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2013 09 24 PCPlanning Commission agendas and staff reports are now available on the City's web page: www.la-guinta.org PLANNING COMMISSION AGENDA CITY HALL COUNCIL CHAMBERS 78-495 Calle Tampico, La Quinta REGULAR MEETING on TUESDAY, SEPTEMBER 24, 2013 AT 7:00 P.M. Beginning Resolution No. 2013-015 CALL TO ORDER 1 . Roll Call 2. Pledge of Allegiance APPOINTMENT OF OFFICERS 1 . Appointment of Planning Commission Chairperson 2. Appointment of Planning Commission Vice -Chairperson PUBLIC COMMENT At this time members of the public may address the Planning Commission on any matter not listed on the agenda. Please complete a "Request to Speak" form and limit your comments to three minutes. CONFIRMATION OF AGENDA APPROVAL OF MINUTES 1 . Approval of the minutes of August 27, 2013. PUBLIC HEARINGS For all Public Hearings on the agenda, a completed "Request to Speak" form must be filed with the Secretary prior to consideration of that item. PLANNING COMMISSION AGENDA 1 SEPTEMBER 24, 2013 A person may submit written comments to the Planning Commission before a public hearing or appear in support or opposition to the approval of a project(s). If you challenge a project(s) in court, you may be limited to raising only those issues you or someone else raised at the public hearing or in written correspondence delivered to the City at, or prior to the public hearing. Specific Plan 2004-074, Amendment No. 2, and Site Development Permit 2006-872, Amendment No. 1, submitted by IOTA Griffin, LLC. proposing to construct an approximately 10,000 square -foot clubhouse, parking areas, and recreational amenities for the Griffin Ranch residential community. Location: Lot No. AW of Tract 32879 — Griffin Ranch — southeast corner of Madison Street and Avenue 54. 2. Village Use Permit 2012-045 submitted by Tower Energy Group proposing to expand the Village Market. Two existing buildings will be demolished, and replaced with an approximately 4,700 square -foot building. Location: Southwest corner of Avenida Bermudas and Avenida Montezuma. CORRESPONDENCE AND WRITTEN MATERIAL COMMISSIONER ITEMS Report on City Council meetings of September 3 and 17, 2013. 2. Commissioner Wilkinson is scheduled to attend the October 1, 2013, City Council meeting. DIRECTOR'S ITEMS ADJOURNMENT The next regular meeting of the Planning Commission will be held on October 8, 2013, commencing at 7:00 p.m. at the City Hall Council Chambers, 78-495 Calle Tampico, La Quinta, CA 92253. DECLARATION OF POSTING I, Monika Radeva, Secretary of the City of La Quinta, do hereby declare that the foregoing Agenda for the La Quinta Planning Commission meeting was posted on the inside of the north entry to the La Quinta Civic Center at 78-495 Calle Tampico, and the bulletin boards at 78-630 Highway 1 1 1 , and the La Quinta Cove Post Office at 51-321 Avenida Bermudas, on September 19, 2013. PLANNING COMMISSION AGENDA 2 SEPTEMBER 24, 2013 DATED: Sep mber 18, 2013 MONIKA RADEVA, Se retary City of La Quinta, California PUBLIC NOTICES The La Quinta City Council Chamber is handicapped accessible. If special equipment is needed for the hearing impaired, please call the City Clerk's office at 777-7123, twenty-four (24) hours in advance of the meeting and accommodations will be made. If special electronic equipment is needed to make presentations to the Commission, arrangements should be made in advance by contacting the City Clerk's office at 777-7123. A one (1) week notice is required. If background material is to be presented to the Commission during a Planning Commission meeting, please be advised that eight (8) copies of all documents, exhibits, etc., must be supplied to the Secretary for distribution. It is requested that this take place prior to the beginning of the meeting. Any writings or documents provided to a majority of the Commission regarding any item(s) on this agenda will be made available for public inspection at the Planning Department's counter at City Hall located at 78-495 Calle Tampico, La Quinta, California, 92253, during normal business hours. PLANNING COMMISSION AGENDA 3 SEPTEMBER 24, 2013 PLANNING COMMISSION MINUTES TUESDAY, AUGUST 27, 2013 CALL TO ORDER A regular meeting of the La Quinta Planning Commission was called to order at 7:02 p.m. by Vice Chair Wright. PRESENT: Commissioners Weber, Wilkinson, and Vice Chair Wright ABSENT: Chairperson Barrows STAFF PRESENT: Planning Manager David Sawyer, Principal Engineer Ed Wimmer, Associate Planner Jay Wuu, and Secretary Monika Radeva. Commissioner Wilkinson led the Commission in the Pledge of Allegiance. PUBLIC COMMENT - None CONFIRMATION OF AGENDA - Confirmed APPROVAL OF MINUTES Motion - A motion was made and seconded by Commissioners Weber/Wilkinson to approve the Planning Commission Minutes of July 23, 2013, as submitted. AYES: Commissioners Weber, Wilkinson, and Vice Chair Wright. NOES: None. ABSENT: Chairperson Barrows. ABSTAIN: None. PUBLIC HEARINGS 1. Continued from July 23, 2013 - Conditional Use Permit 2012-148 submitted by Verizon Wireless for the placement of a sixty-four foot tall monopalm tower and an equipment enclosure adjacent to the La Quinta Country Club maintenance facility. Location: 77-750 Avenue 50 - La Quinta Country Club. Staff stated that the applicant had requested to have this item removed from the calendar as they needed additional time to address any remaining concerns perceived by the La Quinta Country Club Home Owner Associations. The application would remain active; however, it would be re -published in the paper and re -noticed prior to rescheduling it for the Commission's review and consideration at a future date. PLANNING COMMISSION MINUTES 1 AUGUST 27, 2013 Public Speaker: None Vice Chair Wright declared the PUBLIC HEARING CLOSED at 7:06 p.m. Motion - A motion was made and seconded by Commissioners Weber/Wilkinson to remove Conditional Use Permit 2012-148 from the calendar. AYES: Commissioners Weber, Wilkinson, and Vice Chair Wright. NOES: None. ABSENT: Chairperson Barrows. ABSTAIN: None. 2. Conditional Use Permit 2013-150 and Site Development Permit 2013-925 submitted by Prest Vuksic Architects proposing to construct an approximately 55,440 square -foot retail building. Location: 46-753 Adams Street - One - Eleven La Quinta Shopping Center located north of Highway 1 1 1 , between Washington and Adams Streets. Associate Planner Jay Wuu presented the staff report, a copy of which is on file in the Community Development Department. Vice Chair Wright declared the PUBLIC HEARNG OPEN at 7:08 p.m. Public Speaker: Mr. John Vuksic, Archtect with Prest Vuksic Archtects, Palm Desert, CA - introduced himself, spoke favorably of the project, gave a brief overview of what was being proposed, and answered the Commission's questions. Vice Chair Wright declared the PUBLIC HEARING CLOSED at 7:16 p.m. Motion - A motion was made and seconded by Commissioners Wilkinson/Weber to adopt Resolution 2013-013 approving Conditional Use Permit 2013-150 as submitted with staff's recommendations. AYES: Commissioners Weber, Wilkinson, and Vice Chair Wright. NOES: None. ABSENT: Chairperson Barrows. ABSTAIN: None. Motion - A motion was made and seconded by Commissioners Wilkinson/Weber to adopt Resolution 2013-014 approving Site Development Permit 2013-925 as submitted with staff's recommendations. AYES: Commissioners Weber, Wilkinson, and Vice Chair Wright. NOES: None. ABSENT: Chairperson Barrows. ABSTAIN: None. BUSINESS SESSION - None CORRESPONDENCE AND WRITTEN MATERIAL - None PLANNING COMMISSION MINUTES 2 AUGUST 27, 2013 COMMISSIONER ITEMS 1 . Report on City Council meetings of August 6, 2013. 2. Report on the Coachella Valley Association of Governments workshop regarding CV Link (formerly known as Parkway 1 e1 1) on July 25, 2013, at the Indio Senior Center (45-700 Aladdin Street, Indio, CA 92201). 3. Election of Chair and Vice Chair will be scheduled for the next Planning Commission meeting. 4. Staff will schedule a joint meeting between the Planning Commission and the Architectural and Landscaping Review Board within the next couple of months. DIRECTOR'S ITEMS 1. City Council will be conducting interviews to fill the vacant Commissioner position on October 1, 2013. ADJOURNMENT There being no further business, it was moved and seconded by Commissioners Wilkinson/Weber to adjourn this meeting at 7:28 p.m. AYES: Commissioners Weber, Wilkinson, and Vice Chair Wright. NOES: None. ABSENT: Chairperson Barrows. ABSTAIN: None. Respectfully submitted, MONIKA RADEVA, Secretary City of La Quinta, California PLANNING COMMISSION MINUTES 3 AUGUST 27, 2013 PH#1 PLANNING COMMISSION STAFF REPORT DATE: SEPTEMBER 24, 2013 CASE NUMBER: SPECIFIC PLAN 2004-074 AMENDMENT 2 SITE DEVELOPMENT PERMIT 2006-872 AMENDMENT 1 APPLICANT: IOTA GRIFFIN, LLC PROPERTY OWNER: IOTA GRIFFIN, LLC REQUEST: PLANS TO CONSTRUCT AN APPROXIMATELY 10,000 SQUARE FOOT CLUBHOUSE LOCATION: LOT AW OF TRACT 32879 (GRIFFIN RANCH) RECOMMENDED ACTION: Adopt a Resolution recommending City Council approval of Specific Plan 2004-074 Amendment 2, subject to the attached Findings and Conditions of Approval; and, Adopt a Resolution recommending City Council approval of Site Development Permit 2006-872 Amendment 1 , subject to the attached Findings and Conditions of Approval. EXECUTIVE SUMMARY: The applicant proposes to construct a 10,420 square -foot clubhouse, parking areas, and recreational amenities for the Griffin Ranch residential community (Attachment 1). The proposal is similar to a previously approved plan for a 21,200 square foot clubhouse. The proposed Specific Plan Amendment is generally consistent with the City's General Plan. The design of the proposed clubhouse building and recreational amenities are consistent with the Griffin Ranch Specific Plan as amended, and is compatible with and complimentary to the surrounding residential uses. BACKGROUND & ANALYSIS: Griffin Ranch, located at the southeast corner of Madison Street and Avenue 54, received approval in 2006 to construct a 21,200 square -foot clubhouse and mail room facility (Attachment 2). To date, only the mailroom facility, adjoining mailroom parking lot, and perimeter landscape and trail network have been constructed. The current proposal is for a reduced clubhouse size of 10,420 square feet, parking areas, and recreational amenities (Attachment 3 & Attachment 4). Page 1 of 4 Specific Plan Amendment: The current Griffin Ranch Specific Plan requires a minimum 20,000 square -foot clubhouse. The proposed amendment reduces the minimum to 10,000 square feet, which the applicant has identified as a more manageable clubhouse for the community (Attachment 5). The proposed amendment ensures that the project can be constructed as proposed, and staff believes that the amendment is appropriate and necessary for the proposed development. Site Design: The proposed clubhouse is located in the southwest segment of the property, adjacent to a large retention/open space basin and near the community's main entrance. Vehicular access to the clubhouse is provided via Mery Griffin Way, the community's main thoroughfare. The site provides pedestrian connections to an existing sidewalk and decomposed granite trail system, and provides pedestrian and vehicular connections to the existing post office facility located at the northeast corner of the site. Also included with this proposal are various common areas and amenities, including lighted tennis and pickle ball courts, active -use lawn areas, a fenced -in dog park, and areas dedicated for future construction of a pool and additional game courts. The design of the vehicular access points, internal circulation, and parking areas is acceptable. Within the project, all applicable turning radii for large vehicles, loading/unloading areas, and pedestrian connectivity meet the La Quinta Municipal Code development standards. Parking standards for the clubhouse are established in the Griffin Ranch Specific Plan. The total number of full vehicle stalls (64) and golf cart stalls (14) meet the Specific Plan requirement for parking. The proposed on -site lighting is acceptable as well, as the proposed fixtures are consistent with the City's outdoor lighting ordinance. Pedestrian walkways and entries will be adequately lit using decorative fixtures or landscape lighting. Game court lighting will also comply with both Municipal Code and Specific Plan lighting standards. Architectural Design: The Andalusian -style architectural theme (Attachment 4, Sheet 73 - 76) includes the use of stucco plaster as the primary exterior building finish, concrete roof tiles, dark decorative iron elements, embellished entry rotunda with metal spire, colonnades, and arched windows. Additional architectural interest is provided by the use of extensive covered patios and indoor/outdoor rooms. The architecture of the clubhouse is compatible with the development standards of the Griffin Ranch Specific Plan and the community's overall design theme which includes Italian Farmhouse, Contemporary Mexican, Spanish Colonial, and Andalusian designs. Page 2 of 4 Landscaping: Landscaping throughout the project site consists of primarily desert and other low- to moderate -water use plants (Attachment 4, Sheet 39). Various trees and shrubs are placed around the building and along pedestrian corridors for added interest and shade. The use of turf is limited to active use recreation areas, including the dog park and future pool and game court expansion areas. The proposed landscaping plan is similar and compatible to the existing landscaping and is consistent with the approved plant palette listed in the Specific Plan. It properly reflects and supports the Andalusian architectural style, while providing sufficient screening and accents around the project site. Sustainability: The proposed project design should result in an environmentally sustainable building. Landscaping will meet or exceed Coachella Valley Water District water budget requirements. Among a number of other design specifications that meet Green Building Standards, all site and building lighting uses low wattage energy efficient LED lighting with motion sensing technology. COMMISSIONS/BOARD/COMMITTEE RECOMMENDATIONS: On August 21, 2013, the Architectural and Landscaping Review Board reviewed and recommended approval of the site development permit subject to certain conditions of approval as recommended by staff (Attachment 5). AGENCY & PUBLIC REVIEW: Public Agency Review: This request was sent to all applicable City departments and affected public agencies on July 15, 2013. All written comments received are on file and available for review with the Community Development Department. All applicable comments have been incorporated in the recommended Conditions of Approval. SB-18 Native American Tribal Consultation: As per SB-18 (2004) consultation requirements, information regarding the proposed Specific Plan Amendment was forwarded to those Tribes referenced on the Tribal Consultation List provided by the Native American Heritage Commission. Staff has followed up with all Tribes requesting information or consultation and placed their recommendations for monitoring in the Conditions of Approval. Mitigation and monitoring measures required as part of the tentative tract map were completed during the grading and building permit process. Final archaeological and paleontological reports were reviewed and accepted by the Historic Preservation Commission in February, 2005. Page 3 of 4 Public Notice: This project was advertised in The Desert Sun newspaper on September 13, 2013, and mailed to all property owners within 500 feet of the site. To date, no comments have been received from adjacent property owners. Any written comments received will be handed out at the Planning Commission hearing. ENVIRONMENTAL REVIEW The Community Development Department has determined that this request has been previously assessed in conjunction with Environmental Assessment 2004-526 which was prepared for Specific Plan 2004-074, which was certified on January 4, 2005. No changed circumstances or conditions are proposed which would trigger the preparation of subsequent environmental analysis pursuant to Public Resources Code Section 21166. Report prepared by: Jay Wuu, Associate Planner Report approved for submission by: Les Johnson, Community Development Director Attachment: 1 . Project Information 2. Vicinity Map 3. Project Area Map 4. Griffin Ranch Clubhouse Site Development Permit Packet 5. Proposed Griffin Ranch Specific Plan Amendment 2 6. Minutes of August 21, 2013 ALRB meeting Page 4 of 4 PLANNING COMMISSION RESOLUTION 2013- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, RECOMMENDING TO THE CITY COUNCIL APPROVAL OF SPECIFIC PLAN 2004-074, AMENDMENT 2, FOR THE GRIFFIN RANCH CLUBHOUSE CASE NO.: SPECIFIC PLAN 2004-074 AMENDMENT 2 APPLICANT: IOTA GRIFFIN, LLC WHEREAS, the Planning Commission of the City of La Quinta, California did, on the 241" day of September, 2013, hold a duly noticed Public Hearing to consider a request by IOTA Griffin, LLC for consideration of an amendment to the existing Griffin Ranch Specific Plan in order to accommodate plans for a reduced -sized clubhouse located on Mery Griffin Way, more particularly described as: APN: 767-780-085 WHEREAS, the Community Development Department published a public hearing notice in The Desert Sun newspaper on September 13, 2013, as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and, WHEREAS, per SB-18 consultation requirements, the Community Development Department has forwarded information regarding the proposed amended Specific Plan to those Tribes referenced on the Tribal Consultation List provided by the Native American Heritage Commission and has followed up with all Tribes requesting information or consultation and placed their recommendations for monitoring in the Conditions of Approval; and, WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.240.010 of the La Quinta Municipal Code to justify recommending to the City Council approval of said Specific Plan Amendment: 1 . Consistency with the General Plan The proposed Specific Plan amendment is consistent with the goals and policies of the La Quinta General Plan in that the design, height, scale and mass of the clubhouse is compatible with the goals and policies of the General Plan Open Space - Recreation Land Use designation. Planning Commission Resolution 2013- Specific Plan 2004-074, Amendment 2 IOTA Griffin, LLC (Griffin Ranch Clubhouse) Page 2 2. Public Welfare Approval of the proposed specific plan amendment will not create conditions materially detrimental to public health, safety and general welfare as the Community Development Department has determined that this request has been previously assessed in conjunction with Environmental Assessment 2004-526 which was prepared for Specific Plan 2004-074, which was certified on January 4, 2005. No changed circumstances or conditions are proposed which would trigger the preparation of subsequent environmental analysis pursuant to Public Resources Code Section 21166. 3. Land Use Compatibility The proposed Specific Plan amendment incorporates land uses that are compatible with zoning on adjacent properties. The design regulations specified in the Specific Plan amendment for clubhouse and related recreational facilities are compatible with the existing single-family homes located near the specific plan area and on surrounding properties. 