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HomeMy WebLinkAbout03-26-2024PLANNING COMMISSION AGENDA Tuesday, March 26, 2024 6:30 PM Diamond Bar City Hall — Windmill Community Room 21810 Copley Drive, Diamond Bar, CA 91765 PUBLIC ADVISORY: Members of the public are encouraged to participate and address the Planning Commission during the public comment portion of the meeting either in person or via teleconference. CHAIR RUBEN TORRES VICE CHAIR MAHENDRA GARG COMMISSIONER NAILA BARLAS COMMISSIONER WILLIAM RAWLINGS COMMISSIONER RAYMOND WOLFE How to Observe the Meeting From Home: Members of the public can observe the meeting by calling (631) 992-3221, Access Code: 780-690-369 or visiting https://attendee.gotowebinar.com/register/7149991512418495326 How to Submit Public Comment: Please note that the meeting will proceed at the Windmill Conference Room should comments by teleconferencing become infeasible due to an Internet or power outage, or due to technical problems outside the City's control. If you wish to make certain that your comments are heard, please attend the meeting in person or send an email by 4.00 p.m. on the day of the meeting/hearing The public may provide public comment by attending the meeting in person, by sending an email, or by logging into the teleconference. Please send email public comments to Planning@DiamondBarCA.gov by 4:00 p.m. on the day of the meeting and indicate in the Subject Line "FOR PUBLIC COMMENT." Written comments will be distributed to the Planning Commission members and read into the record at the meeting, up to a maximum of five minutes. Members of the public will be called upon one at a time during the Public Comment portion of the agenda. Speakers are limited to five minutes per agenda item, unless the Chairperson determines otherwise. American Disability Act Accommodations: Pursuant to the Executive Order, and in compliance with the Americans with Disabilities Act, if you need special assistance to participate in the Planning Commission Meeting, please contact the Community Development Office (909) 839-7030 within 72 hours of the meeting. Commission recordings will be available upon request the day following the Planning Commission Meeting. City of Diamond Bar Planning Commission MEETING RULES PUBLIC INPUT Members of the public may address the Planning Commission on any item of business on the agenda during the time the item is taken up by the Planning Commission. In addition, members of the public may, during the Public Comment period address the Planning Commission on any Consent Calendar item or any matter not on the agenda and within the Planning Commission's subject matter jurisdiction. Any material to be submitted to the Planning Commission at the meeting should be submitted through the Minutes Secretary. Speakers are limited to five minutes per agenda item, unless the Chairperson determines otherwise. The Chairperson may adjust this time limit depending on the number of people wishing to speak, the complexity of the matter, the length of the agenda, the hour and any other relevant consideration. Speakers may address the Planning Commission only once on an agenda item, except during public hearings, when the applicant/appellant may be afforded a rebuttal. Public comments must be directed to the Planning Commission. Behavior that disrupts the orderly conduct of the meeting may result in the speaker being removed from the meeting. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE PLANNING COMMISSION Agendas for regular Planning Commission meetings are available 72 hours prior to the meeting and are posted in the City's regular posting locations and on the City's website at www.diamondbarca.gov. The Planning Commission may take action on any item listed on the agenda. 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 upon request. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the Planning Commission, Recordings of Meetings (909) 839-7030 Email: info(a-_)diamondbarca.gov Website: www.diamondbarca.aov The City of Diamond Bar thanks you in advance for taking all precautions to prevent spreading the COVID-19 virus. CITY OF DIAMOND BAR PLANNING COMMISSION March 26, 2024 ►IT Next Resolution No. 2024-05 CALL TO ORDER: 6:30 p.m. PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Barlas, Rawlings, Wolfe, Vice Chair Garg, Chair Torres 2. APPROVAL OF AGENDA: Chair 3. PUBLIC COMMENTS: "Public Comments" is the time reserved on each regular meeting agenda to provide an opportunity for members of the public to directly address the Planning Commission on consent calendar items or other matters of interest not on the agenda that are within the subject matter jurisdiction of the Planning Commission. Although the Planning Commission values your comments, pursuant to the Brown Act, members of the Planning Commission or staff may briefly respond to public comments, if necessary, but no extended discussion and no action on such matters may take place. There is a five-minute maximum time limit when addressing the Planning Commission. Please complete a speaker card and hand it to the Minutes Secretary (completion of this form is voluntary). The Planning Commission will call on in -person speakers first and then teleconference callers, one at a time to give their name and if there is an agenda item number they wish to speak on before providing their comment. If you wish to speak on a public hearing item or Planning Commission consideration item, you will then be called upon to speak at that point in the agenda. 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 Planning Commission only: 4.1 Minutes of the Planning Commission Regular Meeting — March 12, 2024. 5. OLD BUSINESS: None. 6. NEW BUSINESS: None. MARCH 26, 2024 PAGE 2 PLANNING COMMISSION 7. PUBLIC HEARING(S): 7.1 Development Review No. PL2023-05: Under the authority of DBCC Section 22.48, the applicant and property owner are requesting Development Review approval to construct a new 4,310 square -foot, three-story, single-family residence with a 416 square -foot attached garage, 2,292 square -foot outdoor deck area, a pool and rear yard improvements on a 31,990 gross square -foot lot. The subject property is zoned Low -Medium Density Residential (RLM) with an underlying General Plan land use designation of Low Density Residential. PROJECT ADDRESS: 1200 Chisolm Trail Drive Diamond Bar, CA 91765 APPLICANT: James V. Coane + Associates 30 North Raymond Avenue, Suite 611 Pasadena, CA 91103 PROPERTY OWNER: Ricky Linn 1200 Chisolm Trail Drive Diamond Bar, CA 91765 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(a) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. RECOMMENDATION: Staff recommends that the Planning Commission approve Development Review No. PL2023-05 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: 10. SCHEDULE OF FUTURE EVENTS: CITY COUNCIL MEETING: Tuesday, April 2, 2024, 6:30 pm South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA MARCH 26, 2024 PAGE 3 PLANNING COMMISSION 35t" CITY BIRTHDAY PARTY PLANNING COMMISSION MEETING: CITY COUNCIL MEETING PLANNING COMMISSION MEETING: sifi111�_11310111NzIJi14zkI Saturday, April 6, 2024, 10am — 4pm Summitridge Park and Diamond Bar Center 1600 Grand Avenue Tuesday, April 9, 2024, 6:30 pm Windmill Community Room Diamond Bar City Hall 21801 Copley Drive Tuesday, April 16, 2024, 6:30 pm South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA Tuesday, April 23, 2024, 6:30 pm Windmill Community Room Diamond Bar City Hall 21801 Copley Drive 4.1 MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSION March 12, 2024 CALL TO ORDER: Chair/Rawlings called the meeting to order at 6:31 p.m. in the City Hall Windmill Community Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: C/Garg led the Pledge of Allegiance. 1. ROLL CALL: Commissioners Naila Barlas, Mahendra Garg, Vice Chair Ruben Torres, Chair William Rawlings ABSENT: Commissioner Raymond Wolfe STAFF PRESENT: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney (telephonically); Grace Lee, Planning Manager; Hal Ghafari, Assistant City Engineer (telephonically) and Stella Marquez, Administrative Coordinator 2. REORGANIZATION OF PLANNING COMMISSION: Selection of Chairperson and Vice Chairperson C/Barlas nominated C/Torres. There were no other nominations. C/Torres was elected to serve as Chair of the Planning Commission by the following Roll Call vote: C/Barlas Yes C/Garg Yes C/Rawlings Yes C/Torres Yes C/Rawlings nominated C/Garg to serve as Vice Chair of the Planning Commission. There were no other nominations. C/Garg was elected to serve as Vice Chair by the following Roll Call vote: C/Barlas Yes C/Rawlings Yes C/Garg Yes Chair/Torres Yes 3. APPROVAL OF AGENDA: As Submitted. 4. PUBLIC COMMENTS: None Offered. 5. CONSENT CALENDAR: Packet Pg. 6 4.1 MARCH 12, 2024 0 7 PAGE 2 PLANNING COMMISSION 5.1 Minutes of the February 13, 2024, Regular Planninq Commission Meeting. C/Rawlings moved, VC/Garg seconded, to approve the Minutes of the February 13, 2024, Regular Planning Commission meeting. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS NOES: COMMISSIONERS ABSTAIN: COMMISSIONERS ABSENT: COMMISSIONERS OLD BUSINESS: None NEW BUSINESS: Barlas, Rawlings, VC/Garg, and Chair/Torres None None Wolfe 7.1 CEQA Vehicle Miles Traveled (VMT) Significance Thresholds Update: RECOMMENDATION: Staff recommends that the Planning Commission adopt a resolution recommending the City Council adopt the updates to the VMT thresholds of significance. There were no public comments offered. C/Barlas moved, C/Rawlings seconded, to adopt a resolution recommending the City Council adopt the updates to the VMT Thresholds of significance. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Rawlings, VC/Garg, and Chair/Torres NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: Wolfe 7.2 2023 Annual General Plan Status Update: RECOMMENDATION: Staff recommends that the Planning Commission approve the report and forward it to the City Council to receive and file. There were no public comments offered. C/Rawlings moved, C/Barlas seconded, recommending the City Council Packet Pg. 7 4.1 MARCH 12, 2024 PAGE 3 PLANNING COMMISSION approve the report . Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Rawlings, VC/Garg, and Chair/Torres NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: Wolfe 8. PUBLIC HEARING(S): None 9. PLANNING COMMISSION COMMENTS/INFORMATION ITEMS: 10. STAFF COMMENTS/INFORMATIONAL ITEMS: CDD/Gubman announced that ACA/Eggart will provide an overview of the housing laws and other legislation of interest to the City at the March 26, 2024, Joint City Council/Planning Commission Study Session, which will begin at 5:00 p.m. The Regular Planning Commission will follow at 6:30 p.m. with one item on the agenda, a new single family residence proposed at 1200 Chisolm Trail. 11. SCHEDULE OF FUTURE EVENTS: As noted in the agenda. ADJOURNMENT: With no further business before the Planning Commission, Chair/Torres adjourned the Regular Planning Commission meeting at 6.50 p.m. The foregoing minutes are hereby approved this 12th day of March, 2024. Ruben Torres, Chair Attest: Respectfully Submitted, Greg Gubman, Community Development Director Packet Pg. 8 7.1 PLANNING COMMISSION AGENDA REPORT CITY 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: 7.1 March 26, 2024 Development Review No. PL2023-05 1200 Chisolm Trail Drive Diamond Bar, CA 91765 (APN 8717-026-038) Low Density Residential (RL) Low -Medium Density Residential (RLM) Ricky Linn 1200 Chisolm Trail Drive Diamond Bar, CA 91765 APPLICANT: James V. Coane 30 North Raymond Avenue, Suite 611 Pasadena, CA 91103 SUMMARY: The applicant is requesting approval of a Development Review (DR) application to construct a new 4,310 square -foot, three-story, single-family residence with a 416 square -foot attached garage, 2,292 square -foot outdoor deck area, a pool and rear yard improvements on a 31,990 gross square -foot lot. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review No. PL2023-05, based on the findings of Diamond Bar City Code (DBCC) Sections 22.48, subject to conditions. Packet Pg. 9 7.1 BACKGROUND: The project site is located at the western terminus of Chisolm Trail Drive, where Chisolm Trail Drive and Rio Lobos Road connect. The property is currently undeveloped. There are no protected trees onsite. The property is legally described as Lot 15 of Tract No. 37873, and the Assessor's Parcel Number (APN) is 8717-026-038. Site and Surrounding General Plan, Zoning and Land Uses The image below highlights the subject property: Site Plan View (Aerial) Development Review No. PL2023-05 Page 2 of 14 Packet Pg. 10 7.1 Project Site Adjacent Property to the South (1198 Chisolm Trail Drive) Development Review No. PL2023-05 Page 3 of 14 Packet Pg. 11 Adjacent Property to the North (22803 Rio Lobos Road) The following table summarizes the land use status of the subject property and its surroundings: DesignationGeneral Plan District Site Low Density Residential RLM Undeveloped North Low Density Residential RLM Single -Family Residential South East Low Density Residential Low Density Residential RLM RLM Undeveloped Single -Family Residential West Medium -High Density Residential C-3 Condominiums Project Description Site Plan As stated, the property's gross lot area is 31,990 square feet, which includes a 50-foot wide Southern California Edison easement along the rear (north) property line and a three-foot wide easement for telecommunication utilities along the side (south, west and north) property lines. The property is an irregularly -shaped lot with a net buildable area Development Review No. PL2023-05 Page 4 of 14 Packet Pg. 12 7.1 (i.e., minus the onsite easements) of 22,487 square feet. The property is a hillside property with a north -to -south descending slope. The proposed house is situated towards the southeast corner of the site, approximately five feet from the south (side) property line and 20 feet from the east (front) property line. The front elevation faces Chisolm Trail Drive. A 17-foot-wide driveway will provide access to the site. A pool and deck area are proposed in the rear yard of the residence. The rear yard has a direct line -of -sight to Grand Avenue to the south. However, Grand Avenue is at a lower grade level and direct view to the property is screened by existing natural vegetation. The proposed residence is unlikely to be visible from pedestrians or motorists on Grand Avenue. View from Southwest Corner of Grand Avenue and Lavender Drive Grading Plan The applicant is proposing to cut approximately 341 cubic yards of soil and fill approximately 681 cubic yards of soil to create split-level buildable pads that can support the proposed residence and rear yard. Therefore, approximately 340 cubic yards would have to be imported to the site. The proposed grading activities are limited to areas in proximity to the residence, preserving the majority of the site's unimproved natural slope. Development Review No. PL2023-05 Page 5 of 14 Packet Pg. 13 7.1 The applicant is proposing six tiers of retaining walls, with a maximum height of four feet, at the rear of the residence to support fills below the natural grade. The retaining walls support the building pad to create a flat, usable rear deck area for the residence. All exposed portions of the proposed retaining walls will have a decorative finish of painted stucco to match the residence. Architecture The architectural style is contemporary with mid-century modern influences. The applicant designed the project to have elements to reflect the architectural style, including the following design features: • Minimalist exterior design defined by clean lines and flat geometric wall planes; • Low -pitch (3:12 pitch) gabled concrete tile roof; • Exterior facade consisting of painted stucco, with the use of projections and articulation as a substitute for ornamentation; • Floor -to -ceiling windows and doors; • Transparent glass deck/balcony railings with minimalist decorative metallic finishes; and • Simple color scheme, which includes white stucco walls in combination with a dark brown tile roof. Windows and door trims/surrounds include variations of gray, which complements the neutral color tones of the walls and roof. The residence maintains a high level of architectural quality and visual interest without the need for excessive ornamentation, which is consistent with the proposed architectural style. Development Review No. PL2023-05 Page 6 of 14 Packet Pg. 14 7.1 Rendering — Front View of Residence r UT r Imo; u.1 L- EEL Utz-���iL=iLLT�. - �- - ESL_ 1_TTS- h J r Rendering - View from Southwest Corner Development Review No. PL2023-05 Page 7 of 14 Packet Pg. 15 7.1 Rendering - View from Northwest Corner The proposed three -level house's floor plan is comprised of the following components: • Street Level — Garage, common areas (entryway, kitchen with breakfast nook, dining room, living room), and powder room. • Middle Level — Master suite with a bathroom and walk-in closet, one bedroom with bathroom, laundry room and a sunroom. • Lowest Level — Three bedrooms, three bathrooms, storage room and a playroom. • Deck/balcony areas totaling 2,292 square feet are proposed throughout the three levels of the residence. The floor area distribution is summarized below: PROJECT SUMMARY (sauare footaael Living Area 4,310 o First Floor 1,182 o Second Floor 1,572 o Third Floor 1,556 Non -Livable Area 2,708 o Garage 416 o Street Level Deck 457 o Middle Level Deck 515 o Lowest Level Deck 1,320 TOTAL FLOOR AREA 7,018 Development Review No. PL2023-05 Page 8 of 14 Packet Pg. 16 7.1 The maximum height of the building is 32'-8", measured from the finished grade to the highest point of the roofline. Landscaae Plan There are no existing trees onsite. The applicant is proposing a variety of trees to be planted in the vicinity of the proposed residence, including five 15-gallon coast live oaks, one 24-inch box chinchilla wattle, one 24-inch box burgundy desert willow, three 24-inch box California buckeye, and thirty-six 24-inch box Italian cypresses. At project completion, there will be a total of 46 trees onsite. Additionally, various 5-gallon and 1-gallon shrubs that have a variety of color, texture, and form are proposed throughout the front, side and rear yards. Overall, landscaping consists of drought tolerant and non-invasive species to minimize irrigation and reduce the area of turf. The project is required to comply with the City's Water Efficient Landscaping Ordinance, and compliance will be verified during building plan check and final inspections. ANALYSIS: Review Authority The proposed project requires a land use approval through the Development Review process. The analysis that follows provides the basis for staff's recommendation to approve the Development Review application. Development Review (DBCC Chapter 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines. 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 Review No. PL2023-05 Page 9 of 14 Packet Pg. 17 7.1 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RLM zone: Development Feature Residential Development Standards Proposed Meets Requirements Front Setback - - Side Setbacks 10 feet on one side, 16'-8" — north side 5 feet on the •ther 5'— south side Side Yard Minimum Between Adjoining -T feet — north _ Structures side* Rear Setback - - Lot Coverage 'Maximum of 40% Max. Building Height -- Parking I garage garage Retaining Wall Height 4-foot exposed .. exposed - *The adjacent property to the south is undeveloped. Compliance with Hillside Management Ordinance (DBCC Section 22.22) 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, and incorporates the following features: • The maximum building height is 32'-8", where 35 feet is allowed; • Architectural treatment is provided on all sides of the building with varying setbacks and projections; • The ridge and slope of the roof is oriented approximately in the same direction as the natural slope and avoids the use of gable ends facing downhill. The slope of the roof also does not exceed the natural slope contour; • Split pads are used to step down the natural slope; • The project is terraced on three pad levels. From the street view, the building has an appearance of a one-story structure, but the rear of the building steps down to three levels; and Development Review No. PL2023-05 Page 10 of 14 Packet Pg. 18 7.1 • All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet. 