-level buildable pads throughout the property. Therefore, 1,460 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 export would require between 92 to' 146 deliveries. Development Review No. PL 2013-221 Page 5 of 10 The site is located on undisturbed grade and will be modified to allow for split level pads for the rear yard and proposed residence. A four -foot high retaining wall and a series of four retaining walls along the side yard will be constructed to accommodate the additional pad area in the rear yard. Architectural Features, Colors, and Materials: The architectural style is contemporary with Mediterranean influences. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: a Low pitched, hipped roofs with concrete tiles; Articulation through varying vertical and horizontal planes; Modest front entrance with an arch entrance and square columns; Arched windows and garage ddpr;,,and Natural colors used to highlight architectural details. The applicant is using lower roof elements to reduce the overall scale of the building and create articulation along the front elevation. The front porch projects three to five feet from the main building. In addition, the second floor above the garage is set back approximately 13 feet from the living room to create additional articulation as seen from the street. 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, shrubs—such as lilies and New Zealand Flax—surround the driveway and entrance. Six 15 -gallon Hymenosporum Flavum trees will be planted along the side property lines to soften the building line and blend in the structure with the site. All plant types Wi * 11 be drought tolerant and non-invasive species. The project is required to comply with the City's W6ter Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. Compliance with Hillside Management Ordinance (DBMC Section 22.22) The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. DBMC Section 22.22.120 (a)(1) establishes a height limit of 35 feet as measured from the finished grade to the highest point of the roofline. The project demonstrates that the proposed. building will be 33'-6" at the highest point. 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, and incorporates the following landform design elements: All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; a Split pads are used to step down the natural slope; Development Review No. PL 2013-221 Page 6 of 10 Earth tone building materials and color schemes are used that blend in with the natural landscape; The project is terraced on three 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 hillsideareasset forth in the Development Code. I , I ZIMM. il MM Misis The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density, as well as City's development standards, Residential Design Guidelines, and. Hillside Management Ordinance. The existing neighborhood was developed between 1984 and 1987 and complies with Los Angeles County development standards that governed the area'prior to incorporation. When the recent homes were built in 2004 and 2008, the City's development standards were implemented. In addition, a new single- family home was approved on the adjacent vacant lot to the south on June 24, 2014, for an 8,851 square -foot residence. The proposed project is compatible with the existing homes— including the recently approved home on the neighboring parcel—in the surrounding neighborhood: Scale and Massing: Although the home is approximately 4,000 square feet larger than the average size of homes in the neighborhood, the proposed home appears to be similar in size from the street since only the upper two levels are seen at street level. The additional two stories step down along the slope and towards the rear of the property. The applicant designed the home to have the'majority of the square footage on the street level—towards the rear of the property—and lowered the front porch in order to reduce its overall scale. The massing of the building is softened by only proposing the living room, front porch, and garage at the front of the house and locating the other rooms of the entry floor behind the garage and living room, toward the rear of the house. The garage, front porch, and living room—located at the front of the building—include lower roof elements that help reduce the overall scale of building. In addition, the placement of windows break up the massing of the house through articulation of exterior wall surfaces, which results in a less massive building form. Therefore, the proposed home is less imposing than the recently constructed homes in the area due to the manner in which the square footage of the new home is distributed and will not overwhelm the streetscape and the surroundings from a human scale. Front Setback: The proposed front setback is 20'-3" from the front property line, which complies with the minimum 20 feet required by the Development Code. The average front setback for the homes in the neighborhood is approximately 15 feet. The homes that were approved with the nonconforming front setbacks were all approved under the County's jurisdiction; these homes are classified as legal nonconforming, or grandfathered" under the defunct Los Angeles County development standards. The recent homes built in 2004 and 2008 provide a greater distance than what is required by the City's Development Code. In addition, although the size of the proposed home Development Review No. PL 2013-221 Page 7 of 10 is larger than the existing homes in the neighborhood, the distance from the proposed building to the front property line is farther than. the recently built homes built when the tract was developed. Homes within 500 -foot Radius of the Project Site Address Square -Footage of Livable Area Front Setback Year Home Was Built 1182 Chisolm Trail 2,645 10.5 1984 1184 Chisolm Trail 2,078 11.5 1984 1186 Chisolm Trail 2,089 12.5 1984 1188 Chisolm Trail 1,801 11.5 1984 1190 Chisolm Trail 2,078 10 1984 1192 Chisolm Trail 3,196 14 1984 1194 Chisolm Trail* 3,434 40 2004 1196 Chisolm Trail* 2,604 22 2008 1198 Chisolm Trail'* 7,278 21.25 N/A 11,91 Chisolm Trail 2,089 16 1985 1189 Chisolm Trail 1,504 14.5 1984 1187 Chisolm Trail 2,089 13 1984 1185 Chisolm Trail 2,078 11 1984 1183 Chisolm Trail 2,078 13 1984 22803 Rio Lobos 2,267 15 1985 22805 Rio Lobos 2,089 21 1985 22811 Rio Lobos 2,078 18 1985 22815 Rio Lobos 2,078 14.5 1986 22821 Rio Lobos 2,078 18 1986 22825 Rio Lobos 2,089 17 1986 22831 Rio Lobos 2,322 22.5 1986 22806 Rio Lobos 2,641 7 1985 22812 Rio Lobos 2,267 10 1987 22816 Rio Lobos 2,089 7 1985 22822 Rio Lobos 2,078 7.5 1986 22826 Rio Lobos 2,078 8.5 1985 22832 Rio Lobos 2,089 13.5 1985 22903 True Grit 2,089 24 1986 22901 True Grit 2,078 1,3 1986 Average 2,395 15 Projects constructed after City's incorporation Approved by Planning Commission on June 24, 2014 (Resolution 2014-15) Architectural Compatibility: The project is designed to be architecturally compatible with the recently built homes in the neighborhood, incorporating similar hipped roof, concrete roof tiles, stucco, and metal railings. Development Review No. PL 2013-221 Page 8 of 10 In addition, the project also incorporates the principles of the City's Residential Design Guidelines as follows: D The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in the neighborhood; A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; 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 -hipped 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; 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. On August 28, 2014, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On August 29, 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. Development