4. Property Suitability The uses permitted in the specific plan amendment are suitable and appropriate for the subject property in that the community is surrounded by compatible existing uses such as single-family residential homes. The current specific plan area is served without adverse impact by all necessary public services and utilities. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1 . That the above recitations are true and constitute the Findings of the Planning Commission in this case; SECTION 2. That it does hereby recommend approval of Specific Plan 2004-074 Amendment 2 to the City Council for the reasons set forth in this Resolution, subject to the attached Conditions of Approval. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on this the 241h day of September, 2013, by the following vote: Planning Commission Resolution 2013- Specific Plan 2004-074, Amendment 2 IOTA Griffin, LLC (Griffin Ranch Clubhouse) Page 3 AYES: NOES: ABSENT: ABSTAIN: KATIE BARROWS, Chairperson City of La Quinta, California ATTEST: LES JOHNSON, Community Development Director City of La Quinta, California PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SPECIFIC PLAN 2004-074 AMENDMENT 2 GRIFFIN RANCH CLUBHOUSE SEPTEMBER 24, 2013 GFNFRAI The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit, or any Final Map recorded thereunder. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Specific Plan 2004-074 Amendment 2 shall be developed in compliance with these conditions, and the approved Specific Plan document. In the event of any conflicts between these conditions and the provisions of Specific Plan 2004-074 Amendment 2, these conditions shall take precedence. 3. Within 30 days of City Council approval, applicant shall provide five copies of the Final Specific Plan document, as amended by this action, to the Community Development Department. The Final Specific Plan shall include all text and graphics except as amended by this action, all amendments per this action, and correction of any typographical errors, internal document inconsistencies, and other amendments deemed necessary by the Planning Director. P:\Reports - PC\2013\PC 9-24-13\PH 1 GRIFFIN RANCH CLUBHOUSE\3 GRIFFIN RANCH PC SP COA - FINAL.docx Page 1 of 1 PLANNING COMMISSION RESOLUTION 2013- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, RECOMMENDING TO THE CITY COUNCIL APPROVAL OF SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1, INCLUDING SITE, ARCHITECTURAL, AND LANDSCAPING PLANS FOR THE GRIFFIN RANCH CLUBHOUSE CASE NO.: SITE DEVELOPMENT PERMIT 2006-872 AMENDMENT 1 APPLICANT: IOTA GRIFFIN, LLC WHEREAS, the Planning Commission of the City of La Quinta, California did, on the 241" day of September, 2013, hold a duly noticed Public Hearing to consider a request by IOTA Griffin, LLC for approval of site, architectural, and landscaping plans for an approximately 10,000 square foot clubhouse generally located on Mery Griffin Way, more particularly described as: APN: 767-780-085 WHEREAS, the Community Development Department published a public hearing notice in The Desert Sun newspaper on September 13, 2013, as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and, WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the Planning Commission did make the following mandatory findings to justify recommending to the City Council approval of said Site Development Permit: 1 . Consistency with the General Plan The land use is consistent with the General Plan land use designation of Open Space - Recreation. The City's General Plan policies relating to Open Space - Recreation designation applies to recreation facilities such as club houses and athletic facilities. 2. Consistency with the Zoning Code and Griffin Ranch Specific Plan The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code and the Griffin Ranch Specific Plan, in terms of architectural style, building height, building mass, and landscaping. Planning Commission Resolution 2013- Site Development Permit 2006-872, Amendment 1 IOTA Griffin, LLC (Griffin Ranch Clubhouse) Page 2 3. Compliance with the California Environmental Quality Act (CEQA) Processing of this Site Development Permit for the proposed use is in compliance with the provisions of the California Environmental Quality Act. The Community Development Department has determined that this request has been previously assessed in conjunction with Environmental Assessment 2004-526 which was prepared for Specific Plan 2004-074, which was certified on January 4, 2005. No changed circumstances or conditions are proposed which would trigger the preparation of subsequent environmental analysis pursuant to Public Resources Code Section 21166. 4. Architectural Design The architecture and layout of the building is compatible with, and not detrimental to, the existing surrounding land uses, and is consistent with the development standards in the Municipal Code and Griffin Ranch Specific Plan. The building is concluded to be appropriate for the proposed building location. 5. Site Design The site design aspects of the proposed building, as conditioned, will be compatible with, and not detrimental to, surrounding development, and with the overall design quality prevalent in the City, in terms of interior circulation, pedestrian access. The building is properly sized with regards to height and floor area, and is situated at an engineer -approved location with regards to vehicular and pedestrian access. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. Additionally, the assorted species of plants, which are taken from the approved plant list in the Griffin Ranch Specific Plan, provide diversity and add character to the proposed building. The project landscaping for the proposed building, as conditioned, shall unify and enhance visual continuity of the proposed building with the surrounding development. Landscape improvements are designed and sized to provide visual appeal. The permanent overall site landscaping utilizes various tree and shrub species to enhance the building architecture. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: Planning Commission Resolution 2013- Site Development Permit 2006-872, Amendment 1 IOTA Griffin, LLC (Griffin Ranch Clubhouse) Page 3 SECTION 1 . That the above recitations are true and constitute the Findings of the Planning Commission in this case; SECTION 2. That it does hereby recommend approval of Site Development Permit 2006-872 Amendment 1, for the reasons set forth in this Resolution and subject to the attached Conditions of Approval. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on this the 24`h day of September, 2013, by the following vote: AYES: NOES: ABSENT: ABSTAIN: KATIE BARROWS, Chairperson City of La Quinta, California ATTEST: LES JOHNSON, Community Development Director City of La Quinta, California PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 GFNFRAI_ The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Site Development Permit shall comply with the requirements and standards of Government Code § § 66410 through 66499.58 (the "Subdivision Map Act"), and Chapter 13 of the La Quinta Municipal Code ("LQMC"). The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.la-quinta.org. 3. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) — Whitewater River Region, Improvement Permit) • La Quinta Community Development Department • Riverside County Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvement plans for City approval. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 1 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 4. Coverage under the State of California Construction General Permit must be obtained by the applicant, who then shall submit a copy of the Regional Water Quality Control Board's ("RWQCB") acknowledgment of the applicant's Notice of Intent ("NOI") and Waste Discharge Identification (WDID) number to the City prior to the issuance of a grading or building permit. 5. The applicant shall comply with applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. R7-201 3-0011 and the State Water Resources Control Board's Order No. 2009-0009-DWQ and Order No. 2010- 0014-DWQ. A. For construction activities including clearing, grading or excavation of land that disturbs one (1) acre or more of land, or that disturbs less than one (1) acre of land, but which is a part of a construction project that encompasses more than one (1) acre of land, the Permitee shall be required to submit a Storm Water Pollution Protection Plan ("SWPPP") to the State Water Resources Control Board. The applicant or design professional can obtain the California Stormwater Quality Association SWPPP template at www.cabmphandbooks.com for use in their SWPPP preparation. B. The applicant shall ensure that the required SWPPP is available for inspection at the project site at all times through and including acceptance of all improvements by the City. C. The applicant's SWPPP shall include provisions for all of the following Best Management Practices ("BMPs") (LQMC Section 8.70.020 (Definitions)): 1) Temporary Soil Stabilization (erosion control). 2) Temporary Sediment Control. 3) Wind Erosion Control. 4) Tracking Control. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 2 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 5) Non -Storm Water Management. 6) Waste Management and Materials Pollution Control. A. All erosion and sediment control BMPs proposed by the applicant shall be approved by the City Engineer prior to any onsite or offsite grading, pursuant to this project. B. The SWPPP and BMPs shall remain in effect for the entire duration of project construction until all improvements are completed and accepted by the City Council. C. The applicant shall execute and record an agreement that provides for the perpetual maintenance and operation of all post -construction BMPs. 6. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). 7. Approval of this Site Development Permit shall not be construed as approval for any horizontal dimensions implied by any site plans or exhibits unless specifically identified in the following conditions of approval. 8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. 9. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS 10. Prior to issuance of any permit(s), the applicant shall acquire or confer easements SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 3 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction and reconstruction of essential improvements. Pursuant to the aforementioned condition, conferred rights shall include approvals from the developer or the HOA over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of the master development. 1 1 . The applicant shall furnish proof of easements, or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments will occur. STREET AND TRAFFIC IMPROVEMENTS 12. Streets shall have vertical curbs or other approved curb configurations that will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations. If a wedge or rolled curb design is approved, the lip at the flowline shall be near vertical with a 1 /8" batter and a minimum height of 0.1'. Unused curb cuts on any lot shall be restored to standard curb height prior to final inspection of permanent building(s) on the lot. The applicant shall extend improvements beyond the SDP boundaries to ensure they safely integrate with existing improvements (e.g., grading; traffic control devices and transitions in alignment, elevation or dimensions of streets and sidewalks). 13. The applicant shall submit current mix designs (less than two years old at the time of construction) for base, asphalt concrete and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 14. Improvements shall include appurtenances such as traffic control signs, markings and other devices, raised medians if required, street name signs and sidewalks. PARKING LOTS and ACCESS POINTS SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 4 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 15. The design of parking facilities shall conform to LQMC Chapter 9.150 and in particular the following: A. The parking stall and aisle widths and the double hairpin stripe parking stall design shall conform to LQMC Chapter 9.150. B. Cross slopes should be a maximum of 2% where ADA accessibility is required including accessibility routes between buildings. C. Building access points shall be shown on the Precise Grading Plans so that ADA accessibility issues can be evaluated. D. Accessibility routes to public streets and adjacent development shall be shown on the Precise Grading Plan. E. Parking stall lengths shall be according to LQMC Chapter 9.150 and be a minimum of 17 feet in length with a 2-foot overhang for standard parking stalls and 18 feet with a 2-foot overhang for handicapped parking stall or as approved by the City Engineer. One van accessible handicapped parking stall is required per 8 handicapped parking stalls. F. Drive aisles between parking stalls shall be a minimum of 26 feet with access drive aisles to public streets a minimum of 30 feet as shown on the Site Development Plan site plan or as approved by the City Engineer. Entry drives, main interior circulation routes, corner cutbacks, ADA accessibility route to public streets and other features shown on the approved construction plans, may require additional street widths and other improvements as may be determined by the City Engineer. 16. General access points and turning movements of traffic to on site private streets are limited to the access locations approved for SDP 2006-872 AMD 1 and these conditions of approval. 17. The applicant shall design street pavement sections using CalTrans' design procedure for 20-year life pavement, and the site -specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows: Parking Lot & Aisles (Low Traffic) 3.0" a.c./4.5" c.a.b. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 5 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 Parking Lot & Aisles (High Traffic) 4.5" a.c./5.5" c.a.b. Loading Areas 6" P.C.C./4" c.a.b. or the approved equivalents of alternate materials. 18. The applicant shall submit current mix designs (less than two years old at the time of construction) for base, asphalt concrete and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 19. Improvements shall include appurtenances such as traffic control signs, markings and other devices, raised medians if required, street name signs and sidewalks. 20. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the City Engineer. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect," refer to persons currently certified or licensed to practice their respective professions in the State of California. 21. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans). 22. The following improvement plans shall be prepared and submitted for review and approval by the Public Works Department. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified, unless otherwise authorized by the City Engineer in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. On -Site Precise Grading Plan 1 " = 40' Horizontal B. PM 10 Plan 1 " = 40' Horizontal SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 6 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 C. WQMP (Plan submitted in Report Form) NOTE: A through C to be submitted concurrently. (Separate Storm Drain Plans if applicable) Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. All plans shall show existing improvements for a distance of at least 200-feet beyond the project limits, or a distance sufficient to show any required design transitions. All On -Site Signing & Striping Plans shall show, at a minimum; Stop Signs, Limit Lines and Legends, No Parking Signs, Raised Pavement Markers (including Blue RPMs at fire hydrants) and Street Name Signs per Public Works Standard Plans and/or as approved by the Public Works Department. Grading plans shall normally include perimeter walls with Top Of Wall & Top Of Footing elevations shown. All footings shall have a minimum of 1-foot of cover, or sufficient cover to clear any adjacent obstructions. The applicant shall prepare an accessibility assessment on a marked up print of the building floor plan identifying every building egress and notes the 2010 California Building Code accessibility requirements associated with each door. The assessment must comply with the submittal requirements of the Building & Safety Department. A copy of the reviewed assessment shall be submitted to the Public Works Department in conjunction with the Site Development Plan when it is submitted for plan checking. In addition to the normal set of improvement plans, a "Site Development" plan is required to be submitted for approval by the Building Official, Community Development Director and City Engineer. "Site Development" plans shall normally include all on -site surface improvements including but not limited to finish grades for curbs & gutters, building floor elevations, wall elevations, parking lot improvements and ADA requirements. "Street Parking" plan shall include appropriate signage to implement the "No Parking" concept, or alternatively an on -street parking policy shall be included in the SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 7 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 CC & R's subject to City Engineer's Approval. The parking plan or CC & R's shall be submitted concurrently with the Street Improvement Plans. 23. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the "Plans, Notes and Design Guidance" section of the Public Works Department at the City website (www.la- quinta.org). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 24. The applicant shall furnish a complete set of all approved improvement plans on a storage media acceptable to the City Engineer (currently mylars). 25. Upon completion of construction, and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans which were approved by the City. Each sheet shall be clearly marked "Record Drawing" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as -built conditions. The applicant shall employ or retain the Engineer Of Record during the construction phase of the project so that the FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the Engineer Of Record may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. GRADING 26. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 27. Prior to occupancy of the project site for any construction, or other purposes, the applicant shall obtain a grading permit approved by the City Engineer. 28. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical ("soils") report prepared by a professional registered in the State of California, SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 8 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control), and D. A Best Management Practices report prepared in accordance with LQMC Sections 8.70.010 and 13.24.170 (NPDES Stormwater Discharge Permit and Storm Management and Discharge Controls). E. A WQMP prepared by an authorized professional registered in the State of California. All grading shall conform with the recommendations contained in the Soils Report, and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. A statement shall appear on the Final Map that a soils report has been prepared in accordance with the California Health & Safety Code § 17953. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 29. The applicant shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open graded, undeveloped land shall either be planted with interim landscaping, or stabilized with such other erosion control measures, as were approved in the Fugitive Dust Control Plan. 30. Grading within the setback and parkway areas shall have undulating terrain and shall conform with the requirements of LQMC Section 9.60.240(F) except as otherwise modified by this condition. The maximum slope shall not exceed 3:1 anywhere in the landscape setback area, except for the backslope (i.e. the slope at the back of the landscape lot) which shall not exceed 2:1 if fully planted with ground cover. The maximum slope in the first six (6) feet adjacent to the curb shall not exceed 4:1 when the nearest edge of sidewalk is within six feet (6') of the curb, otherwise the maximum slope within the right of way shall not exceed 3:1 . All unpaved parkway areas adjacent to the curb shall be depressed one and one-half inches (1 .5") in the first eighteen inches (18") behind the curb. 31. Building pad elevations on the grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the SDP exhibits, unless the pad SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 9 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 elevations have other requirements imposed elsewhere in these Conditions of Approval. 32. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved SDP exhibits, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance review. 33. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation. Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. The data shall be organized by lot number, and listed cumulatively if submitted at different times. 34. This development shall comply with LQMC Chapter 8.11 (Flood Hazard Regulations). If any portion of any proposed building lot in the development is or may be located within a flood hazard area as identified on the City's Flood Insurance Rate Maps, the development shall be graded to ensure that all floors and exterior fill (at the foundation) are above the level of the project (100-year) flood and building pads are compacted to 95% Proctor Density as required in Title 44 of the Code of Federal Regulations, Section 65.5(a) (6). Prior to issuance of building permits for lots which are so located, the applicant shall furnish elevation certifications, as required by FEMA, that the above conditions have been met. DRAINAGE 35. Stormwater handling shall conform with the approved hydrology and drainage report for Griffin Ranch. 36. The applicant shall comply with the provisions of LQMC Section 13.24.120 (Drainage), Retention Basin Design Criteria, Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. More specifically, stormwater falling on site during the 100 year storm shall be retained within the development, unless otherwise approved by the City Engineer. The design storm shall be either the 1 hour, 3 hour, 6 hour or 24 hour event producing the greatest total run off. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 10 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 37. Nuisance water shall be retained on site. Nuisance water shall be disposed of per approved methods contained in Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. 38. In design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered to be zero unless the applicant provides site specific data indicating otherwise and as approved by the City Engineer. 39. No fence or wall shall be constructed around any retention basin unless approved by the Community Development Director and the City Engineer. 40. For on -site above ground common retention basins, retention depth shall be according to Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems. Side slopes shall not exceed 3:1 and shall be planted with maintenance free ground cover. Additionally, retention basin widths shall be not less than 20 feet at the bottom of the basin. 41. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental storm water (precipitation which directly falls onto the setback) will be permitted to be retained in the landscape setback areas. The perimeter setback and parkway areas in the street right-of-way shall be shaped with berms and mounds, pursuant to LQMC Section 9.100.040(B)(7). 42. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 43. The development shall be graded to permit storm flow in excess of retention capacity to flow out of the development through a designated overflow and into the historic drainage relief route. 44. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 45. The applicant shall comply with applicable provisions for post construction runoff per the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-201 3-0011 and the State Water Resources Control Board's Order No. 2009- 0009-DWQ and Order No. 2010-0014-DWQ.. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 11 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 A. For post -construction urban runoff from New Development and Redevelopments Projects, the applicant shall implement requirements of the NPDES permit for the design, construction and perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as required by the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-201 3-0011. B. The applicant shall implement the WQMP Design Standards per (CRWQCB- CRB) Region Board Order No. R7-201 3-0011 utilizing BMPs approved by the City Engineer. A project specific WQMP shall be provided which incorporates Site Design and Treatment BMPs utilizing first flush infiltration as a preferred method of NPDES Permit Compliance for Whitewater River receiving water, as applicable. C. The developer shall execute and record a Stormwater Management/BMP Facilities Agreement that provides for the perpetual maintenance and operation of stormwater BMPs. LJTII ITIFS The applicant shall comply with the provisions of LQMC Section 13.24.1 10 (Utilities). 46. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground. 47. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located as to not conflict with access aisles/entrances. LANDSCAPE AND IRRIGATION 48. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 49. The applicant shall provide landscaping in the required setbacks, retention basins, common lots and park areas. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 12 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 50. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a landscape architect licensed in California. 51. The applicant shall submit all landscape plans for approval by the Community Development Department with green sheet approval by the Public Works Department. When plan checking has been completed by the Community Development Department, the applicant shall obtain the signatures of CVWD and the Riverside County Agricultural Commissioner, prior to submittal for signature by the Community Development Director. Final landscape plans for on -site planting shall be reviewed by the Architectural and Landscaping Review Board and approved by the Community Development Director prior to issuance of first building permit. Final plans shall include all landscaping associated with this project. NOTE: Plans are not approved for construction until signed by the Community Development Director. Prior to final approval of the installation of landscaping, the Landscape Architect of record shall provide the Community Development Department a letter stating he/she has personally inspected the installation and that it conforms with the final landscaping plans as approved by the City. If staff determines during final landscaping inspection that adjustments are required in order to meet the intent of the Planning Commission's approval, the Community Development Director shall review and approve any such revisions to the landscape plan 52. Landscape areas shall have permanent irrigation improvements meeting the requirements of the Planning Director. Use of lawn areas shall be minimized with no lawn, or spray irrigation, being placed within 24 inches of curbs along public streets. 53. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets" latest edition, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. 54. All trees shall have a minimum trunk caliper of 2.5 inches and minimum height of 10 feet. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 13 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 MAINTENANCE 55. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 56. The applicant shall make provisions for the continuous and perpetual maintenance of perimeter landscaping up to the curb, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 57. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits. FIRE DEPARTMENT 58. The required fire flow shall be available from 3 Super hydrant(s) (6" x 4" x 21 /2" x 21 /2") spaced not more than 400 apart and shall be capable of delivering a fire flow 1500 GPM per minute for two hours duration at 20 psi residual operating pressure, which must be available before any combustible material is placed on the construction site. 59. Prior to building plan approval and construction, applicant/developer shall furnish two copies of the water system fire hydrant plans to Fire Department for review and approval. Plans shall be signed by a registered civil engineer, and shall confirm hydrant type, location, spacing, and minimum fire flow. Once plans are signed and approved by the local water authority, the originals shall be presented to the Fire Department for review and approval. 60. Prior to issuance of building permits, the water system for fire protection must be provided as approved by the Fire Department and the local water authority. 61. Blue dot retro-reflectors pavement markers on private streets, public streets and driveways to indicated location of the fire hydrant. 06-05 (located at www.rvcfire.org) 62. Fire Apparatus access road shall be in compliance with the Riverside County Fire Department Standard number 06-05 (located at www.rvcfire.org). Access lanes will not have an up, or downgrade of more than 15 %. Access roads shall have an SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 14 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 unobstructed vertical clearance not less than 13 feet and 6 inches. Access lanes will be designed to withstand the weight of 60 thousand pounds over 2 axles. Access will have a turning radius capable of accommodating fire apparatus. Access lane shall be constructed with a surface so as to provide all weather driving capabilities. 63. An approved Fire Department access key lock box (Minimum Knox Box 3200 series model) shall be installed next to the approved Fire Department access door to the building. If the buildings are protected with an alarm system, the lock box shall be required to have tampered monitoring. Required order forms and installation standards may be obtained at the Fire Department. 64. Display street numbers in a prominent location on the address side of building(s) and/or rear access if applicable. Numbers and letters shall be a minimum of 12" in height for building(s) up to 25' in height. In complexes with alpha designations, letter size must match numbers. All addressing must be legible, of a contrasting color, and adequately illuminated to be visible from street at all hours. 65. Install a complete fire sprinkler system. Fire sprinkler system(s) with pipe sizes in excess of 4" in diameter will require the project Structural Engineer to certify with a "wet signature", that the structural system is designed to support the seismic and gravity loads to support the additional weight of the sprinkler system. All fire sprinkler risers shall be protected from any physical damage. 66. The FCD and PIV shall be located to the front of building within 50 feet of approved roadway and within 200 feet of an approved hydrant. Sprinkler riser room must have indicating exterior and/or interior door signs. A C-16 licensed contactor must submit plans, along with current permit fees, to the Fire Department for review and approval prior to installation 67. Install an alarm monitoring system for fire sprinkler system(s) with 20 or more heads, along with current permit fees, to the Fire Department for review and approval prior to installation. 68. Install a portable fire extinguisher, with a minimum rating of 2A-10BC, for every 3,000 sq. ft. and/or 75 feet of travel distance. Fire extinguishers shall be mounted 3.5 to 5 ft above finished floor, measured to the top of the extinguisher. Where not readily visible, signs shall be posted above all extinguishers to indicate their locations. Extinguishers must have current CSFM service tags affixed. 69. No hazardous materials shall be stored and/or used within the building, which exceeds quantities listed in 2010 CBC. No class I, II or IIIA of combustible/flammable SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 15 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 liquid shall be used in any amount in the building. 70. Exit designs, exit signs, door hardware, exit markers, exit doors, and exit path marking shall be installed per the 2010 California Building Code. 71. Electrical room doors if applicable shall be posted "ELECTRICAL ROOM" on outside of door. 72. Fire Alarm Control Panel room doors if applicable shall be posted "FACP" on outside of door. 73. Fire Riser Sprinkler room doors if applicable shall be posted "Fire Riser" on outside of door. 74. Roof Access room door if applicable shall be posted "Roof Access" on outside of door. 75. Access shall be provided to all mechanical equipment located on the roof as required by the Mechanical Code. 76. Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to plan review and field inspection. All questions regarding the meaning of the code requirements should be referred to Fire Department at 760-863-8886. 77. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with approved provision for the turn around capabilities of fire apparatus. 78. The minimum dimension for gates is 20 feet clear and unobstructed width and a minimum vertical clearance of 13 feet 6 inches in height. Any gate providing access from a road shall be located at least 35 feet setback from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. Where a one- way road with a single traffic lane provides access to a gate entrance, a 38-foot turning radius shall be used. 79. Gate(s) shall be automatic or manual operated. Install Knox key operated switches, with dust cover, mounted per recommended standard of the Knox Company. Building plans shall include mounting location/position and operating standards for Fire Department approval 80. Driveway loops, fire apparatus access lanes and entrance curb radius should be SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 16 of 17 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-872, AMENDMENT 1 IOTA GRIFFIN, LLC (GRIFFIN RANCH CLUBHOUSE) SEPTEMBER 24, 2013 designed to adequately allow access of emergency fire vehicles. The applicant or developer shall include in the building plans the required fire lanes and include the appropriate lane printing and/or signs. COMMUNITY DEVELOPMENT DEPARTMENT 81. Monitoring in accordance with Environmental Assessment 2004-526 is required during any earth-moving/grading activities of underlying undisturbed soils after the surface materials have been removed. SP 2004-074, AMD 2, SDP 2006-872 AMD 1 Griffin Ranch Clubhouse 17 of 17 Project Information APPLICANT: IOTA GRIFFIN, LLC PROPERTY OWNER: IOTA GRIFFIN LLC ATTACHMENT # 1 ARCHITECT: MCKINLEY ASSOCIATES, INC. LANDSCAPE ARCHITECT: IN -SITE LANDSCAPE ARCHITECTURE, INC. ENGINEER: MSA CONSULTING REQUEST: PLANS TO CONSTRUCT AN APPROXIMATELY 10,000 SQUARE FOOT CLUBHOUSE LOCATION: LOT AW OF TRACT 32879 (GRIFFIN RANCH) ENVIRONMENTAL CONSIDERATION: THE COMMUNITY DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THIS REQUEST HAS BEEN PREVIOUSLY ASSESSED IN CONJUNCTION WITH ENVIRONMENTAL ASSESSMENT 2004-526 WHICH WAS PREPARED FOR SPECIFIC PLAN 2004-074, WHICH WAS CERTIFIED ON JANUARY 4, 2005. NO CHANGED CIRCUMSTANCES OR CONDITIONS ARE PROPOSED WHICH WOULD TRIGGER THE PREPARATION OF SUBSEQUENT ENVIRONMENTAL ANALYSIS PURSUANT TO PUBLIC RESOURCES CODE SECTION 21166. GENERAL PLAN: OPEN SPACE - RECREATION ZONING: LOW DENSITY RESIDENTIAL (EQUESTRIAN OVERLAY) SPECIFIC PLAN: GRIFFIN RANCH SURROUNDING ZONING/LAND USES: NORTH: LOW DENSITY RESIDENTIAL EXISTING RESIDENTIAL COMMUNITY SOUTH: LOW DENSITY RESIDENTIAL EXISTING RESIDENTIAL COMMUNITY EAST: LOW DENSITY RESIDENTIAL EXISTING RESIDENTIAL COMMUNITY WEST: LOW DENSITY RESIDENTIAL EXISTING RESIDENTIAL COMMUNITY pj - LLL 1 0' � ;w 0 F• v 0 - z IR • 4a, Ail MA Ij- F-�W :7 ---- ------- RN Le.'a , oy t§071 a 11 7s, AY r --mif ., sw Al Mw '41 , ww A �T lw; Aw vtla ity of La Qu i nta n I #-% V% &-%; &-% em M1 I IF; f%; 1011 &1% ATTACHMENT # 3 Griffin Ranch Project Area Site Map ,ITF FEATURES KI Kkk1mg Pn4d Kiftic-e Karratk4ml La-a.Amj Ft:" 11c Park. 4 rirr,ri,% ( awrl% i ViAlcha I Uimirl- - timiur 12 Foumaini Winer Fewurk! 13 Gas Fire Future 14 Sim Wd 11 15 Fit A ma I & RAIxd [,I~ saffw4m 1 S Iftud � I re VA Pi Lloyd x-od Buurrny Omr[k la 5-imninu RxA IF 71 Valk uu" i FLILLUV) JI F*Ir k&AMkWHi I F.LNUII 2J Spa i [ u rure 1 24 ReWL3* barlk-n 25 Go I F Cam rvlk i n I .6 27 ffiLL61no Pou A shade N ukc cudre mw Elf.. 29 rli-nlirtp rounlain 311 11 R: lflck N August 21, 2013 City of La Quinta Planning Division Community Development Department K Wv It �•T •b1[ M 4NENdE sO Pk ? J� 1 VENUE 52 L 5] F D ® 4YENUE SS PROJECT NORTH LOCATION POR-N O N 1/2 OF SEC. 1S. T 6 S. R 2 E. S &M VICINITY MAP RTA CONSTRUCTION NOTES ATTACHMENT # 4 GRIFFIN RANCH -TRACT NO. 32879 COMMUNITY CLUBHOUSE w AAVENUE54 + � M•r ��w• E. r � � m �1�4r m y a • i �yy u •r=.ar • •� i �� r •T { Y.yY m f'i j•ta•m• m••rn f cm „ N M f o _-..� i PROJECT O 1 SITE a Z � M � rr\y�yf f >• m � H• � LOCATION MAP (J� N.T,S NORTH SITE IMPROVEMENT PLANS NORTH CONCRETE PAVEMENT NOTE 1. THESE PLANS WERE PREPARED USING THE SURVEY AND BASE INFORMATION PROVIDED BY MSA CONSULTING. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS THE DECORATIVE CONCRETE PAVING SPECIFIED ON THESE PLANS IS THE COMPARED TO ACTUAL MELD CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK- IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE LITHOCRETEO PAVING SYSTEM. T.B. PENICK AND SONS. INC. IS A LICENSED CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF RECORD TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE LITHOCRETEOCONTRACTORANDHAS PROVIDED THE SAMPLES SPECIFIED ARCHITECT OF RECORD OF THE DISCREPANCIES PRIOR TO BEGINNG WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE WITHIN THESE PLANS, IF A NON-UCENSED UTHOCRETER CONTRACTOR LANDSCAPE ARCHITECT OF RECORD OR OWNER TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. INSTALLS THIS SYTEM OR A LICENSED OR NON -LICENSED LITHOCRETE0 2, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL CONTRACTOR INSTALLS AN ALTERNATIVE CONCRETE SYSTEM, IN""E UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED LANDSCAPE ARCHITECTURE, INC. SHALL BY HELD HARMLESS OF ANY UTILITIES AT NO ADDITIONAL COST TO OWNER LIABILITY, INCLUDING, BUT NOT LIMITED TO, CONCRETE AESTHETICS, DURABILITY. AND LONGEVITY. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT UMR OF WORK.. 4, THECONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDUIT AND IRRIGATION SLEEVING WITH OTHER CONSTRUCTION TRADE CONTRACTORS. k REFER TO SPEtEICA1IDNS FOR ADDRhOFAL TDOUIRIEM S. BASIS OF BEARING +ae a tW �h m a tw iaU iareU Rio ax w•s n s PROJECT INFORMATION 1]WNERS SENRRTN€ '.' ARCHITECT: ue�i A6olfda-LL{' P.O Box MIS T."IG ,Aswclales, Ix 1818 FhaLAremle Ce&—. CallTomb 9201E San DI., CA 92f 01 Co —Swa MOFenan Contad -Klrh Mda.