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. Compatibility with Neighborhood The project site is located in a neighborhood with two-story residences. Although the new residence is three -stories, it has been carefully designed to blend with the natural terrain and preserve the character and profile of the natural slope, resulting in a well- balanced residence with less visible mass and scale when compared with other existing homes in the neighborhood. As seen from the street, the residence will not be intrusive and preserve existing views for adjacent properties. From the street vantage point, the adjacent property to the north has a taller building profile than the proposed residence and is situated at a higher grade level. The property to the south is undeveloped. Both adjacent properties will continue to overlook open space areas from their rear yards. Additionally, a vibrant landscaping palette with a combination of trees and shrubs are proposed, which will provide screening and a soft transition between the subject property and the neighboring properties. The proposed residence is 4,310 square feet and exceeds the size of other homes in the neighborhood. The following table shows livable square footage of homes within a 500-foot radius of the subject property: Development Review No. PL2023-05 Page 11 of 14 Packet Pg. 19 7.1 As 1182 Chisolm Trail Square -Footage of Livable Area 2,645 Built 1984 1184 Chisolm Trail 2,078 1984 1186 Chisolm Trail 2,089 1984 1188 Chisolm Trail 1,801 1984 1190 Chisolm Trail 2,078 1984 1192 Chisolm Trail 3,196 1984 1194 Chisolm Trail 3,434 2004 1196 Chisolm Trail 3,271 2008 1198 Chisolm Trail Undeveloped Undeveloped 1191 Chisolm Trail 2,089 1985 1189 Chisolm Trail 1,504 1984 1187 Chisolm Trail 2,089 1984 1185 Chisolm Trail 2,078 1984 1183 Chisolm Trail 2,078 1984 22803 Rio Lobos 2,267 1985 22805 Rio Lobos 2,716 1985 22811 Rio Lobos 2,078 1985 22815 Rio Lobos 2,078 1986 22821 Rio Lobos 2,078 1986 22825 Rio Lobos 2,089 1986 22831 Rio Lobos 3,069 1986 22806 Rio Lobos 2,641 1985 22812 Rio Lobos 2,267 1987 22816 Rio Lobos 2,089 1985 22822 Rio Lobos 2,078 1986 22826 Rio Lobos 2,267 1985 22832 Rio Lobos 2,089 1985 22903 True Grit 2,089 1986 22901 True Grit 2,078 1986 Average 2,300 N/A The average size of homes within a 500-foot radius is approximately 2,300 square feet, with the largest home at 3,434 square feet. Although the size of the proposed residence exceeds the average size of homes in the neighborhood by approximately 2,000 square feet, the proposed residence appears to be similar in size to other homes since only the upper level is visible from street level. The bulk of the home-3,128 square feet of livable space -is distributed between the two lower levels of the home, which steps down along the slope and will not be directly visible from street level. The terraced design softens the massing and reduces the scale of the building. Additionally, architectural treatment, window/door placements, varying setbacks and projections Development Review No. PL2023-05 Page 12 of 14 Packet Pg. 20 7.1 contribute to a less massive building form. As a result, the proposed home is less imposing than the homes in the area and visually compatible due to the manner in which the square footage of the new home is distributed. The proposed contemporary architecture with mid-century modern influences will be visually compatible with other homes in the neighborhood, which are predominantly ranch -style tract housing. Ranch -style homes are characteristically -similar with low -pitch rooflines, exterior stucco walls and lack of excessive ornamentation. In summary, the proposed project fits the character of the neighborhood on which it is proposed and is compatible with the architectural character of the existing homes. Based on the foregoing, staff finds that the project follows 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, lot coverage and setbacks; • A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height and window and door placement; • The proposed new single-family residence is appropriate in mass and scale to the site; • Elevations are treated with detailed architectural elements; • Large expanses without windows or doors are avoided; and • Effective landscape design should serve the dual purpose of intrinsically enhancing a project setting, as well as integrating the landscaping into the overall architectural design. Staff finds the proposed plant palette to be diverse, and the plant selections are compatible with Southern California native landscapes. Additional Review 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. NOTICE OF PUBLIC HEARING: On March 15, 2024, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on March 15, 2024. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. Development Review No. PL2023-05 Page 13 of 14 Packet Pg. 21 7.1 ENVIRONMENTAL ASSESSMENT: 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) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. U:7 4 :7_1:1411 ys /022 t 21. Ar r sso t la e 3/26/2024 REVIEWED BY: I - AILAA Z, A., e~ adm4or Gr a Lee, enior Planner we 3/19/2024 Gr Gubma ommuni Development Director 3/19/2024 Attachments: A. Draft Resolution No. 2024-XX and Standard Conditions of Approval B. Architectural, Grading and Landscape Plans Development Review No. PL2023-05 Page 14 of 14 Packet Pg. 22 7.1.a PLANNING COMMISSION RESOLUTION NO. 2024-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2023-05 TO CONSTRUCT A NEW 4,310 SQUARE -FOOT, THREE-STORY, SINGLE-FAMILY RESIDENCE WITH A 416 SQUARE -FOOT ATTACHED GARAGE, 2,292 SQUARE -FOOT OUTDOOR DECK AREA, A POOL AND REAR YARD IMPROVEMENTS, LOCATED AT 1200 CHISOLM TRAIL DRIVE, DIAMOND BAR, CA 91765 (APN 8717-026-038). A. RECITALS 1. The property owner, Ricky Linn, and applicant, James V. Coane, have filed an application for Development Review No. PL2023-05 to construct a new 4,310 square -foot, three-story, single-family residence with a 416 square -foot attached garage, 2,292 square -foot outdoor deck area, a pool and rear yard improvements, located at 1200 Chisolm Trail Drive, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 2. The subject property is made up of one parcel totaling 31,990 gross square feet. It is located in the Low -Medium Density (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 No. 37873. The Assessor's Parcel Number is 8717-026-038. 4. On March 15, 2024, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on March 15, 2024. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. 5. On March 26, 2024, 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 under Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. Therefore, no further environmental review is required. Packet Pg. 23 7.1.a C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar City Code (DBCC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBCC 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 of the Project is consistent with the applicable elements of the City's General Plan, City Design Guidelines and development standards. The City's General Plan Policy LU-P-56 requires that development on privately -owned, residentially designated land in hillside areas shall be compatible with the surrounding natural areas promoting design principles such as minimizing grading, preserving existing vistas, incorporate site and architectural design that is sensitive to the hillsides. Site grading is limited to areas in proximity to the residence, preserving the majority of the site's unimproved natural slope. Where retaining walls are required, the exposed portions of retaining walls will have a decorative finish, with the use of painted stucco to match the house as to not detract from the hillside. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, and window and door placement. Additionally, the design includes deck/balcony areas throughout the three levels of the home. All elevations are architecturally treated and strongly articulated through projections along the visible fagade [City's Design Guidelines B. Architecture (3)]. The Project complies with all development standards of the Low -Medium Density Residential zoning district by complying with all development standards such as required setbacks, building height, and lot coverage. 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 new house will not be intrusive to neighboring homes since the proposed house will not block existing views from adjacent properties. As seen from the street, the adjacent property to the north has a taller building profile 2 PC Resolution No. 2024-XX Packet Pg. 24 7.1.a than the proposed residence and is situated at a higher grade level. The adjacent property to the south is undeveloped. Both adjacent properties will continue to overlook open space areas from their rear yards. 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 complies with 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 City's General Plan Policy LU-P-56 requires that residential development be compatible with the prevailing character of the surrounding neighborhood in terms of building scale, density, massing, and design. The City's General Plan Goal CC-G-4 also requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densities and uses. The City's Design Guidelines Architecture (1) requires compatibility with the surrounding character including harmonious building style, form, size, color, material and roofline. The project site is located in a neighborhood with two-story residences. Although the new residence is three -stories, it has been carefully designed to blend with the natural terrain and preserve the character and profile of the natural slope, resulting in a well-balanced residence with less visible mass and scale when compared with other existing homes in the neighborhood. The Project minimizes negative impacts on surrounding uses since the house will not block existing views from adjacent properties. The average size of homes within a 500-foot radius is approximately 2,300 square feet, with the largest home at 3,434 square feet. Although the size of the proposed residence exceeds the average size of homes in the neighborhood by approximately 2,000 square feet, the proposed residence appears to be similar in size to other homes since only the upper level is visible from street level. The bulk of the home-3,128 square feet of livable space —is distributed between the two lower levels of the home, which steps down along the slope and will not be directly visible from street level. As a result, the proposed home is less imposing than the homes in the area and visually compatible due to the manner in which the square footage of the new home is distributed. The proposed contemporary architecture with mid-century modern influences will be visually compatible with other homes in the neighborhood, which are predominantly ranch -style tract housing. Ranch -style homes are characteristically -similar with low -pitch rooflines, exterior stucco walls and lack of excessive ornamentation. Additionally, a vibrant landscaping palette with a combination of trees and shrubs are proposed, which will provide screening and a soft transition between the subject property and the neighboring properties. 3 PC Resolution No. 2024-XX Packet Pg. 25 7.1.a In summary, the proposed project fits the scale and architectural character of the existing neighborhood. 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 architectural style is contemporary with mid-century modern influences. The applicant designed the project to have elements to reflect the architectural style, including the following design features: • Minimalist exterior design defined by clean lines and flat geometric wall planes, • Low -pitch (3:12 pitch) gabled concrete tile roof; • Exterior fagade consisting of painted stucco, with the use of projections and articulation as a substitute for ornamentation; • Floor -to -ceiling windows and doors; • Transparent glass deck/balcony railings with minimalist decorative metallic finishes; and • Simple color scheme, which includes white stucco walls in combination with a dark brown tile roof. Windows and door trims/surrounds include variations of gray, which complements the neutral color tones of the walls and roof. The residence maintains a high level of architectural quality and visual interest without the need for excessive ornamentation, which is consistent with the proposed architectural style. Overall, the residence maintains an aesthetically appealing uniform design and creates a desirable living 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 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. 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) (construction of a new single-family residence) of the CEQA Guidelines. 4 PC Resolution No. 2024-XX Packet Pg. 26 7.1.a Based upon the findings and conclusion set forth above, the Planning 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. Prior to building permit issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, shall be submitted to the Planning Division for review and approval by the City's Consulting Landscape Architect. Landscape and irrigation plans shall comply with the updated Water Efficient Landscaping Ordinance. 3. On the landscape and irrigation plans submitted during plan check, replace the thirty-six 24-inch box Italian cypress with a less flammable/combustible tree species. Replacement trees shall be reviewed and approved by the City's Consulting Landscape Architect. 4. 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, Ricky Linn, 1200 Chisolm Trail Drive, Diamond Bar, CA 91765; and applicant, James V. Coane, 30 North Raymond Avenue, Suite 611, Pasadena, CA 91103. APPROVED AND ADOPTED THIS 26t" DAY OF MARCH 2O24, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. IN Ruben Torres, Chair I, 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 26th day of March 2024, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 PC Resolution No. 2024-XX Packet Pg. 27 7.1.a ter_ I I I COMMUNITY DEVELOPMENT DEPARTMENT _sr �9Sg� STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2023-05 SUBJECT: To construct a new 4,310 square -foot, three-story, single-family residence with a 416 square -foot attached garage, 2,292 square -foot outdoor deck area, a pool and rear yard improvements on a 31,990 gross square -foot lot. PROPERTY OWNER: Ricky Linn, 1200 Chisolm Trail Drive, Diamond Bar, CA 91765 APPLICANT: James V. Coane, 30 North Raymond Avenue, Suite 611, Pasadena, CA 91103 LOCATION: 1200 Chisolm Trail Drive, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. 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 No. PL2023-05 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 PC RESOLUTION NO. 2024-XX Packet Pg. 28 7.1.a (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. PL2023-05, 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.2024-XX, Standard Conditions, and all conditions of approval 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 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, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 7 PC RESOLUTION NO. 2024-XX Packet Pg. 29 7.1.a 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7:00 a.m. and 7:00 p.m., and are not allowed at any time on Sundays or holidays. 11. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions and the Public Works Department. 13. 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 extent otherwise permitted by the Diamond Bar City Code or applicable state or federal law. �4*111]4l91y116'? 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Division and Public Works Department) 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. PL2023-05 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar City Code (DBCC) Section 22.66.050 (b)(1). In accordance with DBCC 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. D. SITE DEVELOPMENT 1. This approval is to construct a new 4,310 square -foot, three-story, single- family residence with a 416 square -foot attached garage, 2,292 square- 8 PC RESOLUTION NO.2024-XX Packet Pg. 30 7.1.a foot outdoor deck area, a pool and rear yard improvements, located 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 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 PC RESOLUTION NO.2024-XX Packet Pg. 31 7.1.a 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 ensure 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. II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7043, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. Prior to issuance of a grading permit, the applicant shall submit an Erosion Control Plan concurrently with the grading plan to the Public Works Department for review and approval. The Erosion Control Plan shall clearly detail erosion control measures that will 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. A Storm Water Pollution Prevention Plan (SWPPP) will be required for construction activity which disturbs one acre or greater of soil. 2. Per NPDES Permit (CAS004004) for MS4 Discharges within the Coastal Watershed of Los Angeles County (Order No. R4-2021-0105), a new single-family hillside home development project shall include mitigation measures to: (i) Conserve natural areas; (ii) Protect slopes and channels; (iii) Provide storm drain system stenciling and signage; 10 PC RESOLUTION NO. 2024-XX Packet Pg. 32 7.1.a (iv) Divert roof runoff to vegetated areas before discharge unless the diversion would result in slope instability; and (v) Direct surface flow to vegetated areas before discharge, unless the diversion would result in slope instability. These mitigation measures shall be included with the submitted grading plans and implemented during construction. 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. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 1. Prior to issuance of a grading permit, the applicant shall submit a geotechnical report concurrently with the grading plan to the Public Works Department for review and approval. The geotechnical report shall be prepared by a Geotechnical Engineer, licensed by the State of California. 2. Prior to issuance of a grading permit, the applicant shall submit drainage and grading plans to the Public Works Department for review and approval. Drainage and grading plans shall be prepared by a Civil Engineer, licensed by the State of California and in accordance with the City's requirements. 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. 3. Finished slopes shall conform to Diamond Bar 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 grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 11 PC RESOLUTION NO.2024-XX Packet Pg. 33 7.1.a 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 15 percent. 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 and a permanent irrigation system shall be installed. 10. Prior to issuance of a grading permit, the applicant shall submit a stockpile plan to the Public Works Department for review and approval. Stockpile plan shall show the proposed location for stockpile for grading export materials, and the route of transport. 11. Prior to commencement of grading operations, 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 work commencing. 12. Prior to issuance of building permits for the foundation of the residential structure, the applicant shall submit rough grade certifications by project soils and civil engineers and the as -graded geotechnical report to the Public Works Department for review and approval. Retaining wall permits may be issued without a rough grade certificate. 13. Prior to issuance of any project final inspections/certificate of occupancy, the applicant shall submit final grade certifications by project soils and civil engineers to the Public Works Department. C. DRAINAGE 1. Prior to issuance of a grading permit, the applicant shall submit a detailed drainage system information of the lot with careful attention to any flood hazard area to the Public Works Department. 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. 12 PC RESOLUTION NO. 2024-XX Packet Pg. 34 7.1.a 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 to the satisfaction of the City Engineer and Los Angeles County Public Works Department. D. UTILITIES 1. Prior to issuance of a grading permit, the applicant shall submit Will Serve Letters to the Public Works Department, stating that adequate facilities are or will be available to serve the proposed project from all utilities such as, but not limited to, phone, gas, water, electric, and cable. E. SEWER 1. Prior to issuance of a building permit, the applicant shall obtain connection permit(s) from the City and Los Angeles County Sanitation District. 2. Prior to issuance of a building permit, the applicant, at applicant's sole cost and expense, shall construct the sewer lateral in accordance with the City and Los Angeles County Public Works Division requirements. Sewer plans shall be submitted to the Building and Safety Division for review and approval. F. OFF -SITE STREET IMPROVEMENTS 1. Prior to issuance of Certificate of Occupancy, all off -site improvements shall be constructed in accordance with the approved Off -site Improvement Plan (Plan) to the satisfaction of the City Engineer. See below for required improvements: a. Install sidewalk along the project frontage of Chisolm Trail Drive per SPPWC standards. b. Install driveway approach per SPPWC standards. III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: General Conditions: 1. Plans and construction shall conform to current State and Local Building Code (i.e., 2022 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of permit issuance. 