Review No. PL 2013-221 Page 9 of 10 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: 14i" OxP d7AVf nn !a0 I AK FaT. 76a. Attachments: Reviewed by: Greg Gubman, AICP Community Development Director 1. Draft Resolution No. 2014 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review No. PL 2013-221 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 NO. PL 2013-221 TO CONSTRUCT A NEW THREE-LEVEL, SINGLE-FAMILY RESIDENCE CONSISTING OF 6,086 SQUARE FEET OF LIVABLE AREA; 620 SQUARE -FOOT GARAGE; AND 683 SQUARE FEET OF PATIO AND BALCONY AREAS ON A VACANT 0.73 GROSS ACRE (31,990 SQUARE -FOOT) LOT LOCATED AT 1200.CHISOLM TRAIL DRIVE, DIAMOND BAR, CA 91765 (APN 8717-026-038). A. RECITALS The property owner, Jimmie Joe, and applicant, Ron Ballesteros, filed an application for Development Review No. PL2013-221 to construct a new s * ingle- family residence consisting of 6,086 square feet of livable area; 620 square -foot garage; and 683 square feet of patio and balcony areas on a vacant 0.73 gross acre (31,990 square -foot) lot located at 1200 Chisolm Trail Drive, City of Diamond Bar, County of Los Angeles, California. Hereinafter in this resolution, the subject Development Review shall collectively be referred to as the "Project." 2. The subject property comprises one parcel totaling 31,990 gross square feet 0.73 gross acres). it is located in the Low Medium Residential (RLM) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 15 of Tract 37873. The Assessor's Parcel Number is 8717-026-038. 4. On August 29, 2014, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. On August 28, 2014, public notices were posted at the City's designated community posting sites. On August 28, 2014, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. 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. 5. On September 9, 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. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 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 A 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. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC 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 is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all of the setbacks and requirements of the City's development code. 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. In addition, no protected trees exist on the property. 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 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: 2 Planning Commission Resolution No, 2014 -XX The new single-family home is designed to be compatible with the recently built homes in the neighborhood. The proposed architectural, style is contemporary with Mediterranean influences, such as hipped roofs, concrete roof tiles, and stucco. In addition, the proposed home will have similar colors and materials with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density, as well as City's development standards, Residential Design Guidelines, and Hillside Management Ordinance. The tract was developed between 1984 and 1987'and complied with Los Angeles County development standards. When the more recent homes were built, the City's development standards were implemented. In addition, a new single-family home was approved on the adjacent vacant lot to the south on June 24, 2014, for an 8,851 square -foot residence. The proposed project is compatible with the existing homes—including the recently approved home on the neighboring parcel—in the surrounding neighborhood due to the following reasons: Scale and Massing: Although the home is approximately 4,000 square feet larger than the average size of homes in the neighborhood, the proposed home appears to be similar in size from the street since only the upper two levels are seen at street level. The additional two stories step down along the slope and towards the rear of the property. The applicant designed the home to have the majority of the square footage on the street level— towards the rear of the property—and lowered the front porch in order to reduce its overall scale. The massing of the building is softened by only proposing the living room, front porch, and garage at the front of the house and locating the other rooms of the entry floor behind the garage and living room, toward the rear of the house. The garage, front porch, and living room—located at the front of the building—include lower roof elements that help reduce the overall scale of building. In addition, the placement of windows break up the massing of.the house through articulation of exterior wag surfaces, which results . in a less massive building form. Therefore, the proposed home is less imposing than the recently iconstructedhomesintheareaduetothemanner n which the square footage of the new home is distributed and will not overwhelm the streetscape and the surroundings from 'a human scale; Front Setback. The proposed front setback is 20'-3" from the front property line, which complies with the minimum 20 feet. required by the Development Code. The average front setback for the homes in the neighborhood is approximately 15 feet. The homes that were approved with the nonconforming front setbacks were all approved under the County's jurisdiction; these homes are classified as legal nonconforming, or "grandfathered" under the defunct Los Angeles County development standards. The recent homes built in 2004 and 2008 provide a greater distance than what is required by the City's Development Code. In 3 Planning Commission Resolution No. 2014 -XX addition, although the size of the proposed home is larger than the existing homes in the neighborhood, the distance from the proposed building to the front property line is farther than the recently built homes built when the tract was developed; Architectural Compatibility: The project is designed to be architecturally compatible with the recently built homes in the neighborhood, incorporating similar hipped roof, concrete roof tiles, stucco, and metal railings; and 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 contemporary with Mediterranean influences. Modest building elements have been achieved through the utilization of similar architectural features and building materials. 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 streetscape 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: Before the issuance of any City permits, the proposed project is required to comply with a// conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through 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. . Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1. Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the 4 Planning Commission Resolution No. 2014 -XX extent otherwise permitted by the Diamond Bar Municipal Code or applicable state or federal law; 2. Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing; 3. All exposed portions of retaining walls shall be finished with a stucco application and material or decorative block to match the proposed exterior wall finish of the house; 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; and 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, Jimmie Joe, 1705 Via Napoli, Montebello, CA 90640; and applicant, Ron Ballesteros, 922 S. Sierra Vista Ave., Alhambra, CA, 91801. APPROVED AND ADOPTED THIS 9TH DAY OF SEPTEMBER 2014, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. 