* (619)8163596 (619)236-1134 LANDSCAPEAR I�f#V� E]LrLTaf V_e INUHBhJh InS. LA —e Amb6ec 'ht EWfiy Spec 2400 Hls t D—C , Rd,, SR 103 San Dk90 CA 92106 42600 Ca CL, SR 102 Palm Desert CA 92211 Lolled-Tlm JacNewsN Coo1ed-DaMBCel— (619)795-7603 (780)834-1537 CIVIL ENGINEER, SITE LIGHTING AND ELECTRICAL ENGINEER- MSA ConsJtlng Vlsuel Concepts, LLC 34200 Bob Hope Dd a RenG10 Mlmge, CA B2270 ]292 RP— R-1. St,C San Dk9o, CA 92111 CwNct -Bruce Kas.k Lan18C-Ke'Perez (T6o)320.9B 11 (658)2TB�503 1. 2 3. 4. 5. & T. & 9. 10. 11. 12 13. 14. 15. 18. 11. 1e. SHEETINDEX 1 2 SHEETT.1-1 SHEETSA-1 TITLE SHEET SITE PLAN 3-11 12-24 SHEETLI-1TOL.141 SHEET L-1-10 TO L.1-22 IANDSCAPECONSTRUCTIONPLANS IANDSCAPECONSTRUCTIONDETAIIS 25-38 SHEETLI-2T TO L.116 IANDSCAPECONSTFIXTIONSPECIFICATIONS 29 w-38 SHEET L.2-0 SHEET L2-1 TO L24 LANDS CAPE PLANTING IRRIGATION TITLE SHEET LANDSCAPE PLANTING PLANS 39 SHEET L2-10 LANDSCAPE PLANTING LEGEND 40 41-0 SHEETL2-11 SHEETL2-12TOL2-14 LANDSCAPE PLANTING DETAILS LANDSCAPEPLANTINGSPECIFICATIONS d4S2 SHEET 3-1 TO LA41 LANDSCAPE IRRIGATION PLANS 53 54 SHEET L3-10 SHEET L.3-11 TO L3_13 LANDSCAPE IRRIGAMN LEGENDI DETAILS LANDSCAPE IRRIGATION DETAILS STmI SHEET L3-14 TO L,3-16 LANDSCAPE IRRIGATION SPECIFICATIONS 60-72 73 SHEET E-14 TO EA-13 SHEETA-1-1 SITE ELECTRICAL AND LIGHTING PLANS BUILDING ELEVATIONS 74 TS SHEET A. -2 SHEFV At.t PERSPECTIVE RENDERING BUILDING ROOF PLAN 76 SHEET AI4 BUILDING FLOOR PLAN 71 TB SHEETS2-1 SHEETC1.01 COLORED STTJ LANDSCAPE PLAN PRECISE GRADING TITLE SHEET 79 TO BT SHEETC1.02TOC1.10 PRECISE GRADING AM PAVING 08 SHEETC1,11 DETAILS 89 Ib SHEETC2.01 SHEETC3.01 PUBLIC WATER TITLE AND DETAIL PLAN PRIVATE WATER AND SEWER TITLE SHEET 91-92 SHEET C302-TO C3.03 WATER AFAI LEWERR�OYEMBf15 93 SHEETM.04 DETALS 94 95 SHEET C401 SHEETC402 PRIVATE FIRE SERVICE TITLE SHEET FIRE SERVICE IMPROVEMENTS AND DETAILS '50 o [ . r' 1 BANS OF BEARING wer i/n pr NOTE: REFER TO SHEETS L.1-1 THROUGH L.1-9 FOR CONSTRUCTION CALL OUTS AND DIMENSIONS ma a corn rnncx ns. x ozos]e wzlra�uscnuiou Esrxe u' o�eea tuxs srnrmus L' 45 '+F REVISIONS wvaaxo wrt ecfiC^ INO10 W 199 ELEV 49971 nv sv�xs a >/v nr xwnxwes eoa ft 11TI Ll QVITA GRIFFIN uowms smcs* tw+eo za soo oo nooio ro �wn°rnx wsmu�cin..rmuz) ,. oR.N, ua. swie iar am . enwizxsx nuarnr r m -iA— �:., `7 d+,f+1/15 TJ ewerTi -w— EJEJ T . - .. NORTH RIGHT-OF-WAY LINE \ � -. PROl+ETITY Lmx xIm'lD FENCE +D RZUAIN - r r EXISTING LANDSCAPE AREA TO REMAIN EXISTING DECOMPOSED —� GRANITE TRAIL TO REMAIN \!: ,! UTILITY EASEMENT —� Tvpsrl- su.sr LA! VSl•PE PLAW;V m PLANS an DRNEWAY APRON, SECRETARIAT DR. SEE CIVIL PLANS Fl`m-lm*m 1� awl i UTATCHLINE - SEE SHEET LA = km m 0 �• /f,♦ f A, LIOW PER ELECT r PLANTING AREA (TYPO' Y 1 P• I SEE LANDSCAPE PLANTING PLANS D' s m' za• x• uDRm Iv_Aes r+ev i 1 1 1 1 1� 1u w 1w I CONSTRUCTION CALL -OUTS Q STOxRE M�xa uErA 1 Swi,ETe 1 W oa -wpgR[o ZO FE'OEIT—E s ,sx LTl,.,c xP`E QcoaErEPAVEwEar-,.rEo L a B5o sEERETMcat sNFFi�i trio ESAImLE 0 0 _. EO uL a, sxE,L. a E ®0 oE°rniiaisXxErEra.wrtx sPAxWXT�wESur.sEE ©0 EN—FORVEx-11Aa SEEOET� --1-1 v sHEETL1 ,s ID I�R ® o ,E-._17V�A o �w O =EO%,ll s,EErL 10 nES[BA = o o a.�AS:;.onR� aoa a�W �x s O ,WE,7E,,N55REErL,,,L I—REN5"` © O EEEOWl' E L, a ES�ROA 0 o AAC& ,SP�E—Ex.SON,TEREP- O ;EEOT.L O aEEOE•AL, <.S, 111 O IS-1-1.5—T ITMEEPuxEmXOP O a L�„,5 ETI,,, �wNWREAaaw O S O AL °5 ST W—H sEE CETAL G,ITAW�LCNUWA1LWaHs1Lt[O FlxSX OEi<icxA�Llww.0 mmxsiucco Flxisx ® saEa oSrAE. v, E sXL>;TL,15 WALLwrtXsrucco ansx , ®o a�aPe„EOP�SEEOE<w�rSXE�L, 5 FlxOX o ®s w „ Eammx��EwWx oEORxTN R SEEo T.a� �� L„a o ® r xi w sx Lt11 O oLwP�1�>fp b[D[.l50PKILs,1 ® iulOestlRafi NB YL4[[.Ox lRni+il EeLtiA�TOs"iFQeP[eP�enwRs.uL4'! Q®.p ® gw1450LEI5L11n1 �4n0Y45 piRWtn41J.s' tl ® ONea,aMIWFLeFmr♦11m1.4aLl�el,u� OQ EExEH SEEOEfAI WA SxEETL 3t (D ® TI—RKEF—LE SEWIOPTAL 385-111 aQi XRtwxa PosT. SEE—ILw5.5xEEr L,x1 OEuGPp,£ SEsoEOOa uSxEEr L,L, O 7IIC'.IM4Y{�,lR.PiMWpSST-,tl .•�M„P.ar,.,ff�E,wL�.Lxi.lx ®gERr�x�u o`uilvsTiMEn TEA IP'+aR cannAmnll nIc..Y. 1Wa1RE1. c01FABFOM, M,IOEIAY. MATCHLINE SEE SHEET L.1-1 -pm LOU CONSTRUCTION CALL -OUTS mxef°an sEE D—sal snEET t, Pse•,}PEgT'/LME 3u ••' ., '' t a 77' OI1%o6EEOElnLca sx[eiRE,ESN, 11EEDnni; b eq•, Ii L.+" ©� w 1.r r DO „,a>DaDSEEOET"°w,exEETL,1 PE ' p`'. - y LEI-M Ll O srnx snmswRuv. sEE 77 i 27 *. �'.{ f 1 & V❑ `I - - ' Rxi xPDR'rexlcu.Tl%Is sEE EI E.umxR6,E SP ''©' D u'. sx ET LI.11 sEE ,a 17 9 �..1J; i {i 1 E ✓-- f "• L i'._ Q ra w90 d'T, ¢L 4. 'i`. �• ' rseR 1 .. "�.'� � PREP D DwEsmes eucxl A 3"• s ... ,En Q sE Eln Lcat sxs>-rL, o— CO ULcae sOwcEiulm oTuwLcaOR.mava ENsx SEE SETxE t Y+ Y Y Y O EEDET"Lc o'ZL i ouPrs e°P PUD�n sEEOE:.E��6x�;�� `r onRnRuuT RPP N 9Nxn,�E 6EE DETn L ,z. 6nE�T L, „ «_ J PLANTING AREA (TVP.). SEE w 1IxsDflh _ w �@ sEEDET"Lc,6. SHEETL.1 f"�ctn caLD LANDSCAPE PLANTING PLANS 5 -�, `Y �^+,'WZ ��a,i « L t = O 5 ,ESISEEMM'foPl 111 01 ' W ® fPsuS*,nPEESPaELrExcEs cwlu LNx fpBRn: k $ -«I I11 •+ i� 4'ht. EE onuLc,°sxE>:.L ; 1 O EOE -151Ex 1-1 i L,' fr 19 w O 6 sTuccD Rnsx C,q G of Z EEDET7 sxEE= III f_µf J UeWJ,EP waLwrtx s 3! III 'i7 a 6 • y _ ss SIND x—UWULw,iHs,UaDH.va1 LIGHTED BOLLARD PEN 'f U F SE_ } RKS "sx"UEE?R L 41.w1—COER a, *1fAPLrtA553EE _-.{ =M® sEEDETox ,s a�x�Ea�P.u,Yww Ns - S s c' O SEED-1 5 vm n DfN"H Y - � 1 hL sEx o f � sH"Etiw'u snuwrtx sof uan. d nu"PonENNDCM,Ucai sxin sniccD rlu¢n Ec l.!EsvSS fnuPl TERwml sLnece nnsx . 6 �.� L We 59 d ri ❑ ® iEEDEiu uExsxrrrL '.16 FURNITURE(TYP.) ® Sxn°E„¢I1¢'n•sE[DEr �- •'{- C*_' T •' i. `` SEE INTERIOR ®"Pe,oT.>A-efW 4LrMTl,i•.T i' 4 DESIGNER PLANS O A'+tfAfDCeWPc f4IDwsta='rlatLs,e 1` X EF µ 4'hi O [wa* .SEESI GSI MA'x A 5 �. r .--., 6-r Is'C t-c•• f'-t 4t.{ u'-F _ L+'-C VYr ~�'' U p" pET eIa sEsuoc o.sxEOL ,s 23 L ' f l D a see 4 --. - RE—TED�HDRSE�scu011 sa DE 1—s� 141 1I t'hl r 1 U- �.wero.�ru++'re•t+aa Laorkw+a.�u1 I r + s 19 ®s�rc,wf66YYe.Yoam.NsxuwaY wsl LSt 4 tip_. - -T•`l- I" Ox _i- T e f _ __.T" _ _ ® euE wncxEs,:EDeruMSEDEEi L,., �xnEal , , - - - m p vYw!¢s1.ec>Bxa�Ixl �axLu1 • ' ' � x' 4' hl. lw � 4' hL �' ,e+dscootf. pap11rL1:lP Pa•Lwn 0 RnsrDLESEEDETALcao.sxE 011 xfl Tl lawrx P,¢tu.r } '1 •J'l •I ; • Trt. R Ir iI _ 1R•-T i' IM' Tw• fY.l• y-�• _ _. __ O 1 ,r•l• ♦ yY-Ip 11--r tf" '.. a6 Das ens DlSPEracH. SEE DETmui6nEETL-n L`. yam. , , 6HOH COxcRElECURe SEEDCTULC WEEi LI. BAss DF eEARiNr. PEw caws n°xs MATCHLINE - SEE SHEET L.1-3 ®Rf°Ecr'rcull�l ou�irvs,"�`RX° MP51ERNr°"onRcou S ,wE Y>.s,EPL. x DE mw«,n.. w wDD"°Pi:llnoiY" w�Rc R c°.P T.xEx u. x o:ni>e ww'aa e5'uwlE`D o' s 1B' zo' aB• $ NORTH SCALE: 1' 10 LW G ntNCn' .... a T'A �vu rv"R '•. REVISIONS RPwwEU a,E .RN wDlo eln xsB ELEv 49971 "'�• a CITY OF LA OUINTA, CALIFORNIA SHEET p547H-1 GRIFFIN RANCH COMMUNITY CLUBHOUSE - TRACT NO, 32879 or __ Pdra['eem pAm el leeev w.(n u '_'_ wrr a sewaxan,t ,wswx•E lunsta'e1 °fix„ _.- `-u,f.r ulm '• w LANDSCAPE CONSTRUCTION PLAN /1s/1 __ •gRVR uwe>L il.e[.1LLY SHEETS U ss 4 i R7 W f ! ' i� LIGHTED BOLLARD PER ELECTRICAL Pr MATCHLINE - SEE SHEET L.1-2 "'W51 RASS. SEE LAN0SC sPL&W "M PLAMEj PLANTING AREA CTYP,), SEE LANDSCAPE PIANTING PLANS M • 1 ,� - 1 y' I ,r I I I a -- ,2 J W LLI I. . W 1 B � ASP AIT PAYING, SEE. _. 3 1 = 0 CIVIL PLANS L L ~ r•i � 1� REMOVE SECTION OF FENCE AT NEW DRIVEWAY ANDSIDEWALK REPLACE MID � Wi5 wrm N[W TmMkIm. POSTS _ `"+�- -IMJOTT:II t754T11W 1'AT NEW FJ�.SEflAO:�..—_. ° DRIVEWAY APRON, 7T I•-L SEECJVIL PIANS_y GRANITE T%W TO REMAi1 -_ • - — EXISTING LANDSCAPE _- - - - - - - - - - AREA TO REMAIN 1 RIGHT OF WAV UTILITY EASEMENT SECRETARIAT DR. a' s lay zo' as WGAPM -ALE: —10' ��• aA .p - ~�Lasa7 m Lltr or LA -TA CITY OF L GRIFFIN RANCH COMMIJ 'Aa WJl3fI3 °EOt °Am LANDSCA TJ Br CONSTRUCTION CALL -OUTS DOBaeFlWx""'6,: ,�axwBBe° O EOETA 1 Ox,«��.=LW,.,'I�IFl«-�,EB.LIRE O -A. 0 O EM°6xNxv[ Lw vxAB �S�E`"oE°Al�w°�"Sx�°°iL -to ff oETALG(691EETL,to :EEDETu caE arEEIL.I-lD o �DETAL,R�;GTEDDD�T.ES,��R = o oETALL�ET.L.Ite LD-,SEE Q SFFOETucOp.sI�T�V�1111C�]S,FEM"d.ANO xEm 0O �0BTALL,e5�E�5Wm,WxLxEIEB0xDE� O o QED u W MGOBEEx-SCH I ff Bx° E ALGt:.nE_ 1.12 «tC°�—L,G;—TA— SF£oElAl wi.�wUE�Lt I] 0 SH1-04E515EE PuxEox xElcx,sl ® BIffl U5.5 MLt-tx cxNll uux A" `SEEDETA111E.EET 1 � ss �u eu�w I.W,msucco nxLw O 5EE°E„L`�]��wWALLWI�srv<°LFl�x SEE OETAIL.MTBIffETL WWALL WmI SII.ttO FlNlsI SEEVETALU, SrA:ETr"L.,I°--ISNI WEIIISNLCOfM691 ® 5 EOET�en", e�xEETLt15Nl WITH ENLc0 FlxI5N ®o_BEP ❑ O 5 �,xEu6p'AEDETARC.te SIftT SNCrA FlNISM ® SIN0EmFL69 9EE DETABCa SIEFIL li O EDDxeAA 5E uWn sxEEE s19 uae Ew,urANc gEDETAILcao snEerl.E © LxdAx FlBETABLE SEEOETNL WI,SxEETEt-I9 ® A.t.00liRtxaxa9A]A]Lca.ba!Le:o of IGo;Y1[0'EELICN1LP+iI[.aKw e36xl¢eLL,}I Q®p ® r11na.Pl,T-"/A YEfILLFLBa�IIRClrY4-0A HAta 0 O htP1Y+6IeJ"'MsLOBaIa�ELiGwflC+ll:. Q ® BEKx SEE0ETAL SxEEf l ® O BRE BALx sEEDEe4wr5xetTLlal ,D O TxAsx BEtEB -SFEI—We.1—Lla, O xrrcrex0ro OEFDEmL SxEEl 1 yO EucxoLE SEEDETAxcm slsETLtat ® PICMC TAaEBEE0EtALUI.SxF£TLI.E ® D00BW o6PFEL5EB 5FE LETALUi SIEETL1ax O 6xIGx L0NLBETECNU SEEDEIAL L115xFETEI-a AEcranla oLuxBs,Ex OxrmEl. W�°"BALcdI.IMOFlI eW1.Y 1:/ tr-r Ir-�• - -.. LEN,..r .� BAT O� F BEARIN[ NMne! tom^ of K(tl CP:f ,WY 6 +e ATSf ii�s t1�3 rsitr Xl � I W PEI1 CaM liM AREATOREMAIN "w _.* t'x \ STI�GTRAILTO 1 —PO TING AREA (TW-),SEE REMAIN a �� LANDSCAPE PLANTMG.ILANS '\Y 1 lI " AFT OF WAY �--` (,AATCNL fNE - SEE SHEET L 1-5 MERV GRIFFIN WAY f' 1 1 Ql �� 1 1 o' s 1a• za' as NORTH SCALE:1"=10' CONSTRUCTION CALL —OUTS STOxe FFdH SEE0ET4.�cat gffEf tL tcOLan� '� nCONCimaaD sff o�.8c�Y°a,c�Tu„roo+ErtSur1E 0 O moo. FORr�:s�a L,-,,wrF 0 OK�",o OA�E N lam O u�� a umv O-``TT�xoE"ll16rs ❑ (R) �oF� ® sro,oE��•.� SN �T.� �.s�TL,.,s ® srael.ww.aFa+rsa>rrrl �.r 0 ass.a4.rr>Qawcn->TCTT.•.•. .nrawraw xT�w+oaT�1•a ® M�N4 Wa12T0 mlfd ►B5:*1 © :11 —••Z II�r�L,-, ee�a®arrn+oAn�►wr.+Trraxrnxmecrr,..e• ® 1rMCOIf.E��a�YGARf1r0t» ®p raw.ws-wra*-w�..Iar CI—L,I © Iws+scaruv.o.I+a-A+n s Q nwc atmta+.wtea+...m. o�wawwaaewconncc.samT.rc Q, rwww +rRu mlTwcarcT�sm = Mom,= ' NET- �..Y IN [o,o ,a.cN ws. x orxs,s `«'I�'ssux:o: xa ra,`�u�Eo �a cxas x s m m m = 42 mm =M�7==�Mmm mmmmok MATCHLINE - SEE SHEET L.14 F p RAWMV3 MIA tTym. Me L4WBCAPE V{AltTpy�pl YNE&T 42 MATCHLINE - SEE SHEET L.1-6 M99 ELEV 499 )1 ela�MreM1 ram '}x" P 4H + 1 Agal V NS C.L P CML PLANS y1 9 ' • wuY ► 1Tl. � , 4� 1 v� Its � r w w w w w z FUTURE SPORTS ' COURT OR AMENITY 1 v s 1p 40' ]p' W]RTH YCAIE i'zflT CONSTRUCTION CALL —OUTS ©OE xxIEG O ;j" _ GEEGETnI[ W, sx� ° po�M""� O dlT�wx�G,GEE-AAMENTtWI �1TE .aE QI. DSEEUETULW,s TLI.ID vlt © CONDR msxe l' Svwx[amEox SEE insx soxviUcu AAAss s` oe?xixwisxiEii`.'.,o DOE— OETAa coa,SHEerI „S c ssEOETALoasTl SHxEET[.,,e ovEs sEE OEin4 Wr, SHEET L.'.1 oouEnes leuexl SF£TGET`i*WS, binEENLEenucbuxDS ECNG auo xESEE 0 0;EEGETwa�,o=,�.=t;ITM[oxGxETEeGxGEa o sEGET11111,HE o =EEG nx I,.,HEETL,,, INATxxEPxG 0 0 E�A7'.;n 'L„ IGEEP��x m Tsl O FGTALfE6L5�0 p'Eawxx[xx xxTnex NI O REGETA III-E 1-14 H x oEN H 0. siEOET>icaiT'sne�i[i"uW01wm,srvcca Rxax 2-11-81 NDiiciixswu I—T—nxlsH 'see oeTAsEBTANHEETL.,ns wnx STUccGRIB, ® (5 ANo oo ZEEDTANvuNT sEEGEiw[caa sx .I Saws Elxlsx ❑ O 3 meeETA SONGMUSI,AsiertN,xsrvecunwsx ® Er/M�'n,fp9Asa[nasa[Lutl ® sxAGEmEu SEED-1 O PEGli,lt'Cnsf TfSFiRatoP i4KTl.ua w�Tunsnaeaf�at.e O wRKxYYY4SRNLARfw(4i14s ® E xr.Seeoeiu SxEETL,',S mO W4111ni [wMI. SiIWWL)z6a'fL[n O B,Py04a1¢'AaN t[i AU RRf6M O xEIACPTE➢'xG0.—UL-RE SEEGEi 1"EETL,2, ®''JIIJif.TpCa'rr<IVK41�[L#t9Pa1W1.F L,Y, ® O 8 Y lEiTutGvi,Hili ySETAC WS SxEETL O tflfa 5[Rrth'cf. 4E1 ^Jt^AL6iLB1A�' O HxcHING VGs,,SEE OETaa S.S SxEET L,s, a .I ® IR. ae a. GG D<tSLI$ p r+nwlutf[wan �ALC4 p4[SSLrII ® ,EcwxuiG�ll uuv fxAxx G.Ah AxLl,I.1. o x„vxrrn. wxraacox xooElaom,. MATCHLINE - SEE SHEET L 1-5 r H� --_��—� r BASIS 0� BEARING r r mmFwsT tn�,nr�a a wm luui s x ozoSY �T(wn u G lox[ w1u� r[� m�s SECRETARIAT DR. — yam_ 1 F w -1 w S w z \WAY aXmm LVCMCAVEAREA TO REMAIN OEEXISTINGDECOMROSED GRANEfE TRAIL TO REMAIN _ Y EASEMENT { , 1 r s 10 - -- NO'- SCALE: 1-11' aSaT CITY i^�qr.Y �IXJ `• GRIFFIN RANCH CC W�Sh1 �TJ n art LANI 0 0 W�— 0 0��_� -- o ,a �9 ® gEUErN�Gm s�T1, i0 I� � SE�Eo �oo,.eHlL,-io oO,E,YE51BJap —� oET9,2'TLt-to llliucpo0.lapWEt F•dlil SEi: a— Tc=esEETli it wn 'O`'- � �oer�iluN,r�LM,xcaxclFTEBORo6i 0 0 �'woe?.uFn�1L,.,`�'w,Lwru�rnvxn-. 0 st>�nu awx��L,n ® .so:ocr"nro5 sff°ii-'+s�R.v,wn�m,s t�E�`�n sffr °uwxLwm,m,cco� O � caasgTuns ❑ ®'��'T�T �T�" �s�� >p a.rY,.e sxmaxccn wol.+. OI w+x me�uew•r1u nra asra�+. Oy Y.WY6T,fiL Sli WL9+f;1'Li11 ® H1RY 4Y1RGMi CCdA W.TMLN ® F154pladLM oq{pW UCR6TL,i 0 gxrxGNNdWa+err�vxnsxw a; ®p r,e.ueneerra+am�ln O4 ,.,w�,oa+l�orMLcn swn,a � �N...��Ao. r,�L1:• Q n0atlNYriCmMxLGeYLL1ua � MOMnaom.>Qaraca�asTA.+a � rw.� oetim�.eracaw aa..w I \ \ RIGHT OF WAY LOT 40 �aanvcuMDscAVE f 4"\ �� EASUIEW co t, ARP�xa REl1AL1 �'/� i! � Lu ` MSTING DECOMPOSED R � k \PLANTING AREA (>y), SEE LANDSCAPE PUNTING PLANS \ / loom ft-. PA .SEE CIYt , BEAq O� B°G A�eRIN�G ° P MATCHLWE - SEE SHEET L.1-5 o• s• 10' za• w• 2 ME EASrtRLY N Qi ,Ne sfu,xfAs*°�in edYs xme w emo ,nxw ns. x Orwx n (xw eesG°xorrtLle °n,uul. _ NORTH—LE:1-10' N REVISIONs rsmiauco a,c IIENCH INDIO RM #99 ELEV. 49971 �ewL V•°1a Ya4gi xu.°www.w �}.. F� —xa w.x n°rc ,.• wxx�� CIT• 4547 OO�w1w1�1 A. YlOY Y1�10 �1r - �Pr- '^^7J '• fiKIYYIN FIFNI:l CONSTRUCTION CALL -OUTS; O `1W k� a- _ � �xecae sxss*�.o""4Lcaw,xw�u reasx.� O�P�"d 0 O TL- xx�E°�°� o�-`�P4x.GU �. ® k£o�ETu'�� EuirH tHNNIeacFwuc. o�w�,°�w o�xt"t—.,�°°�x sw. e4ea>�x,c�. alo,aeawA wm rrvacti �+ax II0 �swa44senuro Q a.n vwarama..,xnitis ® wm muur.nKneAr�aee,..o O Ixl" [i,meuKT 91i PIieLPi° OMiti,e ww,..r lelCn¢pa..w[I te.,i O wluawT KIKSRc8bw�l.te © WYYuwc.�meeA 4AIP8i w .i,wnxew-trwii.eeaanan ® x,oeaoomeaaw. xwa,ts © ceam.or•o.rva uaexcnxaTe.,a tl O J�19RwcMewleeas°'•F>•A415i,[[r�,a• I� ® 4i%1K� G%t,CL Liie m � m.exe®s.ne�Kwtwel�reLu+ O �'3+OeWl.xry KMlwkfeltvl O A.c,aiQs[ruya 4RRx xa, ® +tnKelll ne(rw � a ® s9 wovaueep R"°tap 9iCle.m O 11Yp�rtli cYs 84cTcsY sem,.�ID O xECYL,AA1j°9lR'Cet�1Cp:�Ndp4 w1 Hi'60t1." r--r- 1 ' ASPHALT PAVING, SEE CML PLANS 1 � PER ELEGTRiCAL PLANTING AREA (TW ), SEE LANDSCAPE PLANTING PLANS '# w _ = _ m BASIS 0� BEARING e mvnl war. .SEA. s�ess s�zuim v Knmc �s�,o6 w mm ,rAEw As � • My u n xoK a ulup MATCHLINE -SEE SHEET L.1-7 EXISTING POST OFFICE TIIRFGRASS, SEE LANDSCAPE PLANTING PLANS MATCHLINE -SEE SHEET L.1-9 (Q. e`Y UTL-EASEMENT 7 e 1 �R11 . E705iPwsIAAbSt:AYB � I ,1 ARvr TOIl99fAN � �� 11 't 1 P 5 10' 21Y 3d NORTH SCALE:1"=10' CONSTRUCTION CALL -OUTS N-1vrte-ruTwuaLw.E�.aAan O o �IwE�.stEeET,A�,.E�TL�n lt.f0 I� Q nSaaBSp.�vETuca .9fEi Lt-tFiEseutE O =nnN5UP5E�uCA ELmpvvE E N E .SffoErucvs.e�EEi Lt-tv — Q �oETucai9�aT�. oEi.LLLv6. AIRTirostGww'ES O R+ESSm �1Puxu1®voeE1eE51RKAp — 0 velulvaA sxffr�,-w luzu Klv0.lPVAfl TEN EEE O ffO ULv g"NULL dHS.uDus 0 k4,P 5MEETE O SEEDETu.Sx[ET Lt. ED ZIM � *�n o sEE�s�hL�D o � uc,sE�r�'si,sISEERAvroereextsl. ® SFE GtA SNR-fLBxEmm�OPN IeM Euec '' � 4�E VEIY FEBCE5�us1E ® sH OETK Ua sF£*YMwnxslLCm Psm11 O t��Mw�r�nuwnuxlmsnEco mtmc ® sEE �uc�a..s�Er:rLOuwruxm�a-iuccortxsx ® a£OETU Gn.SKEf L1E �� ® s�EVLT.1ca.LtsN1x1M51uxv TEN MNfLLwASi[a wm�5,0000 rs� Nm�ioOEo txLsiktT Llts ❑ ® EgE6fNAlvtlEl PeASTFA xIMsiuU'n laEw �OETM. Crt,EM&T It-O O ri, %IruE x',tR alLaF6 f+IX1i.w © s:Aa'tnef tr,me'-�PAFLL9rtf.Ly^'+ O OA'Y t,R'SAe'�fgoE�We,lretLL'-u ® Ke'q#Y K1CCs�4tgt[,L41 o kV +NY.M1 ile. C Y rt L P © RVEYtT.6SaAiY.Y1161t+"e o ARAMWLMOL .LW 4�LW ® n�"xvc.RieLaolw.w.. msa nwmo•+oer,,nana:.Eaa-ra>a Pa.L.n oa ®nwAce�.s�atellrn.n.sulx+ncae •1�tt. ® t�LonNuawlea:.�PL>�eueA4LEs�;v O ® 6Ew15EEEEfuGE.sxEtTLut ® O +e4e eA�ettJAGle slatLtn o Anpi![�Nx.m.0 O anawcmE.wtm mnea �a Lta � Ir.ap+a.eeralaaLRAww.ua m.e._Ro�•nesa piswnA.emacv. 1 d _ «,LLJ 10 — MATCHIUNE - SEE SHEET L.1-8 m m m m m m TURFGRASS,SEE LANUSC-E PE WWG PLAN m m� m m ♦• 1 ii 4i PLANTING AREA •'� (rVP.1. SEE .` LANDSCAPE �I PLANMGPLANS S I m'^4' i l lfrILNY EASEMENT —�� O .gyp eT— waWTIETR oTOREM SECRETARIAT DR. iillAIRIE TRAxL T4 REMAIN - -�-s— U �- r� EXISr1NG INOSCAPE AlIEI, :O REMAIN LOT 57 LOT 233 BA I� 5 RSA Iro rs rxe unEatr u or rx inrAn ,si. ora a,a b wrp -E. a. x pzpa- xlu� dsu�i.., I ,`uu� ovsx wns n Y }7 M . a- 5' so' 21 as NORTH SCALE: V 11' ✓ r ~`..a �.- s p I arY aF LA apNTI � — +� E454J � wa � GRIFFIN RAt' ae,n5/)3 Td I w,E CONSTRUCTION CALL -OUTS 0 � sT�armaa,sEEOEvu car nmucaw,vuwaEp C' •xi°Y"cxxcsn s�a�sEwrsffffEr .im- E n,aemao sEEaruco,.s�aErL.tna ©0 �tx PSFOEMuliarpSMEraa�E �Fn�pEu � s urxxurEsuo:E Q©[On'rnF'PA'vElar-Imm5>/,nmatiEEwEqur sEE m0,Fm sENKuua nxrw55Esv uscax s>,[Ertno G sFEcas Sxffir,no O' `seeonuiFax,sxenu,n pOxEMEs(BMCR. o sEEo�aE �R�,tLE�a,S �Mrr N,o�E,S OOpET14,0r5Lxm ONAEEecaci Q SEEp�ETNLc� SxE�ET Lusr. 0 O s G,x.s~ ,x EP,�p,apap ,05 �vKw=D,cE�urESlsE=_R.wRw �tcxrn eixoniz-;asp'"x-rracwnxcwixcN. r. sEE OEaao TsxEEr� , 'siEaT•ao,s s„EET L, „wmisTucco Flxsx O �EpaTNLp�a51�T�„5 LN�S.pEppR� sEE OErM Git�sxFErisul NlMsr,.tcp RASH ® SEE pEruLraz sxEEr L, is _tom srr[rD nix. E®y wrpirEDpuHr.s[[pErnE ptt.s�Errtts Ftsa„ u O s>•sp ��u .�EE pETaE �sxEEr L,rlrca MrH ® fs1[81410Y.1Y [4+At Cia. WTc+n Q SuxcE STRKNxEc.sEE pErxs Gzr, SrEEr L,-tE Owuuruu'.'. QEEOETU Lxe sxE�rL�,s p EapM .gyp a L,,, 0 uuw..R+a.cnax.l;eu lrmxw p ppNCONSTCxEa s�E pEr.h Ftt SEEfr,�x0 p +Rxwr®wrr�E..lx�+�euxKwou.��n cta ®a.,nexm.0 aa.riw rsarrauo-td w,,ler ®�pwnwueu +oamesumrus+Tua �Q e o s m p ...xaa wawlam caEaa a pxron.�anaorca l}QivaT. 0 ,uaent+slsl�csaar.w, 05 �vu to mae++ea.w mareec claaewasuaus�rL.e ,0, e,e.,moccca.lvcrnlEuo,sc.a p��flot r��q piwpsrsarywKcgpvl aupl,laGr. mml,El. cpsE.arw.uppe.saaT. 1. PLANTING AREA- TOP OF DECOMPOSED GRANITE MULCH 11Z LOWER THAN CONCRETE FINISH GRADE (1- LOWER AT TURF) 2. 112' RADIUS 3. CAST -IN -PLACE CONCRETE SLAB. SEE PLANS FOR FINISH AND COLOR, AND SEE SPECIFICATIONS 4. , REBAR ®10' D.C. BOTH WAYS, CENTERED IN SLAB 5. SUBGRADE PER GEOTECHNICAL ENGINEERING REPORT 1. 3. 6. 5. B. B. s .. � I . I` �� ' ' I ± IFS '• l• 1 PLANTING AREA TOP OF DECOMPOSED GRANITE MULCH t12 LOWER THAN CONCRETE FINISH GRADE 2 12- RADIUS -OUTSIDE EDGE (INSIDE EDGE - MATCH RADIUS OF TILE) 3. INTEGRAL„ CAST4xYPIACE GOh> -E BORDER M'HEn SHOWN ON PLANS), SEE PLANS FOR FLh4H AHO CIXOR 4 1' WIDE GROUT TILE JOINT (SEAL JOINTS WI SEALANT) 5. THE PER PLANS AND SPECIFICATIONS 6. THINSET MORTAR TILE SETTING BED ] CAST#PLACE CONCRETE SLAB, SEE SPECIFICATIONS - PROVIDE ALLOWANCE FOR THICKNESS OF TILE AND SETTING BED ADJACENT TO INTEGRAL BORDER B p3 REBAR ® 18- O,C. BOTH WAYS. CENTERED IN SLAB 9 SUBGRADE PER GEOTECHNICAL ENGINEERING REPORT NOTE: CONCRETE SHALL HAVE TYPE CEMENT AND SULFATE RESISTANT MIX PER GEOTECHNICAL REPORT 1. 3 2. a. 5. 1 2 1. FLANGNG AREA -TOP OF DECOMPOSED GRANITE MULCH to LOWER THAN CONCRETE FINISH GRADE 7. 1n" RADIUS 3. CAST -IN -PLACE CONCRETE SLAB, SEE PLANS FOR FINISH AND COLOR AND SEE SPECIFICATIONS K. 43 REBAR ® 16" O.C- EACH WAY OR PER GEOTECHICAL REPORT 5. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 1. SAWCUTSCOREJOINT.STRAIGHTANDTRUE 2. CAST-IN-PLACECONCREfEPAVING NOTE: SAWCUTTING SHALLBE COMPLETED AFTER CONCRETE CAN SUPPORT EQUIPMENT FORA CLEAN CUT, BUT BEFORE 91WRAULGE C1UICKPQ OCCURS CONCRETE PAVEMENT /A, CONCRETE PAVEMENT - TILE OVERLAY^\ CONCRETE PAVEMENT SAWCUT SCORE JOINT PEDISRLANAPPUCATKIN f l FEDESTRMN APPLICATION / ` VEHICULAR APPLICATION IH O',INGSC�E PAYFI•€.N1 `D1 SCM.E:11?