2. Implementation of the CAL Green Code shall be reflected on the plans, and certification shall be by a third party as required by the Building and Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CAL Green Code. 13 PC RESOLUTION NO.2024-XX Packet Pg. 35 7.1.a Plan Check — Items to be addressed prior to plan approval: 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 be 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(o). 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. The following statement shall be included on the plans: "Separate permits are required for pool, spa, and retaining walls". 8. 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 140.6 to 140.9. 9. Rooftop solar installations shall be provided in accordance with CA Energy Code 140.10. 10. New gas appliances shall be designed to be electric ready per CA Energy Code 150.0(t) to (v). 11. Design for future energy storage system shall be provided including 225 busbar rating of panel per CA Energy Code 150.0(s). 12. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. 13. All easements shall be shown on the site plan. 14. Structures and stairs within 5' to property line shall be fire protected. 15. All retaining walls shall be separately submitted to the Building & Safety and Public Works/Engineering Departments for review and approval. 16. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 14 PC RESOLUTION NO.2024-XX Packet Pg. 36 7.1.a 17. 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. 18. Design for future electric vehicle charging shall be provided consistent with CALGreen 4.106.4 or 5.106.5.3. 19. New single-family dwellings shall have solar panels installed in conformance with CA Energy Code 150.1(c)14. 20. Design for a sewer ejector pump and backflow shall be in conformance with CPC 710.0. Permit — Items required prior to building permit issuance: 21. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 22. 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. 23. 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. 24. Sewer connections require sewer connection fees and approval from the LA County Sanitation District. 25. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 26. All workers on the job shall be covered by workers' compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 27. The basement retaining wall must be separated from the house plans and separately permitted in order to certify the building pad before permit issuance of the house structure. Construction — Conditions required during construction: 28. 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. 15 PC RESOLUTION NO.2024-XX Packet Pg. 37 7.1.a 29. 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. 30. 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 year 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. 31. 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. 32. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 33. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 34. The project shall be protected by a construction fence to the satisfaction of the Building Official, and shall comply with the NPDES & BMP requirements (sand bags, etc.). All fencing shall be view -obstructing with opaque surfaces. 35. 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. 36. The applicant shall first request and secure approval from the City for any changes or deviations from approved plans prior to proceeding with any work in accordance with such changes or deviations. 37. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 38. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 39. 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. 16 PC RESOLUTION NO.2024-XX Packet Pg. 38 7.1.a 40. 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. 41. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 42. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. 14►111 17 PC RESOLUTION NO. 2024-XX Packet Pg. 39 7.1.b ABBREVIATIONS NEW RESIDENCE A E L S ANCHOR BOLT EA. EACH LAB LABORATORY SCHED SCHEDULE ABOVE E. EAST LAM LAMINATED SCR SCREW AIR CONDITIONING EDE ELECTRIC DRINKING FOUNTAIN ASPHALTIC CONCRETE EIFS EXTERIOR INSULATION FINISH SYSTEM ACOUST ACOUSTICAL E.J. EXPANSION JOINT LDG, LAND LAV LOTH, L LANDING LAVATORY LENGTH SECT S/S S SECTION SERVICE SINK SEWER LINE AMERICANS WITH DISABILITIES ACT ELECT, ELEC ELECTRICAL LT LIGHT SHTG SHEATHING ADHESIVE ELEV, EL ELEVATION LT. WT. LIGHT WEIGHT SHT SHEET LINN RESIDENCE ADJACENT EMPL EMPLOYEE LKR LOCKER SIT SHELF ADJUST ADJUSTABLE ENCLOS ENCLOSURE LVR LOUVER SHR SHOWER A.F.F. ABOVE FINISH FLOOR EPDM ETHYLENE PROPYLENE DIENE MONOMER S. D. SIDEWALK DRAIN A.F.G. ABOVE FINISH GRADE EQ EQUAL SIM SIMILAR AGGR AGGREGATE EQUIP EQUIPMENT M SIT SLOPE AISC AMERICAN INST. OF STEEL CONST. EXH EXHAUST MH MANHOLE S. C. SOLID CORE ALUM ALUMINUM EXIST. (E) EXISTING MFR, MFG MANUFACTURE STC SOUND TRANSMISSION COEFFEC.ENT ALTERNATE EXT EXTERIOR ANCHOR EW EACH WAY ANOD ANODIZED MAS M.O. MMAT MASONRY MASONRY OPENING MATERIAL S. SPEC SPL SOUTH SPECIFICATION SPECIAL 1200 CHISOLM TRAIL DRIVE APPROX APPROXIMATE F MAX MAXIMUM SQ. SQUARE ARCH ARCHITECT F.D.C. FIRE DEPARTMENT CONNECTION MECH MECHANICAL SS STAINLESS STEEL ASPH ASPHALT F.F. FINISH FLOOR ASTM AMERICAN SOCIETY FOR TESTING MAT. F.O.C. FACE OF CONCRETE MEMB M MEMBRANE MEN STL STOR STEEL STORAGE DIAMOND BAR, CA 91765 AWG AMERICAN WIRE GAUGE F.O_F. FACE OF FINISH MET METAL SD STORM DRAIN B F.O.S. FACE OF STUD MEZZ. MEZZANINE STRUCT STRUCTURAL B. CAB BASE CABINET FT. FEET FIN FINISH MIN MIR MINIMUM MIRROR SUSP SF SUSPENDED SQUARE FEET BOARD FIRE EXTINGUISHER BELOW F.E. BELOW FINISH FLOOR F.E.C. FIRE EXTINGUISHER CAB. MISC MDGDGMILD MISCELLANEOUS MOULDING T PROJECT INFORMATION SCOPE O F WORK BITUM BITUMINOUS F.G. FINISH GRADE MUL MULLION TELE TELEPHONE ILDING LINE F.H. FIRE HYDRANT BUF.H.C. FIRE HOSE CABINET MWK MILLWORK T TEMP TEMPERED TEMPORARY BLDG BUILDING BLOCK FPRF FIREPROOF FIXTURE F.L. N NEC NATIONAL ELECTRIC GQDO TER THK TERAZZO THICK PROJECT DESCRIPTION ARCHITECT/ APPLICANT - NEW UPPER LEVEL BLKG BLOCKING F.L. FLOW LINE NOM NOMINAL T&G TOUNGUE AND GROOVE BOLT FLG FLASHING N. NORTH T.O.F. TOP OF FOOTING PROPOSED NEW SINOL.E-FAMILY -�AME�J V• rOANE $ AJJOr,IATES - NEW TWO CAR GARAGES BEAM FLR FLOOR B.M. BENCH MARK F.D. FLOOR DRAIN N.I.C. N.T.S. NOT IN CONTRACT NOT TO SCALE T.O.C. T.O.P. TOP OF CURB TOP OF PARAPET RESIDENGE SO NORTH RAYMOND AVENUE, SUITE 6 � - NEW MIDDLE FLOOR VV M R BOTTOM BRG BEARING FLUOR FLUORESCENT FTG. FOOTING NO, # NRC NUMBER NOISE REDUCTION COEFFICIENT T.O.S. T.O.W. TOP OF STEEL OR WOOD SHEATHING TOP of WALL PAS�D NA, GALS ORN�A �� O� - NEW LOWEST LEVEL BRK BRICK FDN FOUNDATION 0 T.O.M. TOP OF MASONRY 6_26 5ej-4.61 j22 BOTH SIDES FM FACTORY MUTUAL BSMT BASEMENT OFF OFFICE T.B. T, TR TOWEL BAR TREAD PROJECT LOCATION _ NEW POOL BUR BUILT-UP BITUMINOUS ROOF FR. FRAME FRP FIBER REINFORCED PLASTIC BOTH WAYS O.C. OPNC, OPG ON CENTER OPENING TS TYP TUBE STEEL TYPICAL 1200 �HISOhM 7RAIL_ �RI\/ OWNER F.S. FINISH SURFACE C F.SK. FLOOR SINK OPP 0. D. OPPOSITE OUTSIDE DIAMETER U DIAMOND TSAR, CA cif'765 JF_aa1r.A AND R��i�eY L_INN CABINET TURN. FURNACE CATCH BASIN FUR FURRING 0. D. OVERFLOW DRAIN U.B.C. UNIFORM BUILDING CODE 1200 GHISOL= l TRAIL= DRI\/E CENTER -TO -CENTER FUT. FUTURE O.A. O.H. OVERALL OVERHEAD U.F.C. U.M.C. UNIFORM FIRE CODE UNIFORM MECHANICAL CODE DIAMOND 5AR, GA �1`j6j CERAMIC CEM CEMENT G O.F.0.1. OWNER FURNISHED U.P.C. U.L. UNIFORM PLUMBING CODE UNDERWRITERS LABORATORIES PROPERTY DESCRIPTION CUBIC FEET CALV. GALVANIZED OWNER INSTALLED CORNER GUARD G.I. GALVANIZED IRON O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED U.O.N. UNF UNLESS OTHERWISE NOTED UNFINISHED ARCHITECTURAL STYLE CHAM CHAMFER GAR GARAGE P UR URINAL CAST IRON C. GAS LINE C.I.P. CONC CAST IN PLACE CONCRETE GA GAUGE PTD PAINTED V LOCAL. DESr.RIFTfi ON: THE ORICSINAL. NEICvHI30RHOO17) WAS CONTROL JOINT G.C. GENERAL CONTRACTOR PG PAGE VB VAPOR BARRIER DEVELOPED IN 1,:�85 AND AFTER RE\AE^ OF CENTERLINE GL GLASS GILT. CHAIN LINK FENCE G.B. GRAB BAR PR PNL PAIR PANEL MEN VERT VENEER VERTICAL TRACT# 5-78-75 LOT IJ NEB&H50RHOOD PHOTOS 5Y OUR SENIOR CEILING GR GRADE CLG. JST. CEILING JOIST PERP PLAIT PERPENDICULAR PLASTER VG VERTICAL GRAIN ARr.H1TEr.7URAL HISTORIAN, r.ARRIE GFRP GLASS FIBER REINF. PLASTIC CLKG CAULKING CNDZONING GROUND PLAS PLASTIC VEST, V VCT VESTIBULE VINYL COMPOSITION TILE r�HASTEEN. IT HAS I3F_EN DE7ERMINED THAT CLEAR GYP BD GYPSUM BOARD C.M.U. CONCRETE MASONRY UNIT PLAS. LAM. PLASTIC LAMINATED W LOIN -MEDIUM DENSITY RESIOENTIAL (RL_M) THE NErzHE30RHOOD ARr.H7Er,7URAL STYLE C. 0. CLEANOUT H PLMB PLWD PLUMBING PLYWOOD WSCT WAINSCOT IS 'r�ONTIeMPORARYll. 5F_r�AUSE OF THIS AE COL COLUMN HDWD HARDWOOD GONG CONCRETE HDR HEADER PT POO POINT POINT OF CONNECTION W.F. W. C. WALL FOOTING WATER CLOSET HAVE DS�ND OUR NIeW HOUSE ALSO N CONN CONNECTION HVAC HEATING/VENTILATING/ PSI POUNDS PER SQUARE INCH W. WATER LINE CiOINTEI4FORAR`f"' STYLE, I30RROKN6 MANY CONST CONSTRUCTION AIR CONDITIONING CONT CONTINUOUS HGT HEIGHT PSF PL. POUNDS PER SQUARE FOOT PROPERTY LINE W.P.S. W WATERPROOF SYSTEM WEST LMNTS FROM SURROUNDING NI�HISORS. CORR CORRUGATED H.C. HOLLOW CORE PAS PUBLIC ADDRESS SYSTEM WILL. CH. WHEEL CHAIR COTG CLEANOUT TO GRADE H.M. HOLLOW METAL PVC POLYVINYL CHLORIDE WE WIDE FLANGE CSMT CASEMENT HOR HORIZONTAL PC PRECAST WDW WINDOW COUNTERSINK H.B. HOSE CENTER H.W. HOT WATER CTSK (� Q.T. QUARRY TILE W/ W/0 WITH WITHOUT SHEET INDEX AREA CALCULATIONS COUNTERSUNK SCREW HP HORSEPOWPOW ER W. WEST COLD WATER I R WD WOOD CUBIC YARD IN INCH RAD, R. RADIUS W.P. WORKING POINT D RR RAILROAD W.I. WROUGHT IRON NCL INCLUDING DETAIL FING INFORMATION DETAIL RW, REDWD REF, REFRIG REDWOOD REFRIGERATOR WHSE WS WAREHOUSE WATER STOP ARCHITECTURAL IN I. INLET DRINKING FOUNTAIN D. INSIDE DIAMETER RCP REINFORCED CONCRETE PIPE Y \ � � � % % v 1< lJ V V DIAG DIAGONAL INSUL INSULATION RE REQD REGISTER REQUIRED YD YARD T1 TITLE SHEET DIAMETER INT INTERIOR DIMENSION INTER INTERMEDIATE REINF R.A. REINFORCING RETURN AIR T-1 SURVEY DISHWASHER CBO INTERNATIONAL CONFERENCE OF DISP DISPOSAL RVS REVERSE (SIDE) SYMBOLS BUILDING OFFICIALS DIVIDER INV INVERT REV R.O.W., R/W REVISION RIGHT OF WAY 0 d DIAMETER PENNY A1.1 PROPOSED SITE PLAN U F F E LEVEL: E)2 SOFT. DOOR I/PS IRON -PIPE SIZE DO, DBL DOUBLE R. RISER, RISERS C CENTERLINE A2.1 PROPOSED FLOOR PLAN -UPPER LEVEL DNS D DOUBLE STRENGTH JAN JANITOR R. D. RFG ROOF DRAIN ROOFING P L PROPERTY LINE, PLATE ANGLE A2.2 PROPOSED FLOOR PLAN - MIDDLE LEVEL �vDDLE LETEL - 57=2 SOFT. DOWNSPOUT JT JOINT RM ROOM C CHANNEL DRAIN JF JOINT FILLER DRAIN INLET JST JOIST RO ROUGH OPENING & AND A2.3 PROPOSED FLOOR PLAN -LOWEST LEVEL LTTEST LETEL: 556 SOFT. D.I.P. DUCTILE IRON PIPE = EQUAL A2.4 PROPOSED FOOTAGE CALCULATION DWG, DRWG DRAWING K A4.1 PROPOSED ROOF PLAN KPL KICK PLATE KIT KITCHEN A5.1 PROPOSED SECTIONS KO KNOCKOUT A5.2 PROPOSED SECTIONS _ _ TO TL 0 SO , T_ T o A5.2 PROPOSED SECTIONS SYMBOLS A5.3 PROPOSED SECTIONS A5.4 PROPOSED SECTIONS A5.5 PROPOSED SECTIONS GCE AREA SUTTF�T e SECTION NO. BUILDING SECTION A5.6 CROSS SECTION AT SITE BOUNDARIES REFERENCE ROOM NAME ROOM REFERENCE e T 16 S O � T SHEET No. 0 A6.1 PROPOSED ELEVATIONS , , SECTION NO. DATUM POINT A6.2 PROPOSED ELEVATIONS _ WALL SECTION A6.3 PROPOSED ELEVATIONS REFERENCE A6.4 PROPOSED ELEVATIONS SHEET NO. CENTER OR FLOOR LINE A6.5 PROPOSED ELEVATION secTION No. HIDDEN, FUTURE, OR A6.6 COLOR AND MATERIAL BOARD EXISTING CONSTRUCTION LT AREA: � SO — DETAIL REFERENCE TO BE REMOVED A6.7 WINDOW AND DOOR SPECIFICATION SHEET NO A6.8 COLORED ELEVATIONS / .T. PROPERTY LINE R RENDERINGS _ _ _ E3U I LD �� FOOTFR TT: /6 0 SO,TT, SECTION NO. NEW GRADE SPOT -ELEVATION A8.1 DOOR SCHEDULE +DETAILS �TT �� � 0/5 T O O 00 - 5TO SPOT ELEVATION A8.2 WINDOW SCHEDULE + DETAILSSHEET /6 /gcl0 NO. DETAIL REFERENCE /++,+++' �Exlsrw5 5RADESPOT ELEVATION SECTION N::::o INTERIOR ELEVATION BREAK LINE REFERENCE SHEET NO. DOOR NO. DOOR REFERENCE VICINITY MAP EXTERIOR RENDERING WINDOW NO.� WINDOW REFERENCE ADDITIONAL NOTES 1. THE GOVERNING CODES FOR THIS PROJECT ARE THE 2019 CALIFORNIA RESIDENTIAL (CRC), ELECTRICAL (CEC), ENERGY (ENS), MECHANICAL (CIVIC), r t- , PLUMBING (CPC) CODES AND THE 2019 ENERGY CODE (ENS) WITH _� LOCAL AMENDMENTS. \— z 2. AUTOMATIC FIRE -EXTINGUISHING (SPRINKLER) SYSTEM IS REQUIRED. SPRINKLERS TO BE y. INSTALLED, APPROVED AND MAINTAINED IN COMPLIANCE WITH THE MOST CURRENT NATIONAL Rio Lahas Rd � Ai° Lobos Rd Rio Lobos Rd \ FIRE PROTECTION ASSOCIATION STANDARDS #13, #13R, #13D AND THE CALIFORNIA FIRE CODE,M, -� fu & S.M.C.C. 25.12.11. SPRINKLERS TO BE INSTALLED AND MAINTAINED AT THE OWNER'S EXPENSE. o �� _ NO INSPECTION OTHER THAN FOUNDATION WILL BE MADE UNTIL PLANS FOR AUTOMATIC MONITORED FIRE ALARM SYSTEM ARE APPROVED. t 3 SEPARATE APPLICATIONS AND PERMITS ARE REQUIRED FOR: a. ELECTRICAL WORK b. MECHANICAL WORK_ TTi - C. PLUMBING WORK ��4°��� d. GRADING (SUBMIT TO CITY ENGINEER FOR REVIEW/PERMIT) December Shoes e. RETAINING WALLS (SUBMIT TO CITY ENGINEER FOR REVIEW/PERMIT) Q f. AUTOMATIC FIRE SPRINKLER SYSTEM c g. MONITORED SMOKE + HEAT DETECTORS; S.M.C.C. 25.12.14 NOT TO SGAL.E REVISIONS BY 1 • • 1 1 • VJ v of rn ^, W m v }+ coo Lo Lo N U m LL N O N ° V' 00 w ^J VJ o N M M 0 0 rn m 'c ° Oa 0 U co �/� U 0 Q ^VJ W c 0 0 U L 0 ° CD co L ULy Z�LO Lod �JC) � � C)L� wJa Q c0 0 Q 2 > U O o Qo _ 0 Date Scale Drawn Job Sheet T1 Of Sheets Packet Pg. 40 7.1.b SURVEYOR'S NOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS GIVEN AS THE BEST PRESENT KNOWLEDGE AND PERFORMED WITHIN GENERALLY ACCEPTED ENGINEERING PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. 2. ESTABLISHMENT OF CONTOUR: CONTOURING IS THE GRAPHICAL REPRESENTATION OF CONSTANT ELEVATION LINES THAT ARE INTERPOLATED OR EXTRAPOLATED BETWEEN ACTUAL FIELD MEASURED ELEVATIONS OR MAP ELEVATIONS, AND SHOULD NOT BE INTERPRETED AS PRECISE GROUND CONDITIONS, ONLY AN INFINITE NUMBER OF FIELD MEASUREMENTS WOULD REPRESENT SUCH PRECISE CONDITIONS, WHICH OBVIOUSLY ARE NOT POSSIBLE. THE NUMBER OF SUCH FIELD MEASUREMENTS ARE THEREFORE LIMITED TO THE SCOPE AND INTENT OF THE RESULTING MAP. 3. THE BEARINGS/DIMENSIONS OF THE MAP IS PREPARED BASED ON THE RECORD DATA. 4. THE SURVEY IS PREPARED FOR ARCHITECTURAL/LANDSCAPING PURPOSE. 5. EASEMENTS ARE PLOTTED PER PRELIMINARY TITLE REPORT ORDER NO. 112121178JM, DATED 04-30-2021. TOPOGRAPHIC MAP LEGAL DESCRIPTION: LOT 15 OF TRACT NO. 37873, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 978, PAGES 3 TO 5, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 8717-026-038 PROPERTY SIZE: 31,990.00 S.F. (0.734 ACRES) (GROSS) 22,487.03 S.F. (0.516 ACRES) (NET) EASEMENT NOTES: E1 EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES PURPOSES PER BK. 4744, PG. 281, OF OFFICIAL RECORDS. COUNTY BENCHMARK NO. FG5668 L&BR S. CB GRAND AVE & C/L PROD OF CAHILL PL ELEVATION: 889.725' (NAVD 1988) BASIS OF BEARING: CENTERLINE OF RIO LOBOS ROAD N 87°22'09" W AS PER TRACT NO. 37873, M.B. 978-3-5 ABBREVIATIONS/LEGEND: CATV CABLE T.V. PULLBOX C/B CATCH BASIN CBW/RW CONC. BLOCK/RETAINING WALL C&G CURB AND GUTTER CF CHAIN LINK FENCE DWY DRIVEWAY D/A DRIVEWAY APPROACH EX EXISTING FF FINISH FLOOR FS FINISHED SURFACE FL FLOW LINE GM GAS METER I/F IRON FENCE HP HIGH POINT PP POWER POLE O O) O I vU 00 r- N Q U � X � Q m w a O O `n m oLn p� w � m c0 � w RELEASED P/L PROPERTY LINE RW RETAINING WALL S/W SIDEWALK S/D STORM DRAIN REVISIONS TC TOP OF CURB W/M WATER METER WF WOODEN FENCE 0 STORM DRAIN MANHOLE 0 SEWER MANHOLE 0 WATER VALVE �Q FDC / FIRE DEPT. CONNECTION FIRE HYDRANT EDISION PULL BOX STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX UTILITY PULL VOX TV TV CABLE PULL BOX H.V HIGH VOLTAGE BOX TEL TELEPHONE PULL BOX S.T. SEPTIC TANK (532.00) EXISTING ELEVATION 532.00' --(532)-- EXISTING CONTOUR LINE -W--W-- WATER LINE -S--S-- SEWER LINE moo- STREET LIGHT �--c� WF/ WOOD FENCE OR IF/ IRON FENCE --0--0 CF/ CHAIN LINK FENCE EXISTING TREE ® CONC. BLOCK WALL/ RETAINING WALL WOOD POST 0 IRON POST ® DRAIN HOLE VENT wrz.00, I LAND <v O3?11- sG�� JACK C. LEE o. -tx \ NO. 8407 / \F oj • N Z E O o ~ Q � U U U J O m 4-j O U J w }' O O � �- > o DRAWN: JIML CHECKED: JY DATE: 02-07-2022 JOB NO.: 22-001-003 SCALE: 1 "=1 6' FILE NAME: Rio Lobos 22801 _ToDo.dwo Tml E2 EASEMENT TO GENERAL TELEPHONE COMPANY OF CALIFORNIA FOR PUBLIC UTILITIES PURPOSES PER BK. 4744, PG. 281, OF OFFICIAL RECORDS. SHEET 1 OF 1 SHT. Packet Pg. 41 7.1.b COLOR AND MATERIAL KEY 0 SOOT C,ONC,RETF- R,00F TILES E31` E30RAL ROOF I NO C,OLO : I RON^OOD C,EDARL TE 600, 110DEL 2C LC L5TT5 IOC,: ES =164T; GLASS A OVER 2 IN FL1'V+IOO1--7� AND 71'PE #50 UNDERLA"r1�EN7 121 FA NTED 57UC,C,0: �fANUTAC,TURER: 5EN,�AM N �,100RE PROPO.Iz� SITE PLAN ,ND 1� SERES REVISIONS BY • 00 0) �--+ 00 N M U LL N N O °' r n V I 00 00 U) O N M H Q M O 06 T @ E 76 76 C N cc @ O @ a U > r- �a0 U) CD CD m E� >. U Q 0 z CD M W ULy z�LO z Wok Q �J� � � U w W LU u) Q o Wpm w 0 Q=z cn p d- > U O O � pQ w W 0 Date Scale 1 /16" = 1'-0" Drawn Job Sheet Al . 1 Of Sheets Packet Pg. 42 7.1.b COLOR AND MATERIAL KEY \ \ El ROOF: CONCRETE ROOF TILES 5 r 50RAL= ROOF I NC \ \ COLOR: I RONVNOOD \ \ C=ARL= TE 600, MODEL -2CL=CL=5775 ESR=1647; CLASS A \ \ \ OVER I IN FL YV100D AND T1`PE #50 \ UNDERL-AYMENT \ \ F NTEI�) STUCCO: MANUFACTURER: 5EN,IAM N MOORE SFECIFICATION: 2I_2I=-70 ` COLOR: CHANTIL=L" LACE \ \ CLEAR CLASS OUARZ� RX L= I NO \ \ \ \ DOORS AND K NI-3)ONS: \ MANUFACTURER: MARVIN �\ \ COLLECTION: ULTIMATE COLOR: CUN METAL \ \ OARAOE DOORS \ MANUFACTURER: RANCID DOUSE DOORS COLLECTION: CAPE CODE v v \ 6;LASS FENCE MANUFACTURER: MUL HOL=L AND E�RANZ� \ (N) PROPosED COLLECTION: CLASS AND ALUMINUM SERIES \ TREE \ E) EXISTING FENCE \ CONCRETE NALL GAF \ \ MANUFACTURER: FAC I F I C STONE \ COLcL EGTI ON" �ALc I SADE (N) RETAINING WALL (b" P (N) PROPOSED (N) PROOSED SED (N) PROPO L 2], PAINTED STUCCO TREE O TREE TREE (N) RETAINING \ WALL \ [#2], [#7] PAINTED STUCCO \ \ \ (N) PROPOSED \ / -A \ OAK TREES, SCREEN \ \ \ TREE � \ (N) RETAINING WALL WALL MEAN [#2], [#-1] [#2], [#7] SWALES WALL BELOW \ U O PAINTED STUCCO PAINTED STUCCO \ RG \ (N) ETAININ WALL \ 3 Ss H=51-61147W 1#21, [#7] 4 \ z 7 5 � PAINTED STU(fC) O � U HVAG )TD < 4.2 fi' RWA N T.O. Uj���� o POOL EO. CONFESSOR �.O •\ 6 � 5 8 0 3 3 \'` OQ �� �� ��J q�� �) RETAINING CONCRETE WALL G QQ•�� OQ0�0� H=�@TW (N) RETAININ WALL 4 TA \ DOLORWHITE : AR Y i i POOL DOPING i i (STAIR Q y ° Q / \ [#2], [#7] 9 7 I j ji STONE OR STAMPED 1 j 2/o LOPE � \ PAINTED STUCCO z 4 i i i CONCRETE i1 4 � I j 11111 i ililil l l l l l i ijilil.j 11 >> ,I,I. -8 8/ 8 3 1 1 1 1 33' 5" REAR SETBACK \ ER DEC UPPER Ks B a \ iil 1 i lil 1 - C POS D KTIL COM OSI DEC TI �w,y r��` / 8 g 11 111 1 i i i 1 MIN REAR SETBACK 20' 0" A 8 \ (N) RETAINING ii1 iiili1111 i1111(ll " <III WALL 4 2 4 illj lilijijljiiilliii (N) POOL 12% SOi� \ Q� 2 6 i 4.5' or 4.75' CONSISTENT DEPTH P OL ECK PAINTED STUCCO 4 z 1 li i (FINITE EDGE C OSITE D TILE o 0 o WATER FEATURE B �U \ 4 Ij IIIjI 111111 jlllll 6 SO 2�° S PE _ �(j � 6 ill ljillili i t ijilijlllllili l i i Ijlili l i i li OO GK E F A B ��- (N) RETAINING 5 1 1 l l i it l l l l l l i 1 it l l l l l l i l it l 111 OO'�� 4 3 i i i I j j1 1 I li 1 I fill 11 (N) M TER D K (N) GK WALL � 11 11 IIIIIII l i 11 l l l i i i F OO O>1 CONCRETE PAVERS (N) GLASS TENCE H=4'-o"@TW z iii 111illillilliiill1i1 LEVA N q 8 q 2.8 3%SLOPE H)rz,L F F q0 [ I I IIIIIII 111111111 llij l l l l i 1-1N D GK N DEG i PAINTED STUCCO 3'-0" 3. 3'-0" 3'-0"jiltliiililijl l i i 11 j LE AT N L AT oN POOL. RE R E B K- j j i i11111111 1 it l j 1111 1 1 it l i i' 20'-0" REAR PROPOSED SETBACK (N) 3-STORY 11 I j j llil llllllilililililijllll i i MIN REAR sET�ACK 2o'-O" 2 7 RESIDENCE Q� 1lilli iili 40-1 4 8 Ij 11 jl 111 / Z \ 4 3 5 8 3 3 3 �sE.00� - ass.00' v M 3'-0" FIN FLOOR FIN FLOOR -4 < 6 4 ELEVATION ELEVATION \ z z p z ,- 9 2 7 4 4 94 4 8 o o 4 (N) � R I �/E A1A` -- ➢^LV 2 4 2 p z 5 N) O DE 12% SLOPE r, p\ 12% S OPE 1--7 4 6 4 4 3 - 20 Q II M 8 (N) GARAGE R�QIJiRE 1D PRONT YgRD 1-1 1-L O � i AGK O 8 M 8 7 3 ELE TION La Sri 2 r Q� 5 7 = w o �Q(X� lI iu N) RETAINING N) RETAINING N) RETAINING N) RETAINING SWALES WALL WITH WALL WITH WALL WITH WALL WITH DECORATIVE GAP DECORATIVE GAP DECORATIVE GAP DECORATIVE GAP H=2'-3"@7W H=4'-0"@TW H=S'-6"@TW 14=4'-0"97W [#2], [#7] [#2], [#7] [#2], [#7] [#2], [#7] PAINTED PAINTED PAINTED PAINTED STUCCO STUGGO STUCCO STUCCO PROP IIE) SITE PLAN REVISIONS BY • 00 0) �--+ 00 00 M U LL N N O °' M 00 N M M O 0 T E 75 75 C� 10 cc V) Oa U U) CD CD 0 W 0 }� >. N CY � U L L z Q CD M W ULy z Z W �/ op LO Q 0 J � � U w W � u) Q 0 w O m w I— m U) O > d- U O O _ O QO 0— 0 Date Scale 1 /8" = 1'-0" Drawn Job Sheet A1.2 Of Sheets Packet Pg. 43 7.1.b ® can �fl uAi 58'-4" 10'-6" 3'-0" O 0 (N) FANTR - - - - - - - ------ ' 0 0 (V 1 0 O L-- D 1 1 00 0 0 o0 00� LU RANGE 1 O o 1 ( (N) F0^1�)E (N) <I7C HEN C Co CD C A .2 D.W. 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III —II I —III —III —III —III —III —III —III —II I —III —III —III —III —III —III —III —II I —III —III —III —I 11—III—III—III—II I —III —I — /// — I —III —III— I H 1=III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I d I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I I —III —III —III —III —III —III —III —I 1I— \\�\\�\\� • =III=III=III=III=III .