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 9th day of September, 2014, by the following vote: AYES: I Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2014 -XX I FIT". fy (I)d 19 lyk, I It t COMMUNITY DEVELOPMENT DEPARTMENT 01 STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2013-221 SUBJECT: To construct a new single-family residence consisting of 6,086 square feet of livable area; 620 square -foot garage; and 683 square feet of patio and balcony areas. PROPERTY Jimmie Joe OWNER(S): 1705 Via Napoli Montebello, CA 90640 APPLICANT: Ron Ballesteros 922 S. Sierra Vista Ave. Alhambra, CA 91801 LOCATION: 1198 Chisolm Trail Drive, Diamond Bar, CA 91765 11! 11,17 APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: In accordance with Government Code Section 66474.9(b)(1), 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 No. PL 2013-221 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: 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. 6 Planning Commission Resolution No. 2014 -XX 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 No. PL2013-221, at the City of Diamond Bar Community Development Department, an affidavit stating that the applicant/owner is 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, 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 Conditions, and all environmental mitigations shall be included on the plans (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, grading and architectural plans incorporating all Conditions of Approval — if applicable — 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, roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, 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. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 7 Planning Commission Resolution No. 2014 -XX 9,0009, 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 1. The approval of Development Review No. PL2013-221 expires within two years from the date of approval if the use has not been exercised as defined pursuant to Diamond Bar Municipal Code (DBMC) Section 22.66.050(b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one- year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the Fee Schedule in effect at the time of submittal. This approval is for the site plan, elevations, and exterior materials for the construction of a new single-family residence consisting of 6,086 square feet of livable area; 620 square -foot garage; and 683 square feet of patio and balcony areas at 1200 Chisolm Trail Drive, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the 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 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 shall 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 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. E. SOLID WASTE 1. 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 APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7041FORCOMPLIANCEWITHTHEFOLLOWINGCONDITIONS: 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. 2. The applicant shall comply with Low Impact Development (LID) requirements to the satisfaction of the City Engineer. The LID Plan will be required to comply with the 2012 MS4 Permit. 3. 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 reduced 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. 1. 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. 2. 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. A geotechnical amendment must be provided addressing the unpermitted stockpiles on the property. 3. Finished slopes shall conform to City Code Section 22.22.080 -Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. 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 walls shall be shown on the 10 Planning Commission Resolution No. 2014 -XX grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. 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 6 foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 20 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 a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 9. 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. 10. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 11. 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. 12. 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. 13. 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. RUTATO 1 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 drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California 11 Planning Commission Resolution No. 2014 -XX to the satisfaction of the City Engineer and Los Angeles Public Works Department. A ZfAJ_WJ!JfJ iT -ITrNJJJrf1,&3 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. 2. Provisions for Cal Green shall be implemented 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. 1 1 11 OF -Olwi I- 1 1111 1111,11il 11l 111 ill 1 11 119 "a-WOMMA a Rlii]l- 3. 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. 4. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall ba high efficacy or equivalent per the current California Energy Code 119 and 150(k). 5. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 6. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building and Safety Division. 7. "Separate permits are required for retaining walls" and shall be noted on plans. Portions of the house retaining wall will need to be separately permitted with the site walls in order to create the building pad. This permit will be obtained prior to the house permit and these wall plans shall be independently approved. 8. All balconies shall be designed for 60lb/ft live load. 9. All easements shall be shown on the site plan. 10. 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 12 Planning Commission Resolution No. 2014 -XX High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. 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 1/2 inch in any dimension except where such openings are equipped with sash or door. C. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. L.A. County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 11. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 12. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 13. 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. 14. Light and ventilation shall comply with CBC 1203 and 1205. 15. Structural design for surcharges including from overturning and sliding resistance of soil pressures between adjacent retaining walls shall be incorporated into the structural engineer's design for each retaining wall. 16. Where the elevations of the levels occur below the upstream manhole, a backflow preventer and sewer ejector pump design shall be submitted and approved by Building and Safety. The design shall be done by a registered professional engineer. 17. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 18. 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. 13 Planning Commission Resolution No. 2014 -XX 19. Submit grading plans clearly showing all finish elevations, drainage, and retaining wall locations. No building permits shall be issued prior to submitting a pad certification. 20. , AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 21. 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. 22. Fire Department approval is required for fire sprinkler, fire flow, and access from Los Angeles County. D. CONSTRUCTION - CONDITIONS REQUIRED DURING CONSTRUCTION: 23. 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. 24. 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. 25. 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. 26. 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. 27. 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. 28. 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. 29. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 30. A height and setback survey may be required at completion of framing and foundation construction phases respectively. 