=1'-0' ffff 1111 SULE:1112'=1'-0" I�Jt MALE: 17K=1-0' ffff 1111 SCALE: 3'=1'-0" 1, 3, WITHBAS BASKET ^ILPLT WITH BASKET pLTJAEL PNAITE SYSTEM e- 1. PENIC'KEX-AASK}N JOINT 4. WITH DOWEL PLATE SYSTEM 7 7- Mll STANDARD EXPANSION JOINT AT WALLS 1. PENNICK EXPANSION JOINT SYSTEM(PEJS) 2. SOUARE DOWELS AT Sp ECIPIED SPACING ON CENTER IN WELDED BASKET ASSEMBLY PER MANUFACTURER511STRUCTIONS 3. DOWEL PIATE SYSTEM 4. JOINT SEALANT, COLOR TO MATCH PAVEMENT, INSTALL PER MANUFACTURER'S INSTRUCTIONS S. COMPRESSIBLE FELT JOINT FILLER (FULL DEPTH OF PAVEMENT 1. PAl1P 1 12' WIDETOOLEO DETECTACLE WARNING GROOVES IN CONCRETE PAVEMENT EXPANSION JOINT DETECTABLE WARNING GROOVES IN CONCRETE PAVEMENT �, M CONCRETE PAVEMENT f f15 �J SCALE: 3'=1'-0' �J SCALE:3"=1'-0' BASIS OFBASIS OF BEVSLS.�E�I�LRING e Nmw 4e '.- 1siY�MOmm wt 6�t�me: A1oc b wm Tu¢x n II W (wP u u zwT a whip NOTE: CONCRETE SHALL HAVE TYPE CEMENT AND SULFATE RESISTANT MIX PER GEOTECHNICAL REPORT �t 1. CASTaN-PLACE CONCRETE PAVEMENT PER PLANS 2. 1I3 REBAR ®1B" O.C. BOTH WAYS AND AT BENDS AT CONCRETE TRANSITION, CENTERED IN SLAB 3, lw WOE GROUT JOrLT P3RWT COLOR TO MATCH TRUNCATED➢ "OE. DDLDR) 4 12'X12 X TRUNCATED DOME TILES, COLOR: BLACK. SEE SPECIFICATIONS 5 THINSET MORTAR TILE SETTING BED 6. SUSGRADE PER GEOTECHNICAL ENGINEERING REPORT NOTE: TRUNCATED DOMES SHALL HAVE A NOMINAL SIZE OF.9- BASE DIAMETER, A HEIGHT OF NOMINAL.2' AND A CENTER TO CENTER SPACING OF NOMINAL 135' TRUNCATED DOME TILES PRESSED CONCRETE SCALE:1 10 0 1. DE COMPOSED GRANITE MULCH 112• BELOW CONCRETE NOW CURB 2., CONCRETE MOW CURB, FINISH PER PLANS 3. n REBAR CONTINUOUS, CENTER IN MOW CURB, OVERLAP ALL SPLICES 12- 4. 10 RADIUS 5. TURF 1'BELOW CONCRETE MOW CURB MOT[. PROYIDF wEAx . PIANEJOrt+15 TO' O -D ATALL L1luLDEs IN-E110N, CONCRETE MOW CURB % CHAIN LINK GATE (10 TOTAL), SEE DETAIL THIS SHEET PLAN VIEW Z CHAIN LINK FENCE WNH WIND FABRIC, SEE DETAIL THIS SHEET ]. POST -TENSIONED CONCRETE SLAB, GEE STRUCTURAL ENGINEERING PLANS SCALE: 1�10' 4. SPORTS COURT SURFACING, DARK GREEN 5. SPORTS COURT SURFACING, LIGHT GREEN 6- 2" WIDE COURT STRIPING, WHITE T, PICKEBALL NET AND POSTS, SEE DETAIL THIS SHEET B. TENNIS NET AND POSTS, SEE DETAIL THIS SHEET 10, TERMINAL POST -4.0 INCH O D- 11, TOP RAIL -1.6600.0. 12. RAII/ LINE POST TIE -12'O.C. MAX. 11 $ilE IC RMR AM FA$SEM@1 14. GATE HINGE (3 LOCATIONS) 16, GATE LATCH 17. TRUSS ROD AND TURNBUCKLE 16, LINE POST LOOP CAP 19. LINE POST -2.BTS INCH O.D. 20, CHAIN LINK FABRIC-9 GAUGE CORE W/ ' MESH, KNUCKLE TOP AN D-1 . m, ATTACH TO INTERIOR OF COURT CHAIN LINK FENCE AND GATES SCALE 114-=1'-0" TENNIS/ PICKLEBALL NET SCALE: V4' =1'O" 21. BRAGING - 1,660 INCH 0 D. M WIND SCREEN ALL FENCING (PER SPECIFICATIONS) 21 BOTTOM RAIL -1.660 INCH O,M N. CONCRETE FOOTING(TOP OF FOOTING BELOW PAVEMENT SLAB) NOTE: ALL CHAIN LINK FABRIC, GALVANIMO STEEL FRAMEWORK, AND ACCESSORIES SHALL BE POLY VINYL CHLORIDE (PVCJ COATED, COLOR: BIACK NOTE: CONCRETALL HAVE TYPE V CEMENT AND SULFATE RESISTANT MU( PERGEDTECHMCAIE SHREPORT 25. 26. I FOOTING TOP FOOTING BOTTOM 2B 25, NET POST PER SPECIFICATIONS, COLOR: BLACK COURTPAVEMENT 27. NET POST SET IN ROUND GALVANIZED SLEEVE (SEAL WITH CAULK) 28. CONCRETE FOOTING NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS CONCRETE TENNIS/ PICKLEBALL COURTS, FENCING AND NETS C-09 SULE: VARIES - - BAT OF B AAIN - a com rxax ns. x ozv4 x�x Ixw i1=iox 0�wm�0 - 0 NOTE: CONCRETE SHALL HAVE TYPE V 1 3 CEMENT AND SULFATE RESISTANT MIX PER GEOTECHNICAL REPORT 2 +r�' 4 5. CONCRETE PAVING 7' 6. PER PLANS (TYP--) I 1. CAST LLACE CONCRETE -I BORDER, SEE PLANS FOR FINISH ANDCOLOR, AND SEESPECIFICATIONS 2. W REBAR@ IB'OG. AND CONTINUOUS (2 PLACES), CENTERED IN SLAB ?5 +-"4.,. 3. tlr RADIUS 4 UNITPAVER-SE EPANSANDSPECIFICATIONS l SETTING BED•YA50NRY BJWD 6, POLYMERIC SANMANUFACTURERS,INSTALL PER MANUFACTURERS ti j INSTRUCTIONS ]. CLASS H BASE _ 10. 8. SUBGRADE PER GEOTECHNICAL ENGINEERING REPORT / SF x£#} t 6�.41xx p Rs lAFrerz oOMP-.)sHALLBE1rt ABOYEAO -T HAPOSWE FlUSN suRFACE rOAu.Ow Fpi PUNRE sETREMENr. A CONCRETE UNIT PAVERS �1 WITHCONCRETEBORDER-VE3gCUU1RAPPUCATION JSCALE:1 12• • 1'-0• NOTES: 1' 4 A. TURFCONTRACTORSHALLCOORDINATE 2. SCCALLE: 1-101 1 NOTES, 1' SUBGRADE DEPTH AND ADJACENT CRADFB WRHORADHVG dY4TPACTDA 3. Z A CONTOUR UNES INDICATED ARE 0I FEET (LS33INCHES) EACH 2' PRICK TO AND DURING CONSTRUCTION. 4. B CONTRACTOR SHALL PROVIDE GENTLE, SMOOTH GRADE 3. B INSTALL PER MANUFACTURERS 3. TRANSITIONS AND UNIFORM SLOPES AS INDICATED , SPECIFICATIONS_ 6' 4' C TURF CONTRACTOR SHALL COORDINATE SUBGRADE DEPTH AND ISOMETRIC NEVI 4' ' ZAIACrueeN A+n emT4M>Et 6 YMF,AC. AGJACHNT DRAM WITH GA"m CCwk%cTOR PRIM m AND DURRJG CONSTRUCTKBL a/sC AIu+' 7. D. GOLF GREEN POLYPROPYLENE SUTFILM GRASS FIBER M PHONE: 1-1 i4Smp 8. 6. E INSTALL PER MANUFACTURERS SPECIFICATIONS - 1 34 k - A. [YiEEFlH daP, LOCATE PER PLAN T SIGNATURE PRO ARTIFICIAL TURF PUTTING - -' �. 2 AEJIIl1D iOATEO WID TOPOR6BVlO GREEN • ' _ 3, S. 3' WIDE ARTIFICIAL TURF'OLNE 3. 1 i' FIELOTRF ARTIFICIAL GRASS FIBER SEE DETAIL G13 LUSH' FRINGE, WASHED SILICA SAND 9. rw H164 mob TT'A, 1 PERMALOCCLEANLINE3116'xS.S'ALUMINUMLANDSCAPE 5 W THICK CRUSHED STONE BASE, W NATURAL GRASS PER PLANTING PLANS EDGING, COLOR: BRONZE DURAFLEX% INSTALL WITH STAKES 7I�+7 1---III1 I --I CI II'�II�III;w.]' COMPACTED TO W% PER MANUFACTURERS INSTALLATION GUIDELINE6. TOP OF EDGING SHALL BE FLUSH WITH FINISH SURFACE OF D G. 1. CONCRETE MOWCURS PER DETAIL C-05(WHEN SHOWN ON PLANS, 14--.11 l�li 6. NATURAL SOL COMPACTED SUBGRADE PAVING AND ADJACENT D.G. MULCH, FINISH GRADE OF ADJACENT TURF SHALL BE1'BELOWTOPOFEDGING OMIT ATPUTTING GREEN FRINGE); L . 1}--_----11 L� }}".., 2, 12' STAKE IS) PER 16' SECTION. P15TALL IN PRE -FORMED 2, 1 SIB' FIELD TURF ARTIFICIAL GRASS FIBER (SR' EXPOSED FIBER) -- MANUFACTURER AND INSTALLER: LOOPS Wf1T11N EDGING 3. SECONDARY THATCH GRASS FIBER SCALE: 6'st' EASYTURF. INC. 3. STABILIZED DECOMPOSED GRANITE (O.G) PAVING, SEE 4. ACRYLIC COATED SAND INFILL OR SILICA SAND 27W LA MIRADA DRIVE SPECIFICATIONS 5. NAILER BOARD VISTA CA 92051 4. COMPACTED SIRC,RADE PER GEOTECHNICAL REPORT 6 MAKXFLOW DRAINAGE SYSTEMI WEED BARRIER TOLL FREE: 14 327-9857 PHONE: (760) 745-7000 5. CLASS II BASE AT FIRE ACCESS PATH (ALONG PASTREL DEPTH PER GEOTECHNICAL CONSULTANT. 7. F CRUSHED STONE BASE COMPACTED TO90% FAX (760) 869-2017 SN[2p4M]VMNM'AY TpnSMf pillfAq[FJ CAm{Rs L NATURAL SOIL COMPACTED SUBGRADE �R:r:eP R DelriGr ttYYL611EH ps@Y6ThwLST+B �^ ARTIFICIAL TURF ARTIFICIAL TURF PUTTING GREEN DECOMPOSED GRANITE PAVING \ EASYTURF-OLNELUSH EASYNRF-SKWATVREPRDGOLFGREEN WITH EDGE RESTRAINT �J SCALE:3'=1'4Y SCALE: AS NOTED SCALE: 1lira 1'-0' BASIS D� RFARIN� s[CIIM�iA�lnM�m a s4inH uL '/6ca. sarY.T.s�'6nA19'�EomPC11 f�'➢le: 'S7r�loni6 b ru¢x AY eC . Mm u n mr[ a Wrap •PveHv REVISIONS B"''C INDIO SM It99 ELEV. 499,71 A. - "itlI" 'q et "6 14547 '" °' "" "' `^ °'"'- CITY OF LA QUINTA, CALIFORNIA sHctl m viv Ar xoinrwLsr mA erE x un _ - v M•TJ ° GRIFFIN RANCH COMMUNITY CLUBHOUSE - TRACT N0. 72879 14 El�v®INc emlel0n TION DETAILS LANDSCAPE CONSTRUC95 - f + t / s. ><. S. tAr' SHEETS 1. STUCCO WALL- COORDINATE POUR OF GATE POST FOOTINGS WITH MASONRY FOOTINGS 2. ROLLER GUIDE POST (2). 4' SQUARE X 11 GA. 3. LATCHING POST. 4" SQUARE X 11 GA� 4 LATCH, SEE ENLARGEMENT DETAIL A, THIS S HEET 5. V-TRACK AND V-TRACK ANCHOR BOLTS 6 DEEPENEO CONCRETE PAVING ATV -TRACK. COORDINATE POUR ANO V TRACK INSTALLATION WITH PAVING CONTRACTOR ]. CONCRETE FOOTING (BELOW PAVEMEFM COORDINATE POUR OF GATE POST FOOTINGS WITH MASONRY FOOTINGS S. ROLLER, SEE DETAIL S. THIS SHEET 9� ROLLER GUIDE, SEE DETAB. C, THIS SHEET 10 SLIOEGATE OPENER,AMERISTARMNAGS. COORDINATE ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR INSTALL PER MANUFACTURER'S INSTRUCTIONS.. NOTE7C • ORNAMENTAL PICKETS: 1'SQUARE • TOP RAIL(S), UPRIGHTS AND DIAGONALS BRACES: T SQUARE X 11GA. • BOTTOM RAIL: 2" X 4" X 11 GA. (NOTCHED A PLATED FOR V-TRACK W HEELS) • ROLL GATE HARDWARE: KIT MPGKOD + ALL STEEL COMPONENTS SHALL BE COATED WITH PERMACOATS THERMAL STRATIFICATION COATING PROCESS. COLOR: BLACK • PROVIDE SHOP DRAWINGS FOR APPROVAL + INSTALL PER MANUFACTURER'S INSTRUCTIONS LATCH: DETAIL A ISO VIEW ROLLER: DETAIL B ISO VIEW ROLLER GUIDE: DETAIL C SIDEVIEW TOP VIEW „»T,11u4 8 NOTE: CONCRETE SHALL LHAVE � L oy" I RESISTANT MU( PER 1� •lu GEDTECHMCAL REPORT Awn4q sWy KAA AAae4 � r NT9' 88 slKruPa .b4cowes4 ELOAT COATING SYSTEM LL}4vA0[FMnRK MMaim LrcCM/ H�gpl A ,1e fRmL1 LINE BWLEVARD BR, y, ® ®] 0 BRACKETOPTIONSX FENCE AT NORTH VERANDA 1. 2-1/2' SQUARE X 14 GAUGE POST IT SQUARE X 12 GA. FOR GATES) 2. 1-1R' MONTAGE PLUS RAIL -SEE CROSS SECTION THIS SHEET 3. W4"SQUARE X 18 GAUGE PICKET 4. SELF LATCHING GATE LATCH WITH KEY CARD READER PER ELECTRICAL S. GATE UPRIGHT - 1-31C X 14 GAUGE 6, SELF -CLOSING HEAVY DUTY HINGES (2) 1• BRACKET OPTIONS PER DETAIL THIS SHEET B. CONCRETE FOOTING 9, ATTACH TO BUILDING WITH FLAT MOUNT BRACKETS(BX111) NOTES. • ALL STEEL COMPONENTS SHALL BE COATED WITH PERMACOATS THERMAL STRATIFICATION COATING PROCESS, COLOR: BLACK • PROWDE SHOP DRAWINGS FOR APPROVAL • VALUE'S SHOWN ARE NOMINAL, INSTALL PER MANUFACTURER'S INSTRUCTIONS STEEL VEHICULAR GATE STEEL VIEW FENCE AND GATE AMERISTAR-PASSPORT II MAJESTIC INDUSTRIAL ROLL GATE 4A1ETB6TAp • K141TAGE PLI]j. LIAR;'IC, x lyQ S iEMi09 C-0d r_ec v SCALE 1l2'=1'-0" BASIS OF BEARING e mines r� 16uMs rtR � �n�r�i¢ Rmc b wIo ru¢x .1. x ozwY • fN.n uBa i�aeUeRnruul m (D. t. PREZABTW1000 O1UB2Y0 PpBT I PRECAST WDW ONAIN TOO, MIQDLE. AND BOTTW RAIL 3. PRECAST WOOD GRAIN CORNERI TERMINAL POST a GALVANIZED U8DLTS CAST INTO CONCRETE (PORTS, TOP RAIL AND BOTTOM RAIL). INSTALL ON INSIDE OF DOG RUN. S. CHAIN LINK FABRIC -9 GAUGE CORE, 2' MESH, PVC COATED BLACK, KNUCKLE TOP AND BOTTOM, ATTACH TO GALVANIZED UAOLTS WI TIES. INSTALL MESH ON THE INSIDE OF THE DOG RUN 6 DECOMPOSED GRANREMULCH ] CONCRETE FOOTING, SLOPE TOP OF FOOTING TO DRAIN AWAY � iATOLYZpROA �AeLNA+ryrfT]JTMO HAfCxB*�<[L Ara rc+.[e +a1N.re.ww.crcwe.�saT..:.�e.wmLxx w�l.� • L101SnITfepO[Iil YWLeyK IrK wENx'ery ai•a!T v; :-.:a.,.-a-r r[x10WtWiNCK A6spxx PRE -CAST THREE RAIL FENCE (QUICKCRETE) WITH CHAIN LINK FABRIC RCALE: ur=r-0' I-s _II II II II=R �� El 1111R Ib1.—a-.r.lE�BoU= �n� 2.. B' WIDE CMU BLOCK(DOUBLE ROW) 1. ROUND POST CAP 6- RAILTIS • tr O_c-AWL 10. CONCRETE FOOTING (TOP OF FOOTING BELOW 3- N VERTICAL BARS ® 3r O.C. 71 TERLONAL POST-2wsINCH OD, 6 STRETCHER BAR AND FASTENERS (10'O,C, PAVEMENTSLAB) 4, CMU MARONRY WATERPROOFING. APPLY PER MANUAFACTURER'S MAX.) 11, COMBINED CONCRETE FOOTING FOR GATE INSTRUCTIONS 3, TOP RAIL AND BOTTOM RAIL-1 bfi11 O. D, 4. CHAIN LINK FABRIC-9 GAUGE CORE, 2' ], SELFCLOSING GATE HINGE(2 LOCATIONS) ADJACENT TO PRECAST THREE RAIL FENCE - R 4U BARS CONTINUOUS (4 LOCATIONS) 6. CONCRETE FOOTING MESH, KNUCKLE TOP AND BOTTOM, IL GATE FRAME -1,660 INCH 00. NOTE: ALL CHAIN LINK FABRIC, GALVANIZED STEEL ]. (3) A4 BARS CONTINUOUS AND I4 HORIZONTAL BARS @ 32' O.0 ATTACH TO INTERIOR OF VESTIBULE AREA B. GATE LATCH FRAMEWORK, AND ACCESSORIES SHALL BE POLY NNVL CHLORIDE (PVC) COATED, COLOR: BLACK B- STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING CHAIN LINK FENCE AND GATES NOTE:LONLRETESHALL HAVETYPEVCEMENTAND 1.5' HIGH CMU PLANTER WALL <' HEIGHT GULFATE RESISTANT MIX PER GEOTECHNICAL REPORT / \\ WITH STUCCO FINISH SCALE: 12'z 1'-0' _/ SCALE: 3N'=1'-0" ,ty7�l� Now 11 Ko 1m.Ul csnU+•..o Mnit,n cnP PLAN -SCALE: 1M'=1'4)' M0kM-5 A&lW-vW 2. S'WIOECMUBLOCK(OOUBLER.WI"", 3. 04 VERTICAL BARS ® 32' OG T. (3) I4 BARS CONTINUOUS AND W HORIZONTAL BARS ® 32' O.C. 4- STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE B. PILASTER PER DETAIL C-23 BUILDING B- DECORATIVE STONE PER PIANRNG PLANS NOTE: REFER TO ELECTRICAL PLANS S. A4 BARS CO%tAYWLfS 14 LOCATIOMI FOR COMMIT AND LIGHTING 6. CONCRETE FOOTPyD 10, CENTER WALL ON PILARTERR (TVP,) 7.5' HIGH FREESTANDING CMU WALL 11. CUT EACH END OF CAP ON AN ANGLE WHEN CAP IS ONACURVED WALL AS INDICATED \ WITH STUCCO FINISH 12. MITER CUT CAP AT CORNERS \J SCALE:314'=1'-0' e ' BASIS OF BEARING urxasT Va a n mm nm1 u x omt x�x 1 A, a xnrt a A-w rtx cws mxwe NOTE: REFER TO CITY OF LA QUINTA APPROVED ORCO ENGINEERED WALL DETAILS FOR ADDITIONAL INFORMATION (FOR DETAILS C-20, C-21, AND C-22) BARD OF El! EZ rtxm4s ss�m6 ro cmo Twex u. x ozo4 xXn (wn mSLu iax e'�uT�wj m alcv s I W Wtl WdTPs 4'+e1' a u nuFNA 2. 4. �,F ry mwvrr 5. • � A � � M41kd � �a, 4rexa,n 1. PRE-CASTCAP-OUICKCRETEM-YlOSWC(D-Y105EWC®WALL ENDS), COLOR: DAVIS "SANDSTONE', ACID ETCH FINISH, TiROUT COLOR TO MATCH CAP 2, B%BX16 CMU, GROUTED ONLY AT VERTICAL STEEL 3. Y'DROP4N BAR,M Ot 40- O.G.(ALSO PROVIDE M DOWEL AND I4 DROP IN BAR AT EAC SIDE OF CONTROL JOINTS, ENDS OF WALLS, AND AT WALL HEIGHT CHANGES) 4 STUCCO FINISH. COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING 5. #6 STD JOINT REINFORCEMENT (1 PLACE) 6. 'X'DOWEL ,IN@40.OZ. CENTER IN CMU, EXTEND INTO WALL I'-0" 7. CONCRETE FOOTING B M HORIZONTAL CONTINUOUS ♦ 2�.5'-HIGH FREESTANDING CMU WALL PY 1 ""TM STUCCO FINISH SCALE: 12' =1'-0' 1. POT PER PIANTING AND IRRIGATION PLANS, SEAL OUTSIDE OF CONDUIT AND POTS DRAIN HOLE WITH SIUCONE CAULK (MAINTAIN OPENING BETWEEN CONDUIT AND IRRIGATION DRIP TUBING TO ALLOW FOR DRAINAGE.) 2, PRE -CAST CON CRETE CAP- QUICK CRETE CUSTOM CAP (BASED ON NOJ26PC), INTEGRAL COLOR: DAVIS "SANDSTONE", ACID ETCH FINISH, PROVIDE DRAIN HOLE IN CENTER TO RECEIVE V CDNDUIT 5 KS X 16 CMU BLOCK A 1- CONDUIT FOR IRRIGATION TUBING AND DRAINAGE i„ 3. v xroxvrna 6 b AtLA rMAN � 1, PC[5CA5T1JIP.4RIQ4tCIL+TE xLYxOGWC ro-v, 05Ewr. ra wAii 2. 8X8XI6 CMU, GROUTED ONLY AT VERTICAL STEEL 3. N'DROP-IN BAR,# �40'O.C.(ALSO PROVIDE .4 DOWEL AND DROP IN BAR AT EAC SIDE OF CONTROL JOINTS, ENDS OF WALLS. AND AT WALL HEIGHT CHANGES) 4, STUCCD FINISH, COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING 5, 1G STD JOINT REINFORCEMENT@ 24- OC.(2 PLACES) 6. W DOWEL. "@ 40" O.C. CENTER IN CMU, EXTEND INTO WALL 1'-T T. CONCRETE FOOTING & IN HORIZONTAL CONTINUOUS 4'-HIGH FREESTANDING CMU WALL WITH STUCCO FINISH SCALE: Ill=1'-0" Cf4LT4ETE DHALL FHV{ T'T+E V AND $iAF'ATERBE3lm 111 JYFCHNICAL REPORT PLAN NOTE: REFER TO ELECTRICAL PLANS FOR CONDUIT AND LIGHTING 5 V VERTICAL BARS@ CORNERS 6 fl4 BARS HORIZONTAL @ 16" O C. T. STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING B. "BARS (4 LOCATIONS) EACH WAY 9. CONCRETE FOOTING 5D. PAOY6iE 1XX l]'X IT^GRAYY aDtm WRAPPEp W FILTER FA$R4C 9i n4,r,+Jlp;{ AREA � ,r f. oxGRsr44IT6TmA4NT]-nP.a�e.w+A ,. PRF-C/tST ma =raw.AWCIC. YIDSEWC�%N fALL GMDR: DANTS ^SN(O81pN5', ACID ETCH FINISH, GROUT coLa�Z m 4artrs w 3. 6XBX%CMU, GROUTED ONLY AT VERTICAL STEEL 3, Y DROP -IN BAR. W tQ' O.C. (ALSO PROVIDE d DOWEL AND #4 DROPINBAR ATEAC SIDE OF CONTROL JOINT., ENDS OF WALLS, AND AT WALL HEIGHT CHANGES) C STUCCO FINISH, COLOR AN. FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING S. N6 STD JOINT REINFORCEMENT@24-C.C.(3 PLACES) 5. WDOWEL,A4@40'O.C. CENTER IN CMU, EMEND INTO WALL 1.4- T. CONCRETE FOOTING & 94 HORIZONTAL CONTINUOUS 6'-HIGH FREESTANDING CMU WALL WITH STUCCO FINISH C-ti SCALE 112"=1'4" 1. PRECAST CONCRETE CAP- QUICK CRETE 4OJ26PC, INTEGRAL COLOR: DAVIS "SANDSTONE", ACID ETCH FINISH 2. BXB%16 CMU BLOCK 3- .VERTICAL BARS@CORNERS 4. I4 BARS HORIZONTAL @ 16- O.C. 5. STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING fi. k4 BARS (3 LOCATIONS) EACH WAY T, CONCRETE FOOTING 2.5' HIGH FREESTANDING CMU PILASTER THIGH FREESTANDING CMU PILASTER C 29 WITH STUCCO FIMSH-1 POTTED I �1 WITH STUCCO FINISH SCALE: Y4"=1'-0" v SCALE: 3l4'=1'-0' 1, 6M JOIST -CONNECT TO BEAM WITH (2) SIMPSON HL33 HEAVY ANGLE CONNECTORS. BOLT THROUGH JOIST WITH(I Vz MACHINE BOLT AND ATTACH TO BEAM W ITH (I 12- X 4- LAG BOLT. 3. SIMPSON CCd6 BEAM CONNECTOR, ATTACH BEAMS WITH (4) 5W MACHINE BOLTS. SECURE (2) WB- MACHINE BOLTS THROUGH BOTTOM HOLES AND EMBED IWO GROUTED CMU PILASTER C. STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET 5, 16XBXi6 CMU PILASTER UNIT 6- 6'X6'DECORATNE SPANISH TILE -ARTO SDIIS-A(FRONT COLUMN FACES ONLY) ]. CONCRETE PAVING PER PLANS B. CONCRETE FOOTING 9. f TIES @16.0 C. 10. 1:107wEllneu- 11, (A) 05 BARS EACH WAY ® BOTTOM 12, STANDARD HOOKS m COMPACTED SUBORAOE m AEROEOTECMRGL`RgPO 14. STEEL MULTILRIB ROOFING (MANUFACTURED BY PORTOR CORP.) ATTACH TO UNDERSIDE OF JOISTS THROUGH GALVANIZED TUBING AND INTO JOISTS WITH LAG SCREWS 15. 1' HIGH X 2' WIDE GALVANIZED STEEL TUBING 16. 1,5- HIGH X 2-WIDE GALVANIZED STEEL TUBING 17. 2- HIGH X 2' WIDE GALVANIZED STEEL TUBING SCALE: AS NOTED BASIS OF BEARING wsB-1 ux IDF Vnvsr I I I w ono TAxLx w, x omT (ruBOX SO uuNAS unllTI[�j Pw coa A: EACH IroLD WG POIM AT EACX SPAN sIULL BE MEMBERS 4 ^JllE N7.ti 5MLLE[AsEM1t VJOMLR� R I. — DO, amlSLixv. Q4ML YNOKs6 HLUF9CdNinpalq FTRC N V. WII-LAM- U MMA-EXTE ORHOUSE U EMINT( MINT CO OR: uTpA CATOFMTXEBEPs UED IFTSIONOL q�LIA. J•✓NYT WNeTN ARUq NpB[6Au s RLL EE GALV �NiE1. I BUT ETAL OIL BASED PRRMCER WT H TWD COATS 110 TW0 METAL FINISH Cm - A =� TF ILMI SHALL CONFORM TO PARTS GRAVEL MTN A MAXIMMA oF11'1re GAU-INSIFIOATERPSIBAC PORT CEMENT SMALL COWOORR PI C I NCRETE NO HAVE �UFM A REM, GEOTECHN—REPomIT MIX PER STEEL SHALL BE DEFORLIEU RIpM[R DNFORM TD ASTM A 615 GRADE W, • 41B OMIIATFt W. P AJ Ef.K�4LJO]kTMPx06MNLK BO[CGRCIRBe TYPSMORTAR PROPORTIONED USING �AOx PSICONCROW 101 RETE EBLOCR—BE MUST BE PWREO ON OR INTO UNDISTURBE RALBDAORON COMPACTED MNIMVM MPACTONOF BOM. A A POSPIIwRti{at9W5[AP'1YA.hyp>IIO SPSMGEII AA[ ATApI' F pl{;prAOq}E Y1B XReLfl4 sTiCL6 YEGiFtlxl_ A[A19>IL�1.4T4F eppMMR[TK ndwYblTY VlRlmeaL q q EupE Axp T f MGGL BI%A6AT0 OAON. (m NOTE: REFER TO ELECTRICAL PLANS TOR COWJU0 ANU Li+ IAIG. SIDE ELEVATION RCRLC MC x Y.r RAFTER DETAIL 11 SCALE: 3'=1'-0' 1rI01X' L •� L S STALED TRIM INSERT DETAIL SCALE:3' =1'd' FRONTSECTION-EIEVATION SCALE: IN'•1'-0' 1 AM STEEL JOIST 2. BXI O LOWER STEEL BEAM & 6X10 UPPER CURVED STEEL BEAM 4 STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET S. IGXU16 CMU PILASTER UNIT 6 STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING T CONCRETE FOOTING S. CONCRETE PAVING PER PLANS 9. #3 TIES @16'O.C. 10. MInvEVTrx RALIS 1f, {iI 95 BARS EACH WAY p MOTTOM 12 STANDARD HDM 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTE: REFER TO WET -SIGNED POLIGON ENGINEERED DETAILS FOR CONSTRUCTION OF STEEL PORTION. mu NOTES _ TOABI BB A [DNnETE EOPBE I W11Nn MV(M Mo1Pi'3GA SIFWATER PERSSnON TORMNO M—BETE TE VE55TMT MIXI AGEOi CE�IeYKPL RFPdrt�oPM FORCB SDEISw LBE7E RMEDANDCONFORMTOA A615G DEGB BOC D NL"X CELLS COMTnMIG SIMLL BE SOMD GRGu1ED E U6EM G MORTAR PROP"OpNFD u ABTA CtnI PART GE—T TO 1rz PART LASE PARTS DAMP —BE BAIe. --BE--caxcRETE Q G"➢Gt 61WGBLO Wti M N[T 0111.IP!"C NEOi#A'Ma! 1"66�GB[R."RI1TC x PODTND uusiBEPDUREDDNG UNDiswBEn NATDRIusD ON TE.—T.AWN.—M-0P vox, FlRsi1NSPEC"TOBEAnERTOOT"DTRENaiESMEREADYFOR CONC—AND 1 AL N—REDBTEELISTEDHPUCE, SECOND RSPECTp ONWIENTHE REOMAED V&tttu IS"PIACEAro TIIE BL00(6 RFADV M-1 SHADE TRELLIS "B" COLUMN SECTION x MXyLC SCALE „. -.- C-26 SCALE: AS NOTED BASIS OF REARING gtmi6ls�L a ROc Aa mm TA"x ,Ic N ors R (wo uuWix" �nnu0 m STUOO6 TR11F YOJ€iEf CEFAL SCALE 3'=1'O' NOTE: REFER TO ELECTRICAL PLANS FOR CONOUR ANO LIGHTING 1. 