• 11=111=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III—III—III=III=III=III—III=III=III—III—III=III=III=III=III=III=III=III=III=III=III=111— _ ,/�//�/r�/r �������� d = 1=1 11=1 11=1 11=1 11=1 11=1 11= • I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1I- 0 r — —III—III—III—III—III—III—III—III j ° •-----------------------------------\\\ —=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1— / / r r \\�\�\�\�\�\�\�\�\�\�\�\�\�\�\� " II —I II —III —II —II I —III —III —III —I II —I II —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —III —I \\�\\�\\�\ �'./\ir\ir\i/\i/\ir\it\i/\i/\i/\ir\i/\i/\ir\ir\i/\. _ ----------------------------------------------- /II—III—III—II I —III —III —III —III —III —III —III —II I —III —III —III —III —I II —III —III —II I—III—III-111-111—III—III—II—II I —III —III —III —III —III —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —I ----------———————-------—————— ---------------- //rr \\\\ \\\\\\\\\\\\\\\ II III III I•' II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III /// //rr//rr//rr/ III III III III .• III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II ________________________________________ III III III III III III III III III III III III III III III III III III III III =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III- 3 0 . \ \ \ / / r \ \ \ \ \ —II I —III —III —III —III —III II I —III —III —III —III —I II —III —II I —II I —III —III —III —I II —I II —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —III —I II —III —III —II I —III —III —III —III —III —III— — /\\/\\/\\/ rri/r • . it/i//i/ —III—III—III—III—III—III—III—I III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— — \\r/\\r/\\/r\\ N ,%/%/%ri • r\\i •\\\ =1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 I 1= —•=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 11=1 11=1 I 1=1 1=1 1=1 h=dh=1 1=1 1=1 1=1 1=1 -- \ 11 IIIIIIII II —III=111=111=III=111=III=III=III=III=111=III=III=111=III=III=III=III=111=III=III=111=III=III=III=III=111=III=III=111=I=II=II=II=1==II=111=II=III=1 — �r%r%/i\ • d/\\//\\/r\\rr \\i/\\i/\\i/\ / 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= — \\�/��/��/�\ a •—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I- 3�-0° ° \\/i\\ri\\ri\\ %%/%/i III f III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I I— \\%\��\%\\.III 1 I I I I I I I I I I I I• I I I1 -- •-1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I— \ri\ri\/i\III—III I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I 1=1 1=1 1=1 — — M , \\ir\\ir\\i/\\ \\ri r III —III ——I e III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III— — N \� \\ —I I —III —I III —I — —I I —I I M 11—I 11-111-111—III—III—III—III—III—III—III— — 11=1 11=III I I 1=1 I I I —III —III —I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I —I 11=1 11=1 11=1 I F= 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I R I F 1=1 1=1 1=1 1=1 1=1 11=1 I=— 1=1=1 —III— ::::."—I • =11MIk 1= - 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— — I I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I SEC TION E-E �SECT100"I REVISIONS BY • i 00 rn ^, W 00 v Cz 00 LID N U (D u- N Ow N O '^^ v' v Lo vJ N cD M O 06 O Eu C O l9 N C N a m O N m a U a) ai a� T � U L t r o Z 0 M w ULu Z�Lo zCo — _O < w W to � � 0 p Q m t/) Q = z � UO O o Q Date Scale 1/4" = 1'-0" Drawn Job Sheet A5.5 Of Sheets Packet Pg. 53 7.1.b I I T PX I I NEW DRIVE=WAY Pl 937.83 \ \ \ \ \ \ \ \ \ \ \ \ \ \ Ll \ / / \may,\�/,\ \\\ \K\\�\/ \/ \'0 /\\ I I OL � I OI wI q ZLLI o— SEC O I 854.83 `� 942.16 TION �I z �I O �I 914.5 S TCO"_T {its �� D CROS"S ON AT SMEE B0"LJNDARL7==== REVISIONS BY • 00 m ^, W Co Co U M LL N O N O M r n V I � LC)V ^ ) N M O 06 T @ i O @ C N cc @ O @ a U U U) CD CD Q 0 a C � U L z Q CD M U) W Q 0 Z O W om (, w LU Z WoF- Q J d) Z � � U W � O Om w Cn < = 0 � > UO O N Q U 0 Date Scale Drawn Job Sheet A5.6 Of Sheets Packet Pg. 54 7.1.b O corn IN NORTH ELEVATION COLOR AND MATERIAL KEY El ROOF: CONCRETE ROOF TILES 5� E30RAL ROOF I NO COLOR: I RONVOOD/=�RE1` CEDARL TE 600, NCODEL -2CLCL5775 CC : ESR- 1647; CLASS A OVER 2 IN FL-r^OOZ� AND T-rFE #50 UNl:�)ERLAY�-IENT 121 FA I N=3 STUCCO: MANUFACTURER: SENLAM I N MOORE SFECF I CATI ON: 21 2-70 COLOR: CWANTILL`' LACE/NHITE F-51 CLEAR GLASS OUARZ-� RA L I NO BOORS ANC III NZ�OV IS: MANUFACTURER: MAR\/IN COLLECTION: ULTIMATE COLOR: GUN METAL/GHARCOAL OARAOE DOORS/AOODEN FANELS FENCE MANUFACTURER: RANCH HOUSE DOORS COLLECTION: CAFE CODE COLOR: S525/V l TE F NTEF,) lNOOL-'� FASCIA E30ARD MANUFACTURER: 5ENLAM N 1100RE SPECIFICATION: -21- =70 COLOR: EM5ASS1r GREEN/GREY CONCRETE MALL CAP MANUFACTURER: PACF I C STONE COLLECTION: FACING COLOR: CONCRETF-/C:;,RF-Y C, T\ 3sl6 \ \ \ — — — _ TOP OF PLATE T-0" �\\\ 3 3'-0 \ \ w \ o W OL \ O- FINISHED GRADE o �? ARr,HITECTURAL STr`LE - CONTEMPORARY STYLF- PROPOSEG L1777LE"V"ATIONS 01 41 � RETAINING WALL \ I TOP OF PLATE 7f _ \ C 1 SEHIND RETAINING WALL \ M 0 z� RETAINING WALL (O M rik TOP OF PLATE qqv RETAINING WALL 0 N RETAINING WALL 0 v RETAINING WALL REVISIONS BY 00 00 C6 `° N • U LL N O N 0') M r n V I 00 00 U) O N M H Q M O Ax W ED Q� Ccc� '0 Oa U � U a 0 0 E E 4-0 U 0 z Q CD M W U� Wow z _O ~ � U > W LU J O Q 0 C r W Q 2 z O o 75 � O ^�^ N Da Scale Drawn 3/16" = 1'-0" Job Sheet A6.1 Of Sheets Packet Pg. 55 7.1.b COLOR AND MATERIAL KEY ROOF: C,ONORETE ROOF T L=ES ISY E3ORAL= ROOD N� �020R: I RON1�00�/OR�1' C,El�)AR21TE 600, 1�ODE2 202CL=5T75 00: ESR= 164T; CLASS A OVER -' IN FL-rrN00D AND TYFE #50 UNDERL A'rr ,IENT PAINTED STUr r O : I IANUFAr,TURER: E3EN JAMIN MOORS SPED I F I r,ATI ON: 2121=70 C,OLOR: OHANTI L L i` L AC EI MITE 151 CLEAR OL ASS OUARD RA L= I NO 141 DOORS AND ^1NDO^S: I IANUFAC,TURER: MARVIN C,022EOTION: ULTIMATE C,OLOR: OUN METAL/CHARCOAL 751 O R O DOORS/ OODEN PANELS FENOE I-IANUFAC,TURER: RANCID DOUSE DOORS G022EOTION: CAFE CODE DOLOR: a525/^H17E PAINT H ^OOD TASO I A E30ARD I IANUFAC,TURER: 5EN�JAMIN MOORS SPE(f,ITIC,ATION: 2121=70 C,OLOR: D1 5ASS`r GREEN/ORE` CONORF-TE VNAL=L= OAP I IANUFAC,TURER: PACF I O STONE C,OL=L EC,T1ON: FAGFIG C,OLOR: OONGRETE/ORE"r WEST = Lrl-��_---VATION ARGH TEOTURAL ST`"L E - OON7EI�PORAR1' ST1rL E PROPOSFF---) ELEVATIONS REVISIONS BY • (n 00 0) 00 �--+ C6 `° N .ULL M N 0 N U 00 V) N M H M O 06 T @ E @ @ c N cc @ 0 @ U % 3 U) U) +1 CD Q N0 @ U 0 z Q CD M W ULu Cn Z o WoF- > C/) U W W J W 0d 0 J p Q m W Cn Q = 0- > UO O o Q0 0 Date Scale 1/4" = 1'-0" Drawn Job Sheet A6.2 Of Sheets Packet Pg. 56 7.1.b / / / / / / / i / / I / / 1 / in M LL tu Q Q lu W LA 0 TOP OF FL, TOP OF FLATS TOF OF FLAT All L EAST ELEVATION ARG TEGTURAL ST1`LE _ GON7EMFORAR1' 571rLE PR0P0,c---:--,dEE EF::LEVATIONS L I I I I I I I I I i i I COLOR AND MATERIAL KEY 1-11 ROOT: C,ONC,RF-TE ROOF TILES 5�� E30RAL= ROOF I NO GOL=OR: GEZ�ARL<ITE 600, I-IOZ,)EL= 2GL GL<5TT5 IGG: ESR=164T; GLASS A OVER -1 IN FL-rNO0L--� AND TYKE #50 UNI�)ERL A"rr IENT 121 f=A I NTF-D MANUTAC,TURER: 5ENJAMIN MOORS Sf=EC,IFIC,ATION: 21-21=70 C,OLOR: C HANTI LL`` LAGS/ ICI TE 0 GLEAR OL ASS GUARD RAIL NC:;, DOORS AND NINDO^S: MANUFAC,TURER: I IARV I N r,OLLEC,7ION: ULTIMATE �OL=OR: OUN ME7AL</C HARGOALc F51 OARAOE DOORS/WOODEN PANELS FENCE MANUFAC,TURER: RANCH HOUSE BOORS C,OLLEr,7ON: rAf=E r0DE r,OLOR: 05=25/NHITE F&I f=A I NTED W00D FASC,I A E30ARD MANUFAC,TURER: 5ENJAMIN MOORS SFEC,IFIGATION: 2121=70 GOL=OR: EI15ASS"r GREEN/6RE1r It C,ONC,RETE WALL CAS MANUTAC,TURER: PAr I T I C, STONE �OLLEC,TION: FACI IC, ODOR: CONCRETE/ORE`` REVISIONS BY • (n 00 0) 00 �--+ C6 `° N .ULL (0 N O N 0') M r n V I 00 00 U) O N M H M O 06 T Eu E Q� C� N cc cc a U U) CD > 0 U 0 z Q CD M W U� Cn Z LO o Wok W W 1-- J W 7�; ry 0 J O Q m W Cn Q = 0- > UO O o Q0 0 Date Scale 1/4" = 1'-0" Drawn Job Sheet A6.3 Of Sheets Packet Pg. 57 7.1.b COLOR AND MATERIAL KEY F, I ROOF: C,0NC,RE7E ROOF TILES 5"r 50RAL ROOF I NO C,OLOR: RONV00:�/ORE1` C,EDARL I TE 600, 1-10Z,)EL 2CLCL5�=75 IC,C,: ESR=I64i; CLASS A OVER -;', IN AND 7Yf=F- #50 UNDERLA"r�IENT 121 FAINTED STUr�O: MANUFAC,fiURER: 5EN�IAMIN MOORS SFEC,IFI(,-ATION: -2121=-70 C,OLOR: r HAN7l LL`` LAGS/ H 7E CLEAR 0LASS GUARD RA I LNC;, SOUTH 'ALL -NATION ARGH EGTfi RAL ST"rLE - GONfiEMFORAR"r ST"rLE PROPOSED ELEVATIONS 01 41 "' -2a REVISIONS BY • 00 0) �--+ LO C� `° N CO U LL N N O O CO U) V O O co N CO � Q M O 0 O (6 E O f6 V cu (6 Oa U �� U) Q 0 0 E �-' U 0 z Q 0 M W ULu cn Z z0 W �F- J o') > Uw W w �Q 0 O m U) Q = z d- (-)00 o Q 04 Date Scale 3/16" = 1'-0" Drawn Job Sheet A6.4 Of Sheets Packet Pg. 58 7.1.b \ \ \ \ \ \ \ \ \ \ \ \ \ m- T-0" M BO N OUTLINE OF 5A I ROASE 5EHIND THE R TAININ6 WALLS NORTH ELEVATION —BEHINDSWAY WALL ARCHITECTURAL Sl \L E - CONTEMPORARY STYL F- NORTH GARA.-41LE ELEVAT10"N 2-1 NEURIA 1� 111111 1] 01 -21 61 14 \ F77 3' co CO i M N s_;U -i- GnPnc,�-L-variori COLOR AND MATERIAL KEY F-1 ROOT: OONC,RETE ROOF TILES 5Y 50RAL= ROOF I NO OOL=OR: I RON^OOD/(3REY OEDARL 7E 600, 1-IODELc 2�L=OL<5TT5 ESR=1647; OL ASS A OVER 2 IN FL-T'AOOD AND TYPE #50 UNDERL AY1 -IENT 121 FAINTED STUCCO: MANUFACTURER: 5EN, IAA N MOORE SPEC,I T I OATI ON: -2I 2=TO DOLOR: GHANTILLr LADE/NHITE OL=F-AR OL ASS GUARD RA L=IN6 F4 BOORSN:-,) K NZ,)O^S: "I MANUFACTURER: NIAR\/IN OOL=L=EOTION: ULTIMATE COLOR: OUN METAL/CHARCOAL 751 OARAr:,,E DOORS/OODEN PANELS FENOE MANUFAC,TURER: RANCH HOUSE DOORS OOL LF-r,TI ON: rAPF- r ODE DOLOR: a5=25/^HITS PAINT H ^OOD FASC,I A SOARD MANUFAC,TURER: E3EN-]AI-IIN 1�OORE SPEOIFIOATION: 21-21=70 DOLOR: E�,15ASSY GREEN/GREY If OONORETE VVAL=L= OAP 1�ANUFAC,TURER: PAC, I F I O STONE OOL=L=EOTION: PAGING OOL=OR: CONCRETE/C7RE1` \rill TOP OF PLATE O \ 0 w w A IY w 1L 1L RETAINING WALL rill TOP OF PLATE 141-1 TOP OF FLATS LL Lu 01 (V O 121 o — RETAINING WALL M RETAINING WALL REVISIONS BY • (n 00 0) 00 �--+ C6 `° N .ULL (0 N O N 0') M rn00 V I 00 V) N M H M O 06 T Eu i O @ C N cc @ O @ a U U) U) �--' > a 0 U 0 z Q CD M W U� Cn Z LO o Wok rj� Uw W J LU 0d 0 � J O Q o0 LU Cn Q — 0- > UO O o Q0 0 Date Scale 1/4" = 1'-0" Drawn Job Sheet A6.5 Of Sheets Packet Pg. 59 7.1.b 1 ROOF: OONORETE ROOF TILES 51" I30RAL ROOF I N6 DOLOR: RONAOOD OEL;)ARLITE 600, MODEL �OI=OI��TTS IOC,: ESR=I6,4T; GLASS A OVER -1 IN I=L-,`VOOD AND T'rFE #50 UNL-)ERLA"r LENT 6 FASO I A E30ARD FA I NT MANUTAOTURER: 5EN,�AMIN �IOORE SFEGIFIOATION: 5-2S DONOR: E�-15ASSY OREEN/GREY Embassy Green 1323 M STREET VEW 2 F NTED STUOOO: MANUFAOTURER: 5EN, IA N MOORE SPEC,I F I OAT I ON : 21-2I=-7O DOLOR: GHANTILLr LAGS Chantilly Lace (2121-70) C,ONORF-TE AALL GAFF I NO MANUFAOTURER: STONE SFEOIFIOATION: AC,-200 DOLOR: OONORETE F7 71 F-1 F� 5 r--;LASS RX LINO MANUFAOTURER SFEOIFIOATION: DOLOR: STEED L.A. RA1LIN,6S EXTERIOR L= rzH7INr-7 MANUFAOTURER: \/ISUAL �O�-IFORT GOLLEC,TION: TRADITIONAL DOLOR: GHAROOAL i 4 DOORS AND ill NDOAS: �IANUTAOTURER: MAR\/IN OOLLEGTION: ULTINIATF- DOLOR: 5UN �IETAIe/OHAROOAL 4 5 C:;,ARAOE DOORS MANUFAC,TURER: RANGH HOUSE DOORS GOLLEOTION: 0AFE OODE C,OLOR: a525/�NHI7E MEMMEMEM ctc: RANCH HOUSE Doo REVISIONS BY • 00 0)�j (A'1/ T 00 u') N M U LL N N O O M r n V I 00 00 U) O N M H M O 0 T @ E @ C N cc @ O @ a U U� U) C Q 0 a 0 U Q 0 CD M M 0 Iz Q O m J Q Iry W Q 73 0 Z Q w o v> Lu � Z O LL1 d� U LLI w J O Q m 0 Q = > UO o Qo _ 0 Date Scale Drawn Job Sheet A6.6 Of Sheets Packet Pg. 60 7.1.b The Ultimate Casement windows are the most versatile and innavative casement windaws ever produced. Ultimate GaSement styy os feature concealed multi -paint locks, a patented Wash Mode, and durable hardware that aperatoe smaathl� even at the largest sizes. MA RVI W Ultimate Direct Glaze Polygon) - 2x4 Frame with Stucco J = IV w� Ptlarne Cep jv,. !Sy €Inehlrg .Ca*nRI:AI:s a S arilenl x 3 I A13dr gd And Fbdi _11. owleftr Aid ,r O�rage PL� Amn SM 5�erfa4dfnefa�n Marml Paynarig , e Ncri-Gallr uvss Plasic Sped Sums rd Ulm P�iac :a ;b 6a x Dam Slakra d Lewd F vw Find i d4rer)V (6) ,11i nare Ckiririras SmrnIt Linder Shed ShIrn x 2 PSIs t[ae>" xM�JMdria�vae Wl;S Flags Owl PiehnR CanwLms wed Strrn onstructlron .Details :sea I F Loots Nil Flben km a r �L�a9Q14rtii�rYf"47 1i Q. Expirmcn roam -0 0 ftnakr Pkod 1 ki "nW F)[MMSal AL 1 cams I X, mceWf Imp na AdfLm1 cmenng t ARM W {1 3I clearance mil Tm head Ownb. NOTE: ErVineefe i water management stereo pmdact. See stucco ,,b manufacture for specific details required by water Ord sWem- :sea at RaLo Cpcnrig -Fmrne ,%zB - - enakw iRad Lowe 1Fil Fbargws ln&j cn crMnr„l Experaron tfoar l tJ �Iodif —Minamaal &WIrlill"1 L,,Wn in Jjfffid ,Jamb WINDOW AND" DOOR SPECIFICATION Dependable Ultimate Sliding ratio doors are, created for smooth operation, performance, and amazing durabHit�. Our tau9h Ultrex fiberglass Sill withstands traffic and Seaeanal chanece, cantributinp to both the door's enerey efficiency and incredibly Smooth operation. The cantemporor� S inch Stiles and rails maximize dour view, while the two -point lack 5yetem enhances performance. INTERIOR A IN � EXTERIOR Egress and Vent Opening Measurements Casement and Awning Head Jamb arid Sill Awning Vent Opening Modern Casement and Awning I dear C=yen -i- �- Nklth~ Casement Jambs SLIDING PATIO DOOR CONSTRUCTION DETAILS 114! 112... I J u 0 LL . r 1 I - CLAD HEAD FMB AND SILL WITH ULTIMATE TOP HUNG SCREEN ( ) Frame Size aI t 23,11 ' C LAC) JAMB XI f 6 REVISIONS BY • 00 0) �--+ 00 U') N (0 U LL N N O 0') rn V I 00 00 U) O N M H M O 06 T @ E O @ c N cc @ O @ a U • _ U) CD N 0 @ U Q 0 CD M M Z _O Q U LL W U w LLJ U) z i � I > C9 O L.IQ .J Q J W U Z � 2i t Q LU O co co 0 O Z � UO — o o Q 0 Date Scale Drawn Job Sheet A6.7 Of Sheets Packet Pg. 61 7.1.b COLOR AND MATERIAL KEY F, I ROOF: GONGRETE ROOF TILES 5Y BORAL ROOF I NO GOLOR: RONI�lOO�/CRY GF=�ARL I TE 600, MODEL 2GL GL=5TTS C'C': ESR-I64T; CLASS A OVER 1 IN PL=`I HOOD AND TYFE #50 UNDERLA``MENT F2] FAINT=) STU��O: MANUFAC,TURER: 5ENJAMIN MOORS SFEC,IFI�ATION: 2121=70 GOL=OR: GHANTIL=L=`" L=AGE/^H TE 1-51 CLEAR 6;LASS GUARD RAIL NCS, 141 DOORS AND NINDONS: MANUTAC,TURER: MARV I N C,OL=L=EC,TION: ULTIMATE C,OLOR: SUN METAL/CHARCOAL 151 OARAOE DOORS/ OODEN PANELS FENr E MANUTAC,TURER: RANGH DOUSE DOORS C,OL=L EC,7ON: CAFE CODE C,OL=OR: #a525/NHITE 161 PAINTED ^OOD FASC,I A 50ARD MANUTA(�,TURER: 5ENJAMIN MOORS SPF-C,IFIC,ATION: -2121=70 DOLOR: EM5ASS`" GREEN/ORE`` F-11 CONCRETE NAL=L= CAP MANUFAC,TURER: PAC I F I C, STONE C,OL=L EC,7ON: C,OL=OR: CONCRETE/C:;,RE� COLORED ELEVATIONS ARGW TEGTURAL= ST"rL E - CONTEMPORAR"r STYLE REVISIONS BY • (n 00 0) �--+ 00 C6 `° N (0 .ULL N N 0 0') U 00 00 V) N M H Q M O 06 T @ E O C� N cc @ 0 @ a U > r- U) U) CD CD Q �a 0 0 U Q 0 z CD M W ULu Z z W0� 0 J Q � W � U LU �m W W O0 0 W Iz Q = z O > U O 0 N Q U W 0 Date Scale Drawn Job Sheet A6.8 Of Sheets Packet Pg. 62 6 'All 3 IAC , lz 4%g� jr6 VWV At kWh "N"'A J4 WIN lii IJI�Nf , : , MINE all �.rnrun om Ell w FIXED DOOR TYPES ILI > FIXED - ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION. DOOR SCHEDULE MANUFACTURERS TO SUPPLY CERTIFICATE OF COMPLIANCE TO THE OWNER. SIZE STYLE MATERIAL FINISH ACCESSORIES NOTES + BRAND: WIDTH HEIGHT THICKNESS TYPE LITES FRAME BODY GLASS INTERIOR EXTERIOR SCREEN O 6'-0" 8'-0" 1 3/4" SWINGING 'A' 2 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD. FRONT YARD DOOR O 9'-0" 8'-0" 1 3/4" ROLL -UP 'B' 4 WOOD CLEAR/TEMPERED PAINTED ALUM. CLAD. GARAGE DOOR ENTRY DOOR DINING/MASTER BEDROOM /BEDROOM 3,4/ PLAY ROOM BEDROOM 1 O 6'-0" 8'-0" 1 3/4" 8'-0" 1 3/4" 8'-0" 1 3/4" SWINGING 'C' SLIDING 'D' SLIDING 'F' 2 ALUM. CLAD ALUM. CLAD ALUM. CLAD CLEAR/TEMPERED CLEAR/TEMPERED CLEAR/TEMPERED PAINTED ALUM. CLAD. ALUM. CLAD. ALUM. CLAD. SCREEN O 7'-10" 2 PAINTED O 10'-6" 3 PAINTED SCREEN O 2'-8" 8'-0" 1 3/4" SWINGING 'H' 1 ALUM. CLAD PAINTED _ INTERIOR DOOR (D 2'-8" 8'-0" 1 3/4" SLIDING 1 ALUM. CLAD PAINTED _ INTERIOR DOOR POCKET "I" HOOK .`3 C H L D U L EE G DOORJAMB 0JT5 1 7,)E CAULKING SIDING EXTERIOR TILE/CONC. SETTING BED O CONCRETE SLAB STUD WALL iTER SKIMOOAT DOOR BOTTOM RAIL INSIDE -WOOD THRESHOLD -FINISHED FLOOR SUBFLOOR a . 24 GA COUNTER FLASHING d a END BLOCKING DOOR SILL 26 6A FLASHING STONE VENEER FINISH STONE VENEER PLYWOOD SHEATHING BUILDING PAPER FLA5H I N6 OU751 DE: WINDOW HEAD IN5I1:,-)E WINDOW JAMB 1 STONE VENEER PLYWOOD SHEATHING BUILDING PAPER WINDOW SILL _ASTER SKIMOOAT INSULATION STUD WALL G.W.B. HEADER SHIMS INS=_ cT�.ic . ic�iccR 'APER SOD SHEATHING JLATI ON N.B. 5K MOOAT ISIDE WINDOW SILL SHIM TRIMMERS STUD WALL INSULATION C.W.B. FULL Va" SKIM GOAT REVISIONS BY 1 • • 1 1 V J °D rn ^, W (0 00 u,) N .UILL (0 N 0 N 0') ^00 V' 00 u� ^ V) � N M M O 06 rn m E o m m c m cc m 0 a U • > N _ � U) CD Q 0 E }, U 0 z �Q CD M O U ' °,2, h �`S'TgTE OF GPI. � W LO U "' Z N LILI W > U co LLJ Cn W W Q Lu = w wU)0 n Q�� >�a 0 0 —mow Y 000 N J Date Scale Drawn Job Sheet A8.1 Of Sheets Packet Pg. 64 7.1.b 0 P WINDOW TYPES O j 0 N 3 V S K 0 L J\ M NOTES: WINDOW SCHEDULE: -ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTURERS TO SUPPLY CERTIFICATE OF COMPLIANCE TO THE OWNER. -ALL WINDOWS TO HAVE U-FACTOR OF 0.70 AND GREATER. -THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTME 1300. -THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. SIZE STYLE MATERIALS FINISH ACCESSORIES U-FACTOR SGHC NOTES + BRAND: WIDTH HEIGHT TYPE OPERATION SASH LITES FRAMES / SASH GLASS INTERIOR EXTERIOR SCREEN O 4'-8" 8'-0 " 'A' FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 6'-0" 4'-6" 'B' FIXED CASEMENT 2 2 ALUM. CLAD ALUM. CLAD CLEAR/TEMPERED CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 2'-8" 5'-0" 'C' 1 1 PAINTED ALUM. CLAD SCREEN 0.29 0.67 O 3'-8" 5'-0" 'D' FIXED 2 2 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 3'-8" 8'-0" 'E' FIXED FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 3'-8" 2'-6" 'F' 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 3'-8" 3'-5" 'G' FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 3'-8" 4'-5" 'H' FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 3'-8" 5'-5" 'I' FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD 0.29 0.67 O 3'-8" 6'-4" 'J' FIXED 1 1 ALUM. CLAD ALUM. CLAD CLEAR/TEMPERED CLEAR/TEMPERED PAINTED PAINTED ALUM. CLAD 0.29 0.29 0.67 0.67 O 3'-8" 6'-4" 'K' FIXED 1 1 ALUM. CLAD 0 7'-11" 5'-0" �Ll SIDE CASEMENTS 3 3 . ALUMCLAD CLEAR/TEMPERED PAINTED ALUM. CLAD SCREEN 0.29 0.67 CENTER FIXED O 2'-8" 2'-8" 'M' CASEMENT 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD SCREEN 0.29 0.67 O 3'-8" 8'-011 'M' FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED PAINTED ALUM. CLAD SCREEN 0.29 0.67 O 3'-8" 9'-0" 'O' FIXED 1 1 ALUM. CLAD CLEAR/TEMPERED CLEAR/TEMPERED PAINTED ALUM. CLAD SCREEN 0.29 0.67 O 3'-8" 9'-11" 'P' FIXED 1 1 ALUM. CLAD PAINTED ALUM. CLAD SCREEN 0.29 0.67 WIND Ow SCHEDULE INSULATION PLYWOOD SHEATHING WATERPROOF MEMBRANE WOODTONE RUSTIGSERIES ALLURA LAP SIDING COLOR: WARM ESPRESSO WOOD TRIM DRIP EDGE OUTSIDE DOOR HEAD CAULKING STUCCO � EXTERIOR TILE/GONG. SETTING BED - CONCRETE SLAB DOOR SILL BLOCKING DOOR JAMB --- LAP SIDING FINISH STUD WALL PLASTER SKIMCOAT G.W.B. HEADER INTERIOR CASING BLOCKING DOOR HEAD DE DOOR BOTTOM RAIL I N51 DE WOOD THRE5HOLD FINISHED FLOOR SUBFLOOR 24 GA COUNTER FLASHING END BLOCKING 26 OA FLASHING INTERIOR CASING TRIMMERS CASTER SKIMCOAT G.W.B. F -STUD WALL INSULATION PLYWOOD SHEATHING WATERPROOF MEMBRANE WOODTONE RUSTIGSERIES ALLURA LAP SIDING COLOR: WARM ESPRESSO WOOD TRIM DRIP EDGE OUT51 DE WINDOW HEAD_ WINDOW SILL WOOD SILL INSULATION PLYWOOD SHEATHING WATERPROOF MEMBRANE WOODTONE RUSTIGSERIES ALLURA LAP SIDING COLOR: WARM ESPRESSO WINDOW SILL BLOCKING DOOR JAMB --- STUD WALL PLASTER SKIMGOAT G.W.B. HEADER INTERIOR CASING BLOCKING WINDOW HEAD NS I DE INTERIOR CASING BLOCKING 5KIMCOAT STUD WALL INSULATION G.W.B. INTERIOR CASING TRIMMERS IPLASTER SKIMCOAT G.W.B. F-57UD WALL INSULATION OEATHING INSULATION WOODTO�EDRUSITI SG ERIES J �` WOODTO�EDRUSITI SG ERIES J ` PLYWOODT L ALLURA LAP SIDING WATERPROOF MEMBRANE ALLURA LAP SIDING WATERPROOF MEMBRANE COLOR: WARM ESPRESSO COLOR: WARM ESPRESSO DOORJAMB ( l WINDOW JAMB REVISIONS BY 00 00 O 00 ca 00 N `° .ULL M N O N M °' rn V I � U O N M M O 0 T @ E O � m ca@ Om U Q � ^� W 0 U L 0 ° CD M O U h 4�gs �STgTE OF GPI. W N U "' z (N m ui W >ULu C) U) � Q o W ww 2 Q U W cn O QQ 0 ry ti W Y >Z W 00 N J Date Scale Drawn Job Sheet A8.2 Of Sheets Packet Pg. 65 CUT AND FILL MAP I 7.1.b I \ 1 1 1 I I 1 I \ I I I I I I '`D n, r9 V I 1 \ \ 1 1 \ 1 I TOTAL CUT AREA: 1,550 SF TOTAL FILL AREA: 5,844 SF TOTAL CUT: 341.5 CY TOTAL FILL: 681.5 CY EARTHWORK QUANTITY CUT: 341.5 C-Y FILL: 681.5 C-Y IMPORT: 340 C,Y I � � l� w� \ 1 1 1 \ 1 I \ I 1 1 I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I III I I I 1 I \ I I I I I I I I I I I I I I I I I III I I I I I \ I I I I I I I 11 1 1 I I I I I I I 11 1 \\ I I I I I I I I 111 \\ I I \ \ I I I I III \\ 11 \ I I I I I I 1 1 1 1 1 1 \ \ \ \ 1 I I ► 111 11 \ \ I \ I I I I \\\ I\ �- \ I \ 1 \ I I I \ \ II \ \ GRADING CUT ................ GRADING FILLEmommommommommom11 ' r'9 �6 1 i � 6 OAD i •9s 1--- T I 18-7 35 ti !y E2 89 2�7 `• 85, °' N o �p L pBpS �X N 3' E2 N 70.37212" W T 199.80' E2 KEY MAP Packet Pg. 66 I 7.1.b I CONCEPTUAL GRADING PLAN � k\ 1a'7 3b, ti 3 E 2 2p� 00 ROM a�s 0)N o Rj0 y0B05 In 3 1 Il J lI c — — 1 v � E2 N 70°37' 12" W 3' 199.80' E2 F KEY MAP CONSTRUCTION NOTES: RECONSTRUCT DRIVEWAY APPROACH PER SPPWC STD. 110-2 FGC 42.93 O CONSTRUCT SIDEWALK PER SPPWC STD. 113-2 CONSTRUCT 18"X18" CONCRETE CATCH BASIN INSTALL 6" NDS ROUND GRATE PER DETAIL ON SHEET 2 \\\\ \ \\\ \\\\ \\ \\\ \\\ \ \\ \ \ — \ \ \\ \ \\ \ \ \ \ \� \ \ \ \ \\ \\\ \ \\\\ \ \ \\\ \ \ \ \ 05 CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN \ \\\ \\\ \\\ \\\\\ \ \ \\\ \\\ \\\\ \ \ \\ \ \ \ \ %` � \ \\ \ \ \ \ \\\\ \ \\ \\\ \ \ \\\ © INSTALL 4" PVC DRAINAGE PIPE INSTALL 6" PVC DRAINAGE PIPE \ \ \ \ \\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® PROPOSED RIP -RAP PER DETAIL ON SHEET 2 \ \ \ \\ \\ \ \\ \\ \\ \ \\\\ \\ \ \ \\\\ \\ \ ?8S 09 PROPOSE TRENCH DRAIN INSTALL 12 X12 NDS CATCH BASIN CONSTRUCT CURB & GUTTER PER SPPWC STD. 120-3 FG(942.23)/ V \ � \ \\ \ \ \ \ \ \\\\\\\ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \\\ \\ \\\ \ \ \\\\ \\ \\\ \\\ \ Ala Obos Rd Ria Lobos Rd Rib Lobos Rd 7. 'P o h 3 5 a, v � Gli{ pi 91 fRLH Construction a December Shoes m Crand v F .5 chso1� ra or"" , Gfa 14t VICINITY MAP APN: 8717-026-038 LEGEND: ABBREVIATIONS: (527.63)......... EXISTING ELEVATION CBW......... CONC. BLOCK WALL 520.00............ PROPOSED ELEVATION C&G......... CURB AND GUTTER --(530) ............ EXISTING CONTOUR D/A........... DRIVEWAY APRON �� "'" EX. DRAINAGE PATTERN DWY......... EP............ DRIVEWAY EDISON POLE .....PROPOSED STRUCTURE EX............ EXISTING ®® —.....PROPOSED WALL FH............ FIRE HYDRANT SW.................SIDE WALK FL............ FLOW LINE ELEVATION ..................LIGHT GM.......... GAS METER LINE MH.......... MAN HOLE — — .....CENTER SMH........ S/W......... SEWER MANHOLE SIDEWALK 4 .....CONSTRUCTION PROPERTY LINE NOTES SD........... STORM DRAIN GRAVELBAG LINE TBR........ TO BE REMOVED TC........... WF.......... TOP OF CURB ELEVATION WOODEN FENCE. ....PROP. LANDSCAPE WV.......... DF........... WATER VALVE DEEPEND FOOTING .....PROP. CONCRETE FS........... FINISH SURFACE FG........... FINISH GRADE .....DEEPENED FOOTING TW........... TOP OF WALL C =2\ H=2' \ \ \ \\ \ \\ \\ \\ \\ \\ \\\ \ \\\ \� \ FG(942.20) / \ \\\\ \ \ \ \ \ \ \\\ \ \ \ \ \\\ \\ \ \ \ \ I\V899\9 \ \ \\ W 4.50 TW904 50 \ \ \ \ \\\\ \ \\ \\ \ \ \\ \\ \\ \S� TE R ��`A\ \\ \ G,�"- \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ 0 ,00-- G904.00 \ \ \ \\ \ \ \\\ \ \ \\ \ B LD l / TRU N'OT 4 � � �J \ \\ - \ \ \ \\ \ \ �G91 170 \ T2Oo \c\ \��\ �' / \ \ \\ \ \ \ \\ \ \ \ T 191�00\\ \ \\ HW907.00 TW90L5,50 H \\\\\ �\ 1 ,0 \ 1 5,3 Gi55�0 \ 9�6, \�\ \�\�O N \ \ \ \ \ \\ \\ \ \ \ \\ \ \ \ F ( 0,\As \ \ FG909.00\ �I \ \ r\ \ � \ F 05, \ \ 1`W7, \ \\ \ \\s \ \\ 9 5. ��—\\\ \ \ FG(941,15) \ \ \ \\ \\ \ \ \\ \\\\ \\ \ \ \\ \\ \ \\\\ \ \ \ TG9 F6910,50 \ TG91 , � \ F �1,5\ \ INV891.60 \ \ �� N 90 .0 S 4 910�Z0 � \ 0 0 \ \ \ \ \ \ \\ 11.21 \ \ \ \ \ \ \\ \\\\ \ \ \ \ \ \ \\\ \ \ IN 909, \ \ \ T 8 0\�7\ TW9 \ \ \ \\ \ \ \ \\\ \\\ \ \ \ INV89L51 \ (898,5 F 0 F 2 25 \ 7 / TW 6, 0 \ \ 9 \ \ \ \ \\ . . F 9 9, 7\ A \ \ \ \ \ \ \\\ \\\ \\ C891,35) \\ \ - \ - - - \ 6,35 6 G936, . F Kw) AO) -3. 5 I 909,70 6 J 06,50 TW939, \\\ FS9 9,05 1 I `� \ \ \ \ \\ \\� \ \ \\�V\ \ \ �\� \ \ \ ♦ \ \ ) J U JC 1 FS(9 0,8 )IHI'F\VINI 1\1I'Ti W I \\\ \ \ \ \\\ \\ \ \ \ I ♦ \ l H 5, vH=12' F \ - \ I I I I I \ \ \ \\\ \ \\\\ \\\\ \ \\\\ I ♦ 7)1 �I I I \ 0 FG 90 1.3 I I \ \ \ \ \ \\ \\\\ \\\ \ \ \ \\ \ I 1 � 00 Iv m 1 �\ G(9 0) UNDER DECK 1 III \ \ \\ \ \\\ \\\\ \ \ I \ \ \ \ � \ ♦ 1 0 I 0 � I � \, � ` I' \T 92�,67 TG934, 0 6 N� 9 3, 0 y I \ \ \ \\ \\\\ \\\\ \ \ \ \ \ \\ \ \ ♦ I \ \ J ( - ' D K MIDDLE LEVEL \FS921, 7 4 I 0 \ FF=922.00 NV 34 05 S I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ �\ l L❑WE LEVE I \ T 934,8 FF-91100 I \ \ I \ \ \ \ \ \ \ \ \ \ ♦ 5 I PAD=910.33 5 I NV9 2 I \\ \ \ \ \ �\ \ \ \\ \\\ \\\ \\ \ \ \\ 11 ♦ 5 1 \ I I 1 FS I I \ \ \ \ \ \ V \�\ \ \ \ \ A ♦ I I - l FS911,00 TW895.00 ® I I 1 0 0 I \ \ II I I I 0 I�9 5 \ I I II) \ \ I I I 1 I EFG(893.00) UPPER L\ 1 FF=933,00 I 1\ I \ \ \\I,JF F 9 .52 INV891.80 9 05% 0 NER�GIE\ 0 FG906PAD 3.3FG894.5 79 FG 0250 FS911.00 I I I i, I I I I \ G N 9 3,75 H=2,3' 7 I FG8 8,5 1 / I I I 1 I III \.1 cn FG 909.00) I I I W 3 .4 TW89 ,00 \ \ \ I I \ \ \ \ \ \ I \ 1 1 \ o \ F 0 I I IH 5, F 9 0, 0 FG(892,70) 1 F389 ,50 I I I I 1INV891'3C F90 5 — -- — \11 \ SURVEYOR CAL LAND ENGINEERING, INC. 574 E. LAMBERT ROAD, BREA, CA 92821 TEL.: (714) 671-1050 JACK LEE, R.C.E., G.E. CIVIL ENGINEER CAL LAND ENGINEERING, INC. 574 E. LAMBERT ROAD, BREA, CA 92821 TEL.: (714) 671-1050 JACK LEE, R.C.E., G.E. BENCHMARK COUNTY BENCHMARK NO. FG5668 L&BR S. CB GRAND AVE & C/L PROD OF CAHILL PL ELEVATION: 889.725' (NAVD 1988) BASIS OF BEARING CENTERLINE OF RIO LOBOS ROAD N 87'22'09" W AS PER TRACT NO. 37873, M.B. 978-3-5 TW939,00 H=3�5,' FS93 . 2:/ l \ I I i 1' \\, / �� 1 2 � \VV�I� FG894,5 6 W8 9.0 l FG902,50 199.80 I III I I F68 6.0 \ 1 I 3 E2 5 I I E I FGC895,00) TG8 5,0 \ V84,06D \ \ 1 I I I I 4, 3 I \ H=�3,5\' \ \\ I I I I I I I I I I I I TW � EARTHWORK QUANTITY CUT. 341.5 C.Y FILL: 681.5 C.Y IMPORT: 340 C.Y 0 10 20 ( IN FEET ) 1 inch = 10 ft. w 40870 m m # Exp.3-31-25 # CIVIL / EASEMENT NOTE EASEMENT NOTES: E1 EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES PURPOSES PER BK. 4744, PG. 281, OF OFFICIAL RECORDS. E2 EASEMENT TO GENERAL TELEPHONE COMPANY OF CALIFORNIA FOR PUBLIC UTILITIES PURPOSES PER BK. 4744, PG. 281, OF OFFICIAL RECORDS. C�l,1�N� �NCIN� L-ftIIdG 10 GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE INSERT TEXT HERE SOIL ENGINEER OQ g ❑ ENGINEER GEOLOGIST 574 E. LAMBERT ROAD, BREA, CA 92821 TEL: (71 4) 671 —1 050 FAX: (71 4) 671 —1090 \S /FS(938.93) IQ ki jov( 0.9 \ O >7 FL937.44 19 3 4.75' 2 /. 2 9 FL936,49 \ WSJ\ 63.5' y \ 9 ('9 T II \ \ �` Cr \ °J \ PUBLIC WORKS DEPARTMENT T Y O F D I A M O N D B A R STATE OF CALIFORNIA DAVID G. LIU, P.E. CITY ENGINEER RICE 44053 DATE PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: INSERT CONSULTANT INFORMATION INSERT ADDRESS ITEL: (xxx) xxx—xxxx FAX: (xxx) xxx—xxxx RCE DATE RCERCE DATEINAME RCE DATERCE DATE GRADING AND DRAINAGE PLAN LEGAL DESCRIPTION LOT 15 OF TRACT NO. 37873, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA. AS PER MAP RECORDED IN BOOK 978, PAGES 3 TO 5, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN. 8717-026-038 PROPERTY SIZE: 31,990.00 S.F. (0.734 ACRES) (GROSS) 22,496.50 S.F. (0.516 ACRES) (NET) OWNER: RICKY LINN TEL (213) 271-4424 SITE ADDRESS: 1200 Chieolm Trail Drive DIAMOND BAR, CA 91765 DRAWN BY 14H CHECKED BY JL SCALE: 1"=10' DRAWING NO ------- SHEET L OF 2 Packet Pg. 67 7.1.b SURVEYOR'S NOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS GIVEN AS THE BEST PRESENT KNOWLEDGE AND PERFORMED WITHIN GENERALLY ACCEPTED ENGINEERING PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. 2. ESTABLISHMENT OF CONTOUR: CONTOURING IS THE GRAPHICAL REPRESENTATION OF CONSTANT ELEVATION LINES THAT ARE INTERPOLATED OR EXTRAPOLATED BETWEEN ACTUAL FIELD MEASURED ELEVATIONS OR MAP ELEVATIONS, AND SHOULD NOT BE INTERPRETED AS PRECISE GROUND CONDITIONS, ONLY AN INFINITE NUMBER OF FIELD MEASUREMENTS WOULD REPRESENT SUCH PRECISE CONDITIONS, WHICH OBVIOUSLY ARE NOT POSSIBLE. THE NUMBER OF SUCH FIELD MEASUREMENTS ARE THEREFORE LIMITED TO THE SCOPE AND INTENT OF THE RESULTING MAP. 3. THE BEARINGS/DIMENSIONS OF THE MAP IS PREPARED BASED ON THE RECORD DATA. 4. THE SURVEY IS PREPARED FOR ARCHITECTURAL/LANDSCAPING PURPOSE. 5. EASEMENTS ARE PLOTTED PER PRELIMINARY TITLE REPORT ORDER NO. 112121178JM, DATED 04-30-2021. SLOPE DENSITY ANALYSIS LEGAL DESCRIPTION: LOT 15 OF TRACT NO. 37873, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 978, PAGES 3 TO 5, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 8717-026-038 PROPERTY SIZE: 33,316.83 S.F. (0.765 ACRES) (GROSS) 22,487.03 S.F. (0.516 ACRES) (NET) EASEMENT NOTES: E1 EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES PURPOSES PER BK. 4744, PG. 281, OF OFFICIAL RECORDS. E2 EASEMENT TO GENERAL TELEPHONE COMPANY OF CALIFORNIA FOR PUBLIC UTILITIES PURPOSES PER BK. 4744, PG. 281, OF OFFICIAL RECORDS. BENCHMARK: COUNTY BENCHMARK NO. FG5668 L&BR S. CB GRAND AVE & C/L PROD OF CAHILL PL ELEVATION: 889.725' (NAVD 1988) BASIS OF BEARING: CENTERLINE OF RIO LOBOS ROAD N 87°22'09" W AS PER TRACT NO. 37873, M.B. 978-3-5 ------ - -- --- � Slopes Table Lot Area 33,316.83 S.F. (0.765 ACRES) Number Minimum Slope Maximum Slope Legend Area (S.F.) 1 0.00% 10.00% 1043.44 2 10.00% 25.00% 461 1.13 3 25.00% 40.00% VO-0- 7414.02 4 40.00% 50.00% 5441.30 5 50.00% - 14806.94 LAND GO o_ FRANCIS K. LIN No. 9645 ��9TF OF C • ELEVATION OF CONTOUR(FEET) LENGTH OF CONTOUR(FEET) 835 3.21 836 6.24 837 9.05 838 12.88 839 18.28 840 22.75 841 27.20 842 30.86 843 38.48 844 42.91 845 47.46 846 53.18 847 60.80 848 67.14 849 71.50 850 74.92 851 77.97 852 81.11 853 97.37 854 109.38 855 113.29 856 116.62 857 118.61 858 120.25 859 121.60 860 123.78 861 127.54 862 130.20 863 131.98 864 133.55 865 135.23 866 137.26 867 139.56 868 141.74 869 143.61 870 145.53 871 145.99 872 146.06 873 146.21 874 146.80 875 147.49 876 148.15 877 148.90 878 149.57 879 150.52 880 153.12 881 157.10 882 157.43 883 156.85 884 159.18 885 159.12 886 156.85 887 156.69 888 156.83 889 157.30 890 158.03 891 161.14 892 175.59 893 178.40 894 178.79 895 179.23 896 181.43 897 182.59 898 183.37 899 184.60 900 185.87 901 187.03 902 185.61 903 185.72 904 186.46 905 184.89 906 185.90 907 187.33 908 188.55 909 190.35 910 195.29 911 205.41 912 202.24 913 201.56 914 202.37 915 202.63 916 203.40 917 204.48 918 205.01 919 204.35 920 204.90 921 202.71 922 199.07 923 194.43 924 194.53 925 190.32 926 186.92 927 184.06 928 182.17 929 180.38 930 178.48 931 176.27 932 174.37 933 173.17 934 172.37 935 171.78 936 170.28 937 151.13 938 142.55 939 137.37 940 133.68 941 101.69 942 66.94 TOTAL LENGTH 15460.41 AVERAGE SLOPE: AREA (A): 33316.83 S.F. (0.765 ACRES) CONTOUR INTERVAL (1): 1 FOOT SUMMATION OF LENGTH OF ALL CONTOURS (L): 15460.41 FEET AVERAGE SLOPE: 0.002296 (1 X L) / A 0.002296 (1 X 15460.41) / 0.765 = 46.40% O O u C N m N cfl rn Q � Ld m Q w O O �T Q O O LO O � I � � w m n cfl o p _j Uj RELEASED QF--\iicir)NS 0 L z E O 5 � � i Q Q U U U 44-- i J O M 4-0 O U Uj O O Co > i5 DRAWN: RC CHECKED: JY DATE: 06-12-2023 JOB NO.: 22-001-003 SCALE: FILE NAME: Rio Lobos 22801 _Slope.dwq smi SHEET 1 OF 1 SHT. Packet Pg. 68 7.1.b 3'-811 4' 4" 9 8'-4" 9'-7" 8'-9" 10'-511 1A11'-10 0 Al TREES, E \ OAK TREES, SC -0? �3' K 34'-711- 14'-4" � co91 2'7 ill co Ii------ ------------------------------------- -------------------- op I i i i i i i i- ai I ICI �I i i I i I I I i i T I I I I%, Ir-------------------------- I i i i i l <<11 111 I -- - - - --- - - - - -- -- - - -- - - _� 111111111�11111111111111111111111111 11 111111111111111111111111111 l 1, l�' I I 111 11111 1111111 11�T�11 i I 111 11� I I 111111111111111111111111111111111 i i 11111111 1111111 I 1 111111111111111111 111111 I 11 I .11 1111111111111111111111111111111111 I i � 11 1111111111111111111111111111111111111 I 111 I 1 11111111111111111111111111111111 - I1 1111 111111 111111 11 I I N 1111 1111111111111111111111111111111111111 ' _ o SLOP 2% S E 11 11111111111111111111111111111)ll ��-1 I 11111 11111 11111 = 111 I 111 111111111111111111111111111111111 - 1 111111111 111111111 11111111 �_ (N) M TER D K (N) CK 11 111111111111111111111111111111111111 �� �� 9 .8 I 0.8 ' 11 1111111 1111111 11111 FIN CK N DEC 11 11111111111111111111111111111111111 L ATI I EL AT N � � 111 111 111111 111111 1 , \\, I 1 111111111111 1111111111 111 � i 1111111111111111111111111111111; I 11111111111 11111111 111 P � 7' or 191-511 J. I � I 10'-6" i ' 23'-1" i 1 Mir 17'-6" GRAVEL AND BOULDERS 1000, GRAVEL s U MILL!':6%)TONE WATER FEATURE 1 GRAVEL I MM00121111OR ti GROUN COVE 2' / 7'-4" / / / / / / / / J / / / / / / / / / / O /ULDERS ' GROUND COVER / / / / iff,01= ��016A�Iwlm N ti 31'- GRAVEL AND BOULDERS o = GRAVEL j GRAVEL MILLSTONE GROUN WATER FEATURE COVE O TE P S I I �uu- / 7'-4" RL LDERS BOULDE 11GROUND COVER GRAVEL Efl NEW 1T WIDE CONCRETE DRIVEWAY YARD PL (I 0 4 8 16 1/8" = 1'0" NORTH SCALE: 1/8" = 1'0" z L7 a 6w M a ro 44: W co Q ; V G z N Lu rn Vt q co co z Q IL 0 Q W _L EL Q U Q LLJ 0 QQ LL1 U U zy:� Lu -j Q 0 m �c/)o LLJ=z U 0 z o Z: zoQ � N 0 11. 20.23 DRAWN BY NCR SCALE 5/16"=1' PROJECT NO. R121-25 SHEET No. L2 . I Packet Pg. 70 7.1.b RESIDENCE AT CHISOLM TRAIL DRIVE PLANTS BY NAME ti s Acacia chinchilla Chinchilla Wattle Agave Blue Glow' Agave attenuate Ray of Light' Anigozanthos Red Cross' Blue Glow Agave Ray of Light Agave Red Cross Kangaroo Paws Echeveria Afterglow' Afterglow Echeveria Echeverla 'Giant Blue' Echeveria 'Perle Von Nurnberg' Echeverla 'Ruffles' Giant Blue Echeveria Echeveria 'Perle Von Nurnberg' Ruffles Echeveria } 4 i • Ardostaphylos 'Sunset' Sunset Bush Manzanita Carex testacea Ceanothusgriseus var. horizontalis Chilopsis linearis 'Burgundy' Orange or Brown Sedge Carmel Creeper Ceanothus Burgundy Desert Willow Echeveria agavoides 'Lipstick' Echinocactus grusonii Eriogonum grande v. rubescens Festuca glauca Elii/•ah Blue' Lipstick Echeveria Golden Barrel Cactus San Miguel Island Buckwheat Elijah Blue Fescue a ATH LIGHTS A lk Salvia aplana White Sage Salvia pachyphlla Sedum Angelina s Teacup' Sedum nussbaumenanum Blue Flame Giant Purple Sage Angelina's Teacup Stonecrop Orange Stonecrop Muhlenbergia rigens Deer Grass Penstemon het, 'Margarita B.O.P. " Quercus agrifolia Salvia 'Celestial Blue' Margarita Bop Foothill Penstemon Coast Live Oak Celestial Blue Sagelaw i' k �( I �r�i •R ��7Y K S a ' � f �Y r ' _ L4 r • r..� - { r IF Senecio serpens Dwarf SenecioON _ �— rr�am�•• _ t r ti f )It k lit l� ti LAND A PLANTS CABLE AILING L � _ •� r� i IF Ira LJ III M1 1 y r � � � � �•' - + IP 41 �7. IL hO +T ti 1 q •' 1 f F - - ' S hL �r I F r XV IL r .k h ti �'�- ter' 2''1'-T; LJL-+ �.� . ���• '�� ��� �� � � - � �� — •ti r - � - 'ram- ,. -'� � -117 em OL �. �~ r , _ ♦ JF , . 77 LL 1 �.� •� zf; A. _. . 'ter _ J -• .r_ m.ii i l i+ ■{y am r - r i i . ` ■ - 71. r VL�' L' ' ' ' qr ' •. r _ �•.: m — + _ - _ ■ L r . - - ..-zk zip{ •. - ■ ; L .. r Ap—mr3-1_�� fir• �i r r i'r� ,_.. 1 ■ ■ r } ■ _ ■ r + ' . " •_ r L ' •� ti ' -1 _ %�- L --,' J� r- ' ram • -� - '- T 1 L V Y 4 _ ' ? 7 - ■ - 1 •� i- ' - +•� _ " J ++ � r - s i 7 y • _ r + ■ a' ' -P� 1 i F � T � r - `^ 9� Ji `� rr 4r _ • 1 ti L r1 ' , . r of k- 4�LJ4--, P1 �F Air + _ r f dl dr .1p IL AM Tf I- - • iF # ,� • . `- - + •'WA +ice'. {; •} - _ , •' - RP t ; IR i Corr 1 +F A RAIN A FOUNTAIN CONCR T AV RS GRAV L OULD RS NORTH SCALE: 1/8" = IV' z VA V � I � �V a Z N Q � N 11.1 M Vt M Ir — rn co co (Q �J O O nn� U) U LLJ U) LLJ Q LLJ Q U z Q J LLJ Q Q LLB U z LU Q 0_ O m U) LL1=z U O zoQ --i N 0 11.13.23 DRAWN BY NCR SCALE PROJECT NO. R121-25 SHEET NO. L2,2 Packet Pg. 71 1 NORTH SCALE: 1/8" = 1'0" 7.1.b (N) S-0" PLANTER 1 r /` rK If', _ I. NEW 17' X 54' CONCRETE DRIVEWAY, 580 SF 2. NEW POURED -IN -PLACE CONCRETE PAVERS WITH 4" GAPS FILLED WITH DECORATIVE GRAVEL IN BETWEEN PADS. 3. NEW DECORATIVE GRAVEL IN PLATNING AREA. GRAVEL SAMPLES TO BE PROVIDED BY DESIGNER FOR OWNERS APPROVAL PRIOR TO INSTALLATION. 4. NEW MILLSTONE WATER FEATURE BY 'GARDEN TEMPLE'. FOUNTAIN TO BE SELECTED BY DESIGNER AND APPROVED BY OWNER PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE ELECTRICAL AND ALL OTHER MATERIALS FOR INSTALLATION. 5. NEW BOULDERS 6. DECK: THREE -LEVEL TERRACED DECK WITH IPE DECK TILE FLOORING OR SIMILAR LIGHT-COLORED WOOD BY 'TILE TECH'. DECK TILE SAMPLES TO BE PROVIDED BY DESIGNER FOR OWNERS APPROVAL PRIOR TO INSTALLATION. DECK STRUCTURAL DESIGN BY CIVIL ENGINEER. ALL OTHER LABOR AND MATERIALS FOR DECK INSTALLATION TO BE PROVIDED BY CONTRACTOR. 7. DECK RAILING: 42" HT. POWDER COATED, ALUMINUM POSTS WITH IPE ACCENT RAILING OR WOOD TO MATCH DECK FLOORING. 1/8" HORIZONTAL STAINLESS STEEL CABLES. POWDER COAT COLOR OPTIONS TO BE PROVIDED BY DESIGNER. 8. NEW 24" WIDE ALUMINUM FRENCH DRAIN GRATE. REFER TO ENGINEER AND ARCHITECT PLANS FOR DRAINAGE DETAILS. 9. POOL: INIFINITY EDGE POOL WITH 4.5'-4.75' UNIFORM DEPTH. AND ONE 18" STEP/BENCH THE LONG LENGTH OF POOL. 'MIDNIGHT BLUE' PEBBLETECH SURFACE FINISH BY PEBBLETECHNOLOGY. 'OBSIDIAN' GLASS WATERLINE TILE, RENAISSANCE II COLLECTION BY LIGHTSTREAMS. SQUARE EDGE, SLATE OR COLORED STAMPED CONCRETE POOL COPING. ALL SELECTIONS TO BE APPROVED BY CLIENT PRIOR TO PURCHASE AND INSTALLATION. 10. NEW TIERED CONCRETE RETAINING WALLS WITH IRRIGATION FOR PLANTS. REFER TO ENGINEER AND ARCHITECT PLANS FOR RETAINING WALL DETAILS. 11. NEW ADJUSTABLE CHAISE LOUNGE CHAIRS. 'ETRA' COLLECION BY MODERN OUTDOOR. GENERAL NOTES: I. CONTRACTOR TO DISPOSE OF ANY AND ALL WASTE MATERIALS EACH DAY, OFF SITE. HOMEOWNERS TRASH BINS ARE NOT TO BE USED. 2. JOB SITE IS TO BE SWEPT CLEAN AT THE END OF EACH DAY. 3. TOOLS AND EQUIPMENT WHICH NEED TO REMAIN ON SITE SHALL BE STORED NEATLY AND IN AN OUT OF THE WAY PLACE. 4. ANY MATERIALS PURCHASED FOR THE JOB THAT HAVE AN AESTHETIC ELEMENT SHALL BE BROUGHT TO THE CLIENT FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. 5. ALL WORK SHALL CONFORM WITH STANDARD CONSTRUCTION PRACTICES, BE PROPERLY PERMITTED (SEE #9), AND COMPLY WITH ALL GOVERNING BUILDING AND CITY CODES. 6. CONTRACTOR TO CONTACT DIGALERT AS REQUIRED BY LAW. 7. PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO INSTALL A COMPLETE IRRIGATION SYSTEM FOR ALL PLANTING AREAS. ALL NON TURF PLANTING AREAS TO BE DRIP (NETAFIM). 8. ALL PLANTS, ONCE THEY HAVE ARRIVED ON SITE, ARE TO BE WATERED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THEY CAN BE INSTALLED AND THE IRRIGATION SYSTEM IS FULLY FUNCTIONAL. ANY PLANT LOSS DURING THE TIME BETWEEN ARRIVAL AND IRRIGATION INSTALLATION SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR TO PULL ANY NECESSARY PERMITS. DESIGNER DOES NOT PULL PERMITS. 10. ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS ARE TO BE BROUGHT TO THE DESIGNER'S ATTENTION IMMEDIATELY FOR RESOLUTION. 11. CONTRACTOR TO PROVIDE AN APPROXIMATE SCHEDULE TO THE DESIGNER AND CLIENT PRIOR TO COMMENCEMENT OF INSTALLATION. 12. CONTRACTOR TO PROVIDE ELECTRICAL FOR LOW VOLTAGE LANDSCAPE LIGHTING PLAN. O (N) M TEf FIN / I L A E I (N) 3'-0" PLANTER 2% 33 n pull �w mm-w Ml �L�ZL`�L�t�'�TL'�Li'� •INN XI NOTE: SITE LANDSCAPING WILL COMPLY WITH THE WATER CONSERVATION LANDSCAPING REQUIREMENT PURSUANT TO DIAMOND BAR MUNICIPAL CODE (DBMC) SECTION 8.14. A COMPLETE IRRIGATION PLAN WILL BE PROVIDED WITH THE FINAL DESIGN PACKAGE. NOTE: THERE ARE NO TREES EXISTING ON SITE LANDSCAPE/HARDSCAPE COVERAGE: PLEASE SEE SHEET TI FOR LOT COVERAGE CALCULATIONS -0' DOWNLIGHT BY LIGHTCRAFT OUTDOOR: LITTLE SMOKEY MRII DOWNLIGHT DL-104B UPLIGHT BY LIGHTCRAFT OUTDOOR: TIPARILLO UP LIGHT FL-105B PATH LIGHT BY LIGHTCRAFT OUTDOOR: FLAT SIDE PATH LIGHT AP590B-NBZ 0 mWIA 1,11 I (N) DRI EWA`' ,2% SLOPE REQUIRED FRONT YARD SETBACK 0% i LANDSCAPE o % ' o ; IN 20� I 1 � 1 I r � I I I I I 11 I II I II I li I I I I I I II I I n Y 0 4 8 16 1/8" = IV' LL 0 Q Q LL1 U U zy: C)� LLJ _j Q 0 0 m (f) C/) 0 LLJ=z U 0 z o z: zoQ � N 0 1. 20.23 DRAWN BY NCR SCALE 1/8"=1'0" PROJECT NO R21117 SHEET NO. L 5 7.1.b NORTH SCALE: 1/8" 19 z ? 6 5 8 3 3 3 6 � 4 8 111111 I i l I1111111111111111111111�111 4 7 I 11 1,111111111111111111111111111111111111111 I 3 I I llilllll l l l l l llilllll l i l l l llilllll i � =. 1 g 5 111111111111111111111111111111111111 -J �1i11111 11111111 III I 111 11111 11111 L_ z llllllllllllllllllilllll II11111 I11111111 z 4 6 l ill(11111111111111111111111111111111111 111 I r, 4 �j - lilt 11111 111 ' 4 1111 11111111111111111111111111i _ 6 i l 1111111111111111111111111111111Ijlllllllllllli 11 4 3 � 1,111111111111111111111111111111 I 1 1111111111111111111111111 I", � �_1 ' z I1111111111111111111111111111111 �'--�� lil lilt I 11111111111111111111(I111111111 z li `� 1111111111111 11111111(I Illll 11111 8 z 7 Ii111i11111,1111I111�1111111.111111�1�11' 2 8 3 5 3 3 3 3 Y 16 7 z - - z 7 z 8 4 8 p 2 2 _ g 1 4 8 8 3 z 777 ------ - 777 - - T -- ---- -- u /10/ v 10 1/ IV A 10 t' /o / ► 10 /1 /Icy ► 1 PLANT PALETTE SYMBOL BOTANICAL NAME COMMON NAME SIZE REES C EX. TREE TO REMAIN VAR. N/A 00 QUERCUS AGRIFOOLIA COAST LIVE OAK 15 GAL ACACIA CHINCHILLA CHINCHILLA WATTLE 24" BOX • CHILOPSIS LINEARIS 'BURGANDY' BURGANDY DESERT WILLOW 24" BOX AESCULUS CALIFORNICA CALIFORNIA BUCKEYE 24" BOX 10 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 24" BOX SHRUBS: REAR RAISED PLANTERS 10. 19 n 0 1 /0/1/ 10 1 /IT Y 10 v V) /1 10 A /10/ 1 10/1/ 19F 1 1 �i �i �i O �i �i �_ • • ka Imo- -=�`t :.� - � � '• • - . --• �; 0 1 /10/ 1/ 10 1/ IV A 10 Y /0 / 1 II O /1 / 10,/ 1 10 / 1/ 1 1 1 9( A /I 0 O / O J_j ih !> O i / II I I �!j ARCTOSTAPHYLOS SUNSET SUNSET MANZANITA 5 GAL 17 QUANTITY 9 CEANOTHUS GLORISEUS 'HORIZONTALIS' CREEPING CALIFORNIA LILAC 1 GAL 36 SHRUBS: FRONT & COURTYARD N/A A ANIGOZANTHOS 'REGAL VELVET' REGAL VELVET KANGAROO PAW 5 GAL 10 B ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 5 GAL 6 5 C AGAVE ATTENUATA 'RAY OF LIGHT' RAY OF LIGHT AGAVE 5 GAL 2 1 D AGAVE 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL 4 E CAREX TESTACEA PRAIRIE FIRE (3) PRAIRIE FIRE SEDGE 1 GAL 2 1 F FESTUCA GLAUCA (3) BLUE FESCUE 1 GAL 4 ECHEVERIA (VARIOUS) 'AFTERGLOW', PERLE VON G NURNBERG" 'RUFFLES', 'LIPSTICK', 'GIANT BLUE' (5) NCN 5 GAL 2 3 GROUND COVER/ VINE SENECIO SERPENS DWARF CHALKSTICKS 1 GAL 130 SF 36 PLANTING AND IRRIGATION NOTES j SALVIA PACHYPHYLLA BLUE FLAME GIANT PURPLE SAGE 5 GAL 20 2 ERIOGONUM RUBESCENS RED FLOWERED BUCKWHEAT 5 GAL 18 3 SALVIA 'CELESTIAL BLUE' CELESTIAL BLUE SAGE 5 GAL 13 4 EPILOBIUM CANUM CALIFORNIA FUCHSIA 5 GAL 36 5 PENSTEMON HETEROPHYLLUS MARGARITA BOP PENSTEMON 5 GAL 7 6 MUHLENBERGIA RIGENS DEER GRASS 5 GAL 7 7 SALVIA APIANA WHITE SAGE 5 GAL 8 I. CONTRACTOR TO CLEAR ALL WEEDS, PLANTS, ROCKS OVER 2" AND DETRITUS WITHIN THE PLANTING AREA. LARGE SHRUBS AND TREES TO BE MARKED BY DESIGNER PRIOR TO REMOVAL. 