14 Planning Commission Resolution No. 2014 -XX 31. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, 'etc.) 32. 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. 33. 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.digalert.org. 34. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 35. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 36. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 37. Drainage patterns shall match the approved grading/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. 38. 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. 39. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 40., All steps with more than 4 risers are required to have 8 handrail and a guardrail if there is a drop of over 30 inches for interior and exterior steps/stairs. WX 15 Planning Commission Resolution No. 2014 -XX Propal resideOW end development I' 12DO'cliklm.hill tok diamond;Wk ca, 7 2014 DESIGN OEVEWPME4r- P FERTY' LINE NBTpd'38"W 18735' JI \ O i 50'-0' WIDE PUBLIC UTILITY EASEMENT SCE A -----------------A EXI5T8•G LANDSCAPE TO RSMAM LO adamd 2 storymsido= existing vacant land \ INE 45 vacant land TOTAL NEEMT 75'-3' STORES 3 t adRwnl2 slayresMe , overall site plan IM AREA DESMATION TOTAL NEEMT 75'-3' STORES 3 L RFLOAFMACUPPERFLOORFLAW RETAINING WALL SEE GRADING) WALLS TO NAVE STUCCO FINISH 1 WALLS To HAVE STUCCO FINISH . HIGH WALL TOP OF SLOPE DECECCORATIVE WA1 " PROPOSED SLOPE 2.1 MAX" 18' 14W IvAR.YARD FLAT AREA X- p rGRADE LEVEL REARI.. 0.1-77. --- 1 I \ LINE Of MIDDLE LEVEL LVUER TO STAIR EIXI STAIRWAY BACK t TARO .. .. I/ TBT FLOOR ARIE4 LOWER LEVEL FLAN) — o' 3 talgAragB .. EXISTING 2 story residence . \\ vacant land , r y IRC':N FENCE ON CENTER \/ _ i DLI ri::98h1 "Ili?i'i'!r Ini!i, If!il'iii!•'•i e!G i li! q:f!.f I i. i a 8' CMU 1041.1. I .. D CGNCf¢'"TE DRVEUtAY - R• V' L•4522' E) SIDEWALK' PROPOSED DRIVEWAY AF-T''ROACH l 1 1 1 1 50'-010DE PUBLIC UTILITY EASEMENT SCE 1 fP) PROPOSED SLOPE \ 24 MAXIMUM \ / EwrzanvE WAIL \ iOP Of 51tOF:1: \ PATIO RETAINING WALL / SEE GRADING) / WALLS TO HAVE STUCCO FNISH/ STUCCO FINISH 1 2 0 0 C H 1 S 0 L M T R A I L D R I V E wal er.. r M'• -0' l of slope TOTAL NEEMT 75'-3' STORES 3 OCOA'ANNCY R4 RESIDENCE / W - GAR -i ZONE R -I DISTRICT V1 CONSTRICTION TYPE.V B Y SFR34QBW YES IBM )RFT 'tin•ow-o35Ass= s EXISTING TRACT 37813 . LOT 6 adjacent 2 story residence 60MCIFILM SITE GRAM CONSTRUCT NEW 3 STORY MSIDENCE GROSS LOT AREA 31,990 50 FT SOUTHERN CALIFORNIA EASEMENT 11,950 60 FT NET LOT AREA 20)10 SQ FT J/ RESIDENCE LOWER LEVET. 2,711 50 FT EMRT LEVEL 2.649 SOFT ti IkPPER LEVEL 1)66 SO Fr TOTAL GARAGE 6086 SO FT 10, PROPOSED 3 CAR GARAGE 620 SC! FT LOT COVERAGE Q{ t' 3AA0 SO FT / IODO SCFT • 26% FLOOR AREA RATIO, 6086 50 FT / 11,980 50 FT • 51 R STUCCO FINISH 1 2 0 0 C H 1 S 0 L M T R A I L D R I V E wal er.. r M'• -0' l of slope enlaV.%ed site plan )RIA DESIGN allest els 922 i Slerm vista avenue, alhamhja. ca 91801 F 626,488,5007 f 775.305.1786 hdmdv9Udyahoo.com/ CONSIATANrt offin WWATM: PROPOSED RESIDENCE MCLCJD STEVE DU 12DO CHISOLM TRAIL DRIVE DIAMOND BAR. CA 91733 PRDIECTLOCAMI: 1200 CHISOLM TRAIL DRIVE DIAMOND BAR, CA 91773 Nsmum D52114-PLAIMO SMATTAL Nc'N91d1: n w-Ms m przsemed W cerebyaeeMah a9 reea,d aMadNe des ler aM no parz Uweolsha2 ae ry edrta6Nsdosed, a use nPhas xakapgetlaherNanNa aPIN. ahaDNnstlelle nm veoi I an of a a. W CNi Nese W5 PESe WrS gi pm7tlsaFa5mmn0e tlseushsanlW iiled m tlsdtsWoab8lroeism7re, eMsmmPpremaapspd' aNr"W bmeeShtdreasidr.eend• Tao- project no: 13/641 phase: date: scale: NOTED drawn by: SHEETTRtE: SITE PLAN SP1 SHEET AO.: TOTAL NEEMT 75'-3' STORES 3 OCOA'ANNCY R4 RESIDENCE / W - GAR -i ZONE R -I DISTRICT V1 CONSTRICTION TYPE.V B Y SFR34QBW YES IBM )RFT 'tin•ow-o35Ass= s EXISTING TRACT 37813 . LOT 6 adjacent 2 story residence 60MCIFILM SITE GRAM CONSTRUCT NEW 3 STORY MSIDENCE enlaV.%ed site plan )RIA DESIGN allest els 922 i Slerm vista avenue, alhamhja. ca 91801 F 626,488,5007 f 775.305.1786 hdmdv9Udyahoo.com/ CONSIATANrt offin WWATM: PROPOSED RESIDENCE MCLCJD STEVE DU 12DO CHISOLM TRAIL DRIVE DIAMOND BAR. CA 91733 PRDIECTLOCAMI: 1200 CHISOLM TRAIL DRIVE DIAMOND BAR, CA 91773 Nsmum D52114-PLAIMO SMATTAL Nc'N91d1: n w-Ms m przsemed W cerebyaeeMah a9 reea,d aMadNe des ler aM no parz Uweolsha2 ae ry edrta6Nsdosed, a use n Phas xakapgetlaherNanNa aPIN. ahaDNnstlelle nm veoi I an of a a. W CNi Nese W5 PESe WrS gi pm7tlsaFa5mmn0e tlseushsanlW iiled m tlsdtsWoab8lroeism7re, eMsmmPpremaapspd' aNr"W bm eeShtdreasidr.eend• Tao- project no: 13/641 phase: date: scale: NOTED drawn by: SHEETTRtE: SITE PLAN SP1 SHEET AO.: O t ... d3'•l' 15'•3' . INBallesteros OE SIGN OEVELOPMENT.INC. 922 s, slumvlsm avenue aDumbm. p DiB07 j bdzndvp8 915.305.770 @yahoo.como _ - ---- - balcony O _ . kitchen bafcorry , i ........... f family room' F 21649 WISM7111T: D:vtERa OWTIM: PROPOSED RESIDENCE MCLCIO STEVE DO 1209 CHISOLM TRAIL DRIVE DIAMOND BAR, CA 91733 i iS'P.5F3i 1200 CHISOLM TRAIL DRIVE DIAMOND BAR, CA 91773 MUEIDATE FEdSM: ttre mamas amen, sa, Ire d 11911 &.111 aoNd acrvdmoaoa 7°ac mStuoIallv maig g'i'n L sckd uaiq dn faftimhe saartmaetl b ads oRra ia bafara po project n0: 13irA7 phase: date: Scale: NOTED drawn by. sx>:'rTmF: ENTRY LEVEL PLAN IaHMNO.: Wallestem DESIGN DEVELOPMENT,INC. j 922 s. sierra vista avenue. alhambm, m 91901 p 626.488.5007 1 775.305.1786 bdzndvpl@yahoo.com r i rr r r r rr r i r C0.4SULTANI: DMERWORMATICH; PROPOSED RESIDENCE MCLClo STEVE Dtl 1200 CHISOLM TRAIL DONE DIAMOND RAA CA 91773 FR ECTMTUt 1200 CHISOLM TRAIL. DRIVE DIAMOND BAR, CA 91773 69.EIDATE uudnt mutlaotln rv anvx Mpsn pd um am vdlmN Ore tleS pbee , p 1swucan axm Nese dans a 6 IG9N4IIiiB rt011W5ttaB (® BCNpian tYrBsn nJa'sontlpsad.n shdharepeudnmovarsml+d areM aaMhhaa09zrespaalpd a Shop e be subMeedbOis ot6r»4ra befaepebg project no: 131GA1 phase: date: Scale: NOTED drawn by: 9@EfR E: upper level floor plan 3 1^ I 166 sxsErNo.: It __... .. .... L i. 1 i balcony 1 LME t>F LOOER R.00R :• D — 0 E.1 LOILER FLO,012 .......... L` u .e,. or . level floor pi Ng2N Wallestem DESIGN DEVELOPMENT,INC. j 922 s. sierra vista avenue. alhambm, m 91901 p 626.488.5007 1 775.305.1786 bdzndvpl@yahoo.com r i rr r r r rr r i r C0.4SULTANI: DMERWORMATICH; PROPOSED RESIDENCE MCLClo STEVE Dtl 1200 CHISOLM TRAIL DONE DIAMOND RAA CA 91773 FR ECTMTUt 1200 CHISOLM TRAIL. DRIVE DIAMOND BAR, CA 91773 69.EIDATE uudnt mutlaotln rv anvx Mpsn pd um am vdlmN Ore tleS pbee , p 1swucan axm Nese dans a 6 IG9N4IIiiB rt011W5ttaB (® BCNpian tYrBsn nJa'sontlpsad.n shdharepeudnmovarsml+d areM aaMhhaa09zrespaalpd a Shop e be subMeedbOis ot6r»4ra befaepebg project no: 131GA1 phase: date: Scale: NOTED drawn by: 9@EfR E: upper level floor plan 3 1^ I 166 sxsErNo.: I'm TO TOP OF FEAR IRON RAILING Fj--- 56riter'ranean style EXMMRM*a PROPOSED STAT SANTA BAIWRA SDESERTMOOTH RISEN COLOR: P -n4 STUCCC) FINISH EASE, SMOOTH 6T000IO FINISH BEIGE SMOOTH 'm LINE OF EXISTW36RAb5 SHERMAN UALLIAM5, SM841 - UEATHERED SHWSLIE FASCIA: FOAM SMOOTH STUCCO FNIS14 SHERMAN MUMS, SM641 - UEATHERED SHW.LE TRIM FOAM 610M STUCC41 FINISH 5HERMAH UnLLIAMS, 5115101- NOMADIC DESERT ROOF, EAGLE ROOFING TILE CCNcRE1B TILE ROOF 3536-FEIDMOW BLEND east elevation 000, JELD-M WNDOUB AND DOORS: CLW DE. = LOILLE DUAL FARE MASS MOA STUCCO FINISH 12 DOORS.- FR" DOOR-- GLASS PANEL STUCCO FINISH 5mom MAHOGANY SOLID GOOD GARAGE DOM ALUMUAM SECTIONAL TILE 5 CLASS 'A' MIN FIRE RAT I W. TTP FOAM EAVE STUCCO FNIS14 O MISSION TILE CLASS WMIN FIRE RAFIV61= FINISH HIS ROOFSSICHTILE i CLASSW MN HIE RATH UIOOT14 n I r Fj--- 56riter'ranean style EXMMRM*a PROPOSED STAT SANTA BAIWRA SDESERTMOOTH RISEN COLOR: P -n4 STUCCC) FINISH EASE, SMOOTH 6T000IO FINISH BEIGE SMOOTH 'm LINE OF EXISTW36RAb5 SHERMAN UALLIAM5, SM841 - UEATHERED SHWSLIE FASCIA: FOAM SMOOTH STUCCO FNIS14 SHERMAN MUMS, SM641 - UEATHERED SHW.LE TRIM FOAM 610M STUCC41 FINISH 5HERMAH UnLLIAMS, 5115101- NOMADIC DESERT ROOF, EAGLE ROOFING TILE CCNcRE1B TILE ROOF 3536-FEIDMOW BLEND FOAM SAVE 000, JELD-M WNDOUB AND DOORS: CLW DE. = LOILLE DUAL FARE MASS MOA STUCCO FINISH FIF M1 DOORS.