2e GAUGE'GALVALUME COATED, KYNAR SIM PAINTED, MULTI RE STEEL ROOFING PANELS, COLOR: "PATINA GREEN' 2. ROOFING TRIM-24 GAUGE KYNAR COATED STEEL, COLOR MATCHED TO ROOF. EAVE CHANNEL TRIM REINFORCED WRN 16 GAUGE GALVANIZED INNER CHANNEL FOR ADDITIONAL EAVE SUPPORT 3. RIDGE BEAM, COLOR: -BUMPER BLACK A RIDGE BEAM TAR, COLOR: -BUMPER BLACK 5. TRUSS, COLOR: -BUMPER BLACK" 6, SAVE BEAM, COLOR "BUMPER BLACK T. COLUMN, COLOR: TfUMPER BLACK" SHADE SHELTER C POLIGON-SSG aq �zr SCALE 11T =1'-0' BASIS OF BEARING unGs� i/e a e 9WM eNG[ ] u5r. s&r, a 6Pe]9m rtN mN snRx¢ o «no ]uml u. x ozmx • Ixm u a xp[ a am6 NOTES: A. FRAME FNISH SHALL BE POLIE000 WITH ECOAT: MEMBERS SHOT BLASTED TO NEAR WHITE CONDITION (SSPC SP-10), WASHED AND SEALED M A PHOSPHATE SPRAY, COATED WITH SUPER DURABLE TGIC POLYESTER POWDER AND OVEN CURED. B UNDERCOAT: EPDXY ECOAT SYSTEM, USING FULL AIMERSION ELECTRO-DEPOSITION PROCESS. G DONOTPOUR FOOTING OR INSTALL ANCHOR BOLTS WITHOUT �Q¢. SPECIFIC ANCHOR AND FOOTING DESIGN DRAWINGS. NOTE: REFER TO WET -SIGNED POLIGON ENGINEERED DETAILS FOR CONSTRUCTION OF STEEL SHELTER AND FOOTINGS. NOTE: REFER TO ELECTRICAL PLANS !13 7 O11IT ANp Ll'iIi1BXF 0 _ NOTE: SEE SPECIFICATIONS 1/4 L 2' SS LEVELER FOR AU"O U-VALVE, } FINISH CHLORINATOR, COLOR AND A B 11=41 WSW=T] W II W B A Ilif I )' R It I("Ir�r—rr Il�il tF" 31 EraR N D=II tl n. FI'-"A A A=13? r ll_L` =!I if O=B=O il !I 11=1I A A A r1=W tl ri q=A El 11 ti=11 :D II 1P=.1! 1. CONNECT WATER SOURCE, AMER, AND POWER 2. PREPLUMBED/PgEYMRID FOUMAIN-STONEWEAR MODEL -1 1. CONNECT WATER SOURCE, SEWER, AND POWER B120CA3624 2. PREPLUMBED/ PREWIRED FOUNTAIN-STONEWEAR MODEL B10DCA96 3. CONCRETE PAVING PER DETAIL C-01 3 CONCRETE PAVING PER DETAIL C-01 4 10' DEPTH COMPACTED SUBBASE 5, LEVELER SEE£MAAOEA4PSff NOTE:SEESPELIFICATIONS Me Y S S LEVELER 4, 10" DEPTH COMPACTED SUBBASE FOR AUTO+LL VALVE, %- LEVELER SEE EMLAAG€AW CHLORINATOR, COLOR AND FOUNTAIN "A" FINISH "B" FOUNTAIN STONEINEAR MODEL S12QCAM24 6TDNEWEAR MODEL BI0DCA36 n'" SCALE: 12'• 1'-0" 1. 487X6' LINEAR DROP IN PAN KITS PER SPECIFICATIONS (3 TOTAL) 2. STONE$4UL W7TII CRE3�T �GEB AND CVT 3t44 PER DETAIL TO AECiT4E OWAPAIFIr1E PAN (�[` IPpLFR: MODERN HIALDERS SGPP4,i") 3. CONCRETE BASE, INTEGRAL COLOR: DAVIS 'GRAPHITE CARMW 08084 4. PUSH BUTTON INGRION KIT, CORE DRILL SLAB TO ROUTE WIRING 5. GAS KEY, CORE DRILL SLAB TO ROUTE HOSE 6. (2) 2'WIDEX2' DEEP St. TSINCONCRIFEBASETO HACG MODATE IGNITION KITWIRING AND GAS SUPPLY ]. SLOPE BOTTOM OF VOID TO DRAIN S. ILL BARS CONTINUOUS (6) PLACES 9. 44 BARS ® 1V O-C- 10. I OARS HORIZONTAL A I4 Q.Z. 11 (2) F5 BARS CONTINUOUS 12 CONCRETE FOOTING 13. VOID SPACE 14. 1' CONDUIT FOR ELECTRICAL 15. GAS LINE, CONNECT TO FIRE PIT INSTALLATION KITS 16. 1- CONDUIT DRAIN, CONNECT TO STORM DRAIN 17 FILL DROP -IN PAN WITH 112-- I- BLACK LAVA BEACH PEBBLES (SUPPLIER: MODERN BUILDERS SUPPLY) 18 PAVING, PER PLANS LINEAR FIRE TABLE SCALE: 31C • T-0' BASIS OF HEARING t� i SflNw Mix-. �6r�, ear�Yu ¢oil9Men Ivma �miwe scam"Txm�N¢x4mix•IxwMux"KewnA4. E Im In I. $TONE TORRA T NATULkWASTOMEMINTAIN.Fl" ]. COMPACTED SAND SETTING BED 2 WATER SUPPLY TUBE 6. 45 MIL POND LINER 3 ECOHRISER(ECORISE20) BASE BY ATLANTIC WATER 9. 314'SCH 40 PVC POTABLE WATER LINE GARDENS (PROVIDE ISOLATION BALL VALVE AT MAINLINE 4. EC043LOX BASIN BY ATLANTIC WATER GARDENS, (2) TOTAL CONNECTION) 'i VuW-A LTryY,M Dy ATGyg WATIPR GARAEM ylglll f0. 2'-3' S12E BLACK MEXICAN BEACH PEBBLES 415 Glw WYIb BY $Te�iIE FpYEg7.WOq$iMATE pDV/ER FOR PLA*SY$TMEa Fxes�AL MONTRIMTOR$URFWIRF 11- WASHED STONE WITHIN CG tl 12. CONCRETE PAVEMENT PER PLANS 6.. FURNISH AND INSTALL AUTO U. VALVE BETWEEN PRESSURE SUPPLY LINE AND PGND RESERVOIR FOUNTAIN "C" STONE FOREST-F1336 NATURAL MILESTONE FOUNTAIN C-JO SCALE:3l4'=1'-0' 1. 2. 3. NOTE: REFER TO ELECTRICAL PLANS 4. FOR CONDUIT PNO LIGHTING 5. rsisa�mst ssa�r�r�w n n nwv_q )I 0-1I=91 _ nD 1"311—� -1 ' II I If II EIG rl EI I I'r1rlL 11 All fl nl 0 1. 6- WIDE CMU BASE (PER DETAIL C41) 2 6 WIDE CMU BASE (BACK OF ISLAND - PER DETAIL C-21) & 6- WIDE X 6- HIGH CMU-BACKSPLASH-- CENTERED ON COLUMNS 4. PREL STCAP FOR9ACKSPLASH'-OUICKCRETEAQUTSWC (O-YU/SEWC I WALL ENDS), COLOR: DAVIS SANDSTONE-, ACID ETCH FINISH, RWT COLOR TO MATCH CAP S. RCS STAINLESS GRILL (MODEL: RJC26A), CONNECT TO NATURAL GAS AND POWER 6 GRANITE COUNTERTOP OVER W4" PLYWOOD WITH I- OVERHANG BEYOND STUCCO AND I S- BULLNOSE EWES %\vv1 OUTDOOR KITCHEN `� SCALE: IR'•1'L' BASIS OF BEARING ,n mio w¢x ns x uol'Y � M`4 N u iui lrtutup �v[A mrs zr�nds T. GRANITE JOINT (TYPICAL) B CMU COLUMN PER SHADE TRELLIS DETAIL C-2S 9. RCS STAINLESS SINKI FACET(MODEL: 107500), CONNECT TO POTABLE WATER AND SEWER 10 RCS STAINLESS GRILL (MODEL: ROMM), CONNECT TO NATURAL GAS AND POWER 11. RCS STAINLESS REFRIGERATOR (MODEL: SSRFR), CONNECT TO POWER 12 DEOORATNE STEEL BRACKETS ATBAR-CONNECTTO PLYWOOD AND CMU WALL 10 RCS STAINLESS ACCESS DOOR (MODEL: RDV1) 14. RCS STAINLESS DOUBLE DRAWER/ DOOR COMBO (MODEL: RDC1) 15 STUCCO FINISH (TYPICAL OF ALL EXPOSED CMU), COLOR AND FINISH TO MATCH STUCCO OF CLUBHOUSE BUILDING NOTE: REFER TO ELECTRICAL PLANS FOR CONDUIT AND POWER OUTLETS NOTL 00MRSER . ANO SBAFATE RESISTANT MIX M T 0E4TECH MJ REPOR 1. r�vra•.roanvml sr EI n 17- - 11 EIS Ilnr nn I li n n 2 EXCAVATE GRADE 12- WIDER (ALL SIDES) THAN EXISTING FOOTING 3. SET SCUPPTURE ON COMPACTED SUBGRAIE AND POSITION A. POUR NEW CONCRETE SURROUNDING EXISTING FOOTING 5COMPACT SUBGRADE PER GEOTECHNICAL REPORT NOTE: HANDLE SCULPTURE WITH EXTREME CARE RELOCATED "HORSE" SCULPTURE rc� WffH IXPANOED CONCRETE FOOTING \,_/ SCALE:3W=1'-0' r=rr tl�i n-1i=li iE a rr-�4f-€i � -n=Er n n -n=n=�n 1:=JInlIn11'�lifili �i l[riif nJtr�.IFE 11�B�'fll i[I �III�EI NIi�A�HnA 1. BIKE RACK- VICTOR STANLEY BKi, COLOR: BLACK 1 PAVNG PERPLARS 4 GALVANIZED C" LONG ANCHOR BOLTI WASHER AND NUT, ATTACH AFTER BIKE RACK IS SET IN FINAL PLACE BIKE RACK mvy VICTOR STR-BK-0 SCME:316' BASIS OF BEARING m � rsUnxn s me n mm lxmi n1. x ozmx x (wn uiu wx[a�a�. NOTES: 1 COLOR: CHROME 2 OPTIONS ADDED: WATER FILTER, SS SURFACE CARRIER 7 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS C. COORDINATEELECTRICAL CONNECTONWITH ELECTRICAL CONTRACTOR. DRINKING FOUNTAIN WITH CHILLER MOST DEPENDABLE FOIMTAMS-MOT-Mp185M55 C �6 SCALE: N.T.S. 1. TRASH RECEPTACLE -VICTOR STANLEY SD42 WITH DUAL FLOW TRAS W RECYCLING UD (WITH DECAILS) AND HALF-MOON CANS. COLOR: BLACK 2 32' DIAM MR CONCRETE PAD PER DETAIL C41 IF INSTALLED IN D.G. (OR CONCRETE PAVING PER PLANS) 3. GALVANIZED V LONG ANCHOR BOLTI WASHER AND UT. ATTACH TO ANCHOR BOLT HOLE IN BOTTOM S LEVELING FEET TRASH RECEPTACLE SCALVICTOR YA"STANLEY-SD-02 E: NOTES: 1 COLOR: TEXTURE BLACK 2 OPTIONS ADDED: SS SURFACE CARRIER 3 INSTALLATION TO BE COMPLETED IN ACCORDANCE WRR MANUFACTURER'S SPECIFICATIONS C. COORDINATE ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR- DRINKING FOUNTAIN WITH PET ATTACHMENT -MOST DEPENDABLE FOUNTAI%S-MDF-20 . C,15 SCALE: N T S 2 B" DIAMETER P.T. LODGEPOLE CROSS BAR 3. C DIAMETER P.T. LODGEPOLE POST, NOTCHED TO RECEIVECROSSBAR A CONCRETE FOOTING 5 WATER SPIGOT PER IRRIGATION PLANS 4BIAGK PVC WATER BUCKET ITCHING POST r-en WRH WATER BUCKET vw SCALE: 0 r-n ar n u o N n u if ii 1€=B i n n ren=lr hnw 1€ 11 Il €I=n 4-I{�N-..17=R II IFGl:�ll=CI-.11 II Ir-11= {Y{I 1 BENCH- VICTOR STANLEY CBF-12, COLOR:BLACK 2. GALVANIZED 5' LONG ANCHOR BOLT/ WASHER AND NUT, ATTACH AFTER BENCH IS SET IN FINAL PLACE 3 CONCRETE PAVING PER PLANE BENCH VICTOR STANLEY-C6F12 C36 SCALE YI' 1. TOP OF MULCH 2 CONCRETE FOOTING, 1' RADIUS AROUND EDGES 3. HEAW SPUN ALUMINUM COLLAR, CAUL( AROUND TOP PERIMETER C. CEMENT OR WATERPROOF COMPOUND IN TOP 2-OF GRWNO SLEEVE 5 GROUND SLEEVE ASBENBLY, 16 GA GALVANIZED STEEL TUBE B. TAMPEDSCREENEO ORYSAND T. WIT THICK STEELPLATEWELDEDTOSLEEVE B�Y16'THICKSTEELSUPPORTPLATEWELDEDTOSPME 9, Wa1BYT LXPtm Sr.9 FLAGOLE FOOTING 25 HEMifR POLE C� SCALE IIZ'=1'-0" 1. DO{,TopT.(gAgER PIJT JUAfOR Otl7G D75i�ER (NTODIiW41. ATTACN t0>4fRd PEP 141NUFACTTIRER90NSTRUGTp,NS 1. PRECA CONCRETEPICMCTABLE-OUICKCRETENOWJSPT• 2 2"X .12-AUGEGALVAN=TUBLUARS ELSnNPOSTWRH COLOR: NATURAL, FINISH: ACID -ETCH 'VINYL GUARD' PROTECTIVE COATING. COLOR: WTTE BLACK 2 CONCRETE PAVEMENT PER PLANS 3. D.G. MULCH OR CONCRETE PAVING PER PLANS 4 CONCRETE FOOTING NOTE: CONCRETE SHALL HAVE TVPE V CEMENT AND SULFATE RESISTANT MIX PER GEOTECHNICAL REPORT 1 N3 REBAR CONTINUOUS 2, nREBAR@2C O.C. 3. S'HIGHCONCRETECURB 4 CONCRETE PAVEMENT PER DETAIL CO3 PICNIC TABLE DOG BAG DISPENSER 6" HIGH CONCRETE CURB �� GLICK CRETE MOWTBPT DOGROT. HEADER PAK JUNIOR BAG DISPENSER(NlWMP4) ATTRA.SHENCLOSURE ../ r.A r13 ` `/ SLALE: 1'=1'-0' �J SCALE: In-1W SCALE 112=1'4• BASIS OF BEARING lH: eA$ eT efNl"e Tu ll" eMM.T s M usl[IIL� ux[ oT M mlmfwsT i/� of ID m" neEN Ax N eZN ee • (INN u u ie11e a ulM4 REVISIONS a INDIO BM �e1" "" ""��" `• ABa ELEV 49971 C " on n Namelm cw ac ;4~ PART I .-PA, I -F.RAL mNDITIONS a, I-1 rcprekd in full -Pi I. SCOPE OF WORK A. Frlwe19R11J.,.up„sw�wlAA+wN rfrFy nand rquirmenl nea•exry lv gr1d6 W 4aO1:kaMNYtwrl[gfs"erne (Ulhi-b ) 4drk�rWlr lYa ra[Pr�dfwaM rwF.ey�Pr l Uld-ran rmc<we, s[tvllwD+w.EF W it+pAYgAl+r F nclrWdrn hi, Salm": �ilAocrneru arcM1ila ermdur aad<D rovmd by oar o" mo2 ofroiM1e Nllowmg United SInIeTLenmlParrnl•arc IX .112.1111,112; A,93A.1v1: 6.014 R.: fi.OlJ.ld6. 40A'_ OIJ. fi.l I_ 4A1: miaPMTn2n psa regnmA mrdemaM1,o li M1ocrtre Inc. lira lD x .Y 4wnawr�W 4stiP .�, rP.s(awrlRtmehrw ML ke brf a p.rfMgmYryiM. npnln r K rlYrsrrd rPRn M rote A: .[pYt�pYr��Yrrwnu�M(p'� IfMwP�[k MYllr,xl FM ke�rilr►by efrJ�Fr �. 3. hfpmrN rIkRZ1rL't'!•RxWfp fAl I'ur Ihicp al are r 1xl [Iflfysa.lir-JyF bftpCAHIMI, a, a bYTR Yen 1-kR •wwSw.4+®S4 FAIgK FCChnAlrmn•Fr, 15A-SSA-IA110 C 2S-iiPNF rYcS�"srcm Sl ,dllav Sly,— COPMmenon of"nigario"Jmz 3 smi]] en430D-111,1 pc Plumi,E: Cooram-ii ofplen mak.ial d- ],I RE UI-ENTS Of REGUL-OR\-AGENCIFS A FMvnI. Slmc end lttpl law, enJ rc¢mwio"e FavcminR lArt lv0r4 me hereby Inc allomlal in enoJ malt nen WFcn IAIaM1 alio"<a, a.ml Jmluvrcme .,p rxruax iO latnetatl[Illheolevn prtnknw. ruf�nia gevxiu A. Sail cal onz antl nminmrndedpmclicevofAmerarulh, Clime In 11.5,1 ACD. Amenuo BVcicIY fur Teyi"g nnrl Muknuh IASTMI. TM1r Unifvmr RrrilNnR cmin:rrrumrdrr r,a.xrmarrus.P .99J.,711;Azn9:e.95na9J: :6.08x,011; 6.1 haAR1; ].1±!,)tt; 1.94J.13i; ].60),P59; nP I; 1,lA I,019 and il.S. Tmdcmerl, p1.PlV.3±9, a±,15P.1A1 N 2. call to rrr Nia Spr.:ibulia uF Nor wrliviJuxl Je,iP�ndmr•are rn be rosuideml pan of IM1iu SPeeiriulbn�rl 6 OniP d nlrol ofCaaarcle Mkurrv-Thinnnth Etliuon: YonlaM cement IS VUALIT'CONTROL A, Vrw col to einM Fy cnrrlud grbun,N rn,mllen ofLllM1ocade NrourRM1oui tlundonrol'pr0'iai P-. Subw rorpun mvid,10 cnsrul �.��a r-di Lhr�M l mrlar m mxl t -li,a I�r,<.w drnronmmk,uan„ru a Pe rna C AoflM1c bid •ubmillal'k G.l cn"I"alorahall,Irbmil barkgmuad uelikre An:M1ila ml Can -pence Con oiled fdAa elallel'w TM1i,ainraml M1n,M1all provide cvidrn apviim wod ididto Nor jmanlc Rr�mi�rn <reon lr�pmr.m<a."d byR,vim,.N -ra m1. al2c lbimbk p.I.ID.idspecibetlwork by IAell li-r/srcf DibN F oviJr0u. irdamrslmn ur llre errbmilwbid ainfumnria" rM1JI give cxuve lu rria+IM rnbrc bid tt mpinr. The nrbmin+I:M1allpmaiJe rbe (Iwner.rrJ Pa�Shh cvidrn naYuln IilLxrele alm r�l'wd M1m antl can don aretuece,KNlexr ee rlrmuplrp rmrn aDrnmrn mI rannaad rterrnaa. R Demonxonrro"ol expert nl live 1.31 pmiat•ofirrmallnl rAPerurle�R =mbiimwn al lraal ln0.(bO,grurc Yal Hl r RlMPNF�RId h ee�l� War lEin<I -E mdw-f ib'1FryrtF,[rsYtl prlfllMarsrregrnllxlroa, .N rM1oFm.Rn Ial in•ullalinn eM1.11 be IO.Mh1 •yanrc IRA. Vrm id. Iwo(^_I mlo�o o,, A"x l0"lb d 16bil mnnllemon Ilxlraabove r-hi, ling IM1e akllzln,, k.,Di i dy the arrm,imak,iaeorlFein,Iellnlion. Phor0 zM1all6<rz4cn xplrmximaltlyzlo]Ibn liom Nc raving surface Rs ,�Fmr ro rod pl Nn anrna.IDrwallloaxl ramm,mro" [ SR kion:0"•ircxurmmrndrnl mum Fwca mrnrmumn sy<an p ce BASIS OF 6EARINC AiivIR Is�rlws wmR a m3o ly[x As. R prwb ( dsOiou[C e.C'r I A. Product a: SPbmi er Nan 10da, nnco"Iratr awarderyrcd litlur pmdacu,PwinM in Nn Scclran. # slran Drm.'mga: I. lisp and Povr libq.1 cc Plaa-pi,-!:.ill"I ayllinmrnk n,� Pmravcd Uyour orro"rmnion, canamrcron antl i•Dlado"jD' w. C I arlmrmr N<Nrcraarrmn jnim ldr" Y b. Laypnl Ri p„emR Arts 9, mdarmya - on nmwmR YavmR s<brawx. axe Dverml n mwa not a ^each par; g yp f. NMie Desr5r srrbmil 111 rapt orSlmcmnn nYMix llydPJr prryvM bvr-bak1,M1 plan) smxi"g Pruial for eaeM1 I"arl hlivnnl In Axial Flmnrmnr DY II N-xddrcta .d leleph-01i-.1b- plan)pnra.inR,lolemrnl of mix dnign. dniRn ]. Pmlrc J Con1 u"A I-dclivm mMr ol1 rrwM T. GmJxrionx for i, Pmmvi, A. Mn ri.l wciFMe •r- nrliv pw-nnrl e 2v.UM"_dOydTile,4±-D1 I I Psi r IMgrrnl rnrro O. Sabmil evirknc"f innallnywlifexlirm,far expeeraa_rlrrnunrlrall""nr umberorproient, and t"maet inli+mratinn to lmily pn caeca mdiealed in Oualiry(onlml.eclron aYllri. •pailiealio", k L D DI., nsced.1LRarefexlm n ,Fid 1!-p d p 1 eoc1 ilFotAck ggregme mnrlieJ. f. eth. Conan=S-,calm mock,: c 50-Iroand zcakd FnR of watM1nl cnncrck w"J vimilar to ryrr uuJ dunnR rmIaIWII"n of LMM1ocrele. I,R Sue.TITUTIONS A. Noncullownlu"Icc,appl.,Wiawrili"Rby ATvnclsnulhDri,,Rcrrrx"Olivc rLSTING A Ra-Y mxy he bill by Owncror Ownefv.-h.,[- Prc rnu rye. -MR 1-1-1 ro me<I A- E329 mlmrcme"I, I'A MOC'K-UYS A 'de IIIJ-rnolxsrpolx J-inth rxmrk ofeeeh I ilMcnl r A YM Prerfied on Dm n R P <D"tmal el�aPoho-a=Ima. Din i�ol D n1Yrn rttibra on rmin[rr. C I.arnle mvcl-upv irracunvnrinrlly xacwNk amI pl-bd plaa.Ap 1 nrx pwill be db.-l' it funrrc Li0mnne rlixwllalieri rtview.. D. Rfmo mock-ups li DDmpleruw of Worl and vpprnval by Owru/a naND��,.d Fbp -,1- III YRO,IFCT CONDITIONS e �xwrede.W Fea Poi, wJ rtw.x%emraemr+r 4+dknk, dPMurN W.�1m1.Yr e.! xrA Kxmume'n I.q MWUfF![�V3ua4 \ "wiry and r.olcclN locnion.P mckgmccland tlow<k form ru F. dtlormDridn.,IainidR. and moislurt dnmagr. P. « Lill-- ,Ii, dry al all lime r orb m,mllalipn 1.11 I-DIN'ATION A or4,0-ehA.11.6ard Rcrm<marire-IlimM canlraclDn perrprmiaR r,'ok Irmrlo. Nem ,fimnei con 0rworkam rmc.maa to all0x wnrnrnr A C"nn P eq rom MgrnrrelnJ bw pam"mmnio"Id- 1Nk11F7 PRODUCTS 21 PORTLAND Cl(M RN'T n- TYrr V rcm<m IP<R"ro"" I, A- ClSa- n.. Uac,amr band RY amwl rmm R bdi ugh-, ei, r J WASH ED CONCRETE SAND A- 0ren.M1eM,uMJrnDFlewacM1N wncrck,anJ rvnlorminRlo AS rM C11 P ILA --wad from,ingk,nurer 1-g Ied p J- _3 (bIIRSf, .AGGREGATE. A. Clean Mrd..na tlunbk tonne aggregate conr'ormMR 1. ASTNI C33 P Um omc aggrtgme fi"m single wearllwvgbnDlnNrc Pmjal. _d LIi10C0.FTF Sl RF1[bSrfD "O AGGRI:G.1TF. M I.ilFxrere li"iaM1 marcM1ing wmrlr, Isee Plan, for Sample Val. P. U.e avme Lilh -lit -.--Sae limn name wrrrcc l'orexlr paving ,.. WATERPallid Ihrouglroul rnlrn rmial, A. Fm Ymm Mlnenom m=Iedals uxM1ax oP,.xirL.and nrgeni=malln n nlC"nenle CNnnng AJmralure: 0.elerm Uraviug, IFr u,l0r llpr and M. SmI eM (Ill RnnY900. l Cid.Pill by Admimun„ Inc: 1120115)-i263.. color l3±31 x05-1311 d Sobmon C'Dlan IAMI63Mx61 P. Air R"Iraiamrnl Aemixrmn Cb'JomriagtoASTMC- I. Plnblc Manufamuma: ce Con•mxlion Itotlun; Dams ir. 18001 J33110±0 or QY.1dNrrlyAajgNreE►' e "I11t IiucliJ C'Mmicnl Company, nr:A or Almia Series 1P001 ]S±J6±6 wwwenrlixm•mlrm rom C Ilb-A Admi,mm: C nYD R ASTM CIII. 1y A I. Prablc Man",,rc: mcc Conmrvcli.n Pro11- Wl- IFD01 433m12D w w. ncliSbcanicelwam D SM1nnkepc ACJum"R Admirmm: Conforming.A51-57. I ,\nepreblc Mnnurwtorcrs: ECIIRxcA IAD0) 4li-00$D or N r'.T c TLL urNeRarierl Y[axrAk3; brrerilk telPlf Uwbi lid- F. Sullule Rn-d Admix, -refer l"(:alalmiul Rcpon. 11 R-MIKC:D CONCRETE A - and nanaponnl in ecwMnna mid AS- C94--Spccillceliolrs mrR YMi-(uacnnr." 28 STINFOR(IN'G +. . famam,lrrR w.Asrnl.AMs.nran ace nn DYmacem. P err ml Nee R Im of msl,tlrn, Rmorteorooitl-0mrvn,Ieel mnforminR to ASTM nAx.cicx".and ('. SuPmvdcnwppo1,1brrteinfnrccmrnl including bola.. main ar an11- dbv _rb,.i ....... R""d fx,-E rtlmll "p barsi i,r Pa o rYlr"c Fiber Reinforteme"v 1 mulnlilarr�nlpoyp P c IibA� lbll'IE-ASTMClllfi �T-vpr III" I. rrable lfanufarnrrcn: N Fibcrmix SleallF - I ld' long fJ±ll F9x-POAD or nrar.MrsenR�Atibmxls b Or-Cononcommd "Pucn nFibertMlR 1<33L0±0 or bmM1m ±..'PPpb I.... Ro e. i, _-/ 15O1..1TION)OIN'TMATFRIALS A. Refn to Sa0an 01900-Joint Sealm fnrimlallnnjoinl urmmrnion ±In mNATRUCTIO.0 JOINT DOWELS A, wI^iin Dxxl C'on oral, or Dnxcl Pa,kel lament moAulern rp reAen:0'�x±0'L. M.. Rowel acnadme 1u-h,bvxbli-,eIa minimum crampof±a3n A'D c, C_ n-diet dmmoaaeM1apetl l"xd Plelc. rrtc"Yein. erta,". waDilx camecl enacDrrmmrlimrn.:nmamRi<•m Innlsl±D±um M1norwww.Dw-rracnvJor"dunxlwrurc G rrlxl Iota PP Wibb zlr rfrw[ � +� .All-C6IA-TYpe F. w ar nraar mnv br,raed warn milking rrxiivr nnL FPgrrao ll FrYera(I{JC1re Drcum , be atom to rep xe m"rt WnJ9M. 4hT W- n wwewwml..apllw,br-mix.v r br.aDl a,arlable a 11gPIr-`PIg iiiii ii.lkali circa-Idl let iL'g3Ml lVktlOr/1T A I. MPrblc Manvlhrum a. rkA+d+drmtwit, C.k Acvlr-.R 1ompountl-IIr361331-3±d3 or b Ysrl%Fi,' } ocl--Ie]111x3-v±55 or ww r-rw producer rom R, `",uk lbxfW Pk Yoam orcmmmrn Pxr.c. roc co"cnc Tmr work 'Al Yr11.! Pill f, Hei Wtl- D. Ilurm lvm 0nnv .._Dr be P+xrk woad Orrrwlvaux-, lumber F. Pcnomrlormlalanl wnM1 a drgiml ciccpD"e nanmr for ern Iayomu rxy F cc1.., rnovgh lD nllox cnrcamlD an nmrnq.. Rnnnvlc Erma whrn�aprmrruk ].3 DESIGN O11IKF1 AND PROPOPTWNING n, and throngin'nmcrncnlrA-will,dmiai1Nir d ACl Man Conunc Pmmicc AM PCA -Deign end C.dKbI ofcoacnk Mumrcx R. In be Anig�ud by mr --A ..menial kminP leb+ml"ry,. r g pp bd marmxl, to od-x fii,d minimum wmrmaive-Ph, 1-1 C. Slump min mum�,ra iucn.mms incb. rvilhu l/^_wraL Jm"pdi116amid I-. auccnnive baber. Oblaim a pp- I—Owr AIIlhanml Rcpaxnlalrve ii ,lump is nlJaiM Ihnr pwmnnt YSIRminPal3Adarx 3 00 C-lqlnY« eolnlrx: a b Muimumm) wren. a J Rxnd sm,"olTelnl min S Cnanrn r slo ben FlcnJ of l"Io ]/P_ f-k1AxERe Ra a S I: Yet la R761N-:D -inla 1 PIY eaM1�1k vF.vUxe only wnvrl•mlingn vn caLiNa:mr gR R mrcn n gluxTure .vbil, or Pn ikm±II above 1 ima c�h im lbridi,A Ai- lu ,ilurt A.Non enl0ride neeel ors: Ito wl ver ranmrvTa era arc,ocM1aeoleirlm 9 CIn livery: ( kbea, x-mb col m�U 11-A-ri-P9Pmrnrudmm lim hal b>uM1 p4an Frrnnmv xirrgk survc=nrpply Iurnvrmn. smJ, uul Rg R for lM1e emim pr.,.ial. a m la-rlxLilhounclinknn , mdiutltl nnDrewinR, nnJegpttificaM1romn nuklr to N1rtnm Pnn ryuiml. 3.4 1.ITFIOCR STF SU0.FAfF-SEFDF.D AGGR RGATF INSTA I I ATION A kmred bbbymli ImmlUuonof Lilnx,rk Burr:o.radrtl .ga Em. mwt prrromrm nvalia„rta Lirnoa.rl<iml.ntr. P C-. LnM1anre etd-&r9.99J for a llI ilM1aalcb iivWkAn pmj c ilb-1, k 1. br Memkd iaaanm.mra"aa D"rmmDaus ralr"I, sa94.Jnrs.AA),339: c950 ]9A.6016fi]5:60]3.116:4nP] D]d: 6.1 C.eg]: ]a) ] 1111T,d A8c0 ]6]np$11181,019aId U.I roJnwdr 8 _355 Flu gr OCJ D Ulli mr Mieb--,x d,,(Sa Plan, I'or-,I, Vxl F. Lilhon , airTMeor follow gr ,dip 1 LilMmnv ENh Rnxrdn, e Lilh-ATM pvvim, �er rcreteA : m uG.010 ills e LiN«alem powalrDlwelOmcns- aUUI la du....... l5 JOINIIN'G A, o ACI Jn_'lWIY ieC Fwm.s4k Y'�baa�,-dr wyl n4ar�i FNlr � Cn" nd f9m entlw rurtd o"D R, Vidd,: P J/14rxM1'm wirM snvrmty. U )II.nk: Y Sm- b.n,maarrugNi ll ereunine n1. e n, h "n oNper axM1 e. walk. mm�, cmN and colamna. Noe mg inlo,�enkm�mrwxnwill brallwN. C. xnklionJ rn Caulking 'o"Iadnn inrrrl raullnrg mbe innate.I order Seriinn Ol00n-Mna. I 1b 41WhYf A- xlb Lrl{f kra[f�nMFvr. fwrm+e[t4en�wn CPJ wlYskaAile hrW�AJ[Unrltral _ rfWgPYa4pairwr. rifrtmrnF I[Irf�ng dq.rll L yrFArFL 11MrY Mlke'L! J I�w IladfiRlnw km w[1rtL aryl � Ikrr eti6 A�+Yw.Il'yllafi RU1g r[rjry � f Iaarmtl A.r.a,.rrrer.e.s.I.ew.rwF.a.r.,[s1k.r s... 3,1 Si,ALNfY .1, Seel awlka of evigelYl ll�rar6a.p YKO1Y Tncappliemion nNoly-alwli rilb rf1[krkri►6r ��wrNun arW mulring oY mti.w Corr RnlYwayArEx�p,.,�M.:.rr,+awn.. Ka ten, are R Follow LILK-11 Srolcr dircrnom warn apply., lbroaue i, pl reealn au,IM FND OF SECf101 PART ICEIEBAL O bmm- A Cxaus,lw, - IL-YMFirN+*r4++rq B Bedding mdjobt wd C Fdpemmind e W 14•rdTc+.tss I T Jtr4Tm Nuk: Drvwend,ubFn w vehkln sMuW k dniNN b wnwlwi« will x BMirxdeWil wgi«n, In uwdm¢ wish evmblieM1rd Rmibk prvemrntdnign pmcedmcr. PnaPa wlMw.md in a¢ammwe xiM the IC%"Teel, SPee" TamliwJ Bulktio, A mcrimn SrcicyofTnang and Maler"MN IAS-,: I C 33, SMcifimtnn br Concrete AMne.lm 2- C 136. MnM1M far Sien Analysk I'e, Fine all Coame Agpregamr 3 Clap, Smpling and Twling Canenle Mawny Unid a C W. SmnAd SYceif-Ihr AgPeymfor Mawnry Maim 5 C936 S....ror 5WdI-np Canmek-nR Unid 6.C919, SpreiOwlien Fm Plemrnn for lnlegnlh Cob iCanrrele 1 Dh9L=ir Cllwtla for M.1--ly Rc s.