2. CONTRACTOR TO GRADE THE OPEN SPACES TO ENCOURAGE DRAINAGE ON SITE AND AWAY FROM THE HOUSE. ALL HARDSCAPE TO SLOPE TOWARDS PLANTING AREAS. 3. IRRIGATION: PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO INSTALL A COMPLETE IRRIGATION SYSTEM FOR ALL PLANTING AREAS INCLUDING POTS. DRIP IRRIGATION TO BE USED IN ALL NON -TURF PLANTING AREAS. 4. PLANTING: PLANTS PROVIDED BY DESIGNER INSTALLED BY CONTRACTOR 5. SOIL IN PLANTING AREAS TO BE AMENDED PRIOR TO PLANTING. AMENDMENTS SUPPLIED BY DESIGNER, INSTALLED BY CONTRACTOR. ORGANIC COMPOST, WORM CASTINGS, MICORRHIZAE. ORGANIC FINE MULCH TO BE APPLIED TO ALL PLANTING AREAS (NOT TURF OR GROUND COVER AREAS) 6. ALL PLANTS, ONCE THEY HAVE ARRIVED ON SITE, ARE TO BE WATERED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THEY CAN BE INSTALLED AND THE IRRIGATION SYSTEM IS FULLY FUNCTIONAL. ANY PLANT LOSS DURING THE TIME BETWEEN ARRIVAL AND IRRIGATION INSTALLATION SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. REQUIRED MIX OF PLANT MATERIALS PLANT MATERIAL MIN REQ % OF MIX OF PLANT TREES* 24'' BOX 20% 38 15-GALLON 80% 6 SHRUBS 5-GALLON 70% 150 I -GALLON (HERBACEOUS ONLY) 30% 42 GROUND COVER COVERAGE WITHIN 2 YEARS 100% YES HILLSIDE NOTE HILLSIDE TO BE HYDROSEEDED WITH A COMBINATION OF CALIFORNIA NATIVE GRASSES, GROUND COVERS AND WILDFLOWERS. THE COMPONENTS OF MOISTURE —RETAINING SUBSTANCES, ADHESIVES AND FERTILIZERS AS REQUIRED IN HYDROSEED FORMULAS ARE TO BE ORGANIC AND MUST INCLUDE MYCORRH I ZAE TEMPORARY IRRIGATION TO BE PROVIDED TO SLOPE IN ORDER TO ENSURE ESTABLISHMENT OF NEW PLANT MATERIALS. REFER TO IRRIGATION PLANS. 0 4 8 16 1 /8" = IV' z L7 a v, W � W V G z t N Q � N LU Vt M M Q — Co Co LLJ 0 Q Q LLJ U U zy: C)� Lp _j Q o O m (f) c/) 0 LLJ=z U O z o z: zoQ � N 0 11. 20. 23 DRAWN BY NCR SCALE 1/8"=1'0" PROJECT NO. R121-25 SHEET NO. L4 Packet Pg. 73 7.1.b 5 4 1" Mainline and valves shown around perimeter of site for clarity only. Determine best location for mainline and valves in the field (typical). All valves locations to be determined in the field and pre -approved by the owner and/or landscape designer. ■ ■ ■ ■ ■ ■ F I I I I I I OI I I Hydrozone #5 : Pool / Water Feature ■Ilk.'■WM■ tI I I I I I I I ICI I I I I I I I A I t- I I I I I I I ICI A r LL1J NATIVE HILLSIDE WILL BE IRRIGATED j TO MAINTAIN SLOPE PLANTING DURING ESTABLISHMENT (TYPICAL). , , HZ 3 3 , HZ 3 2 1" , , , 1 , , 4 1" , ( I I I I I I I Hydrozone #4 : Fountain Typical sub -surface drip line irrigation (drip lines not shown). Routing for the piping connecting from the valve to the drip lines is not shown and shall be installed as best suites the site conditions. Typical manual flush valve / operation indicator assembly. Locate in adjacent planter when shown outside of planted area. Plumb all drip / drip line systems (loop as necessary) so that water flows towards a flush valve ,_%.0r4;�� �%% • �� Locate wireless ET sensor rain L-UlICILt, d 91 It 11-5 1 1 L cl-�- POC at lot water sensor device within wireless side of front yard in low meter. Install ball visibility spot. Determine final valve for irrigation to be determined in the field and location in the field with the system isolation. approved by the owner. owner's approval. Extend 1" Copper r � Illlllllilllllljlll' (1 _ �� �����1 III I � IIIIIIIA i�,i IIIII�� �, I d�IIiII�lI1 �!� � a.� .•o. Obi il1i111 p �IIII (III I III I +I I II III II6 Ih 11 to backflow • •esign pressure at O1 • eak flow is 6 •• NATIVE HILLSIDE WILL BE IRRIGATED The number in the hatch is the Conduit for valve Proposed location of new TO MAINTAIN SLOPE PLANTING 7 valve -zone assignment for that area. wires to final weather -based automatic controller.Final location to be determined in the DURING ESTABLISHMENT (TYPICAL). controller location. 3 1 field and be pre -approved by the owner. HYDROZONE INFORMATION MATRIX Hydrozone Number Station Number Area (sq. ft.) Percent of Area Description / Plant Type Plant Factor (WUCOLS) Irrigation Type Zone Flow (GPM) Precipitation Rate (i n./h r.) Zone Pressure 1 1 461 17.9% Front Planters Low Drip Line 4 0.64 30 psi 1 2 285 11.1% Front Planters Low Drip Line 2 0.64 30 psi 3 3 50 1.9% Trees (25 sq. ft. each) Low Bubbler 2 3.00 30 psi 3 4 200 7.8% Trees (25 sq. ft. each) Low Bubbler 8 3.00 30 psi 2 5 470 18.2% Back Planters Low Drip Line 4 0.64 30 psi 2 6 345 13.4% Back Planters Low Drip Line 3 0.64 30 psi 2 7 335 13.0% Back Planters Low Drip Line 3 0.64 30 psi 4 n/a 15 0.6% Fountain High Di rect Fi I I n/a n/a n/a 5 n/a 415 16.1% Pool / Water Feature High Direct Fill n/a n/a n/a TOTAL = 2,576 100.0% Peak Flow = 8 MWELO - WATER EFFICIENT LANDSCAPE WORKSHEET : RESIDENTIAL (NO SLA) - ETAF = 0.55 Reference Evapotranspiration (ETo) 47.5 (POMONA) MAWA= Eto X 0.62 X (0.55 X LA) Hydrozone Number Plant Factor (PF) Irrigation Method Irrigation Efficiency (IE) (PF/IE) Landscape Area (sq. ft.) (PF/IE) x Area Estimated Total Water Use (ETWU) REGULAR LANDSCAPE AREAS HZ 1 Front PI a nters 0.30 Drip Line 0.81 0.37 746 276 8,137 HZ 2 Back PI a nters 0.30 Drip Line 0.81 0.37 1,150 426 12,544 HZ 3 Trees 0.30 Bubbler 0.81 0.37 250 93 2,727 HZ 4 Founta in 1.00 Direct Fi I I 1.00 1.00 15 15 442 HZ 5 Pool / Water Feature 1.00 Direct Fill 1.00 1.00 415 415 12,222 Total 2,576 1,225 ETWU TOTAL 36,071 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 41,725 POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION AT LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL SHUT-OFF VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF SHUT-OFF VALVE PER ALL LOCAL CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE WATER METER AND THE BACKFLOW PREVENTER ASSEMBLY TO COPPER SIZED THE SAME AS THE MAINLINE SIZE DOWNSTREAM OF THE POC EQUIPMENT. INSTALL SUB -METER DOWNSTREAM OF BACKFLOW DEVICE PER MWELO REQUIREMENTS. INSTALL MASTER VALVE DOWNSTREAM OF SUB -METER AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 6 GPM. STATIC PRESSURE AT METER IS 113 PSI. CONTRACTOR SHALL VERIFY STATIC PRESSURE AT METER PRIOR TO START OF WORK AND NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF A DISCREPANCY IS FOUND. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. INSTALL PRESSURE REGULATOR WITH BACKFLOW PREVENTER AND SET TO 80 PSI. CONTROLLER INSTALL IRRIGATION CONTROLLER IN GARAGE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. CONTRACTOR TO PROVIDE TO OWNER A COMPLETE HAND-HELD MAINTENANCE REMOTE CONTROL KIT (HUNTER ROAM) FOR THE CONTROLLER AS PROVIDED BY THE CONTROLLER MANUFACTURER. WEATHER SENSOR (ET SENSOR / RAIN SHUT-OFF DEVICE) INSTALL THE WEATHER SENSOR IN THE APPROXIMATE LOCATION SHOWN ON THE PLANS. LOCATE AND MOUNT PER MANUFACTURERS' DIRECTIONS. FINAL WEATHER SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND PRE -APPROVED BY THE OWNER AND/OR ARCHITECT PRIOR TO MOUNTING. ENSURE THE SENSOR IS LOCATED WITHIN WIRELESS RANGE OF THE IRRIGATION CONTROLLER. TEST THE SIGNAL STRENGTH OF THE WIRELESS COMMUNICATION PRIOR TO MOUNTING. IT IS SUGGESTED TO NOT USE THE AUTOMATIC ET ADJUSTING FUNCTIONS OF THE CONTROL SYSTEM UNTIL THE PLANT MATERIAL IS FULLY ESTABLISHED. SLEEVING MAINLINE AND VALVES MAY BE SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN PVC SLEEVES ACCORDING TO THE LEGEND AND SLEEVING CHART, OR AS NOTED ON THE PLANS. TREE BUBBLERS TREE BUBBLERS TO BE PROVIDED TO ALL NEW TREES (2 EACH) AND / OR AS NOTED ON THE PLANS. ADJUST FINAL LOCATION OF TREE BUBBLERS TO MATCH FINAL TREE PLANTING IN THE FIELD. RELOCATE, ADD, AND / OR REMOVE BUBBLERS AS NECESSARY. HYDROZONE STATION # FLOW (GPM) VALVE SIZE Flow Sensor Master Valve Irrigation Sub -Meter Backflow Preventer Copper to Backflow Ball Valve Lot Water Meter EQUIPMENT LEGEND SYMBOL MANUFACTURER / MODEL NUMBER SIZE DETAIL ❑M LOT WATER METER - VERIFY IN THE FIELD AND ADJUST AS NECESSARY 1" N/A BP FEBCO LF825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER - INSTALL IN SIDE YARD IN 'OUT OF VIEW' LOCATION - WITH WYE STRAINER PER DETAIL 1" A MV SUPERIOR 3200-100 SERIES NORMALLY CLOSED BRASS MASTER CONTROL VALVE 1" B F$ FLOMEC QS-200-10 ULTRASONIC FLOW SENSOR IN SCH 80 PVC TEE 1" C © HUNTER'ACC2' A2C-1200P+A2C-WIFI AUTOMATIC WEATHER -BASED CONTROLLER WITH ET / RAIN SENSOR LISTED BELOW - WALL MOUNT - DETERMINE FINAL LOCATION IN FIELD 12 STATION D ET HUNTER'SOLAR SYNC' WSS-SEN ET / RAIN SENSOR FOR WEATHER -BASED OPERATION N/A E NOT SHOWN OF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA OF F H NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT LINE SIZE G • HUNTER HQ-33D-LRC SERIES QUICK COUPLING VALVE WITH LOCKING YELLOW VINYL COVER 3/4" H HUNTER ICV-101G SERIES ELECTRIC CONTROL VALVE WITH FLOW CONTROL 1" I G HUNTER ICZ-101-LF-40 DRIP ZONE VALVE ASSEMBLY WITH 1" ICV VALVE AND PRESSURE REGULATING FILTER (PRESSURE REGULATOR IS 40 PSI AND FILTER IS 150 MESH) 1" J SCH 80 PVC IRRIGATION MAINLINE BETWEEN METER AND BACKFLOW PREVENTER 1 1/2" L ■■■■■■■■■■■ SCH 40 PVC IRRIGATION MAINLINE - 18" MINIMUM COVER - USE SCH 40 PVC FITTINGS 1" L SCH 40 PVC NON -PRESSURE LATERAL LINE - 12" MINIMUM COVER PLAN SIZE L ----------- ---- SCH 40 PVC PIPE SLEEVING - EXTEND 6" BEYOND EDGE OF HARDSCAPE - 18" MINIMUM COVER PLAN SIZE M ............... SCH 40 PVC WIRE SLEEVING - EXTEND 6" BEYOND EDGE OF HARDSCAPE - 18" MINIMUM COVER PLAN SIZE M $M SENSUS SR -II (OR EQUAL) WATER METER USED AS IRRIGATION SUB -METER 1" R SPRINKLER LEGEND - TREE BUBBLERS SYMBOL MANUFACTURER / MODEL NUMBER NOZZLE RAID PSI FLOW - M DETAIL Q T TT TQ F SUPPLEMENTAL TREE BUBBLERS WITH 4" POP UP AND HUNTER STREAM BUBBLER NOZZLE • HUNTER PROS-04-PRS30-CV SERIES MSBN-50Q N/A 1 25 1.0 PER TREE (2 X 0.50) K NOTE: THE SINGLE SYMBOL ON THE PLANS REPRESENTS TWO (2) BUBBLERS FOR EACH NEW TREE. SPRINKLER LEGEND - SUB -SURFACE DRIP LINE SYMBOL MANUFACTURER / MODEL NUMBER DETAIL DRIP EMITTER ON HUNTER'RIGID RISER' ASSEMBLY HATCHED AREAS RAIN BIRD XFS-06-12 SERIES - 0.6 GPH EMITTERS AT 12" O.C. - ROWS AT 18" O.C. N/O/P/Q ❑F FIELD FABRICATED FLUSH VALVE / OPERATION INDICATOR ASSEMBLY P ❑V AIR RELEASE VALVE AT DRIP LINE SYSTEM HIGH POINT Q LATERAL PIPE SIZING 3/4" PIPE 1" PIPE 1 1/4" PIPE 1 1/2" PIPE T 2" PIPE 2 1/2" PIPE TF 3" PIPE 4" PIPE LATERALS TO BE SCH 40 PVC. NO 1/2" PIPING ALLOWED. STATEMENT OF COMPLIANCE SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1-8 WIRES 1/2" PIPE 1 1/2" SLEEVE 9-16 WIRES 3/4" PIPE 2" SLEEVE 17-26 WIRES 1" PIPE 2 1/2" SLEEVE 27-38 WIRES 1 1/4" PIPE 3" SLEEVE 39-54 WIRES 1 1/2" PIPE 4" SLEEVE 55-100 WIRES 2" PIPE 6" SLEEVE 100+ WIRES 3" PIPE PIPE SLEEVES TO BE A MIN. OF 2x LINE SIZE. WIRE SLEEVES TO BE A MIN. OF 2x WIRE BUNDLE SIZE. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND THE LANDSCAPE REGULATIONS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. Lii n c 11 /30/23 RICK DORTCH - IRRIGATION CONSULTANT DATE Know what's below. Call before you dig. 0 4 8 16 1/8" = 1'0" NORTH SCALE: 1/8" = 1'0" Z W > Q m � � a .� Z. Q J. J rq (Y LU M M 0 co z Q z 0 Q LLJ Q U U) z Q W Q Q L L1 U U z�� LLJ Q 0 0 m (J-) U 0 LLJ = z D� U 0 zoo zoQ � N 0 DRAWING DATE 11.30.23 DRAWN BY NCR ,-ALE 1/8 "= I ' 0" PROJECT NO. R121-23 SHEETNO LI-1 7.1.b * 1 ° a e ° ° SECTION / ELEVATION * 1 _ I=III „ 3IIIIIII=III= 2 (III I II � I= =III III - 4 10 - 3I 2 =IIIIII =I =III=III=III= III III=I=I=II-III- - N 4,. IIIIIIIII-III- 1 �-�e 3 =III 11 2 III = 5 2 3 =III - 1 III I- 2 III1 IIIIII=III=C141=III=II-III- = 4 =III - 2 12 = 1 III -III_ 6 I= 12"-18" 12 4 'I (IIIIII=II=I=(IIIIII=III 13 =I o 0 5 = o=III=I I= 19 2„ 6,. 6„ � 6 c 0� III=III==I=III= I 3 1. HUNTER SOLAR SYNC ET MANAGEMENT SYSTEM - = o 0 0 o 0 0 15 I I 0 0 0 0 0 0 0 0 0 o MOUNT IN FULL SUN LIGHT AND EXPOSURE TO RAINBUT NOT SPRINKLERS __ -_ 5 � IIIIIIIII-III _ IIIIIIIII IIIII -III- - 0 0 0 0 0 0 0 4: o 0 0 2. MOU,NT TO WALL, OR EAVE, ETC. PER THE 6 III=III= MANUFACTURERS DIRECTIONS 00 Q) 6" o 0 0 0 0 0 0 0 0 o 9 III III = =III - = 9 3. RUN LEAD WIRES TO SOLAR SYNC MODULE LOCATED AT CONTROLLER - MAXIMUM WIRE RUN =III= III=III=. 9 = 9 =III - IIIIII-III- IIIII IIIII I =III= III=I=IIIIIIIIIIIIIIII TO BE 200' _II 6 =II 10 =III 6 III � � �IIIIIIIIIIII � � � � � �-III (CONTROL 11 I1 10 III 1. REMOTE VALVE PER 11. #14 OF WIRES TO CONTROLLER o 0 0 0 o o o III- III_ -III- ���� III III III- IRRIGATION LEGEND (COLOR CODED) NOTES: = -III' III - SECTION / I I -III-( -(III I �= 6" 6" 2. SCH 40 PVC MALE ADAPTER 12. I.D. TAG WITH STATION NUMBER A. INSTALL, MOUNT, AND WIRE THE SOLAR SYNC PER THE SECTION ELEVATION I ELEVATION I SECTION / ELEVATION (2 REQUIRED) VALVE SIZE PRINTED ON IT (CHRISTY'S #ID-STD-Y1) MANUFACTURER'S DIRECTIONS. =I E I III III=III=I I =I I I I 11-1 =(I I I 12" 1. HARDSCAPING AND AGGREGATE (TYPICAL) 3. RECTANGULAR PLASTIC VALVE BOX WITH 13. SCH 40 PVC ELL (VALVE SIZE) B. FINAL SOLAR SYNC LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. 1. REDUCED PRESSURE BACKFLOW WHERE R/P DEVICE IS SMALLER THAN 2. CLEAN SAND BACKFILL - COMPACT TO MATCH DENSITY OF NATIVE SOIL LOCKING LID (NDS PRO -SPEC SERIES) HEAT 14. MAINLINE PIPING PER IRRIGATION PREVENTER PER IRRIGATION LEGEND MAINLINE SIZE) 1. FINISH GRADE 3. LATERAL LINE IN SCH 40 PVC SLEEVE BRAND STATION NUMBER ON LID IN 2" HIGH LEGEND (VALVE SIZE) C. FINAL SOLAR SYNC LOCATION SHALL BE IN A LOW VISIBILITY AREA 2. BRASS CLOSE NIPPLE (R/P SIZE) 10. MAINLINE PIPING PER IRRIGATION LEGEND 2. ROUND PLASTIC VALVE BOX WITH SNAP -ON LID (NDS PRO -SPEC 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE BLOCK LETTERS 15. SCH 40 PVC TEE (OUTLET TO BE WITH MAXIMUM VANDAL RESISTANCE. 3. WILKINS 500XL SERIES PRESSURE (TO SYSTEM) S SERIES) HEAT BRAND "AR" ON LID IN HIGH BLOCK LETTERS 5. CONTROL WIRES IN SCH PVC SLEEVE 4. FINISH GRADE VALVE SIZE) D. FOR MOST ACCURATE TEMPERATURE SENSING, LOCATE THE SOLAR REGULATOR (R/P SIZE) IF NEEDED 11. MAINLINE PIPING PER IRRIGATION LEGEND 3. AIR RELEASE VALVE (RAIN BIRD ARV-050 OR APPROVED EQUAL) 6. UNDISTURBED NATIVE SOIL 5. PVC LATERAL LINE PER IRRIGATION 16. MAINLINE PIPING PER IRRIGATION SYNC SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. 4. BRASS NIPPLE (R/P SIZE) LENGTH AS (FROM P.O.C.) 4. 1/2" SCH 40 PVC THREADED COUPLER SIZE) SIZE LEGEND ( ) LEGEND (PLAN ) E. THE SOLAR SYNC HAS AN INTEGRATED BRACKET FOR MOUNTING. USE REQUIRED 12. WILKINS YBP-80 STRAINER (R/P SIZE) 5. NATIVE SOIL NOTES: 6. SCH 40 PVC 45 DEGREE ELL 17. FILL BASE OF BOX WITH PEA GRAVEL ANY COMBINATION OF ADAPTERS / FITTINGS AS MAY BE REQUIRED TO 5. 6" THICK CONCRETE SUPPORT BLOCK 6. COMMON BRICK SUPPORTS (2 REQUIRED) SIZE ALL SLEEVES PER THE IRRIGATION PLANS. EXTEND SLEEVES 6" MINIMUM 7. SCH 40 PVC 45 DEGREE ELL (BUSH UP 18. NATIVE SOIL MOUNT IN THE SPECIFIC LOCATION FOR THIS SITE. 6. FINISH GRADE 7. 1/2" SCH 80 PVC NIPPLE (LENGTH AS REQUIRED) BEYOND EDGE OF HARDSCAPE (AT EACH END) INTO THE PLANTING AREAS. TO LATERAL LINE PLAN SIZE) 19. SCH 80 PVC THREADED NIPPLE (3") F. ALL WIRING FROM THE STATION TO THE CONTROLLER SHALL BE IN 7. NATIVE SOIL NOTES: 8. LATERAL LINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 8. RECTANGULAR PLASTIC VALVE BOX 20. BALL VALVE PER IRRIGATION LEGEND CONDUIT. 8. BRASS ELL (R/P SIZE) INSTALL PER ALL LOCAL CODES. FINAL LOCATION 9. SCH 40 PVC TEE SxSxT WITH 1/2" THREADED OUTLET SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER EXTENSION AS REQUIRED (SAME SIZE AS RCV) 9. SCH 40 PVC MALE ADAPTER TO BE APPROVED IN THE FIELD BY THE 10. FILL BASE WITH 1 CUBIC FOOT OF PEA GRAVEL FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. 9. COMMON BRICK SUPPORTS (4 REQUIRED) 1/2" IN TURF AREAS, 2" IN SHRUB AREAS (BUSH UP TO MAINLINE PLAN SIZE LANDSCAPE ARCHITECT AND/OR OWNER. 1/2" IN TURF AREAS, 2" IN SHRUB AREAS 10. WATER PROOF WIRE CONNECTORS (2 REQUIRED) Q AIR RELEASE VALVE M SLEEVING I ELECTRIC CONTROL VALVE ASSEMBLY E ET / RAIN SENSOR A BACKFLOW PREVENTER ASSEMBLY SECTION / ELEVATION * * PLAN VIEW FV 1. MANUAL FLUSH VALVE / OPERATION INDICATOR PLUMBED TO FLUSH 20 3 -III 6 1. LOW VOLTAGE WIRES - 3 MAXIMUM - $ _- 1 MANIFOLD AT LOW POINT AND AT ALL END POINTS v 6„ =_III_( 'V III III=III=- 19 2 7 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 9 = _ = 4 III=III= - 2 E - III __ �� =III 4 III 2. PVC EXHAUST HEADER PER _ -III- 1 3. CLOSE TUBE LID AFTER WIRE IS -III_( < =III -III_ 10 = 1 3 -III- IIIIII-III- � O IRRIGATION LEGEND III=III=III III-III=III= INSERTED INTO TUBE 9 O = III= 2 I I 8 1 - 8 III 4. POLY TUBE PRE WITH _ IIII=(III IIIIIIIII- - - _ _ II III= IIIIIIIIii 3. PVC FLUSH MANIFOLD TO TUBING 2� CONNECTION - INSERT MALE _ =III=III=I III=III= 2 -FILLED WATERPROOF GEL 00 11 = 4 00 O 3 18 9 -III III ADAPTER - _ 3 5. LOCK TABS PREVENT WIRE REMOVAL 6 5 4. PVC LATERAL LINE FROM DRIP ZONE �� III= ONCE CONNECTOR IS INSERTED 5 = FLOW - 4 VALVE PER IRRIGATION LEGEND 10 6. SCOTCHLOK ELECTRICAL SPRING = 5 6 4 = 5 5. PVC SUPPLY HEADER PER IRRIGATION LEGEND = III- _ = I I I IIII- 17 4 5 = 11 CONNECTOR - WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE 2" o 0 0 0 0 0 0 0 0 o IIIIIIII 2" 6. PVC SUPPLY HEADER TO TUBING III =III=III=- INSULATION PRIOR TO INSERTION INTO I CONNECTION - TYPICAL 16 12 THE CONNECTOR - TWIST CONNECTOR _ o 0 0 0 0 0 0 0 0 0 0 0 0 0 7. DRIP LINE TUBING PER IRRIGATION 4" ONTO WIRES TO SEAT FIRMLY _ - 6 LEGEND 8. PERIMETER LATERALS 1 IIIIII=III= 15 13 INSERT SCOTCHLOK CONNECTOR AND 7 D12 -III _ III -III- 10 - III -III- APPROXIMATELY 4" FROM PLANTER �� 4 WIRES INTO TUBE UNTIL THE CONNECTOR - I -IIIIIIIIIIIIIII-III i i i i I i i 111 i i i i i - 8 -IIIIIIIIIIIIIIIIII-III- F � � � � �- 7 EDGE 5 o o 14 PASSES THE LOCK TABS. 13 SECTION I 9. 9. AREA PERIMETER III 4 11 SECTION I ELEVATION I AIR RELEASE VALVE AT SYSTEM � �-� HIGH POINT 1. REMOTE CONTROL VALVE PER LEGEND 12. WYE-FILTER PER LEGEND NOTES: WIRE CONNECTOR SHALL BE A 3M DBY 1. MASTER VALVE PER IRRIGATION LEGEND ELEVATION 2. FINISH GRADE 1. FINISH GRADE �J 2. RECTANGULAR JUMBO PLASTIC VALVE 13. FILL BASE OF BOX WITH PEA GRAVEL 5 DIRECT BURY SPLICE KIT. 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO -SPEC SERIES) 2. WATER METER USED AS IRRIGATION SUB METER PER IRRIGATION LEGEND 7 NOTES: BOX WITH LOCKING LID (NDS PRO -SPEC 14. COMMON BRICK SUPPORTS HEAT BRAND "MV" ON LID IN 2" HIGH BLOCK LETTERS 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO -SPEC SERIES) "SM" THE TOTAL LENGTH OF ALL SERIES) HEAT BRAND STATION NUMBER AND (4 REQUIRED) "DZ" 6 KIT SHALL INCLUDE A SCOTCHLOK SPRING 4. SCH 40 PVC MALE ADAPTER (2 REQUIRED) USE REDUCING ADAPTERS WHERE HEAT BRAND ON LID IN 2" HIGH BLOCK LETTERS LAYOUT OUT INTERCONNECTED DRIP LINE SHALL NOT ON LID IN 2" HIGH BLOCK LETTERS 15. MAINLINE PIPING PER IRRIGATION CONNECTOR, A POLYPROPYLENE TUBE AND MAINLINE IS LARGER THAN VALVE 4. SCH 80 PVC 45 DEGREE ELL (4 REQUIRED) EMITTERS IN EXCEED THE MAXIMUM RUN LENGTH 3. I.D. TAG WITH STATION NUMBER PRINTED LEGEND (PLAN SIZE) A WATERPROOF SEALING GEL. TUBE SHALL 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 5. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) TRIANGULAR RECOMMENDED BY THE ON IT (CHRISTY'S #ID-STD-Y1) 16. SCH 40 PVC MAINLINE FITTING WITH 1" BE SUPPLIED PRE -FILLED WITH GEL. 6. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 6. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED PATTERN MANUFACTURER. REFER TO THE 4. SCH 40 PVC BALL VALVE OUTLET 7. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 7. COMMON BRICK SUPPORTS (4 REQUIRED) MANUFACTURER'S GUIDELINES AND 5. SCH 80 PVC CLOSE NIPPLE 17. 1" SCH 40 PVC MAINLINE PIPING DIRECT BURY SPLICE KIT SHALL BE USED TO 8. COMMON BRICK SUPPORTS (4 REQUIRED) 8. SCH 80 PVC FEMALE ADAPTER OR FITTING AS SPECIFIED BY THE WATER METER INSTALLATION DETAILS FOR THE 6. FINISH GRADE (LENGTH AS REQUIRED) ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 9. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 9. MANUFACTURER MAINLINE PIPING OR NIPPLE AS SPECIFIED BY THE WATER METER MANUFACTURER 8 INSTALLATION OF ALL DRIP LINE SYSTEMS. QUANTITY AND LOCATION OF 7. 8. NATIVE SOIL 18. 1" SCH 40 PVC ELL SCH 40 PVC MALE ADAPTER 19. #14 OF WIRES TO CONTROLLER PRE -STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHALL 10. #14 OF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON 10. FILL BASE OF BOX WITH PEA GRAVEL • O ALL FLUSH VALVES AND AIR RELEASE 9. PVC PIPING TO SYSTEM (CONNECT AND (COLOR CODED) SECTION ELEVATION REQUIRE A LARGER APPROVED WIRE WIRE, CONTROL WIRES, AND FLOW SENSOR WIRES) 11. I.D. TAG WITH "MV" PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 11. NATIVE SOIL 2 1 VALVES SHALL MEET THE ADAPT AS NECESSARY) 20. WATERPROOF WIRE CONNECTOR CONNECTOR. 12. FILL BASE OF BOX WITH PEA GRAVEL 1/2" IN TURF AREAS, 2" IN SHRUB AREAS FV 10 MANUFACTURER'S GUIDELINES. 