- FR" DOOR-- GLASS PANEL STUCCO FINISH 5mom Fj--- 56riter'ranean style EXMMRM*a PROPOSED STAT SANTA BAIWRA SDESERTMOOTH RISEN COLOR: P -n4 STUCCC) FINISH EASE, SMOOTH 6T000IO FINISH BEIGE SMOOTH 'm LINE OF EXISTW36RAb5 SHERMAN UALLIAM5, SM841 - UEATHERED SHWSLIE FASCIA: FOAM SMOOTH STUCCO FNIS14 SHERMAN MUMS, SM641 - UEATHERED SHW.LE TRIM FOAM 610M STUCC41 FINISH 5HERMAH UnLLIAMS, 5115101- NOMADIC DESERT DESIGN DEVELOPMENT. INC. 922s.slettavlstaa,ame.aiNmbta.ca 91801 p 626.488,5007 1775.305.1706 bdzndvpt@yahoo.com CONSULTANT: WERIWOWTION: PROPOSED RESIDENCE MCLC/O STEVE DU 1200 CHISHOLM COURT SAN DIMAS, CA917M PROEDIOCATIft 1200 CHISHOLM COURT SAN DIMAS. CA91m IISREIIATE: The mgm.-m-m gggm do nad rW Wbggltd F.P. or Sm 111 SOWN -We" Lft I m be project no: im"i phase: date: 102D13 scale: NOTED drawn by,. Dmmu: ELEVATIONS IShImno, Li ROOF, EAGLE ROOFING TILE CCNcRE1B TILE ROOF 3536-FEIDMOW BLEND 000, JELD-M WNDOUB AND DOORS: CLW DE. = LOILLE DUAL FARE MASS MOA south elevation FULL -SURROUND GRILLES DAW, BROUN ANODIZED DOORS.- FR" DOOR-- GLASS PANEL MAHOGANY SOLID GOOD GARAGE DOM ALUMUAM SECTIONAL DESIGN DEVELOPMENT. INC. 922s.slettavlstaa,ame.aiNmbta.ca 91801 p 626.488,5007 1775.305.1706 bdzndvpt@yahoo.com CONSULTANT: WERIWOWTION: PROPOSED RESIDENCE MCLC/O STEVE DU 1200 CHISHOLM COURT SAN DIMAS, CA917M PROEDIOCATIft 1200 CHISHOLM COURT SAN DIMAS. CA91m IISREIIATE: The mgm.-m-m gggm do nad rW WbggltdF.P. or Sm 111 SOWN -We" LftI m be project no: im"i phase: date: 102D13 scale: NOTED drawn by,. Dmmu: ELEVATIONS IShImno, Li FOAM iA'- MISSION TILE CLASS A' MIN =77W. T- r1T_ 12 ri FOAM EAYE STUCCCIFNI51.1 CLWICN TILE RDCF- WMIN FIFE RATING BALCONY RAIL 61= FINISH SMOOTH FOAM SAYE STUCCO FINISH Is, 11101111 O CONCRETE PATIO N; AtZCi4Fe' riter'ranean style IN STUCCO FIN U4-- 5MOOTH 1761, A in =& A I, DESIGN DEVELOPMENT.INC. 922 & alarm vista avenue. alleamIna. ca 918DI p 626.488.5007 1 775,305.1786 bdzndvpt@Whoo.com I conSIATART: 0,41HIRWOWD014; PROPOSED RESIDENCE MCLCIO STEVE DU 1200 CHISHOLM COURT SAN DIMAS, CA 91733 FRO.ECTIOCAIROR 12DO CHISHOLM COURT SAN DIMAS, CA DIM SMIDATE: Thaab%= I, qds a0 e VmRzt5m them mW iwlatlons project no: mrAl phase: date: 102013 scale: NOTED drawn by: 5HMTM: ELEVATIONS DEBT RD.: loll STUCCO FIN U4-- 5MOOTH 1761, A in =& A I, DESIGN DEVELOPMENT.INC. 922 & alarm vista avenue. alleamIna. ca 918DI p 626.488.5007 1 775,305.1786 bdzndvpt@Whoo.com I conSIATART: 0,41HIRWOWD014; PROPOSED RESIDENCE MCLCIO STEVE DU 1200 CHISHOLM COURT SAN DIMAS, CA 91733 FRO.ECTIOCAIROR 12DO CHISHOLM COURT SAN DIMAS, CA DIM SMIDATE: Thaab%= I, qds a 0 e VmRzt5m them mW iwlatlons project no: mrAl phase: date: 102013 scale: NOTED drawn by: 5HMTM: ELEVATIONS DEBT RD.: 66riter'ranean style SMOOTH west elevation ExmWRIFINSes 5MQs STUCCO'. MERUGTUCCCI` SANTA BARBARA SMOOTH FINISH COLOR 'P-174 DESERT BEIGE BASF, SMOOTH STUCCO FINISH SHERMAN ULLIAMS , 5UR841 - MATHERED SHINGLE FASCIA: FOAM SMOOTH STUCCO FINISH SHEFIMAN ULLIAMS, SM841 - UEATHERED, SHINGLE TRIM: FOAM SMOOTH 67= F0415N SHERIANULLIAMS, 506101- NOMADIC DESERT ROCr, EAGLE ROOFING TILE CONCFETETILE ROOF 3636-PEIDMCRT BLEND wNDour, JFLD-UEN WNDcM AND DODRS, ALUMINUMIWW&DSITELINE L0JU-E DUAL PANE GLASS FULL-SURROLND GRILLES DARK, 5ROUN ANODIZED DOORS: FRONT DOM- GLASS PANEL MAWOGANT SOLID WOOD GARAGE DOM ALUMMIM SECTIONAL STUCCO FIN U4-- 5MOOTH 1761, A in =& A I, DESIGN DEVELOPMENT.INC. 922 & alarm vista avenue. alleamIna. ca 918DI p 626.488.5007 1 775,305.1786 bdzndvpt@Whoo.com I conSIATART: 0,41HIRWOWD014; PROPOSED RESIDENCE MCLCIOSTEVE DU 1200 CHISHOLM COURT SAN DIMAS, CA 91733 FRO.ECTIOCAIROR 12DO CHISHOLM COURT SAN DIMAS, CA DIM SMIDATE: Thaab%= I, qds a0 e VmRzt5m them mW iwlatlons project no: mrAl phase: date: 102013 scale: NOTED drawn by: 5HMTM: ELEVATIONS DEBT RD.: d. I' .. : ;r•, I Y i :r h II t. B FOAM SAVE W3 MISSION TILS ( t I STUCCO FMISN . N CLASS'A' MM FIRE RATIN I t I i ryr} p1" ` iTTf 'a7 I 7 r, r , y am r I I I i mm", .I ` W'i4 t!~tJN_•[;•t.•tY_' r' c1 I t _ t =_ - ... STUXO PD, SH 10M I Jlil ElCON - __ it{ill! ',;i 1 III i RAIL9Ya ROOF RAFTER ROOF TILE FOAM TRIM STUCCO FINISH 1 t DECORATIVE RAM GUTTER I 1x WILD -CUT STUCCO FMISH IS. typ eave detail 7 t ' FEAR YARD Ut lSi TOP OF SLOPE O PROPOSED SLOM 2:1 north elevation med`iterranean style EXMWR RWM STIK:CD. MERDCSTUCCO SANTA BARBARA SMOOfH FNISH COLOR , P-114 DESERT BEIGE EASE. 510A STUCCO FMISH 5WER94N WILLIAMS, VA841- UJSATI•ERED SHNGLE FASC14 FOAM 91001114 STUCCO FINISH 544ERMAN WILLIAMS. 512841. UEATHERED 5HWAE TRIM, FOAM 5"AOTH STUCCO FMISH 5HERMAN WI LLIAMS , SW6101- NOMADIC DESERT me0terranean style ROOF: EAG! ROOFING TILE C.CNCRiTE TILE ROOF 3536•PEIDMONi BLEND WMD015, JELD•W.EN WPIDOUJS AND DOORS, SCLADITIELPIEDCIJUDOD LO I -E DUAL PANE GL 5 FULL -51R CUND GRILLES DAR: BROW ANODITED DOORS: FRONT DOOR GLASS PANB. MAHCGAW SOLID WOOD GARAGE DDDR AL1111WM SECTIONAL DESIGN DEVELOPMENT. INC. 922 S. slum vista avenue. aiambra, m 91601 p 626.466.5007 1775.305.1766 bdtndvpI@yah09.mm CCISULVNT: 0ATGIWGDAMVTCN PROPOSED RESIDENCE MCLCIO STEVE W 120D CHISHOLM COURT SAN DIMAS, CA 91733 WiOECTLOGTOt 1290 CHISHOLM COURT SAN DIMAS. CA 91773 ISSUEIDATE mu"NabowilranippW areg l ahal In Ne m Ntrreuse p' Wnudnn.5h rg mem ianalagdeectooulethm1 1 N cI sss°-mndusveevgV ptance 6mem m9E» 'e berespa tSe Inei S9- project no: 1316A1 phase: date: 102013 scale: NOTED drawn by: EFEETTntE; ELEVATIONS SBFTIO: BETTER MCI FNIS14 DESIGN DEVELOPMENT.INC. 922 s. sierra vista avenue. athunbra. w 91801 p 626.480.5007 1 775.305.1786 bdtndvpl@1ah00.00m DDUSULTANT: tlNNERbIFORMAIIW: ' PROPOSED RESIDENCE MCLGOSTEVE DU 1200 CHISOLM TRAIL DRIVE DIAMOND BAR. CA 91793 PRUCTUDUTM 1200 CHISOLM TRAIL DRIVE DIAMOND RAR. CA 91773 MUE1D1TE 61MVE-2F IrerepesP.aedstl w a are tons W4 aOMe MIN u s pe8jd pplyyppngqmnBen c oh with IMV pq'Lr1 oCpcerd µytllnw Tl ryNyp e s RS D[ SpPar m ffin I, nad6 nceN YhPoen 'oimstr In a 0 bbfDr Es6rcn In a InIh111 Dy SS d f be sv6ndtled IntldsnaT.trapgwN bolaspo- project nD: 131" 1 phase: date: scale: NOTED drawn by: sasrTme: ROOF PLAN SHEET DESIGN DEVELOPMENT.INC. 922 s. stem vista avemle. alre mbm. a 91801 p 626.485.5007 1 775.3D5.1786 bdZ bvPI@yahDD.MM CONSULTANT: V1AVIDTDNWION: PROPOSED RESIDENCE MCLGOSTEVE DU 1200 CHISOLM TRAIL DRIVE DIAMOND BAR.CA91733 HO LOCATbN 1200 CHISDLM TRAIL DRIVE DIAMOND BAR. CA 91773 4591EIDATe maniv represented them, tlulrbe 7d pppeW e IORedinmm IhamrMa doNeT m 0ba,s eq pld gkce lfii bem eM OeRb dmeMgnamg0, t ee0aviegwd aarparm o Vqdmeandmesbesan6>ese C. aas1nm9dT1haepeuda nesoknd ahpp tmsnm°a°' fkaatoIer geMnb. rizsnbesu6MWeNis 01IM10re Mppural balms Pa project no: 131W phase: date: scale: NOTED drawn by: SHUS Tme: SITE SECTION S sr T ND.: N87°0438'W 187 ee NOT ACCESSIBLE-- P CCESSIBLE--( P O 1 MCIN17Y MAP xoi ro SCAIE 2 LEGAL DESCRIPTION: i'} 978 PA Sa ]L.w5 MINE 0:TICE DGINE =N TYRL= Tivm DC — NImE cmm. 94147 ou.os9a.w BASIS OF BEARINGS EEAR919 Nd M BY lm' ME3f, 111E CIIliEIeS¢ DF RW tm05 B AS SNOW DN IRACP Y - alar Y D= M PA= 3-1 LAND AREA: bMAaOPG Ax ARFA DP A],5 Safi. m on Adan. YD7F m EEA BENCH MARK: AEPA .m, OF PY W n CENm YAIIX. M IImiN Gidl aA51N ON mANp uurEx EAST a em ,s uums NwFw a cmlfn u+E a mum AVE D ,S YEEhAa EAST Di CENTER t1NC OF CAWLL PL 9ENm 4Aiw EEEVARm. 