-il and Soil ARSmA Mama UringaP P-1b(s-AV 1.1 Rahn ner and 12 b I1115 mil S DI69),Teni-11UforM 1-111111 Relniov dII.1Soil Aggrwam MiaNms Using a 10.D fd Sa kgl Remmcrand IP in 1151 mil na DMM Aggrcgue Mntmil for Bam or Subbaw. for HigmvryT m Aimpons B ImM«king ComiBYnvemnrlmliwrc UCYH T¢M1 Spa TmMk.l Bu1Mim I.M 0mliry A.- -A. 11,-lbn rMlkbya and ertwr I-enew wfn Pin Rinkebrkingw N son pill uefthniW orillu B ConmxPar,hill kNeumenl Busk LrvN Certtimte l',om tM lelnlockimm m lmnmk mnMrm.¢nifimmkn MOMw C. Conhumar atoll wnfeml l.41-.q P mill le¢nainp and tolling rtquinromd IA3 Sabmiml, A. SM1eymprodmtdm I -sea pmJun tlam E FUII,in swpM ofwmrb paving uninwlldlukwbrand dupe wlaiwm will be aekeletl by An:MmevF.ngaeeVLaM,�e AuhilnvUmn Ymm eMlSnunYr neidxk c01ms C Sicrc matyrix fergradin -mingentljoimrand O nb RommiMeNndnll bating labumory ror wmpli-.1-In untl regn-H Ia IASTM C 9361 ICEAI m eMn applimhk rryllhemeou [ Mumacvtzn ¢nWWwKMIPnm Nan by 1111 n Ming [mad ymll¢bk ASTM mCSA,tmems F Indkak by ,. Milan, all Ma1bn.Nlp eFMvin i.i.1 m It- end Majen YmmmlmaeCWle I M M¢k-Ups A lrovlla711311112mxs_mlMmwanenmbN bAn'r1e30s_ B ThiswwlllMuaN mtlnmmMe slmMlerN ofBU Fending mdlayn.Jeal '� Linn kYing MMmtal.wbnmaM mmm of lFcjeb C Thh anaW MmrmrlBal gcaabei 9rnffi a8Y}wgdkaf ua➢la M iurponma orb Me wart 10 Delivery,-P,.AM H-ling A Detvn mnvete Mum mMe ak iu sal h-M! Plmtebwlasd m P= wrapped wbm ,kk.flranfnby E, lift-- lBLU-1 ul jeb,irc b.«be mums dal no damagercmnmlk lmmtlun B.. Covmmld will wempmofwvedngmpmeN esNswmMnYWlmrmwrJ by wind Scram mk warring in plan -ffigMj r rofnMrtsdwkmm�wM✓'.rs.xu.r�W err M1Mms, amwl m prying. IBC C'wwrms+al C�E••'mv.• 1Yr �B r W w!^m •Ir'a[ bT wr w r�Ril Do no ill aaM and paarr over train kw mnamda c aM�B..t mmg P•31IT 1 FRDDIKTF row 13r d C I-INAinB C.-Paver unto: BASIS OF BEARING ImPwsr t/s a ,b ram Tacoma w. x pm, Mom. w R, �mxcu. -.4 �vdr ors s)Ataa 100 PRODIi IN BEDOMGAND.IOMTSA- Me: The ygeelrmd medY bedding it odes rylA wrwetr rand Saed, vary innWlyS mmgs anJ nenedntmnkumvMyRratltd and nrve mamml p Ik No !00 fa B)d mil sieve. Bedding ands wiln Ihew eM1arneki<la amm0l �IwMnm k metl [' to um Mails vm0 wvf r),mcm,YWlY mad apml'olm so'un�llmeppliw�nn A Ckan. norpinnw, for Rem deleln iiN ma nl mm rf `Rem cmlwl irk Do lim a¢li cmvmaninga�atmedun M1ndo not wnformwlM gndin Tabkl WAw wmwmr a�art Ndjn to veM1imlw aWRc Mcsmtls xM1.11 k r, hartl n Pmaclkally idble Iftk MNnnt on malty a 1-170,.... dmnismomh-1 marg N,, -1kfar Me for of.-;aIW spmluamm 0n -in kWlhm mW Jmabiliry md¢nn•y R $iese.ro ng 1. [ASTM C 136) -n2R 2A] C -M, m lM R..'mm t, ofn-in Thbkl Norc: Use AST. m CEA slmdaaa as gmlic 1 G.dlT.kk I amp Requi,ene.m fer JoiN Snd TM c lu AsrM c laa csA ARx.sem Nm,d s.M M.e.6wParca s.pa ueve sbe Panwm-In fleve Skr PnaemP w o. d ld )5 mil 100 100 No Rls-36nm11 96m100 " I fill lP mil 701 100 !_w.� Na ]alo dw mil IAA ROM [rotlp 5U(B 300 mm1 'ArA f.3M aw PmsO N. 1'W, I60 mil 10rTd LL.IM u� _m lc s+ mIRgPe-l' itld.a CmdMR Regdnmwd for BMdlgt Sato ASTM C 13 CEA A23,1-toff Sine E. Pnmal ..In IN -she Prm -1. 3,B b196 mm1 1. 10 ram M6 o a la.]5 mil 9510 100 6 ram yd a 116 No g1136 mm1 Rdm100 !smm YIm DR u.Ii il.l4 qq Ks% 1,.4 DAW N. 10(0 fifm mil ramp bA- .ru 5BB(I IIs mil It 1. Err IBW3I No 10010130 mil all It 1. ram _r 10 N., wntl mykmM ferjoinl a and N welYon in wmpamixg Ik Mvat nuYk n w-in rk wmpinnrrill mMjoims Ifjninl send ouw+IW bd,h. wntlk-Me.r-Esbows in Tabk 2 w mammrndm loin[ vantl shaultl nrn k uxd fe.kdd'mg wad 13TkivbhmM.Mu wafmmwlM grmBng rwainmenmm WmwmmmT.bk! N Io�wI . lne ASTM -A suMada n apPlimbk 20tl Al -RI. Pwvii acmbry mubnab n foram: I baps Anmims MamnW: (orcme a C bx kF4m:M H., T- IT F.'C(.CV110.N 101 Enminauon pwlM nggrcgem bate and roil wbgni-Me. ,b-torsbuti IMlnbe bP •m4xeof IM1c Pnven mar beIMm /0 in (l m.bmil ve Jm elnepu eMmmpeNm This dilY bbiluleM Roil nnanen w w wmpmwlc or Nnibk mlwracnl'ng n vrriry w.1..68a�mrR.a..,..dwanliraxy,Iagr..u.r.rw.f.ra. Mc apmirintbna Nok: Coomutim oflhe wit aide k maummeMed to a kan9 Prucim density Per ASTM D in fur p-im. corm-1 midenM companon m.Ilmt"%mWHRM pmdor-w ASTM TMDI mrnded Ihrams mbjen 10 AasY vd,inJar ealrx Smilinli bgrade w,Uor bwmWerial euy be naawry will waak or,mn ,mm'la The nrznMNF wMi�ngxn,u�gradc PmnrcMmiwn.e and cordon dnsiry lam b nily Mal mwlmlikn. WWplimnbl-nve Lan plus.[-inR b c crib Mal+gmeSalr hue momriW,, MieU..m p im.awfue mkman oM clnmi«, mnbmm 10 Inc vpaifrcaliwna Nok: Local aggngme boor mmmxl. rypkal 1a Ihme uxd Im highway -ible ommnWca ur Moo--ing m ASTM D!mM0 Campxflmw'n rmmmwJcd b rot b, Nan 95Y. Yrmmr tlrnily a acoNemme will ASTM D 6m is nmmnandetl ferpcMaovm a.rm end midnMl advewryn Min mivnc 1557 J, wMIm bum HRYamodigW Pmnur depeiry empdioR m ASTM D Is6] Is raommenMsl ror venkvlmams NO, ThenggngaiywaARAyBP u.vaC wd rmm,Rrxvd •fFanw yrwr na'ml ngx a h i60 mil bkkms, B,nyard0 � wcgrYiaarrm th.tJ Mmixtrwwu. J & b 110 ryx1 mI txayY 01R,. Tae.trhhrefE+BawP Ydaf m9ova =rbasAx w4 Plaw,mM IRmefaiMATrm BprBmC bars slneam.d t+ua. rd aria infra sc, W 9nMnVaY yu.lfcra.. 9rwKnTaaSPa �-Cavwuw Ahks,ady rxmseB. a pdrx .-•mac-�sePeaaa Nome: M[m'che ul raa•pns erz raw--M. ror imp-olwil zubRmdc -I egglegak base word lamp au - uMiry ruuctum, building L M mmr. o-w k and oM�mm na I wa. aa¢nimr w m� pedi m pad roa i- acnoiliy will mahen' .mpcn fy loml'wnu type. mmalhtionaod denhim, ofctlge,cakivlr wand Me perimpbram b he Nvad -0Rr C rJse rmlmad Ito dnwirc. IwW mmud[wm'. mmrnddionsBel Inc iMlmka [Irani-] D vmpy wI Imm a dy. mJrelm ram and rmy m.uppon smd pavm. ma mNscd bai BVi. f ng of beddimJ noJ Nvn inmlkmun morns xc¢Pun,.n ul bxa edgr om mtnmb 10` nsmldtim AI Sp:-tl-nwaevenly ovmlM Mnwm,e mJ umeN loa mmhmll lzs mil Mkknea. nmmmaxmbg 1 a in Ira mil Mlydnm The m.aeed wne.nawd rot kdigmbea clam mlRdnt wnak.my,naaa ant laid um fw JwMmEraN-m WdrPws`.w - xw IMt Mven w Ree of fomdgn material Frfert �NlwmrW RC F ul Me papaolH as akwo m lk Aewin . Wwmlll sb of ,.i- S.. D P.1.11 bnwml lk pavere on nen4e WW kbmx'an I I IS in md3116 in(2 mil w Noe nsMpn mryina mmprJoim Cmwltmnnuenum for mmemldjoim wMMx E FiIINN aIIMMRcs of MC Mvm wa wilF cut Mvma or NRc unid Note: Unity cw wmulkr Mm o¢-mml al a svbm Nverem mommeMN amnR edgv,uxjul m vAimtr belRa F Cum p- la b[ placed abng lk cage wilh [double hlai pan mlitksm nuwnry row G Um a low angllilMe p-Lumw.,mPableofW lnu d,w0lbep, VN1 .-im .. ".-Y.1'1 b.-100 M H Comwd the Mvm.-in dryjobl untl inb mhejaina rand vibmmg unlit pry w fitll Th xi11 rcrryin W tut row m tbm Mnn will It, wmp.1, D.mwm withm 3 ni l m) of to umnbaimd Mtl orbs pwbR unb, I All ash le-1. 3 R l l mlorlk layingfi¢mun bcleB NBy wmnacka I. .wd-60etljninp m Bernd oYeacb dry Cover be Irying mmwiM plmlk rM1rea vemisnttlm dond.vlm ror we wmNn rcMvm I sw'npa n[a. wne aka Mrjob is wm 1 R Thrtw anrfae elnapam eMueW JeMak man Mm 301M 11omml mama Ind 13 m11MR smigxmdgc L .j.- d�c iNels ^kmwn eYPwavm�M1�ll�e l b in l] m fi Door akve dy¢ rote m orAr-k ]o] FrclJ pwiry cunnw .A Afln moral of nwm Bend cixek final elmBoM ror wnfomwn¢ m Me dn.. 307 SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMYLETION: A. 1 Obamaatkn: 11w laniuM artblbi wiu visit lM wnrbumim silr ran dmin4 be m nmsrcm rcMrdng inmB-, or h.M.lpc m be in wmPi_ wile IIN, .iIB n. deuilAmui( Iims and aikmlditione Thelon will I n at3er exfi v u4 p -yin in wj. wmmml,allon awlln tk coo djuxmcnd N. - IM1nI l m,B modlRmtiona m tM dunned bedxw•e A ropy of Mir ,ik wyon wll be hlivetrd ro Beth flu owns all Ik ik sirenlwmlF4: F.� }.:u .Pdr..M �.. Welk Thmupb Fm Subsmnlial Cwmpktioo lYwdm Lm ell: I- rouou ,egmxnag a waR Mmngh kr mbvmnuW mmpklkn the inR rzRWmmmns maq krnhinly mlkrwe: WI The emin kmsemw am i, mmpkkry b.Wkd ad whm ewepurcn rs ¢ewe Men ohmmnT Rom McIMn6scapc rtA'xnnl anNm own a T! tM wnMemr hiM1 m wtN Me Lmu�e amen for mIy of the axove i¢mc a, usrM ukve NE the anamer toll mwnsibiliry ror any -R, -eit1 di-d'me dinned by me laMsgw wniun MdnP Ito walk MwIror anbadmiW ompinwe soy of drem roues a m addititieml mat m Mc 2 Ome Ito IMme ngdmraly Me ban mn. a w -rah for ,ob,tmtil wmpkdm mm k rrmxaka The rWlawing Pmmdwn will be - duinR Ito walk txmu6A: lalA rat, of be aMirz s nit dke law of N of harampe ones mmperN m 'In na a banldlim pwcedum n .Aow m Ox deeik aid maifeliommAwplmch liq. ill be eembli- b for dniciwcim IM1c w m ell wohmm , or lk M1adraM arc, mMled I0 Ito wnsmMiN drawing, dnaik. and wniY a im. 3 Ome the Walk Through for Subaunlial Co Wl M1n been mpkrea tM Lord a -Iikrt rill pmvih a ropy of ill pmxx Its oils b tM owns for miew all d'mdxumbn m tM wnmuwr. II Mclohmpemibilirym MWjun all Mrrnt m to nymainga RmW wWk Jvouym. Fiml-11,-n it: I 1, Bel'comnlrnmvnn of a final svdk tuuuyJm is mwmurL exfi Jam m IM1c vmlk IFmuRM1 for soWnnliel wmpksien fpmwn liar aD oral k IMmylny wti:rwd.aMe.,ee,.m nailww by brmnMemr. Orcc IM1c nkvc mwvircmrnl Ms ban mn a 0m1 walk &.0 may k ngvmkd The fwl-W. pm¢tlun pill k uwd: Ira Thic v'mW ilk -rah will mwim of-DIng Ism. IM1c arch It items cited el tx die or mk wilt Ih.nb 10 '-VJW cuepkdm, mtl nwirJPR nmi n ham My -.in- NMI— rimwim in the mnamnimm and wohm.nmir or IM1c aavcamwund bIk pus Flw D Milk �f IM1c r uRn or eu ,Iw ml w Inion cant wn awwnl�md.a<na wniR¢lknx willb�nadd SECTTON 31.5 BB ST-.-D DECOMPOSED GRANITE PAYDVG PARTI- GENERAL SUMMARY A Thu Scnbn I«IMn: NI emb p metchab. labor, I tIlm iati loom and equipment rccen 1u perfow Me woh of Ibis $Capra scfiich condga of all Msing wroh aM mlatrd itcmn a. iMimlN on DmwlrmN: IrcAding 1M msdlbton of bore materiil and Mader Mgi�g Far cunmmnien iV.h Dowmpowd gm.ik m .-IhM 3/R' or I/n" minav apgma�ale Mvmg wrap soil billing n- aaaitivc IN m arrcifrcd herein .M irclwdcsbM it not limimd N. 1M Following . 6,1111,1 B Rebtntl llmumenm: I TM C.M- of Mr C.- all Diviiwn I . pan of Oi, Semmo M Fully M rl'm IMI Benin 1. Rebid Seniors: 1. 0.1 N 00 Sik Prnl- ion 3I0000 EadM 3. 32 SO 00 LenhcaPing D O -1 Prnrlawm I. All o1 Inc c nlnd documents, including General and Sn,, mMlmy o C Ddiliom eM Di,mm I (k,, M Rcgoircmc0 s, apply 10 be w0h of pis E- ioo 2. E.m all -xIitp >b M seer g.P - of r!e Spnifatom f rcgahcmend VI-ki .5e iag tM - of bb hoar G). n C,,VWAI rc woh with tivs of At those a11hcIM by umh or tda g ioa Caopcnm wdh eoN Inds b assum the slmay pmgma mail wart alrxr Me raao-«L 12 PERFORMANCE REQUIREMENTS .! N,furm gMatian of duwmpomd gm- mammal ., J/R • Minor or IA- I. croshcd .ggrrgam a emwd with ASTM C I]6 - Nlb br Sicvc-,ixbrFoeallI.- R The Milion of dw arr[iDer = - aena nLc mfmrnccd Mmin. pub[BbN! by tx 1'olbwing argm'vanem, apply b tlr graod.r p dna work only of lhm 5rcuon b trc cm- ryccifwd by tm ttf[rcoee. R1f110 S¢Cwn 01 42 W for mfmmalion c0nccming avvbbiliy and us[uf rtfcmcrca. 1 Svndud Sp«ifmBons: Llighxwy Dcryh«m, Sln Ml Spwifimliuns Ihr Highmys ell BrWpcs.lalcq cduion a ASTM: gmcrimn S«fiery for Tcdimmg ell MalcdMs b AASHTD: American Aswcinlian aF Sdk High— nM TmmNnaliow O13iciels 1] SAMPLES AND SUBMITTALS A Products and Dad: I C'-Iu rm¢aam >M glmnlidc, as xpeciliM nnM SeniB-on B 133 00 _ Far ha¢ murx, submit m.tual Cmitwkn all ANIYsi� Rcpurt l I/21 I VM of decomapumA p calm of 1-M1M 31R31E" mbm or I/d•' mmm fur mm�gM all color, ircmi wum aF mamaal wan mkrMae nnmbm all emrzas d ASROPIn Ruder. Provide N&,Vd mmplm a nl ro om MIf f lal Mmmd, ircludr mar¢ of mammal with IekOhOm mmba xM address as -11 ax manu6Noek i-io. for main& all applietow IA PROJECTISITE CONDITIONS A Fk% Memurcm - Eadl bidder h mcgeimd m visil Ito ,ik of too Woh to vraify Me existing mMitam No Wjmwenls will D, made b Ito Cowvan sum for verbliove b 1M outing conditbrn I Wnue surf mg is ill w m It, with - mmmu[Iiw, verify dhrcnsiva oY Mr compaction by field m¢sumnxnd kf pm¢cding wib the wort B 13.6--W L'onidlium: Do -I i-I s bili¢d A,Rng m Wsing diving rainy wMBiona yr below4 dcgmes FA-kil all falling. 1.5 QUALM ASSURANCE A Imlallm Qualil"IVlians: WDllm la Pick cvidcn¢ b wimk mvfd experierce io P-idin6 iViRBMi. of c bij6 demrvpoaM graaik or -m 3IS' minln or 1/1' mbuz aggegmr Nvmg IA FIELD MOCK-UP C cord W 1dicm WMiblc lime, a M,,imtmm of 30 iyc prior m fiml .pplimtbn of Nvbg mmf a, and al appwvcd lomtion bcfoa proceeding will, Me xroh I Conxrvct a R x 2P mininwm sample of riniWmd NM wmrlde wilM1 bMe suer¢ Mging. and [umNCIM as gwcitM. hd- adjmmlmla anpmved by Ik Ownda R[nrea iivn from lm'0f Ik mock-n Pre Comdi.n xwrk with -Elm' Prune and material Pbmnwnl or 0thm work a,d Mlaccnl .onsm.n E The -p shill be ¢vinvxd all appmvcd by t , Ownch mmnmdlive Prim tA p, R uTh Ito svmt t airy, ,era all ¢ ran d. MM sample w it -pled Appwa•M rick- , Wall wnc as Ito -11 of a[eerdmm¢ for Me,.1 work AewPdbk muekylp atoll M xlardad for Iesmm, wlurand wuhmanNip ] P.kd a¢epmd m-Ire from tlamage want -plow all aa¢rdn¢ pnxe work ¢nrndrmd ray be mock-ur A TM eNmvM mockup may k imorpomkd'mb Ito rrw work IMmoEsh all rvrove wn.ppmved muck+rN L7 DRLTiT , B•TORAGI AND ILANMI.1N'G A Bulk McBxmi: COmpy wib E-M 0- for delivery all smmge mgmmmenm B Do rant npme ngleda, b earx w, moigme m wtlw conddiom IMI - Mvemcly alien Ikk savimbihT IJ ii, ARRd.NTT rsrnlWmenry: TM Ervin, wamnN,mdfid'm Uk Anwk doll not dcpriw Ue A (Amer of otiv right, rM1e Owr- mry Imx Ilder oIM provkions of the Cemm� —by d the wa a1v11 in edlNbn m. and tun mmwmmt with omn wmmrtl- mdeby ConM1ebrudvnquimmpn MJrc ComM Oecwmnb B Speed Wvrorry: Submit a wrin xm , -eeamJ byy inemlkr ameeine b m mlacc cemremin etnsmmliad mU im fit m mamriiln o wart ship wOhm Ue mvi0d wemlry rend Fib— irch,le. bat rs rot limild ro Ou fMlewira: I Pvmamrc xear end 1. m—d 1M m,-5J i, meinleied in amdmm w;m tumor, mprs w,iRm m.inlmwmimmmup, ]. Fdmofrysmmbmlpert mquwmmm C \Vemmy Pled: Canmcror "I pmv;ac wmm�ry b pn'w,nalrm of pmkrt Conbabc shill washy Innllelion of I,— fer lnc time of orc yor Ipom wmplcnon D C.dd— sMll prey w • Imma or nimry deya umonepbpl mtinm,-rce ad reP+r a rwoir� PATSY- FRnvk[ Y.1 YANVFALTGDIAi A Pm bkndd dvompsd g k avid, birds ter nmh W sore aurfms p— by Its blbwing Supllm Td_ Mebwlp bS.LY Mm IUpN la Cmdulla CA —Id x! MATaxnALt A B;dm O,mlk. -.1- -1,omneinillF. oJurlm. envimnmmm-h -fe pwrw Mode Jewmpmd swim mu,mMd JrF minus aggrelmm (nn D Omompe,ad Grm;m: Cmshd agDegam torn — MII M 'CA fmH- ed sb ,lollM 3/g'mime oggmgm! M+bul-I mnsiJ of rove —b J-em Ford end dunble. will ebnc fwe form md�m wminRr rd dektdm mrviala DrpgprwfaarNema.ArsReA hoe_-- A.niuwRmPeK rrurevi. U S Skw No Pomn1 Poring by WeighW 1I?•95 - IIW 39.90- IOOF 465-g09111 YU M30-d0f SON-?Tp 10010-Ilp sort -12 C SmM Epbdrnl ,haB Min Oe map pf JS-55 ThCR-3dw sMll Mammimmal'TI ASTMlnring ,hall Mused for Its mndequivrlml and R-vaM1m eeRrminuien. D. D®mpsd Gents and BinMComroptl: DurompoW Gnnim or Memmb-or -sAUd,gmcpem avf 15 I .1 M• mh— m Cmuanor 1'rmo,:ingle mars Cmrme prtM1l-tld mrio of IS < of noO ietlm egrnl pv loon of Oemmpoxed E \Vmn, clean ramble F lmpnd Bew 1—rud if rryuild: Clay ] bee shell , fb-d wd immlkJ - m i end a ifid b e V wmpeman dcplh or le the depin indimd m de dminFs G CUV Mmenelr. Foe Avass TdlabBMve,CIm OB+-1lp, puclmu k,umi dby Om Smle —mMWmnL RO ERCE°CS MATERIALS A Povide amMs+olnoriM rep Whb Uc di —I store mmri,ls Ur uw m fnbm dswmpmd gmM m 3R' ar UP min- mMd wmcyk Pm F rcxir JO 10 50 U g+of Ue wJvePle pv'mP hkndd will porno emmmrol M1idn. ?A READER AND EDGING MCTERLLLI A Pv Pkm PART3- LCENTION L1 SURFACE CONDITIONS 0n0 Pmirrg mlena4 stall be -amind for tumor ad wmpb Mw Ion- tar. gntlr. piW. mtl dmbmgc iwullnbe 3 P _. subgrde sMll he pore( mlld b suck I'm unsmbk md'nkns and ems Nqulriog ,dlGewl cwmpcsioa Tbc —F., — , mMpl-d m , minmum Oe Owoert Rrymrnml do. v3l mW nor wManp mwpm rwpn elm Leger b-rnMwf C Reprt Imsu—d,—Dim. m Ur Dwmds Rmrvnbive.D col bsgb pmbg wok mOl Imsdisfm collUOom bore barn ui a l vxl ie —Y m Dive Pramnlmg will Ue bdalMion mnsliMn amymme of eluting mnJeiom sea Nsromibiliry formnsUMyrvfommlm 31 PREPARATION m-;oM necnury ro true Yumiad ,d inrmllcd m bnnF Bee b Its ehnmovs aMsw oo UeamwinF. D Pmwk bee mncnil will water prior m bulillilrg +mMhad Aggeeple Poing memrmL C -tutu-- lFc apei ld M1-tlamdging melenalmreripner.l rag-ormvbhr nevd nor elrmayy aSarsnl a • roIM mrYmc J! BLFNDOiG A goil bi—I agrn3 ehau k Mo oy pmmkd will —paud glanile m BASIS OE BEARING P[RW1a p 15yiisrs lace nO m30 Tam+ As. x vzw xx (MO e35u�ez0+re EDpr�iln�l cnJxd aggmA¢ fins D Inc nn a1 15 16a of bide pv IHon Rdm pmdsl or tlmemrosd Nni1e ygmgle by 1M1cwR,l;n. ].d PIAClMENT A Pb- Ur m,Wliad DGagpegam orator m Jx pq d wb gratlr, and nkc ird gMe and nor, union Pare nrd wReirnl dmUM1millow rmakty K" mpnim farcvcry?IerkauDGe A Plax memrialb m05ci 1,1, mibw 1"elk. mrrmwlion A Auer slug Fe JmmaFlJy,vnlert-0.: maddve mhmue pvmeu. Ua ruB droll m Ue PrvWg rnm is lM Mv+um mmkmim lk hindbg—L Dliwv uer,pli-Hon k-,I wore, pnrtbdee d1. will a yobbm amiu. T mibk m evsrw,mv IM1e prdum U will Mwvv.:tmtl Inr anew m�ee en'�e�rmMerm am we Mad ]A L'OAIPACTON A Upon Unmu,b meismn pmetradom do nor begie wmpwrmo fn a mwmum el Al Msl 6 Min, and up 148 bears env pmcemrnt a uvm eroM1 line Jlm Ue pviog orielked, m pi xSY.my mphy-1 (tutueImScoo mllvhompcmr wi1Mm «pmatioq Plowing m mY oO- PbYuinl eoplpeomiw nl Ue p,nrM mamnil m Inc mskriil wile mmpmbr m epedfxd ab-e making 3 b 4 pmv eta mull Ave"dav:-I PlalrUreum aomMnerwhrn pnnbk. Mwm-IiMl1w my Uc we M1ld w;l A 1nme1mli-of smbili>m egrcgnc gmrc ft. 3°man Mimmlld in line lfa'IFim ram—,1 (311-lifts If 5'lhicb mmrm,d (21 L`pOn if Mbil'rstl aggrtRem is pe-molsfmcd M1ebn ioaelYOen emirtd-or S IiX mey be iesWkJ C. W Ue+mhevea—Jiglueprryrollwvmgmmp—a CUlracmr slWlmbc rwrcaubwl diembdinaggmemrurlSocwaM1Urm soon D Take -rr in mmPrmins amm— Nib m ewhd 3rs- mina. er Y: minor amr�m mminp won dyamm m Mwrins me irngdim N m,. Hord mmmpwiU 8° a.10' hind tutu, rmommcdd. E HnhTeM Edging Tolrnnm: pMerxw. I:1+ 9�am Ihv Mee s: a'mla J! MVCE RM A -Am ewf m mlin pamoy shall —,b, mifom and solid Lee or rm diM ma .1—ill elvOm of rmM1 noand b,Ibw wRdrn1 wan nnaR lbiMh%g+Uvm 1Ld—w—lnlherl mllb—lmUeDMwriad b pmrl—kdm anThafrl- norbee ,M1all bie llnonon mgy er JJ PROTE— A Cwnaner .Fill —1, and inddl tun oalmd cow Cpmmf f sMll M imlbd aflv inmallNkn of Msmg in spM1 a wry m ro Adr. pblic I-l72 mvaYmaM pl pmin sI mgmdn Min Plrs 0— - 73 M1om otter eom In m of Ne -mg i-d1 n. ar diwmM by Ue OwaleY Rmrmcnmiw r B M Ole eW of Its day. Ue imRwtbn — mmbum el • pevivF vane m oUv wkriil sMll M aeyo<i¢tl on pvinp Mky bM heAmd,uUlrim0y m ti-c Um larmaliun of mmA Plexe weebrcn wiU'm Om snmiun or via3le Imo e firJnhd wnr .. c ,worm ummurcam ,tutu km arvehimlm blEe tutu flJhend weum um aln f mnvmi-Ikn mMrvp by oUvwok in magma ].w nfA-N]ENANC! A It— —b m Pepv, gm clipMngv Invn ur nOwr o.Fina melnwl by mvlunimlly bbwiog or Fad r-n Ue mbm n neehd B Dlvinp Its frd yin. a mimr amours of boa agpcgak will appw oe ex ,sing 1f Uis m+1e+n1 minds • Il, of m insfi. rdMribm IM1e mmsvl m'n Its wA ear IMmuplly to IM1e Up1M1 o amrm will paver mlb of m ku Uen lOW lbs Acpmrrmnse ncMcdfl C. If cracking omens. -dy ^'mP f min Uc p+ac4, xwb UorouplY mtl hmtl ell will m 6-110- had min p- LIU AEPADLS A sNswrlh dmmged — a Its ftA of the mbifiad eggrsgrm ,nd ro-w off B Ifum isdry. n,o'mm rlemegd pmim liplly. C Pn2nd Ue tlry mquhd mewl al wit bidlep agepA A— sill the panne, meum efaggrtR,k. m a rnnsnde mien. D Ada wab to Oe bindd wabiliad eggree+m mix TMmghh mimeo mie wish 35 m 95 g.11ou pn lam of pnblemd mp;el er m epPmaimabry IOv, melmm E Almh moismmd rn-0kndsd,ggmpkmn-vemdwb 17—grllec Comport will m g' m 10-bow amp or rots. I— mlGc art arse for 13 b dB F. MOn dnrepb MS M1mn mmpkmd END OF SECTION SECTION HI ".