10. RECTANGULAR PLASTIC VALVE BOX 2 REQUIRED ( ) 13. NATIVE SOIL USED AS EXTENSION AS REQUIRED 1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1/2" IN TURF AREAS, 2" IN SHRUB AREAS 11. PRESSURE REGULATOR PER LEGEND R IRRIGATION SUB -METER N DRIP LINE TUBING - TYPICAL LAYOUT � DRIP ZONE CONTROL VALVE ASSEMBLY F WATERPROOF WIRE CONNECTOR B MASTER CONTROL VALVE 7 7 1. FINISH GRADE OF MULCH LAYER 12 2 2. MULCH TOP DRESSING PER PLANTING PLAN �� III=III' 3 =III- 1 = =III= III=I III= 1 III=III= 3. FINISH GRADE =III=III=III III=III= 3 4. NATIVE SOIL / BACKFILL PER 1 3 III -III III= - III 2 4 = 2"-3" III=III= 2 2 SPECIFICATIONS I 4 5. 4" POP-UP HEAD & BUBBLER NOZZLE PER - =III=III=III III=III=III 2 4 I- =III - 0 5 IIIII=11 =II _ III III=III= = - III=III III= LEGEND =I I =III=III=I = _ = _ III=III= III 3 3 -III= I 5 6. 1/2" MARLEX STREET ELL _III -III -III IIIIIIII 5 III=III =(III 6 7. 1/2" SCH 40 PVC STREET ELL TxT °00 =III=III= _ = = - IIII- 4 4 I_I=III 6 8. 1/2" x 12" MIN. SCH 80 PVC THREADED =III= III= 6 -III III -III III IIIIIIIIIIIIII=1 =III=III III IIIII -III= III=III III =III= III III=1 =- 5=III III 5 12" NIPPLE SECTION / 9. 1/2" MARLEX STREET ELL ELEVATION 7 10. SCH 40 PVC LATERAL LINE FITTING WITH _ =III 2 O FLOW 7 -III= -III -III -III= IIIIIIII III =III=III=_ 6 =III III 6 1/2" FEMALE THREADED OUTLET 8 11. LATERAL LINE PIPING PER LEGEND III III o 0 0 0 0 0 4" o 0 0 == I I 1 8 _ =III=III =III =III= III 12. DEPTH OF MULCH PER PLANTING PLAN OR II -III-III o 0 0 0 0 0 0 o 0 0 III (III =III=III-=III III III=III 10 SPECIFICATIONS -ii $ 0 0 0 0 0 4o o 0 0 o g -III- III � -III -III= 13. TREE STAKE PER PLANTING PLAN SECTION /ELEVATION c� - III -III o 0 0 0 0 0 0 0 0 o III=III- 11 14. TRUNK OF TREE III III IIIII=III =III=III- III III III 15. ROOT BALL 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 9 IT T III = 10 III- III I I - -III- 2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO -SPEC SERIES) HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK MIN. 10xPIPE D/A. MIN. 5xPIPE D/A. SECTION I 13 LETTERS STRAIGHT PIPE STRAIGHT PIPE ELEVATION ELEVATION SECTION NOTES: 3. FINISH GRADE 1. FLOW SENSOR PER IRRIGATION LEGEND 15 LOCATE TREE BUBBLERS ON 4. SCH 40 PVC MALE ADAPTER (2 REQUIRED) 2. #14 OF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON 1. FINISH GRADE OF MULCH LAYER OPPOSITE SIDES OF THE PLAN VIEW 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL WIRE, CONTROL WIRES, AND MASTER VALVE WIRES) 2. MULCH TOP DRESSING PER PLANTING PLAN PLANT ADJACENT TO THE ROOTBALL. LOCATE 7. MAINLINE PIPING PER IRRIGATION LEGEND 3. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 3. POLY TUBING PER IRRIGATION LEGEND 4. FINISH GRADE BUBBLERS AND ROUTE 8. COMMON BRICK SUPPORTS (4 REQUIRED) 4. FINISH GRADE 5. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO -SPEC SERIES) 5. STEEL TUBING -SOIL STAPLE (RAIN BIRD OR APPROVED EQUAL) 5 �� PIPING TO AVOID TREE 9. FILL BASE OF BOX WITH PEA GRAVEL 1/2" IN TURF AREAS, 2" IN SHRUB AREAS HEAT BRAND "FS" ON LID IN 2" HIGH BLOCK LETTERS 6. NATIVE SOIL STAKES AND DAMAGE TO 6. MAINLINE PIPING PER IRRIGATION LEGEND (SENSOR SIZE) 7. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS ROOTBALL. USE TEFLON NOTES: 7. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED TAPE ON ALL PVC TO PVC OFF -SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR 8. COMMON BRICK SUPPORTS (4 REQUIRED) NOTES: 10 14 CONNECTIONS; NO PIPE FULL MOVEMENT OF THE BALL VALVE HANDLE. 9. FILL BASE OF BOX WITH PEA GRAVEL LOCATE STAPLES ALONG TUBING AT ABOUT 5' O.C. AND AT ALL FITTINGS (TEES, DOPE ALLOWED. 10. NATIVE SOIL ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE 11 1/2" IN TURF AREAS, 2" IN SHRUB AREAS IRRIGATION PLAN / NOTES. 01 DRIP LINE TUBING K TREE POP-UP STREAM BUBBLER G BALL VALVE C FLOW SENSOR +++++++++ +++++++ II -III- ++++ 1 ,.++ ++++++ -III III-( III �`J _ =III= -III 2 1 -III- 4 SECTION / FRONT l//EW SIDE l/lEW _I-III-III=III= -IIII-III I I I I_ III I I1 I � 3 -III III=1 1 T (III III=1=III_ ELEVATION Z WALL ;III -(III =1 III=1 III III- =III III1 s 2 5 4 N 2 IIIII IIIIIIII = 14 bo - 1 12" =III III1 6 4 III - 6 • 0 0 7 - -, 6 - - M 8 / � 3 / =III 6" III=1 (III II 9 10 13 7 11 12 $ =III 6 (III I� 0 IIIIII IIIII =III 1= III=III= III=III % � III IIII III I 6 =III=III= 7 // / II (III -I IIIIII' ' '(IIIIII I II I- III 9 I I I_ I -III- III -III III -III III III III 6" MIN 6" MIN -III 1. QUICK COUPLING VALVE PER IRRIGATION LEGEND 2. #4x36" REBAR SUPPORT STAKE (2 REQUIRED) II-18 I II I I I I IIIIIIIIIIIII=III / I I 24" � I III1 I I1 i II I / j / 10 3. STAINLESS STEEL CLAMP (2 REQUIRED) SECTION / SECTION / ELEVATION SECTION / ELEVATION 4. FINISH GRADE 7 1. FINISH GRADE 5. 10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO -SPEC SERIES) ELEVATION 2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION HEAT BRAND "QC" ON LID IN 2" HIGH BLOCK LETTERS 1'GPH IRRIGATION' GDFN FLUSH VALVE /INDICATOR REQUIRED -SEE SPECS 6. 3/4"x6" SCH 80 PVC NIPPLE 1. AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER 2. MULCH LAYER PER PLANTING PLAN NOTES: 3. NON -PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 7. 3/4" SCH 40 PVC STREET ELL (3 REQUIRED) MANUFACTURER'S DIRECTIONS 3. FINISH GRADE USE TEFLON TAPE ON ALL PVC TO 4. PRESSURE MAINLINE PER LEGEND (SNAKE IN TRENCH) 8. COMMON BRICK SUPPORTS (3 REQUIRED) 2. ELECTRICAL JUNCTION BOX FOR 115V AC POWER C N 4. NATIVE SOIL / BACKFILL PER SPECIFICATIONS PVC CONNECTIONS; NO PIPE DOPE 5. CONTROL WIRES -INSTALL BELOW PRESSURE MAINLINE 9. 3/4"x12" SCH 80 PVC NIPPLE 3. 1/2" CONDUIT WITH 115V AC POWER WIRES TO PO R S R 5. HUNTER PROS-12-PRS30-CV 12" HI -POP SPRAY HEAD ALLOWED. ADAPT TO DRIP SYSTEM 6. UNDISTURBED NATIVE SOIL 10. 3/4" SCH 40 PVC ELL (SxT) 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 6. FLUSH HEADER PIPING PER LEGEND AS REQUIRED (POLY OR PVC). 11. 3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP I A MINIMU OF 7. 1/2" MARLEX STREET ELL ONLY USE BOTTOM INLET OF NOTES: 12. SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET TWO PLACES (TYP) 8. FLUSH HEADER FITTING WITH 1/2" FEMALE THREADED SPRINKLER HEAD. IF POSSIBLE, BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT ALL CHANGES IN 13. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 6. FINISH GRADE OUTLET - ADAPT AS NECESSARY LOCATE FLUSH / INDICATOR DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM 14. NATIVE SOIL 7. WALL 9. 1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE ASSEMBLY IN AREA WITH EASY OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE 15. FILL BASE OF BOX WITH PEA GRAVEL 10. 1/2" SCH 40 PVC STREET ELL TxT ACCESS FOR MAINTENANCE. WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN 1/2" IN TURF AREAS, 2" IN SHRUB AREAS 0 4 8 16 DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 11 P DRIP SYSTEM - FLUSH VALVE ASSEMBLY L TRENCHING H QUICK COUPLING VALVE -91 CONTROLLER / ENCLOSURE 1/8" = 1'0" NORTH SCALE: 1/8" = 1'0" cq M W ,p W � Q c � � .� z J ui � Lm � o ca m U) LL E) z 0 LL Q U 0 z Q LJ 0 Q Q L1J � U z�� L1J Q o O m (J-) U) � = z U 0 zoQ � N 0 DRAWING DATE 11.30.23 DRAWN BY N -ca�ECR N.T.S. PROJECT NO. R121-25 SHEET NO. LI-2 Packet Pg_ 75 7.1.b IRRIGATION SPECIFICATIONS (AS APPLICABLE) : 10.1.4. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE 10.13.1. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE IRRIGATION NOTES (AS APPLICABLE) : INDEX SHEET STATING SUBCONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. 1. SCOPE OF WORK DURATION OF GUARANTEE PERIOD. CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 1. GENERAL -ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL 10.13.2. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.1. THEW WORKCONSISTSF F RNI FURNISHING LABOR, TOOLS, MA MACHINERY, MATERIAL AND O O U S G O C S, REPRESENTATIVES. 10.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, - USING A DRI SPLICE CONNECTOR OR EQUAL. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS PROCEDURE REQUIRED TO COMPLETE THE SPRINKLER SYSTEM, INSTALLED READY FOR USE COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. CAREFULLY CHECK ALL FINISH GRADES TO SATISFY HIMSELF THAT HE MAY PROCEED AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE CITY/OWNER. WITH THE WORK. 10.13.3. FOR WIRE -WIRE DECODER SYSTEMS, REFER TO THE MANUFACTURER'S 1.13. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND 1.2. WHEN NOT OTHERWISE SPECIFIED, WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE 8.2. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL RECOMMENDATIONS AND DIRECTIONS FOR WIRING, AND ANY SPECIFIC NOTES ON THE PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND/OR GOVERNING LOCAL PLUMBING CODE. WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE AT THE END 10.2. WATER SUPPLY PLANS AND/OR DETAILS. AGENCY. OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 1.3. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY PERMITS AND PAY FOR SAME. 10.2.1. THE CONTRACTOR SHALL ARRANGE FOR THE PROVISION OF THE WATER SUPPLY AND 10.14. PRESSURE TEST 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS 8.3. LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED COORDINATE WITH THE OWNER AS NECESSARY. SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, 1.4. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, BY THE CONTRACTOR IN QUANTITIES AS SHOWN ON PLANS OR IN SPECIFICATIONS. 10.14.1. ALL PRESSURE LINES SHALL BE TESTED UNDER PRESSURE WITH WATER AND AIR OF BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, MATERIALS AND RUBBISH INCIDENTAL TO THIS WORK. 10.2.2. THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE ONE -HUNDRED FIFTY (150) POUNDS PER SQUARE INCH, AND ALL NON -PRESSURE LINES ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, 9. MATERIALS DRAWINGS. SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE, AND BOTH BE PROVEN SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN 1.5. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A WATERTIGHT. ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL COMPLETE SPRINKLER SYSTEM, INSTALLED AND READY FOR USE WITHOUT FURTHER COST 9.1. USE NEW MATERIALS OF THE BEST GRADE OF EACH RESPECTIVE KIND AND OF THE SAME 10.3. ELECTRICAL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS IN LABOR OR MATERIALS TO CITY/OWNER. MANUFACTURERS FOR ALL ITEMS OF ONE TYPE. 10.14.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR A 24 HOUR PERIOD. IF LEAKS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR 10.3.1. THE OWNER SHALL ARRANGE FOR THE PROVISION OF THE ELECTRICAL SUPPLY. POWER DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE REASONABLY IMPLIED BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PART OF THE 1.6. ANY ITEM SHOWN OR WRITTEN ON THE DRAWINGS OR IN THESE SPECIFICATIONS SHALL BE 9.2. STEEL PIPE. SOURCES SHALL BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL ENTIRE SYSTEM IS PROVEN WATERTIGHT. IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: CONSIDERED TO APPEAR ON BOTH. CONNECT AT THE POINT SHOWN ON THE DRAWINGS. 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, 9.2.1. STEEL PIPE AND STEEL FITTINGS WHERE INDICATED ON THE DRAWINGS OR SPECIFIED 10.14.3. TEST SHALL BE OBSERVED AND APPROVED BY THE OWNER PRIOR TO BACKFILL. DETAILS, LEGENDS, AND NOTES. 1.7. IN THE EVENT OF "CONFLICT" BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE SHALL BE SCHEDULE 40 GALVANIZED MILD STEEL THREADED PIPE AND BEADED 10.3.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ELECTRICAL CONNECTIONS TO 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND LANDSCAPE ARCHITECT SHALL BE CONSULTED. GALVANIZED MALLEABLE IRON THREADED FITTINGS, EXCEPT COUPLINGS WHICH SHALL THE AUTOMATIC CONTROLLERS. ALL WIRING SHALL BE ROUTED AS SHOWN ON PLANS. 10.14.4. UPON COMPLETION OF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL CHECK WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A BE A.P.I. (AMERICAN PIPE INSTITUTE) STEEL COUPLINGS. THREAD ON PIPE AND FITTINGS ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL OR COUNTY AND ADJUST EACH SPRINKLER HEAD TO MEETING THE SITE REQUIREMENTS. PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 1.8. PRIOR TO SUBMISSION OF HIS BID, THE CONTRACTOR SHALL EXAMINE THE SITE, THE SHALL BE OF TAPER TYPE. ORDINANCES. COMPLETE DRAWINGS OF THE PROJECT AND THE SPECIFICATIONS OF SAME, IN ADDITION 10.15. COVERAGE TEST - UPON COMPLETION OF ALL SYSTEMS, THE CONTRACTOR, IN THE 3. CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF TO THE DRAWINGS AND SPECIFICATIONS FOR THE SPRINKLER IRRIGATION PORTION OF THE 9.2.2. ALL UNIONS TWO (2) INCHES AND SMALLER SHALL BE GROUND JOINT PATTER. UNIONS 10.4. EXISTING UTILITIES - THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. WORK. LARGER THAN TWO (2) INCHES SHALL BE FLANGED UNIONS. ALL FLANGED UNIONS SUCH AS POWER, TELEPHONE, DOMESTIC WATER AND TILE DRAINS. EXTREME CARE SHALL COVERAGE OF WATER AFFORDED ALL AREAS IS COMPLETE AND ADEQUATE. THE THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION SHALL BE PLACED WITH ONE -SIXTEENTH (1/16) INCH THICK ASBESTOS FIBER GASKETS. BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND CONTRACTOR SHALL CHANGE ANY HEADS, NOZZLES, OR ORIFICES AS MAY BE REQUIRED TO OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 2. REFERENCE SPECIFICATIONS AND STANDARDS RIGHT AND LEFT COUPLINGS SHALL BE USED INSTEAD OF GROUND JOINT UNIONS IN ALL COORDINATION AND COOPERATION WITH OTHER CONTRACTOR IS REQUIRED AS THE WORK PROVIDE COVERAGE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. UNDERGROUND LINES, EXCEPT AT VALVES. PROGRESSES TO THESE AREAS. 4. COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY 2.1. THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TO GRAPHICALLY INDICATE AND 10.16. LOWERING OF HEADS - UNLESS OTHERWISE NOTED, ALL SPRINKLERS INSTALLED IN LAWN CONFLICT WITH PLANTING PITS, DRAINAGE SWALES, ETC. SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. 9.2.3. STEEL STREET ELBOWS, BUSHINGS, CLOSE NIPPLES, AND LONG SCREWS SHALL NOT BE 10.5. TRENCHES IN GENERAL AREAS SHALL BE LOWERED TO FINISH GRADE WITHIN FIVE DAYS FOLLOWING NOTIFICATION USED IN THE WORK. BY THE CITY/OWNER. AT THE TIME OF LOWERING HEADS, THE CONTRACTOR SHALL 5. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE 2.2. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY 10.5.1. TRENCHES SHALL BE DUG STRAIGHT, AND PIPE SHALL HAVE THE CONTINUOUS COMPLETELY CHECK AND ADJUST THE ENTIRE SYSTEM AND MAKE ANY REPAIRS THAT ARE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE LANDSCAPE ARCHITECT. 9.3. PLASTIC PIPE SUPPORT FOR THE DITCH BOTTOM AND SHALL BE LAID TO AN EVEN GRADE. TRENCHING NECESSARY TO COMPLETE THIS WORK TO THE SATISFACTION OF THE CITY/OWNER, CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, EXCAVATION SHALL FOLLOW THE LAYOUT INDICATED ON THE DRAWINGS. LANDSCAPE ARCHITECT AND/OR OWNER'S CHOSEN REPRESENTATIVE. THE CONTRACTOR LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER 2.3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, 9.3.1. PLASTIC PIPE SHALL BE EXTRUDED FROM VIRGIN PVC (POLYVINYL CHLORIDE) TYPE 1, SHALL NOTIFY THE OWNER IN WRITING UPON COMPLETION OF THIS WORK. HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL FITTINGS, ETC. WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE GRADE 11 (CLASS 1220) AS MANUFACTURED BY LASCO INDUSTRIES, BALDWIN, PACIFIC 10.5.2. ALL PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF EIGHTEEN (18) INCHES COVERAGE WITH MINIMAL OVER SPRAY. THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND PLAN HIS WESTERN, JOHNS-MANVILLE OR EQUAL. CLASS SCHEDULE AS INDICATED IN THE MINIMUM UNLESS OTHERWISE NOTED. 10.17. WORKMANSHIP AND PROCEDURE WORK ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE LEGEND. 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOST DIRECT AND 10.5.3. ALL NON -PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF TWELVE (12) 10.17.1. THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WORKMANLIKE MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING 9.3.2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE INCHES MINIMUM AS SHOWN IN THE DETAILS. DIAGRAMMATIC. THE CONTRACTOR SHALL INSTALL LINES IN A MANNER THAT WRITING BY THE OWNER AND/OR GOVERNING AGENCY. AND ARCHITECTURAL FEATURES WILL BE AVOIDED. FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1220, CONFORMS WITH THE VARIOUS DETAILS, WITHOUT OFFSETTING THE VARIOUS S.D.R. (STANDARD DIMENSION RATIOS, OR THE PRESSURE RATING IN POUNDS PER 10.5.4. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER ASSEMBLIES FROM THE PRESSURE SUPPLY LINE. 7. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. 2.4. LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE SHALL DECIDE ALL QUESTIONS SQUARE INCH) AND THE N.S.F. (NATIONAL SANITATION FOUNDATION). AND FROM LINES OF OTHER TRADES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RELATIVE TO THE QUALITY OF WORKMANSHIP AND MATERIALS FURNISHED. 10.17.2. NO MULTIPLE ASSEMBLIES SHALL BE INSTALLED ON PLASTIC LINES. EACH ASSEMBLY RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 9.3.3. PLASTIC FITTINGS SHALL BE PVC 11, I.P.S, (INTERNATIONAL PIPE SOCIETY), SCHEDULE 10.5.5. NO LINE SHALL BE INSTALLED DIRECTLY OVER ANOTHER LINE. SHALL BE PROVIDED WITH ITS OWN OUTLET. A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 2.5. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE 40, N.S.F., SCHEDULE 80, N.S.F., AND SCHEDULE 80 THREADED FITTINGS AS SHOWN IN "INTERPRETATION" OF THE DRAWINGS AND SPECIFICATIONS AND THE ACCEPTABLE THE DETAILS AS MANUFACTURED BY SLOANE MANUFACTURING CO. SOLVENT AND 10.5.6. IF NECESSARY, CALL UNDERGROUND ALERT, OR SIMILAR COMPANY. 10.17.3. ALL ASSEMBLIES SPECIFIED HEREIN SHALL BE INSTALLED IN ACCORDANCE WITH THE 8. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, FULFILLMENT OF THE CONTRACT. PRIMER ARE TO BE PER PIPE MANUFACTURER'S RECOMMENDATIONS. RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS MATERIALS, AND RUBBISH INCIDENTAL TO HIS WORK. 10.6. BACKFILLING PERTAINING TO THE SPECIFIC ITEMS REQUIRED TO COMPLETE THE WORK, THE 3. SUBSTITUTIONS 9.4. PVC PRESSURE RATED PIPE TYPE 1220 (PVC CLASS 160,200 & 315) AND TYPE 1120 (PVC CONTRACTOR SHALL PERFORM SUCH WORK IN ACCORDANCE WITH THE BEST 9. THE IRRIGATION DESIGN IS BASED ON THE METER AND/OR POINT OF CONNECTION SIZE AND SCHEDULE 40 & PVC SCHEDULE 80) 10.6.1. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO THE STANDARD PRACTICE AND TO THE SATISFACTION OF THE LANDSCAPE WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTION NOTE ON THE 3.1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT OR MATERIALS SPECIFIED BY ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO THE ADJACENT GRADES ARCHITECT/CONTRACTOR. PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED 9.4.1. TYPE I GRADE II PRESSURE RATED PIPE. WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. INITIAL BACKFILL DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. ON ALL LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER 11. INSPECTION OF WORK DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER 9.4.2. MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM D1784-60T. LARGER THAN ONE-HALF (1/2) INCH IN SIZE. SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 3.2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF 11.1. INSTALLATIONS AND OPERATIONS MUST BE APPROVED BY THE CITY/OWNER AND 10. CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION (POC) AS NOTED ON THE PLANS. ALL FEES THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO 9.4.3. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. 10.6.2. IF, IN THE OPINION OF THE CONTRACTOR/LANDSCAPE ARCHITECT, THE EXCAVATED LANDSCAPE ARCHITECT. AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. REMOVE SUCH MATERIALS FROM THE SITE AT THIS OWN EXPENSE. MATERIAL IS NOT SATISFACTORY FOR USE AS BACKFILL, THE CONTRACTOR SHALL 9.4.4. PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO DISPOSE OF THIS UNSATISFACTORY MATERIAL. 11.2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE 11. IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION 3.3. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC CITY/OWNER, AT WHICH TIME THE CONTRACTOR WILL BE INFORMED OF SPECIFIC WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION. 10.6.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SETTLING OF TRENCHES FROM HIS INSPECTIONS REQUIRED AND THE METHOD OF CALLING FOR SUCH INSPECTIONS AS THE CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION SPECIFICATIONS ON THE BASIS OF THE INFORMATION SUBMITTED. WORK. INDIVIDUAL WORK IS COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER 9.4.5. PVC FITTINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSF, SCHEDULE 80 NSF, OR LOCAL CODES. 3.4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY APPROVED. 10.7. PVC PIPE 12. RESPONSIBILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 12. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE 9.4.6. SOLVENT SHALL BE #175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL 10.7.1. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND 12.