091.90] FEET CFNL11 PARK Na 50x9 GRAPHIC SCALE wrrn) mPn . Po rt EXISTING RESIDENCE 040.49 uv.is oy9'p FND NAIL CL PER aAy• ` • .Bays TP MAP -_- V RIO LOBOS RD. i t M&G CIVIL ENGINEERING AND LAND SURVEYING m LEGEND: Asxur EOCEIIeY - wa, or aux ns x9wxf b mm ,art DJD - wawaf9 rnv 8001 v rPa naR ,a,m vu lcmi id) : X Rw YARR vutcsPua1dVN uuPnE aur u1c m1¢ laA - D® Q 59PR YA41dE D6 - aLCaFe Ql 10 PP0[ YA4gC v - ma ar rAvmrt 4 auao vPar v1piv - Fnat tf - LVO aIIR'1Q o r vu rPa Y aR — @ umi oAv1 t - YPvmAan ma0) - EM - PY Dar IEE1' fAw iRL am - PA naPurt uc u - Ymuart Rd1 EXISTING RESIDENCE 040.49 uv.is oy9'p FND NAIL CL PER aAy• ` • .Bays TP MAP -_- V RIO LOBOS RD. i t M&G CIVIL ENGINEERING AND LAND SURVEYING m PLANT SCHEDULE EXISTING TREES A OLIERCLIS AGRIFOLIA GA COAST LIVE OAK HETEROMELES ARBUTIFOLIAHA CIA 50'-0" WIDE PUBLIC UTILITY EASEMENT BACCHARIS PILULARIS SCE ANTERMISIA SAGE E) AR ADDITIONAL TREES am SIZE NAME DETAIL 6 15 GAL HETEROMELESARBLITIFOLIA 1.3110 HA E) ARE) A OA 7 24' BOX QUERCUS AGRIFOLIA COAST LIVE OAK tt ) HA: Lt jtr;%- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 24'BOX PLANANUS ACERIFOLIA Bk E) E;,bp NLOWWATERUSE \V C131, of Diamond Bar. , r Gonservati6n CtfiAfaiorI Statement IZDO CHISOLM TRAIL ROAD DIAWNDBAR Luftop,A-11111.0/ iphw. BRYANDIEM Project Calculations from mfkshoay.. TM(, 1 20 2. 611..td Applied' W.Wib. (FAWEh. ISO .73 12-5 25, C 1fiI;bHJ4Mvfi1i A i 35. WritIon Water cohabrvation Statomaht: D- 05118M4 Pr V-441 Z_ 40APV I W E) 9A Y. . . .. . . f W.T410-profflo 19fl. 914J—ENOERBOA D.'.%*.',%%' Ire HC;HWAfER USE: - I. BACOHARIS PILURMIS•TWN PEAKS 810 DO SffUALL5 TO RAVEVII= FH! HA 46' UW LNO HF 6 15 GAL HYMENOSPORUM FLAVUM PLANTS 5 GAL HEMEROCALLIS HYBRID 1.3120 HH FIR 16 5 GAL PHOENIX ROBELENII 11 5 GAL PHORMIUM TENAX . DWARF RED 20 5 GAL ROSA SINENSIS- ICEBERG PINK 62 5 GAL TRACHIOSPERNUM JASMINOIDESI, HE N tlr MO RS I .. . . . . . . . . . . proposed 3 story residence 6,086 SQ FT HH 6 1 WAPORUM PACIFICUM IVToc H CA REQUIRED MIX OF MATERIALS 7,14' PLANTMATERIAL REQUIRED PERCENTAGE MIX MODERATE WATER us TREES PROPOSED x 24 -IN BOX 20% 40% E) B 15 GALLON 80% is% TURF MARATHONII SHRUBS IEI AR C131, of Diamond Bar. , r Gonservati6n CtfiAfaiorI Statement IZDO CHISOLM TRAIL ROAD DIAWNDBAR Luftop,A-11111.0/ iphw. BRYANDIEM Project Calculations from mfkshoay.. TM(, 1 20 2. 611..td Applied' W.Wib. (FAWEh. ISO .73 12-5 25, C 1fiI;bHJ4Mvfi1i A i 35. WritIon Water cohabrvation Statomaht: D- 05118M4 Pr V-441 Z_ 40APV I W E) 9A Y. . . .. . . f W.T410-profflo 19fl. 914J—ENOERBOA D.'.%*.',%%' Ire HC;HWAfER USE: - I. BACOHARIS PILURMIS•TWN PEAKS 810 DO SffUALL5 TO RAVEVII= FH! HA 46' UW LNO HF 6 15 GAL HYMENOSPORUM FLAVUM PLANTS 5 GAL HEMEROCALLIS HYBRID 1.3120 HH FIR 16 5 GAL PHOENIX ROBELENII 11 5 GAL PHORMIUM TENAX . DWARF RED 20 5 GAL ROSA SINENSIS- ICEBERG PINK 62 5 GAL TRACHIOSPERNUM JASMINOIDESI, HE N tlr MO RS I .. . . . . . . . . . . proposed 3 story residence 6,086 SQ FT HH 6 1 WAPORUM PACIFICUM IVToc H REQUIRED MIX OF MATERIALS CEAMDTHUS HOZOTALUS 81-V Do PLANTMATERIAL REQUIRED PERCENTAGE MIX MODERATE WATER us TREES PROPOSED 24 -IN BOX 20% 40% 15 GALLON 80% is% TURF MARATHONII SHRUBS IGALLON 70% 80% I GALLON 30% 20% GROUND COVER COVERAGE WITHIN 2 YEARS 100% 100% NOTE: NO EXISTING TREE IS ON CITY PROTECTED TREE LIST vil TJ 475a PR PT CRM4 planting plan WATER USE Carpe Diem Landscape Design 10927DO'.MAVENUE#D DOYMEY.CAR1241 PROPOSED RESIDENCE MCLDEVELOPMENT STEVE DO 1200 CHISOLM TRAIL DRIVE DIAMOND BAR. CA 91733 PROFCrLOrATKft STEVE DU 12DO CHISOLM TR41L DRIVE DIAMOND RAR CA91M project no: imm phase: date: scale: Im'11-T drawn by. ShEy TIRE: PLANTING PLAN 1 SFal NO.: Ll Carpe Diem Landscape Design 10977 DONNEY AVENUE 9D DDANFf,CA-0241 W MINE ')r 4.0 (i41— ------ :\.> PROPOSED RESIDENCE MCL DEVELOPMENT STEVE OU 1200C HISOLM TRAIL DRIVE A DIAMOND BAR CA 0I743 DMIPJRRIGA11011,11 7ROE-CT10CATM STEVE DU q 0, 1200 CHISOLM TRAIL DRIVE DIAMOND BAR CA DIT33 5.13.0 ISSLIEIDATE. A 1 Ij4 IRRIGATION SCHEDULE POD SYMBOL DESCRIPTION PATTERN MFGIMODEL DETAIL 3/4'.'•'.'..'.'. . . . . ...... proRAINBIRD1804 -SAM -PRS eeeoeo 240 TURF SPRAY LOW 90120180 1-312 posed 3 story residence 270,360 12Q,12T,12H,IZTT,IZTQ,I2F 6,086 So FT1.1GAL. r: POP- UP A27N RAINBIRD 1812 -SAM -PRS20180TURFSPRAYLOW L3 12• zi7 3.1 The 6M aw awlkn &'Igmird th=M en man 1313E GAL 12% POP-UP 24 270,360 12Q,12T,12H.1ZTT,12TO,12F / 4- SHRUBSPRAY RAINBIRD 18124AM-PRS 1-311 fN 4 SIDE STRIP SPRAY SIDE STRIP SPRAY SHRUBSPRAY RAINBIRD 1812 -SAM -PRS L311 LOW GAL POP-UP END STRIP 4 ST MR. i -S 0 rm A qsroPaeDeUdeo RAINBIRD eELECTRONICCONTROLVALVERA1.314W/ PRESS PEB IRIZE RTERDRIPURE ERRTNOORD N XCZ-100-PRF i Y # project no: 1316 -Li 1/4ELECTRONICCONTROLRAINBIRDPEB (SIZE AS NOTED) L313 phase: VALVE #''--2 SLEEVE - date: QUICK COUPLAR QUICK COUPLER RAINBIRD 33DRC 1-3/4 scale: I -111T AUTOMATIC CONTROLLER RAINBIRD ESP -MC SERIES 1.3/5 drawn by: 12 STATION CONTROLLER SHO TIRE: O REDUCE PRESSURE BACKFLOW DEVICE FEBCO 825 Y (112•) 1.316 GFXISTIN LATERAL LINE PVC SCHEDULE 40 SIZE AS NOTED IRRIGATION PLAN MAIN LINE PVC SCHEDULE 40 SIZE AS NOTED i—M9 tlon plan L2. Ali RANBIRD 1400 BUBBLER 2. TURF POP-UP VALVE BOX SEE 5FECEICATTOa. RA ono mm IH30 WATER PROOF VRE CONNECTORS ON e• LOOPED WIPES ELELMWC REMOTE taGT3Mt.- VALVE 45 DEGREES DOW h REQUR D LATERAL. PIPE DEPnt COWFLIG VALVE AS SPECFED FNI60 GIME AT 11Ig 7. 6TA EOHED(ILE SO NIPPLE LEM714 STEEL AS REMI ED V X 3• SCWMXU 80 NIPPLE R.x P X Be NIPFLE GA.Y 0..... 8O NIPPLESTEEL 3 -1. 6OEDULE 90 • -W ELLS 4. QUICK COUPLING VALVE SR CONTROLLER 60' ABOVE FNISHED GRADE LNUM STEEL CONDUIT POR a1HERm6E NOTED CORPR)LLER AS SFECFED I r77 11 N' duh ]GID 10- cl RIGID aTO 50501 4 STTE- ff."vRAs AEBDPJTE NTAL A6 PER PEION lox FNI6VED CODE Y dM. SttIl H CCOUIT FOR RCV WARES I." EUEET ELL am cw GRADE 40 P+C 5. WALL MOUNTED IRRIGATION CONTROLLER PVC LATERA:LME . - 6 INCREASE 60E LF PIPE AS PER PLAN PVC MAN LEE 3. ELECTRIC REMOTE CONTROL ROOT NOTE DELETE WATER TELL I _. LAN = 10 TREE PLANTING E AS SPECIFIED 3. TOPWL XV Ft"CE MOCK 65 OF PER PLANIM MAA JJt Ila 4' Ct4TER HOLE BACKFILL NIX AS NOWy, PLANTER TABLETS AS NOTED 2l"I BACKED)- KD( AS NOTED FW' LY COIFACTED SRR CRaIF! P E'R THAN PUSHRm" GRADADE yh"uN RIOT BALL i GALLON• a' EO 5 Gra-LON - 24• so 5 GALLON - 36' S;7 20 SHRUB PLANTING r oEPnT WATERUELL B.AO*U MTX PLANE TABLETS B400ZU MIX FIM.Y COMPACTED 6. REDUCE PRESSURE BACKFLOW DEVICE ABOARD 40 BEND A BOARD DETAIL A 0 D d O p p o4 b Q v G 4' HIGH WATERING BASIN PLANT TABLETSFH6H GRADE 3' DIA x Y -O' DEEP PERFORATED PVC BREATHER TUBE W/ NDS DRAIN GRATE (1 PER TREE) 30 TREE PLANTING 3. EXECUTION: A TF -HONING: SHALL BE STRAIGHT AND SUPPORT FIFE CONTINOUSLY ALCM THE BO IOM. PFmNDE THE. IRRIGATION NOTES: FOLLOtI1PY.a MNIMIMM COVER TO FINISHED GRADE L MAIN LINE - IS INCHES t. GENERAL 2, LATERA- LINES - D INCHES A ALL MATERIALS TO BE RNEATALLED PER LOCAL FLUM5W. CODE AND MAN FACTUFaZE, SPECIFICATIONS. 3. WATER LINES UNDER ROADWAY PAVEMENT: 24 INCHES SCHEDULE C. BACJ FILLING, SHALL NOT BE PLACED UNTIL THE INSTALLED IRRIGATION SYSTEM HAS BEEN OBSERVE, TESTED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS NECESSARY. AND AFFROVED SY LANDSCAPE ARCHITECT. GREY RISER L BACKFILL SHALL, BE COMPACTED TO A DRY DENSITY ECIL& TO THE ADJACENT LM157MED SOIL DATA IN THE LAJDSCAIEARCHIITECTURAL, CIVIL, MECHANICAL DRAWINGS. VERIFY ALL CONDITIONS AND BACKHILL MATERIAL SHALL CONTAIN NO FOREIGN MATTER LA%ER THAN VJ INCHES N 512E LOCATIONS ON THE SITE AND REPORT ANY DISCRIPANCIES IMMEDIATELY TO THE LANDSCAPE ARCNTIECT. 