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER THIS TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HOURS OR MORE. 3.5. THE LANDSCAPE ARCHITECT CAN, AT HIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY POLYCHEMICAL SERVICE, GARDENA CALIFORNIA. CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. CONTRACT. NO CONTRACTOR SHALL BE RELIEVED OF HIS LIABILITY TO COMPLETE THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ON ANY PRODUCT OFFERED FOR USE. WORK SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS, UNLESS ADVANCE OF THE TEST FOR CERTIFICATION. 9.4.7. CAUTIONED SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF 10.7.2. ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, UNLESS AUTHORIZED IN WRITING BY THE CITY/OWNER OR OWNER'S APPROVED REPRESENTATIVE. 4. IRRIGATION GUARANTEE CRACKING OR OF SPLITTING WHEN DROPPED OR HANDLED CARELESSLY. OTHERWISE SHOWN IN DETAILS. 13. CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE 12.2. THE CONTRACTOR SHALL PROTECT HIS WORK FROM DAMAGE AND THEFT AT ALL TIME, AND CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING 4.1. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY THE 9.4.8. WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTERS SHALL BE HAND 10.7.3. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK -FILLED TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. IN WRITING BY THE CITY/OWNER. VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRID SYSTEMS), OR AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL PERMATIX TYPE II. BEFORE INSTALLING FLUSH VALVES. ACCEPTANCE OF WORK. 10.7.4. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, AND 12.3. THE CONTRACTOR SHALL PROTECT THE CITY/OWNER'S PROPERTY FROM INJURY OR LOSS. 9.5. SPRINKLER HEADS ALL NECESSARY WORK AS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF ALL DAMAGE TO EXISTING PROPERTY (BUILDINGS, UTILITIES, ETC.) OR PLANTING (TREES, 14. ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL 4.2. IF, WITHIN ONE (1) YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION, SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER SHRUBS, LAWNS OR GROUND COVERS) CAUSED BY THE CONTRACTOR DURING HIS COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS, SOD 9.5.1. SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN. USED TO FLUSH OUT THE SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, OPERATION OR AS A RESULT OF MALFUNCTION OF INSTALLED WORK DURING THE BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL OR PAVING IS NECESSARY TO BRING THE SYSTEM, SOD OR PAVING TO THE PROPER LEVEL RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. GUARANTEE PERIOD SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. OF THE PERMANENT GRADES, THE CONTRACTOR, AS PART OF THE WORK UNDER HIS 9.6. VALVES CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT COST TO THE CITY/OWNER, 10.7.5. SPRINKLER LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF 12.4. THE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISH GRADE BEFORE COMMENCING 15. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER 9.6.1. REMOTE CONTROL VALVES - ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN NOT LESS THAN TWENTY-FOUR (24) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF WORK. ANY FINISH GRADE CHANGED DURING THE COURSE OF HIS WORK SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE IMPROVEMENTS OF ANY KIND. ON PLAN. PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE AT THE HIGHEST RESTORED TO THE ORIGINAL CONTOURS. SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO POINT OF THE SECTION BEING TESTED, SHALL BE 100 POUNDS PER SQUARE INCH. FITTINGS INSTALLED UNDER HARDSCAPED AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL 4.3. SHOULD ANY OPERATIONAL DIFFICULTIES DEVELOP IN CONNECTION WITH THE SPRINKLER 9.6.2. QUICK COUPLING VALVES - QUICK COUPLING VALVES SHALL BE AS INDICATED ON PLANS 12.5. THE CONTRACTOR SHALL CAUSE MINIMUM INTERFERENCE WITH WORKMEN OR THE LENGTH OF PIPE, USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE, ENSURING SYSTEM WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH, IN THE OPINION OF THE AND SHALL HAVE A LOCKING COVER. EACH QUICK COUPLER VALVE SHALL HAVE A 10.7.6. AT THE CONCLUSION OF THE PRESSURE TEST, THE HEAD SHALL BE INSTALLED AND MATERIALS AND EQUIPMENT OF OTHER TRADES PEOPLE WORKING ON THE PROJECT. SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. CITY/OWNER, MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID MOLDED VINYL COVER, YELLOW IN COLOR (PURPLE WHERE CALLED FOR IN RECYCLED TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE WATER SYSTEMS). ALL QUICK COUPLER VALVES KEYS AND HOSE SWIVELS SHALL BE OF NORMAL OPERATING PRESSURE, CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH 13. COMPLETION CLEAN-UP 16. THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE SATISFACTION OF THE CITY/OWNER AT NO ADDITIONAL COST TO THE CITY/OWNER, SAME MANUFACTURER AS THE QUICK COUPLER. PITOT TUBE OR PRESSURE GAUGE ASSEMBLY, AND ADJUST VALVE TO CORRESPOND FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. WITH DESIGN PRESSURE. 13.1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE EXCESS MATERIALS, VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 9.7. AUTOMATIC CONTROLLERS - AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS RUBBISH, DEBRIS, ETC., AND HIS CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE 5. RESPONSIBILITY AND DETAILS. 10.8. SPRINKLERS PREMISES. 17. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON INSIDE AND OUTSIDE OF ALL VALVE BOX LIDS. 5.1. THE CONTRACTOR SHALL LOCATE LINES, VALVES, AND OTHER UNDERGROUND UTILITIES, 9.8. CONTROL WIRES FOR RCV'S - ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC 10.8.1. ALL POP-UP SPRINKLERS SHALL BE PROVIDED WITH SWING JOINTS AND SHALL BE 14. MAINTENANCE ETC., PRIOR TO EXCAVATING TRENCHES. THE CONTRACTOR SHALL BE HELD RESPONSIBLE CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE ADJUSTED TO THE PROPER HEIGHT. ALL NOZZLES SHALL BE ADJUSTED FOR PROPER 18. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR FOR ANY DAMAGE TO EXISTING UTILITIES. SHALL BE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED THROW RADIUS FOR EFFICIENT COVERAGE. 14.1. UPON FINAL ACCEPTANCE BY THE CITY/OWNER, THE CONTRACTOR SHALL PROVIDE A APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE UNDERGROUND FEEDER CABLE. EACH PILOT OR "HOT" WIRE SHALL BE BLACK OR NINETY (90) DAY MAINTENANCE SERVICE FOR THE ENTIRE IRRIGATION SYSTEM. THIS SHALL COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD 6. RECORD DRAWINGS COLOR -CODED WITH THE COMMON WIRE BEING WHITE. 10.8.2. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. INCLUDE, BUT NOT BE LIMITED TO BROKEN SPRINKLER REPAIR AND/OR REPLACEMENT, CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC CLOGGED DRIP LINE REPAIR / REPLACEMENT, BROKEN PIPE REPAIR AND/OR REPLACEMENT, FITTING AND A FEMALE THREADED METAL FITTING. 6.1. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE 9.9. RUN TWO SPARE CONTROL WIRES TO THE FARTHEST VALVE IN EACH MAINLINE DIRECTION. 10.9. DRIP LINE INSTALLATION ADJUSTMENT OF HEADS, ADJUSTMENT OF CONTROLLER PROGRAMMING, AND WEEKLY CHANGED AND ADJUSTED AS NECESSARY OR AS DIRECTED TO MEET EXISTING CONDITIONS SHOW ON AS-BUILTS. COLOR CODE DIFFERENT THAN PILOT AND COMMON WIRES. INSPECTIONS FOR ANY MALFUNCTIONS. 19. ALL PVC SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH SOLVENT -WELD MATERIALS AS AND TO FOLLOW THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN OBTAINING 10.9.1. INSTALL ALL DRIP LINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT -WELD PRIMER SHALL BE APPLIED AT ALL COMPLETE WATER COVERAGE. IT IS, THEREFORE, THE CONTRACTOR'S RESPONSIBILITY TO 9.10. WIRING FOR FLOW SENSORS AND MASTER VALVES SHALL BE AS RECOMMENDED BY THE THREADED CONNECTIONS. END OF SECTION CONNECTIONS. RECORD ANY CHANGES AS TO LOCATION OF EQUIPMENT ON "AS -BUILT" DRAWINGS. MANUFACTURER AND SHALL BE COLOR CODED DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND SPARE WIRES. 10.9.2. CLAMP TECHLINE FITTINGS WITH OETIKER CLAMPS WHEN OPERATING PRESSURE 20. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH 6.2. PROCEDURE FOR "AS -BUILT" PREPARATION SHALL BE: EXCEEDS SPECIFIC DRIP LINE FITTING REQUIREMENTS. IRRIGATION MAINTENANCE SCHEDULE HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL 9.11. VALVE BOXES - ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, FLOW SENSORS, AND ADDITIONAL IN -LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 6.2.1. OBTAIN FROM THE LANDSCAPE ARCHITECT ONE (1) SET OF REPRODUCIBLE DRAWINGS. QUICK COUPLING VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN 10.9.3. WHEN INSTALLING TECHLINE, INSTALL SOIL STAPLES AS LISTED BELOW: THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM RECORD ACCURATELY ON THIS SET ALL CHANGES IN THE WORK CONSTITUTING DETAILS, COMPLETE WITH LOCKING COVERS. ALL SHALL BE N.D.S. OR APPROVED EQUAL STANDARDS AND 21. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM COVER. ALL DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. AND SHALL BE IDENTIFIED ON THE LID WITH HEAT -BRANDED NUMBERS / LETTERS IN 2" HIGH SANDY SOIL - ONE STAPLE EVERY THREE (T) FEET AND TWO (2) STAPLES ON EACH MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BLOCK LETTERS AS SHOWN ON THE DETAILS. ALL BOXES SHALL HAVE GREEN COVERS CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 6.2.2. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, (PURPLE FOR RECYCLED WATER SYSTEMS). LOAM SOIL - ONE STAPLE EVERY FOUR (4') FEET AND TWO (2) STAPLES ON EACH SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON "AS -BUILT" DRAWINGS, CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). FREQUENCY MAINTENANCE TASK 22. MAINLINE AND WIRE SLEEVING TO HAVE 24" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM DAY-TO-DAY, AS THE PROJECT IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS 9.12. BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON CLAY SOIL - ONE STAPLE EVERY FIVE (5) FEET AND TWO (2) STAPLES ON EACH OF AGGREGATE BASE. MAINLINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO SHALL BE ONE -QUARTER (1/4) INCH IN SIZE. PLANS AND DETAILS. CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE 6.2.3. SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: 9.13. DRIP LINE AND INTEGRAL DRIP LINE COMPONENTS - THE DRIP LINE SHALL BE TECHLINE 10.9.4. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT AND CHECK CLOCK AND RESET IF NECESSARY. BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM HCVXR AS MANUFACTURED BY NETAFIM IRRIGATION, INC. DRIPPER FLOW RATE AND THE INTRUSION OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL ALL POINT OF CONNECTION / CONTROL EQUIPMENT SPACING SHALL BE AS INDICATED ON DRAWINGS. UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER. DUE TO GRAPHIC CLARITY, NOT ALL ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM OF ONE -HUNDRED AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER SLEEVES MAY BE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO (100) FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES) 9.13.1. TECHLINE FITTINGS: ALL TECHLINE CONNECTIONS SHALL BE MADE WITH APPROVED 10.9.5. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. HARDSCAPE AND PAVING INSTALLATION. BALL VALVES / GATE VALVES TECHLINE INSERT FITTINGS. HYDRANTS. SPRINKLER CONTROL VALVES (BURIED ONLY) 23. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD -TO -HEAD COVERAGE IS QUICK COUPLING VALVES 9.13.2. SOIL STAPLES (TLS6): ALL ON-SURFACE/UNDER MULCH TECHLINE INSTALLATIONS SHALL 10.9.6. TEST IN ACCORDANCE WITH HYDROSTATIC TESTS AS RECOMMENDED BY THE QUARTERLY - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS ROUTING OF CONTROL VALVE WIRING BE HELD IN PLACE WITH TECHLINE SOIL STAPLES SPACED EVENLY EVERY 3' - 5' ON MANUFACTURER. SET SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND OTHER RELATED EQUIPMENT (AS MAY BE DIRECTED BY THE LANDSCAPE ARCHITECT) CENTER, AND WITH TWO STAPLES ON EACH CHANGE OF LOCATION. COMPONENT. REPAIR AS NEEDED. PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE 10.10. VALVES NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 6.2.4. MAINTAIN "AS -BUILT" DRAWINGS ON SITE AT ALL TIMES. 9.13.3. LINE FLUSHING VALVES: ALL TECHLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES FLUSHING VALVE AS INDICATED ON DRAWINGS. THE MANUAL FLUSH VALVES SHALL 10.10.1. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND 24. FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING 6.2.5. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE DOUBLE AS OPERATION INDICATOR ASSEMBLIES. SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT ERADICATING FLUID WHEN REDOING DRAWINGS. MAKE CHANGES IN A MANNER EQUAL MANUFACTURER. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT A UNIFORM THAT POINT, OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS TO THE ORIGINAL DRAWING. 9.13.4. AIR/VACUUM RELIEF VALVES: NETAFIM DOES NOT RECOMMEND THE USE OF DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT JUST OPEN ENOUGH FOR DESIRED OPERATION. AIR/VACUUM RELIEF VALVES FOR TECHLINE HCVXR DRIP LINE TUBING. AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. OF TRENCHES. REPAIR AS NEEDED. 7. CONTROLLER CHARTS 25. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S) TO EACH END OF THE 9.13.5. PRESSURE REGULATOR: A PRESSURE REGULATOR SHALL BE INSTALLED AT EACH ZONE 10.10.2. QUICK COUPLING VALVES SHALL BE SET IN VALVE BOXES APPROXIMATELY 12" FROM WEEKLY SPRINKLERS -VISUALLY CHECK FOR ANY BROKEN, MISALIGNED OR CLOGGED MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" 7.1. "AS -BUILT" DRAWINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR LANDSCAPE VALVE OR ON THE MAIN LINE TO ENSURE OPERATING PRESSURES DO NOT EXCEED WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. VERTICAL HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR -CODED DIFFERENTLY THAN COORDINATOR BEFORE CHARTS ARE PREPARED. SYSTEM REQUIREMENTS. THE PRESSURE REGULATOR SHALL BE AS CALLED FOR ON POSITIONING OF QUICK COUPLING VALVES SHALL BE SUCH THAT SLEEVE TOP WILL BE OVER -SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. OTHER CONTROL WIRES FOR EACH CONTROLLER. THE PLANS. FLUSH WITH THE SETTLED FINISH GRADE AS DETERMINED AFTER THE TURF IS 7.2. PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, ESTABLISHED AND 2" ABOVE GRADE IN GROUND COVER AREAS. 26. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY AUTOMATIC 9.13.6. SYSTEM FILTER: A Y-FILTER OR DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. FOLLOWING: CONTROLLER. AS CALLED FOR ON THE PLANS. A SYSTEM (MAIN LINE) FILTER SHALL ALSO BE 10.11. VALVE BOXES CLEAN AND FLUSH SCREENS. 26.a. A REPRODUCIBLE SET OF "AS -BUILT" DRAWINGS AND CONTROLLER CHART. INSTALLED TO ENSURE ADDED PROTECTION. 26.b. 2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCLOSURE (AS APPLICABLE). 7.3. THE CHART SHALL BE A REDUCTION OF THE ACTUAL "AS -BUILT" SYSTEM DRAWING. IF THE 10.11.1. VALVE BOXES SHALL BE SET ONE-HALF INCH (1/2") ABOVE THE DESIGNATED FINISH 26.c. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWINGS IS REDUCED, ENLARGE IT 9.14. ANY OTHER EQUIPMENT NOT SPECIFICALLY NOTED HEREIN BUT REQUIRED BY THE PLANS, GRADE IN LAWN AREAS AND ONE INCH (1") ABOVE FINISH GRADE IN GROUND COVER 26.d. 4 OF EACH SPRINKLER HEAD SPECIFIED (AS APPLICABLE). TO A SIZE THAT WILL BE READABLE WHEN REDUCED. DETAILS, OR LEGENDS SHALL BE SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH AREAS. 26.e. 100' OF EACH DRIP LINE TUBING SPECIFIED (AS APPLICABLE). THE MANUFACTURERS RECOMMENDATIONS. IF ANY QUESTION ARISES AS TO PROPER 26.f. 10 OF EACH DRIP EMITTER / FLUSH VALVE / DRIP SYSTEM APPARATUS SPECIFIED (AS 7.4. CHART SHALL BE BLACK -LINE PRINT AND A DIFFERENT PASTEL COLOR USED TO SHOW AREA PROCEDURE, IT SHALL BE RESOLVED WITH THE LANDSCAPE ARCHITECT BEFORE 10.11.2. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADER BOARDS AND PAVING SHALL APPLICABLE). OF COVERAGE FOR EACH STATION. INSTALLATION. ABUT THOSE ITEMS. TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. 27. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 7.5. WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO 10. INSTALLATION 10.12. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM TWENTY (20) MIL THICKNESS. THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE 10.1. SITE CONDITIONS 10.12.1. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION ALL INFORMATION FROM THE RECORD SET TO A BLACK -LINE PRINT PROCURED FROM THE 7.6. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE SHOWN ON THE PLAN. VERIFY EXACT LOCATION WITH THE OWNER. OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM IRRIGATION SYSTEM. 10.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE ROUTING, DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 10.12.2. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLING VALVES, AND 8. OPERATION AND MAINTENANCE MANUALS THE 110 VOLT ELECTRICAL SERVICE TO CONTROLLER. OWNER SHALL PROVIDE POWER OTHER PERTINENT UNDERGROUND ITEMS. 10.1.2. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING TO CONTROLLER. CONTRACTOR SHALL COMPLETE HOOK-UP TO CONTROLLER. 8.1. PREPARE AND DELIVER TO THE LANDSCAPE ARCHITECT WITHIN TEN (10) CALENDAR DAYS UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY FACILITIES. 28. "CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE 10.12.3. THERE SHALL BE ADEQUATE COVERAGE OF EARTH (18" MINIMUM) OVER THE 24-VOLT CHART FOR EACH CONTROLLER INSTALLED. MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PREPARED IN FOUR 10.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAIN LINES ON SIDE OF PIPE 28.A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK -LINE INDIVIDUALLY BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAIL CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH AT 10' INTERVALS. PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK NECESSARY TO REPAIR WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE RECEIVED. 10.13. CONTROL WIRE 28.B. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO (2) PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: USING VELCRO TAPE OR EQUAL. NORTH SCALE: 1/8" = IV' 11 Z IE J_ a (onN U.,M M 7� v, V f7 a itt U..,- 5) � 2 �V a un n ❑ c N z t r0 Q J ;� N N ui M u, M lqr� _ co m V) z 0 Q U L.L U LLJ 0- z 0 Q LLJ 0- Q U U) C:) z Q LLJ Q Q Q L1J � U U z�cl� LLJ _j Q o O m LLJ = z cl� U 0 zoo z o Q __1 N 0 DRAWING DATE 1.30.23 DRAWN BY NCR -ALE N/A PROJECT NO. R121-25 SHEET:NO.)I L Packet Pg. 76 9.1 Project Status Report CITY OF DIAMOND BAR March 26, 2024 COMMUNITY DEVELOPMENT DEPARTMENT PROPERTY LOCATION PLANNING COMMISSION REVIEW File # AP Applicant PC 3/26/24 CC 4/2/24 PC 4/9/24 CC 4/16/24 PC 5/14/24 1200 Chisolm Trail Dr. (New single-family residence) DR PL2023-05 DT James Coane PH Development Code Amendment (Code cleanup & Supportive Housing, Low Barrier Navigation Centers and Large Residential Care Facilities) DCA PL2022-59 MN/GL City of Diamond Bar PH ADMINISTRATIVE REVIEW Property Location AP Applicant None PENDING ITEMS Property Location File # AP Applicant Status 1125 Grand Ave (Massage Establishment) CUP PL2024-12 MN AA & FR Health Center Inc First incomplete letter sent 3/12/24 — waiting for additional information 1198 Chisolm Trail Dr. (New single-family residence) DR PL2021-51 DT Michael Wu Under Review 2725 Clear Creek New Single -Family Residence DR PL2022-74 DT Diane Shi Second incomplete letter sent 11/30/23 — waiting for additional information 2000 Chestnut Creek New Single -Family Residence DR MCUP PL2024-7 DT Claire Lee First incomplete letter sent 2/22/24 — waiting for additional information 2001 Derringer Lane (2-lot subdivision) TPM 83036 PL2021-46 MN Gurbachan S. Juneja Fourth incomplete letter sent 8/25/2023 — waiting for additional information 3333 Diamond Canyon Rd (Child Day Care Center) CUP PL2024-15 MN Kingdom Seed Academy Under Review Gentle Springs Ln. and S. Prospectors Rd. GPA, ZC, VTTM, DR PL2021-23 GL/DT Tranquil Garden LLC First incomplete letter sent 4/16/21 — waiting for additional information 22909 Lazy Trail Rd. (Addition and remodel to single family residence DR, MCUP PL2021-05 DT Walt Patroske Under Review LEGEND PH = PUBLIC HEARING AP = ASSIGNED PLANNER PC = PLANNING COMMISSION CC = CITY COUNCIL I Packet Pg. 77 9.1 Project Status Report CITY OF DIAMOND BAR Page March 26, 2024 PENDING ITEMS (continued) Property Location File # AP Applicant Status 24167 Lodge Pole Road DR PL2023-10 DT Soledad Corona Third incomplete letter sent 12/20/23 — waiting for additional information (Addition to single family residence) 1829 Los Cerros Drive DR PL2023-46 DT Mike Cutrona First incomplete letter sent 7/12/23 - waiting for additional information (Addition and remodel to single-family residence 2235 Morning Canyon Rd. TTM 83836, DR, TP MN Samir M. Khoury Second Incomplete Letter Sent 04/28/23 — waiting for additional (20-unit condos) PL2022-89 information 23901 Ridge Line (2-lot Subdivision) TPM PL2022-119 DT Pete Volbeda Second incomplete letter sent 12/5/23 — waiting for additional information SB9 Ordinance DCA PL2019-43 MN City of Diamond Bar Under Review Walnut Valley Unified School District DCA PL2021-43 DT/GL WVUSD Under Review Billboard Ordinance Packet Pg. 78