7. ALL ILINES ENTIRELYE6ANDERPAvIPY, SHALL BE BAOffIENTIRELYMTF( SAND AND CCiMPACTED BY 2. MATERIAL Or POWERMEANSO POIER CCMPACiIOR A ALL EWIPEMERT SHOWN ON THE IRRIGATION SCHEDULE SHALL BE NEW PRIOR TO INSTALLATION. D. CONTROL WIRES, B. PLASTIC PTFE C RAOE5: L WIRE SHALL OCCI FaY THE SAME TF EW44 AS WATER LINES, AND SHALL BE (AIDER SUCH LINES. M ii i\moi\i L i i 1. LATERAL LINE: PVC CLASS 709 INTERVALS OF TEN (10) FEST TO THE BOTTOM OF WATER PIPE 3. FITTING, PVC SCHEDULE 40 4. THREADED NIPPLES AND RISERS: PVC SCHEDULE 80 WITH MOLDED THREADS, GRAY IN COLOR S. Ill -EN! ONLY THE WIRE 15 PACED IN A TRENCH IT SHALL Bc- PLACED IN A PVC CONDUIT. C. WATER METER SMALL BE INSTALLED BY ANOTHER TRADE UNDER THE GENERAL CONTRA=. E. ADJUSTING. SYSTEM: D. SLEEVE PIPE L FLUSH THE ENTIRE SYSTEM WITH A FULL HEAD O WATER PRIOR TO INSTALLATION OF NOZZLES. I. FOR WATER LINES, A.I. WATER LINES RMNW. UNDER PAVEMENT OR WADS SHALL HAVE A SLEEVE TWICE THE DIAMETER OF WATER PIPE AND SMALL BE PVC CLASS 200. 2. ADJUST INE SFRNHKdCLER NOZZLES FOR EO7AL HEIGHT STRAYS AND MINMMUM OVER STRAY ON U)ALKS. 2. FOR CONTROLLER WIRE: ALL CONTROLLER WIRE RM@NING UNDER PAVeW OR WALLS, OR IN A TRENCH BUUDIOAND WINDOWS WATER DOES HITWIIDOU, REPLACE THE NOZZLE WITH A LCW SEFERATE FROM ANY WATER PIPE, SHALL BE PLASTIC ELECTRICAL CO DUIT SLEEVE, GRAY N COLOR ANGLE ORFLAT TYPE AS NECESSARY TO F'hREVENT HITTRN.a 7HE WINDOW WITH LATERAL E CONROLLER WIRE SHALL BE DIRECT BURIAL WIRE Airs- U.F. NO. H-800 VOLT. USE RE DFILOT WRE AND 4. CONSTRUCTION REVIEWS AND TESTING: WHITE FOR COMMON. SPLICE MTH STA-KON' PT -10 COdECTOR OR SCOICHLtOK 3516 BMW PACK P. TLD( NOSE: WHERE INDICATED ON THE DETAILS ASAFS. FLEX HOES' SHALL BE IPS. FLEXIBLE VINYL A PR SSSUFE TEST AS AS SOON A6 LUES ARE CONNECTED, FLUSHED, AID PRIOR TO BACKFILLNi, TEST THE SYSTEM r AT 120 MI. FOR A FOUR HOUR PERIOD. REPLACE ANY JOINTS THAT DEVELOP LEAKS 40 REFEAT TEST. G. VALVE BOX, L ELECTRIC CONTROL VALVES: CARSON 1415 13-1 WITH HIS -3 lid 5. CLEAN UP AND REPAIR: 2. TURF POP-UP VALVE BOX SEE 5FECEICATTOa. RA ono mm IH30 WATER PROOF VRE CONNECTORS ON e• LOOPED WIPES ELELMWC REMOTE taGT3Mt.- VALVE 45 DEGREES DOW h REQUR D LATERAL. PIPE DEPnt COWFLIG VALVE AS SPECFED FNI60 GIME AT 11Ig 7. 6TA EOHED(ILE SO NIPPLE LEM714 STEEL AS REMI ED V X 3• SCWMXU 80 NIPPLE R.x P X Be NIPFLE GA.Y 0..... 8O NIPPLESTEEL 3 -1. 6OEDULE 90 • -W ELLS 4. QUICK COUPLING VALVE SR CONTROLLER 60' ABOVE FNISHED GRADE LNUM STEEL CONDUIT POR a1HERm6E NOTED CORPR)LLER AS SFECFED I r77 11 N' duh ]GID 10- cl RIGID aTO 50501 4 STTE- ff."vRAs AEBDPJTE NTAL A6 PER PEION lox FNI6VED CODE Y dM. SttIl H CCOUIT FOR RCV WARES I." EUEET ELL am cw GRADE 40 P+C 5. WALL MOUNTED IRRIGATION CONTROLLER PVC LATERA:LME . - 6 INCREASE 60E LF PIPE AS PER PLAN PVC MAN LEE 3. ELECTRIC REMOTE CONTROL ROOT NOTE DELETE WATER TELL I _. LAN = 10 TREE PLANTING E AS SPECIFIED 3. TOPWL XV Ft"CE MOCK 65 OF PER PLANIM MAA JJt Ila 4' Ct4TER HOLE BACKFILL NIX AS NOWy, PLANTER TABLETS AS NOTED 2l"I BACKED)- KD( AS NOTED FW' LY COIFACTED SRR CRaIF! P E'R THAN PUSHRm" GRADADE yh"uN RIOT BALL i GALLON• a' EO 5 Gra-LON - 24• so 5 GALLON - 36' S;7 20 SHRUB PLANTING r oEPnT WATERUELL B.AO*U MTX PLANE TABLETS B400ZU MIX FIM.Y COMPACTED 6. REDUCE PRESSURE BACKFLOW DEVICE ABOARD 40 BEND A BOARD DETAIL A 0 D d O p p o4 b Q v G 4' HIGH WATERING BASIN PLANT TABLETSFH6H GRADE 3' DIA x Y -O' DEEP PERFORATED PVC BREATHER TUBE W/ NDS DRAIN GRATE (1 PER TREE) 30 TREE PLANTING RACKFILL MIX- t00R WASHED SAND UNDISTURBED NATIVE SOIL ST BOX HASH TO GRADE VALVE BOX 60 SPECIFICATIONS, ELASTIC 1DTAG RANBIR2 VELFB ae50 WATER PROOF URE CONNECTORS -Ir rwxr.t ON Is -LOOPED URE5 1,, PVC MAN LEE 4. ELECTRIC REMOTE CONTROL PLANTING NOTES PLANS a Planting Plane) are adematic In mVTa The Contractor to responsible For fulfilling the Intent of the plane. The Landscape Architect hail be the Final aulhmrriVj In Interpretation or the Drawl g(a) and accommodation for w oreaeen field corwi toke. The Contractor shell notify the Landscape Architect upon dlecovayor any discrepancies or Incorrectiy depicted field crxdlllom prior to bidding or perrorming work Protection e. The contractor "R deck or locate existing etracttrw, electric cable Or cmdulb, utility linea aW .1her existing reaturee or ocditlone above ew below ground level that might be gacaged ae a result or his ope atlon. Materials a Pre•emergence hTsbicidm 'Devennal', 'Ronotar G', or ."L b. Poet-mnagarnce hobialde, "Roundup-, or equa6 c Mulch shredded pine m rV bark, VA' diameter, Ree or debris or dirt. d Fertilt u Flatted Cvow doover Pre•planb Colmarclal (10-8-4) Twf Fro -plant, C-clal Agrlram• Planting Tables, I ga. I tablet 5 gat 3 tablets 15 gat 5 tablets Box Sim I tablet par 3- or box dlamettr- Organic Amendman. Nllrollwd wood ahavirge. r. Plant Materials, Ghali be or the best OWtlty available, and plant materlain not mactIrs the beat Industry standard. may to raJa^.ted at the site. Soil preparation a Apply a poet -em 9- herbicide spray to the maxknrn amount allowed to the manufactwe's specifications. . . b. To all planted areae, apply per 1000 eq rt. and rototlll Uroughly Into the top b• or soil, L Fre-plant rertlll- I6 lbs. 2. Nllroltred shaving. 3 = 9da. 3. Agrloulix al gypmm B0 lbs. Remove AN atones or lobule over P dlameter and bring to finish grades. 5. Planting A. Refer to details and Plant Schedule for plant mixes and mafda. b. Stakes as par details, Traa, In lawn areae aro to have approved tree Vuk protector, such as Arbor Gard','Tree Boot', crequal. c. Maids apply Fir bark mulch M all troe and 6heb water walla to a depth of 2'. Apply fir bark mulch In all other shrub and growl cover areae to a depth of 3'. 6. Pre -emergence Herbicide a. Apply a pro•amagence granular to all shrub and grond cover areae arta planta - 7. Substantial Completion A. After all work has been ubetantiaily 000pieted, a pre -maintenance wak t1Tu will be conducted If approved, this will be the Date of Siubetartlal Completilon and the maintenance period will begin. B. Maintenance a. The contractor shall maintain all planted area. For a period or 60 days. b. Apply to all &hnb and groud covw areae a pre-enargerra granular at the and or the mairnenarxe period a At all completlon of the maintaama perioc6 all areae Included In this Contract "IT be clean and free of debris and weeds, all plant matertal mail be live, hsathy and Ree of infestation, 9. Final Acceptance a. The final acceptance will ocom after the 60 day melntaance period and when all required work Is conplatod If approved IN, .111 be the Date of Final Acceptarea. 10.Guarantee a. The folowing gmraraee &hall begin the Date or Final Acceptance, all box Vee and Onbe for ere year, 15 gallon Plante for 6 months, all i arcl 5 gallon plants For 3 nant!»Jaun and growl cover for 30 day.. Carpe Diem Landscape Design 10921 DOWNEYAVBWEMD DOWNEY,CA90241 a,»NERNFDRwnox: PROPOSED RESIDENCE MCLDEVELOPMENT STEVE DU 120D CHISOLM TRAIL DRIVE DIAMOND BAR. CA 917M P90.tCTtOCAnfaN STEVE DO 12DO CHISOLM TRAIL DRIVE - DWAOND BAR CA 917M ESIEMATB REN91dN: UwabmadxmitV a Ad s 51rsawflil desgsaM i men0.P.wwd9wreryare andM9=thep- I udszsedpFit, BAndBnaR Neresl andDbacgDUd.daflaSCdIooDleas, ' pm^dOfarMa tlm xe9han ywwkmypoNpRaltlandwetl xr NmamnedNae off[ i Q7aaRR isPsliP]wnsUMUeemnquslrepaev nmolaeRap weasi sT nipe a dsce ales aI i Hep dg IdlalDalUbfrillad lD leepplPtdlb2kmPP project n0: 1316L1 phase: dale: scale: NB-Ei'Hr drawn by, sKtTTntE: : DETAILS L3 SNfYN0.: 1-1.1 3. EXECUTION: A TF -HONING: SHALL BE STRAIGHT AND SUPPORT FIFE CONTINOUSLY ALCM THE BO IOM. PFmNDE THE. IRRIGATION NOTES: FOLLOtI1PY.a MNIMIMM COVER TO FINISHED GRADE L MAIN LINE - IS INCHES t. GENERAL 2, LATERA- LINES - D INCHES A ALL MATERIALS TO BE RNEATALLED PER LOCAL FLUM5W. CODE AND MAN FACTUFaZE, SPECIFICATIONS. 3. WATER LINES UNDER ROADWAY PAVEMENT: 24 INCHES NOTIFY TIE LANDSCAPE ARCHITECT N THE EVENT ANY EOUiVALEM OR METHODS INDICATED ON THE DRAWIra CON FUCTS WITH LOCAL CODES PROR TO INSTALLATION, IN THE EVENT THIS NOTIFICATION 15 NOT FERFOR ED C. BACJ FILLING, SHALL NOT BE PLACED UNTIL THE INSTALLED IRRIGATION SYSTEM HAS BEEN OBSERVE, TESTED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS NECESSARY. AND AFFROVED SY LANDSCAPE ARCHITECT. B. FOR L.931BILTY, THE IRRIGATION LATERAL AND PRESSURE LINE LOCATIONS AIE DIAGRAMMATIC, MAKE USE OF ALL L BACKFILL SHALL, BE COMPACTED TO A DRY DENSITY ECIL& TO THE ADJACENT LM157MED SOIL DATA IN THE LAJDSCAIEARCHIITECTURAL, CIVIL, MECHANICAL DRAWINGS. VERIFY ALL CONDITIONS AND BACKHILL MATERIAL SHALL CONTAIN NO FOREIGN MATTER LA%ER THAN VJ INCHES N 512E LOCATIONS ON THE SITE AND REPORT ANY DISCRIPANCIES IMMEDIATELY TO THE LANDSCAPE ARCNTIECT. 7. ALL ILINES ENTIRELYE6ANDERPAvIPY, SHALL BE BAOffIENTIRELYMTF( SAND AND CCiMPACTED BY 2. MATERIAL Or POWERMEANSO POIER CCMPACiIOR A ALL EWIPEMERT SHOWN ON THE IRRIGATION SCHEDULE SHALL BE NEW PRIOR TO INSTALLATION. D. CONTROL WIRES, B. PLASTIC PTFE C RAOE5: L WIRE SHALL OCCI FaY THE SAME TF EW44 AS WATER LINES, AND SHALL BE (AIDER SUCH LINES. L HAN LIE, PVC SCHEDULE 40 2. WI NTER MORE THAN ONE FERE IS PLACED N A TRENCH, THE WIFE SHALL BE TARED T0.4ETHER AT 1. LATERAL LINE: PVC CLASS 709 INTERVALS OF TEN (10) FEST TO THE BOTTOM OF WATER PIPE 3. FITTING, PVC SCHEDULE 40 4. THREADED NIPPLES AND RISERS: PVC SCHEDULE 80 WITH MOLDED THREADS, GRAY IN COLOR S. Ill -EN! ONLY THE WIRE 15 PACED IN A TRENCH IT SHALL Bc- PLACED IN A PVC CONDUIT. C. WATER METER SMALL BE INSTALLED BY ANOTHER TRADE UNDER THE GENERAL CONTRA=. E. ADJUSTING. SYSTEM: D. SLEEVE PIPE L FLUSH THE ENTIRE SYSTEM WITH A FULL HEAD O WATER PRIOR TO INSTALLATION OF NOZZLES. I. FOR WATER LINES, A.I. WATER LINES RMNW. UNDER PAVEMENT OR WADS SHALL HAVE A SLEEVE TWICE THE DIAMETER OF WATER PIPE AND SMALL BE PVC CLASS 200. 2. ADJUST INE SFRNHKdCLER NOZZLES FOR EO7AL HEIGHT STRAYS AND MINMMUM OVER STRAY ON U)ALKS. 2. FOR CONTROLLER WIRE: ALL CONTROLLER WIRE RM@NING UNDER PAVeW OR WALLS, OR IN A TRENCH BUUDIOAND WINDOWS WATER DOES HITWIIDOU, REPLACE THE NOZZLE WITH A LCW SEFERATE FROM ANY WATER PIPE, SHALL BE PLASTIC ELECTRICAL CO DUIT SLEEVE, GRAY N COLOR ANGLE ORFLAT TYPE AS NECESSARY TO F'hREVENT HITTRN.a 7HE WINDOW WITH LATERAL E CONROLLER WIRE SHALL BE DIRECT BURIAL WIRE Airs- U.F. NO. H-800 VOLT. USE RE DFILOT WRE AND 4. CONSTRUCTION REVIEWS AND TESTING: WHITE FOR COMMON. SPLICE MTH STA-KON' PT -10 COdECTOR OR SCOICHLtOK 3516 BMW PACK P. TLD( NOSE: WHERE INDICATED ON THE DETAILS ASAFS. FLEX HOES' SHALL BE IPS. FLEXIBLE VINYL A PR SSSUFE TEST AS AS SOON A6 LUES ARE CONNECTED, FLUSHED, AID PRIOR TO BACKFILLNi, TEST THE SYSTEM P.VL. FIFE MANUFACTURED BY AGRICULTURAL FF=Lk-T. AT 120 MI. FOR A FOUR HOUR PERIOD. REPLACE ANY JOINTS THAT DEVELOP LEAKS 40 REFEAT TEST. G. VALVE BOX, L ELECTRIC CONTROL VALVES: CARSON 1415 13-1 WITH HIS -3 lid 5. CLEAN UP AND REPAIR: A UPON COMPLETION OF WRC MAKE GROUND SURFACE LEVEL AND REMOVED ANY EXCESS RMSISH OR DEBRIS. 7. MISCELLANEOUS VALVES: CARSON 319 BODY MTN 3I0-7HDPE lid. B. REPLACE OR REPAIR ALL EXISTING FAVIN , DISTURBED DURIG THE COURSE OF THE WOR: NEW PAVING SHALL BE 3.ONLLY ONE VALVE TO BE PLACED IN EACH VALVE BOX THE SAME TRF£, STREN13TH, TEXNfE, AND FINISH AS THE MATERIA- REMOVED. 8. SUBSTANTIAL COMPLETION: AFTER ALL WORK UNDER THIS CONTRACT NAS BEEN COMPLETED, ALONG WITH ALL PLANTING WOW, THE F FOJECT WILL BE REVIEWED FOR SUBSTANTIAL COMPLETION. IF AFFR74D T1415 WILL BEGIN THE MAINTENANCE PERIOD Fc -T BOX 2• ABOVE GRADE AND SMW REFER TO THE PLANTING NOTES FOR THE LENGTH OF THE MAINTENANCE PERIOD. WILL BE REv1BWBD FOR SUIS S` TANTIAL COMPLETION. IF APPROVED THIS WILL BEGN THC MAINTENANCE PERIOD. RACKFILL MIX- t00R WASHED SAND UNDISTURBED NATIVE SOIL ST BOX HASH TO GRADE VALVE BOX 60 SPECIFICATIONS, ELASTIC 1DTAG RANBIR2 VELFB ae50 WATER PROOF URE CONNECTORS -Ir rwxr.t ON Is -LOOPED URE5 1,, PVC MAN LEE 4. ELECTRIC REMOTE CONTROL PLANTING NOTES PLANS a Planting Plane) are adematic In mVTa The Contractor to responsible For fulfilling the Intent of the plane. The Landscape Architect hail be the Final aulhmrriVj In Interpretation or the Drawl g(a) and accommodation for w oreaeen field corwi toke. The Contractor shell notify the Landscape Architect upon dlecovayor any discrepancies or Incorrectiy depicted field crxdlllom prior to bidding or perrorming work Protection e. The contractor "R deck or locate existing etracttrw, electric cable Or cmdulb, utility linea aW .1her existing reaturee or ocditlone above ew below ground level that might be gacaged ae a result or his ope atlon. Materials a Pre•emergence hTsbicidm 'Devennal', 'Ronotar G', or ."L b. Poet-mnagarnce hobialde, "Roundup-, or equa6 c Mulch shredded pine m rV bark, VA' diameter, Ree or debris or dirt. d Fertilt u Flatted Cvow doover Pre•planb Colmarclal (10-8-4) Twf Fro -plant, C-clal Agrlram• Planting Tables, I ga. I tablet 5 gat 3 tablets 15 gat 5 tablets Box Sim I tablet par 3- or box dlamettr- Organic Amendman. Nllrollwd wood ahavirge. r. Plant Materials, Ghali be or the best OWtlty available, and plant materlain not mactIrs the beat Industry standard. may to raJa^.ted at the site. Soil preparation a Apply a poet -em 9- herbicide spray to the maxknrn amount allowed to the manufactwe's specifications. . . b. To all planted areae, apply per 1000 eq rt. and rototlll Uroughly Into the top b• or soil, L Fre-plant rertlll- I6 lbs. 2. Nllroltred shaving. 3 = 9da. 3. Agrloulix al gypmm B0 lbs. Remove AN atones or lobule over P dlameter and bring to finish grades. 5. Planting A. Refer to details and Plant Schedule for plant mixes and mafda. b. Stakes as par details, Traa, In lawn areae aro to have approved tree Vuk protector, such as Arbor Gard','Tree Boot', crequal. c. Maids apply Fir bark mulch M all troe and 6heb water walla to a depth of 2'. Apply fir bark mulch In all other shrub and growl cover areae to a depth of 3'. 6. Pre -emergence Herbicide a. Apply a pro•amagence granular to all shrub and grond cover areae arta planta - 7. Substantial Completion A. After all work has been ubetantiaily 000pieted, a pre -maintenance wak t1Tu will be conducted If approved, this will be the Date of Siubetartlal Completilon and the maintenance period will begin. B. Maintenance a. The contractor shall maintain all planted area. For a period or 60 days. b. Apply to all &hnb and groud covw areae a pre-enargerra granular at the and or the mairnenarxe period a At all completlon of the maintaama perioc6 all areae Included In this Contract "IT be clean and free of debris and weeds, all plant matertal mail be live, hsathy and Ree of infestation, 9. Final Acceptance a. The final acceptance will ocom after the 60 day melntaance period and when all required work Is conplatod If approved IN, .111 be the Date of Final Acceptarea. 10.Guarantee a. The folowing gmraraee &hall begin the Date or Final Acceptance, all box Vee and Onbe for ere year, 15 gallon Plante for 6 months, all i arcl 5 gallon plants For 3 nant!»Jaun and growl cover for 30 day.. Carpe Diem Landscape Design 10921 DOWNEYAVBWEMD DOWNEY,CA90241 a,»NERNFDRwnox: PROPOSED RESIDENCE MCLDEVELOPMENT STEVE DU 120D CHISOLM TRAIL DRIVE DIAMOND BAR. CA 917M P90.tCTtOCAnfaN STEVE DO 12DO CHISOLM TRAIL DRIVE - DWAOND BAR CA 917M ESIEMATB REN91dN: UwabmadxmitV a Ad s 51rsawflil desgsaM i men0.P.wwd9wreryare andM9=thep- I udszsedpFit, BAndBnaR Neresl andDbacgDUd.daflaSCdIooDleas, ' pm^dOfarMa tlm xe9han ywwkmypoNpRaltlandwetl xr NmamnedNae off[ i Q7aaRR isPsliP]wnsUMUeemnquslrepaev nmolaeRap weasi sT nipe a dsce ales aI i Hep dg IdlalDalUbfrillad lD leepplPtdlb2kmPP project n0: 1316L1 phase: dale: scale: NB-Ei'Hr drawn by, sKtTTntE: : DETAILS L3 SNfYN0.: 1-1.1