-CUSTOM SHAOE TRELLIS PART I -GENERAL IpI ww,-X WfDDDCp:T A Cusmm Trclliswd Smdmal—SwMmrm Nana 102 REFERENCES A DYlpY L\[1: E{A.AAARJY.4 I. RISC-.Amsrimn Id'id--.1 Cansmucep MmIW o1-1 Cenmwsion S. A53M •Amman Rimmy W Try d urwy. .. AVY • ARe-ties w Afea-'awry. d.Li----pin En ,and Emiro--ip 5 OSHA • CAVVIaJ %�rd IbwaD liaaRm R Ympwrr S—:,,— J" #.F R+Ped 6 PCT-POwdcr C,di,,,hMdw T SSPC-SIw1 s1rd—P ft, Council 03 SUBMfTTALS A GENERALS UB1,11 : SuFmildnvofsuhmineldnwioFs and?+em ofuk M1eoW Fmhsipderd till hY, rrare+daeN eeFimm IiceMM b ne smmorcagm,ia UDUCTDESIGN REQUIREMENTS: Tk! ExlksP Allan rwvayr ILRa,rni asryerApwalwv+.. dr..m Its Lnwmge I BaiMingcme:sm a,.w;ngA _ cmlma snow Lod (rW: smerrm cop 3 Bmw Wind Sped (V): Sex UsvbLs d Selmie Desipo: Sm alewieso UBMITTAL REQUIREMENTS: C SCakvlelbnn and Bubmimldnwkp sM1Jl bcluae. mr minimm: I CilnU,iMe: RermmlwamMiwns ndn me arnmrmmmknwe brmkam6eml, Irknmaalion oYl+bdlirree runt vYemve fmdelrnnioiRR scow. wits ed secmie Imds m rpecilR s pwjen bairn J. Tmm dmnnswnd mdelmg input lmaelpmmeGy.ud aldysie multt c Member Gnign molts end ca—E, lord mmbbelbM C Con m-sn fm.w IMlu xWepmc av—and Nw founddon R —6. drips mud inchdc the mllird mmbimfwm efNViry and mmN bear ?.. Subminil Gawinga A.W—Lbymm b Fomdatim weigm c TIuw JR.weAxl,k-.a rdn _. F epPwdw•wrce MA.erasp, r. TDvie ie:a-I: irc'mFeL A+fRr"ilIDD i.Brray C Rmllrim and wnnmrionemim g Cow. D Pq-)vrdATdOFOPiafiN- I -The eMlbehdl bean oo Umdmkrn avipd by mminfemrrtr. . pW+lue;.. :U+aheB fp g+g.dda (irten.N. 3 Ownv atoll p— .—A, will morphs inf alms abm 1M aim ivA—S wit b.ringcapwi, - Idm1 bed sapcny ro If wil dam etc nor P—d felmd,limx will - M FIN Its minimum d valets ihnlifN in ne pvming builemgwdc. E ANCHOR BOLTS: Anmm MIm shall br rm by nmufacamc I. QU.ALHV ASSURANCE A MANUFACTNtEA QUALIFICATIONS: I Minimum el l0 yeele in Ue Uelbao —in. Maury. _ Full -boron-swTLicrnmd EnF"vlm. x par FRn rWdfA Wd {en�ewrrna.ti.w. A Ewa nwwwn'epafup AmRwrr wDW,, 5 -fi.en- ITLEEDAp 6 All —AWSCWz- T Mmuf owmd mJ mom W finishing 15- ,d m include Uor b- mebmlmnl more,, M mp met 1 PobIbUd Q-liry Merogmlrnl SyMn Y. Mnuil aldilafpualiry sysl®ad Pknl Pmansv by Thod ImNAgexy 10 Amu +udirof powJnmm feJsh+yxrm hY Thud Pvry A ICY fPCO B MA.IrACTntERSCFRTIFlCA—IS: I PCI d000 5 —11. Cm;ronm Imo rCl for erigiMl eNuyn mmuOCWms (OEMs m nilmc norms an tutor I— n, l m 3 Cry el Los A,Beks CA Apr -,1 F+bnumr Tylx I-1 3 Cbk C—.,. NV AP—. Fabm— coed 4 Cily of Huudou T Apmvd Eablkiur Smmbod Swl dal Swc Imlbrd Perak. s Miami Dwk Cho dory Cetir'ule of G,mpnmry ter Srrmmoul Snsl Mrwellromm Psahe: md.lamMlkr. 6 Smm er UM Appfey aµrEarbaersw.m redraw tis.Lw sae T Ciry oVAivene}. CA Apmvd Fabrlmmr Type 1-1 -ap xAyrdr,rcR,xP1xAERANry A SFelbmm Mvea lOyem limimdtummy nn aml fnmerrcmbmv R SMMmm Mura l0.yee limimJ wumly en piol syslee PART3 - PROIl ?bI SHELTER SI STEM AND MATERIALS A MANUPARORFRS: I Acapvble Mmuf : Polipo a Pmdm of PorbCmn 430 N 13mb Holmod W a DI0.199.1%3: Ealuib m� .rol'm Miradc Playmmd - Sala 11-T335 or�mineleTmygmund.mm 3 Theily duBM I* proeuaa ad Fnb6d ara rxiliry ol,enmd+rd dircmly suPcrvissd by Its slmpliv wb Aes a minlmr- of In yvn in Ue bmi,ns m+kinF rlcmmufrmurctl elebm R SUBS-1-LiMiTATIOS: Subwilmiom must tr ,ppmud a mmimmn of kn (Inn days bcfom bid AR rymovd nuwfazlmn fill M ro6fM in r bet Its tid ers atl sM1a-- rot M JbwM b bid m; Um wrilb ro1i fmuom s tun olrmw l'mcd tints Swiss 1 d QUAl— AgSURANCCE 1 of 3 Ali— mmpl'Im tutu pins m a i—d pidl ,yam m FdHEook Po0.5000 bled d—Smioo ] I C S FlH.— a star, m®Far ammmiK rnPe:ra,we m r�rimuan wio rm M ro.mlmbk eMessisc Ym ommGnlydsexpdeve in the rMMm-vmun irlArwy C PRODIIR REUUIREMENTSAND MATERIALS: GE— Thc pm — "rind pa-Udl M p dl unlm oavai¢ ed pmfebriaebl Mii ,vill ierlutle m norm mmsuy m Geld pad lye sMM. k hhmwill Th sM1elmr tlWl M sNppd kld m minw've Fula h rya b a midmm hyby prcmmlr6rmeM a1s�fArdm weWkg is our osmmy 3 RE3NEORCED CONCRETE: dull true mminm?BAycommsivemrngU of3Dro psi and w ilum oYu-(rf-I'I mins dhmviw romdrnOrAmivp b Rciofomm¢nMIIMASTM A615.grade fi0 3 STEEL COLUMh14: feraA aeues xl rAxl sir iamrASTM.a196,pmep R.ba— �UmAI�e.N'Wlh° b Unbs column, arc dirvtbiniedeolmmslwlbe mrd-rctl eimmhm crnnem raunamim will a wnimm of Yox arcMr etas IP tun QII1A nquimm�l193E TSs1aNl1 d STRUCNRAL FRAMING: Halbw Swquml—I tuts minimum ASTM500 gndcB "C Mt d chp wlumns. stops nnch still rot M ammmd w priory bsem< prat yna, e will id STANDARD POL-SWO Cebr—I, fipm mamfnmrleYa —A tutu,— TBD. 5 COMPRE%ION MEMBERS m efm,ann.l ehmvwl or weLIW plde minimum wThl A3fi or pennon orbs or+wmrml dml tube minirmm ASTM A- grdr 3 shall we+ro only M os� 6 CONNECTION REVUIREMENII: A 11W. me0M A—FISH1-10-kaa--rcromd b Slmnad theme shill Mircp-dASTM ANI hmb nor W. Al. No—,pU nun c All ml 11on 11dil be lildhn wiUb rmrnilq mnnbm wbvcvv pwmlc. d bM1aa weMgtn/Frraowdm,alFrMRM,. e ww.We+IdlM6narbam roairoemietme;ea r All npoud f-mrcn dW-Mpimcd by moor( mbrm mpmwUm inky rNme mmarmbn m mBdimbk g Mavufslmv dull p—extraawmmd coming tsM-w T. FIN-sT3Es: , STANDARD I'OLISWO iLNLSH: II stml Jon M dmlea plmrtamd .d flndxe n. fv:1iN ammo and dimly supenaea by Ue mevummmn. 31Sux3 Jell MJro1 bkstd m BSPCSPIO nm-Mile bled- deening aye-SP3 had wl ekmdog ,vBl rot M m +cmpubk dbmwx. 31 P,rts,Mll be PlumW in a 3 wp mm rMsrble mmod weber. roaY In—pw3rmnl aldl M ap-id to Pals Ibrmlerimemmsim sl Tap cm ofSupv Dmbk TC,iC pvtivmm sMll M gmlid my Uc bl Flnid dmll rot hncmy VOC enieione T)smplr prvUrmim Iwwsyill M,a bed mdd and tutu. tie reupwem ansd Nmay rexklmm IV A— B - III A— O 1os1 m 5.000 Foos w;D mmem d— m;M-be ad hung ar to 63 Hrmrii,,, D22—C m 3A00 Mm aim ro Im of +rguxionmbliebing cl COImNV miamm P°ASTM GI56d m ]A00 Mora mmsnrc, eboo ryrly wilhmWm ofmchJE�TSA mbrlemolim.ml mwnuml l0 E swrvOp C� for®la Ibefwe and aner 2000 M1om, 8)TFe mamfllermvlslull M Pm d000 S Cmlfid AaTar� Rmrmeaw Faeri Jila Aw,arwmdm -0) CobrdullMPSTpb- 301 INSTALLERS STORAGE AND HAl—IG A Plamcd Flr .g Prdlen alb erriwl u emiadon fiom wedw, auolipht ob damage A -,wows wad van 1nP� xitermN Dlrn torn m rlhm a rativss ale D m +rtirwsld bat dnnwilra.YYrFrpwfm. C l—, tutu M Imnand will m ,rw en,ps ar rld bM it IDddS will il— Um er chin m ebb m 11e Flu btu pores will lot be mTmd sW 31 DRELTON A HD^n NThD1s TM —doll Mpmmdmr —I- by Porm,c IP will martdilr by oOu+,D gnappmvdbytle Eng—fRmrd;dabfed'm Semen 13D FOUNDAl1ON Ol— D NETALLA113N: C CR,NpRAk EVKyRAd`}U[ IaM swill dnvmkkm MmmdbdeeMUevmmcnOrecmeo¢/s ,gem Comb emipa true ekmeN or OOer rl ImU 64 nwimmnn Jrm v<rol mnMid by PMipo TOLERANCES: Takrmmw m and Jnummil nwmbmx msmmrUrlg m ALSCmrvwmon id in b 6vorY, wdaowl M imeanL Ne fNJ vbuiogmopning efM1oks will M allowd. M k Ovefonmeuial tlmmmxmmmnmrmA Ore blmrom gweifmtl w Ole inemBdion ISawmp formmorbMl or rokrmn I,ymw L' UOIA[OAOLLLAt'T HA Caml®cc m SmN Emviov Svv1 atl?9CRF I9?6 SuhPm 0.Sb1 Stamen 303 WMevemn ury fwMreunpv aikme finxmmdng Polipn 101 FIELD OR SITE QDALTIY CONTROL A FIeM or Site Ton rd-mpcfmm rrc rot rt4noed by Polipn btu mry M upuvn byarc msbmamby ern 1—, bui1d:M mmvmr. BBC -124]M :4 iled YkvfaxM alLL(I�v rlO mdmbg E Cme:.1 Mmn 'krl'P Tr01.\kMtn A'kU"MUCt% .morn: Amcnnm Fmme.aawamhmn'rnec.mm 5 MMPrBF]1VICF_i-S bmmibk rnbge Plu-Mxjcuh a LIGir110-±v/±Om 2]6 FbR Yek PART I-CRNBL RA C fleigM1l: d'ar.F'a �MieiW ^n Phnr Bw.CE: ER:I Bkuwm l" A Flppak ' q?SMAM' D, Com: Bfk P CONTROLS Ekewul; Timm far Nmpllia. 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REVISIONS •mRan alr e[N Kn INDI0 BBMf� k099 EL 49S71 Mee +tua .+w. dne �arr.px a wsmrUbraCLl lrc rcfYl q awlaa r. w+eaw w. mod-Fwra, waww:d.� Iis,aAf 1�� ¢ D¢ H LIMev 11 n .wERR w _ •VENUE 51 F- sz lNYMI[ ]4 p 3 V�OE 56 A4Nf7i1 TPROJECT NORTH LOCATION e0A14N Ir11rngP� I'll ,f4 11 gC.i VICINITY MAP N.T. GRIFFIN RANCH -TRACT NO. 32879 COMMUNITY CLUBHOUSE LANDSCAPE PLANTING AND IRRIGATION PLANS �'VENUE54 T t ry i wY fit � � w � ^ n ✓� { + a - -- V, w. - i i o ��,.1 i PROJECT SITE a i ♦�+ nG LOCATION MAP N.T.S. NORTH • is ry p" WATER CONSERVATION CONCEPT STATEMENT — MEDIUM PLANT HYDROZONES: 5.234 SF NORTH_ HIGH PLANT HYDROZDNES: 450 SF _ WATER FEATURES: 130 SF TOTAL 148,238 SF PRO.IECTSRE: GRFFIN RANCIi F%14 CLUBHWSETRACT:32Bi9 X2ESf@AATED ANNUALAPFlJEO WATER USE tiV HYOROZONE % 61RRKATIDNDE51GNPINJ PROJECTLOCATp..CORNMOFMERVGREFMWAYANDGECRETARLATDRUOUWA,CA ZrFGRASSITYDROZONES:Q 100 CUBIC FEFTPERYEAR LANOSCAPEARCHITECT: NSRE LANDSCAPE ARCJIRECTURE,NC. R ATTML TIIRF CAM I :vy}�1 cum PER YEAR % 6. GRADING GESTCdJ PLAN LON'�ANt11NY�iF$t�I.f 1�E1W i✓�S`kp1 YEN[ B UDEDINTHISPR ECTSLA—&PACKAGEARE: AEigM11PU1gTT S>? sp. CiAIC TEETIrpI YLAA Xi. S0ILCFEM19G4LAWLLYI6(TO BE f+REPARE0 BY CONTRACTOR PETi SPECF1CAl1pN51 %1.MAXIMUMANNUALPPPLFD WATER ALLOWANCE HIRIRAHilIYDIEX^ 3�ia 1W W0II;.F$Tf+ESt1;M WkTHt FEATI,Ii�Sc�1 P£fTfn:AI YEAR DES0R0G1gN OF PROJECT: LON1€KTKeiLL iNAs .+trt: 100CtbC f�T PDRYEAR •RECI'�ATKla4L T1�1F.I:iA&S: 1pE,�T YgppI0 F[EP fEp TEiW. vlranlllwl A2iiU1L W%JEDWYTT3LµLDYfAT4L'E 81zYn 11q DIJBL FEETPERYEAR OTHER a 1 W CUBIC FEETP6EYEAR EBTIM4TE0 AM1UgLNWLE0WATER USE:40 t00 CUBIC FEETPERYFAR PRrAW 0I AS$ACE HOA RECREATMNOLM AI&I.9PFVRf0;p gMETl1ES INCL1.OMG X 3.EATAW J<MANWA TRM CTLPM PK2�CMAT5.ODOF4 A20%EJ11gM+lTUffARW.AAL?WAN0 DESERTAPPROPRNTE LAB % 4. LANDSCAPE DESIGN PUN DATE04O1-13 fiiFPARC-DBY:I&1OTHYJACN.EWSp,JR,UlJAg45A7 BAA (� �ARIN TER mra rs�mrb emc w mN iraEN ra N oSOSY 1IX (w.p pzu mLrxue�11 yluu) E SouM I REVISIONS I wnlv�m B�NeGH NoloIBM tag IELEV 49971 PROJECT INFORMATION OWNER'S REPRESENTgTNE DepLx AtlNsors, LLC P.O. B 2016 Car6;bad, CaBbnrb�018 Con1eG Smtt Nl� (619) 81835% �� AgpiTECT: LeakpD ArcMltlae,Irc. 3 I)W GDaeaA•1TIL 9e 10Td03 SaG�D - irA -v* (619) TnAW 9�1 1619)795-]fiO3 CM ENGINEER: MSA Cm —q 342p6 gob Hope DHve ft— Mtrage, CA a., LonNcl -Bruce Ka (]WI320 J811 1 Ar4rY1Pa¢pNur28]�igi8 z Lg1fLp1AWd DIe3T8 IE;'stgr Ioal r+brae�4�rc..0 4- E%�IMp2AAE>Q�lh[ILar a E!=4T4. MNaVlwglw 0a�m17.i11Pvd lDR L E»wq.m X. vYserheRpy 7. idlgrpTa AW illr•ep Efov B TpinT4:ArlpeTl lHp!•! 9. Tdd4ljgwtlwf�lrfawe 1D Tmtlp vq kwMgnem " 11. TLa6-w.,*gwp Yb✓!!Ml11 1z Nefrabrdpwiq gpl4+u/aAi 13 NLYCEiyY1Yq�ypegrpyyp},g fq ypwwdA�.Mr(prgyy 1S '. _rv�wd�y4wlgf•iww 16. GsresMljgdbgl�4¢ZI'd• 1T. L'1wuw4Y tlIWIGb+{pw.C�gei 1e r1wNdlavellTPr eanrpa SHEETINDEX &RrHRECT: TR —.ft AsaodaLes, Irk 1818FhIAv San Dra90 CA 921D1 Cnnlap-KOk MtlOiy (6191238-1134 MFGW�GLLIEL= urP4t.� Eaglg•sln .. wales 4_51e1� P.k Di✓r+r 611rlGii7'tlY (7.) 0wtl C11er. (78018341537 NGHTNG AND ELECTRICAL ENGINEER V6iml Concepts, LLC 7297 Ronson Raab, 6Ie. C San D", CA 92111 DentaG-KA yPeru (SSB) 278�1503 SHEET— SHEET 11-1 TO 1-29 LANDSCAPE PLANTNGIIRRIGATIONTRUESHEET LANDSCAPE PLANRNG PLANS SHEET L211) LANDSCAPE PIANTNG LEGEND SHEET L 2-11 SHEET L2-12 TO 1-2-14 LANOSGPE PLANTING DUALS LANDSCAPE PLANTING SPECiTCAT GmS SHEET L3-1 TO L3 SHEET L-0 LANDSCAPE IRRIGATION PUNS LANDSCAPE 0iRIGATI0N LEGENDT DETAILS SHEET — TO L 13 SHEET L3-14 TO L3-16 LANDSCAPE IRRIGATION DUALS LANDSCAPE IRRIAT om SPECIFICATIONS AT tref.y..+� 1m-�d.a� ennnr �STR. eT4•a ..e°�"�n _ .._ v++�i•x•�+ •nrr CITY OF LA OUINTA, CALIFORNIA s291 I RANCH COMMUNITY CLUBHOUSE - TRACT NO. 32879 a LANDSCAPE PLANTING/ IRRIGATION TIRE SHEET 9,5 + I— sEc + a E- &" SHEETS Sr \ ti `� PROPC3TVLdL �, "c%iS'iiM3i TD �{iLWI T f � � /T � " SFAf•;REp J( Vj 1(l i # !. m aAR }G1t 'ifs"�f BASIC Da REARINf. rs ,K dSrtxLr u as M[ Srulxg5l �SrimOry xv cP1P wd u. x aroJ]e x '(m, G m K utNp �v Z RIGHT-0E-WAY LINE EXISTING LANDSCAPE SECRETARIAT DR. AREA TO REMAIN EXISTING pECOMPOSED GRAN11`E TMam HYRAtIL VTEit"I`EASEMENT �r •_ O• O O'® IRS '1 ..tfil' -----.'. ....... �I----------- fllif is Ili t'fItI lt�4ff - f IIIE..IIfEI"TILL lIIl Ilf9 tiglil1111[lulNlltlily.. " y s�l�llllll�� F� � 1 e �I I ■ � �T ,i�� ♦ to lT • �IN��I,' J fir •'• IA.COMUN CLUB USE I yi1� r Ir>.`k ,+ 'a'�•#xi•�•f0'k!1 � Irs��+ .2nil,. �1�ti^{�`. �� I` I Fvw'm M ! m m m = Tim ift MATCHLINE - SEE SHEET L 2-2 r_W NORTH SCALE: 1"=10 wOT^K btS" �P�atr Y e .,. ♦ y r� T .......... .i , G L, w`i ��^T� 454T J GRIFFIN RAP D4A,3/o] 'RTJ drz PLANTING NOTES ,. THESE FiANS vYEfiE pp;PARFm L6MiTF�LUNVEY •SKl�NUTgN nR4 IOED Bs RIBA COi�ULTIq, NG Ti QQNYRAu`o THE RESEKNscc FMw Tic THE Apl`D4 D OF iaRvo LOIN♦ "TIE VA AND UL.. CWIDTTIOHFPRX' TOILAOCRIN6 MATEALN.S AND YETWEES HEft IF AH FRITE Dt°CRF.PA1J0�5 CONTRACTOR OR PWgt N,C'Y THE CO+LD_]" T„E CON E-SENT IM TONOTIT THE AYNEIT5 AORIFRA MATNETOW'Nt nrAE C,LJNON AGRfl_ABLB TO Tr¢ OWNER 1F T14'. CONOµCTDRH TICFALB RD HNT.Y :HE pMllAS•RERIIESENTATNET' DW[71BNlDJr$PRIpRmBEaswMhYfYIOt. THE ACOMON44 LAD AND MkTERIxn FOfl AMI' A W IQD W y IACpA AND AHiiAMLL Ab DIKGTB'D AY r OWNIR'3RYIATHE TpAE'AGYE BECH GkyR_PAMpf6A4110 AppI11pNAL CV KT Tp TIB: Z THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATKIN OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY NARK ALL UTNTIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THRO WHOUT CONSTRUCTION. THE CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER D THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR REPLACING ANY EQUPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OU DE THE PROJECT UMIT OF WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDUITAND IRRIGATION SLEEVING WITH OTHER CONSTRUCTION TRADE CONTRACTORS. 5, FOR EXISTING TREES TO REMAIN, THE CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF TREES FROM STOCKPILING, MATERIAL STORAGE EQUIPMENT VEHICAEPARKING.DRNING CHEMCglS, RUNOFF EXCESS WATER OR ANY OTHER CIRCUMSTANCE THAT WOULD OJJUR OR MI THE TREE - THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE COURSE OF CONSTRUCTIOW ANY TREES THAT ARE DAMAGED OR KILLED SHALL BE REPLACED BY THE CONTRACTOR WITH A NEW TREE OF EQUAL SPECIES AND SIZE, B. THE PLANTING PLAN IS OIAGRAMNIATK:. ALL PLANT QUANTITIES AND SQUARE FOOTAGES ARE APPROXIMATE AND PRE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDMNS AND SHALL PROVIDE THE NECESSAY PLANTS TO FULFILL THE INTENT OF THE PLANS. T, CONTRACTORSHALLOBTANAHORTIWLNRAL SOILS TESTAND RECOMMENDATKJNS BASED ON THE EXISTING SITE SOILS ANO THE PROPOSED FIANT LIST. CONTRACTOR SHALLFOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT. B, PRIOR TO DIGGING HOLES. CONTRACTOR SHALL LOCATE AND SET OUT ALL PLANT MATERIAL IN BOXESI CONTAINERS PER PLAN FOR LANDSCAPE ARCHITECT REVIEW PRIOR TO PLANTING CONTRACTOR SHALL ADJUST PLANT LOCAMNS IF+IEEDED, AS DIRECTED BY IANDSCAPE ARCHTECTANMR OWNER PRIOR TO INSTALLATKIN. S. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN S OF HARDSCAPE. 10- GONTRACTORSHALLPROVIDEATLAYEROF TRLMSTONP O.G. DISTRIBUTED BY TRPSTAE MATERIALS FOR ALL NEW PLANTING AREAS EXCEPT WHERE NOTED 11- RE FERTOSPEC6TCATIONSFORADOTIONAL REQUIREMENTS CVWD NOTE TREES PLANTS WALLS SIDEWALKSAND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED -INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-0O -WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD_ _ MATCHLINE - SEE SHEET L.2-1 -- PLANTING NOTES 4 it Fi r TrREBE/Y.lVB W(Rp t91EPMEC USING THE SIAlVET GRIM !!70' q� coo Z.JULJ F L W. ToR 6RBgPDlOSiBLE FOaL vF.R�' M8A'i'N,E 1X[ i FCCUM-Vm T*�PiAllJ Q5WPF11EP TD gGTWILEiD W%TER 'y+ _ I-3 i rn -+-••. _ BECMK�yO WC}RK i3aER£�RE DrtlC49r4NC�S BEIW[$u IHE PLAIrB ApLDP[lO CQRprpNS EHE 4 �•• �� -'l '�li ii�. �',Yn`- ,� \e, �'�"� I I •� WATCR LYp1Ti[ACE495N414DTT. 'f friE W/K'RS I a F 7i]RE REPRE9pR,ATNE ID 1POkI pUTA SYUTIDN T:� / .� �� \ -..-y, -�r R�..�.� �i ' MREFMLE TO TFE p1m$A I!•TFB=CdiSAACfDM1 FAi9 I I S m .4' !! � ' � � it fO M01KY TrICO,N�R$RiWIESENlATN[4F ilIE - / ' YY.A p `___, �' '('' DRiCTIeRiNGiEB PNgk T06E3WWD YadRK, iIE '' T ` "T='= 1 T \. E ADOtf1dWLtADOR AHD RNTEA9 MLCikb Bl - _ `.� G"�—D • { TSCIIMRq 9fE AT = "S RC�'ATN'£TCi1ESULVE R14M ay WNO A4pTLTYV. W9T TO T1� 1 • ♦ `}� {-- -- 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING 11 } �. THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING * - • d MATERIALS AND BEGINNING WORK THE CONTRACTOR -- SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE -- w 2 �/4 - --- RESPONSIBLE FOR PRESERVING ALL UTILITIES w E.i E-J -- THROUGHOUT ONSTRUCTION, THE CONTRACTOR q'� [� y,J _ SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR NO ti �] n --L__�1 ,}(f7Aj�1�'�y DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER. i `l !1 .! THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING ORREPLACINGANY EOUIIPMENTAND ' ��JLL�� MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OROUTSIDE IHE PROJECT LIMIT OF WORK Rf THE CONTRACTOR IS .�FOR BO�Wl04Y1TWp AND VERIFYING ALL CGHDUR'+ViD AiR15NTiLW yi,EEVWLS WITH OTHER CONSTRIIGI'!p?I TRADE C9NTAAO'[DR;, T F J • ' 5. FOR EXISTING TREES TO REMAIN, THE CONTRACTOR I L,.l • ' • T `j SHALL PROTECT THETREES AND DRIPLINE AREA OF k O TRE{¢FIIDM 9T6GfRBlR. METF111LL STORAGE, y-XX 7' • • - - • e • - 1 • -__ 0 - N RUNEFF. cTeCY14 WAIIRARiTA:,9..CHEMICALS, CIRCUMSTANCE THAT WOULD INJUR OR KILL THE TREE. THE NTRACTOR SHALL BE RESPONSIBLE FOR may. • + • _ DAMAGED OR 1-1 F —TERING THETR DURING DURG THE COURSE OF =+ p , • . • : • • . . W KILLED SHALL E REPLACED BY THN. ANY TREESTE AIE CONTRACTOR WITH • T Y:1 S A NEW TREE OF EQUAL SPECIES AND SIZE, I �V L G THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT • • . • u • .' • 1 Ir -~ UJ QUANTRIES AND SQUARE FOOTAGES ARE APPROXIMATE UU AND ARE PROVIDED FOR CONVENIENCE THE �A C ! EN CONTRACTOR SHALL B E RESPONSIBLE FOR VERIFYING /� O 5 L • • • - • • • I �I COMMUNITY --I FIELD CONDITIONS AND SHALL PROVIDE THE NECESSAV I r=*, 4J • • • • ` CLUBHOUSE BUILDING f �V t--/ W PLANTS TO FULFILL THE INTENT OF THE PLANS. Li ' • • • • �� {�, I tj; _ Z T= CONTRACTOR SHALL OBTAIN A HORTICULTURALSOILS • _ - • 6, •. • �.y.,-/j*- J TESTAND RECOMMENDATIONS BASED ON THE EXISTING spa "--6 CITE SOILS ANO THE PROPOSED PLANT LIST- r 5+� I !* • r • = CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS 'Vw,i�j • RECREATIONAL • It --T F OF THE SOILS REPORT. n 8 • • • TYIRF • • • 1 • ! h.�� Q B. A D SEOOIGGINGHOLES CONTRACTOR LOCATE I i • • • • - • • e • _ ANDSETOUT PER PLAN FOR I-AIALINBEARC I[ 1 4 4 1 REVIEW EIOR TO PLAN ING LCONTRACTORLHITECT ALL REVIEW PRIOR TO PLANTING, CONTRACTOR SHALL : : i - r LANDADJUSTPLANTLOCATIONS IF -NEEDED, ERPRIOR TO BY • _ IN LLAPE ARCHITECT AND/OR OWNER PRIOR TO + • • . . + • 1 -r * .'. I INSTTBATKIN- 9. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES I/''.�l}'��p�. • . • • _ F__i '__JL�_L_-,L- WITHIN S'OF HARDSCAPE. 4 STABILIZED V '. 3 • • • • '-I ___ -y 10= CONTRACTOR SHALL PROVIDE A 7 I -AVER OF I 'BRIMSTONE' D.G. DISTRIBUTED BY TRISTAE MATERIALS r - D,G. TRAIL Mi • _ • • = - ` • • - t- , --1 ! - FOR ALL NEW PLANTING AREAS EKCET WHERE NOTED. 'v pyFr-- 'I�; �- !q ! 11. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. BASIS_ oo eFARNr, is 1xE EA: l- N aE+x csr '/� off cD.D ,MEN A:.. 11 i e��uu:oxEl�, nu�f° °EP c�xs n s MATCHLINE - SEE SHEET L 2-3 ✓"'Aq NORTH SCALE: I-•1P ' "'-'•, - .rrArn,•a, .•v.rrT.r•a•e ,s .v r a.A A• .n,aE+� O,. Or LA DUNTA CITY INDIO BM p99 ELEV. 499]t T. 4547 r�r Fsis,nEII�,gI�'.x _ GRIFFIN RANCH C aos Ix,wv c 1 Re n.DTx. E a.aursr .m_ —� eo cnlaaw•rleaes�iru3 ew. "'G4 Da/15/13 TJ d' wre ran CVWD NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED, OR BUILT IN CV WD AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD 1I V . i i BASIS aBASIB BEARINRF ■ V('y w coTo nxEx As; x � Tv' •T(wn d rn roM rnM� E m I�mxs 1/4lnrn MATCHLINE - SEE SHEET L.2-2 • a r 4 LL' SECRETARIAT DR. 'W Z o• s 10' za• GB s NORTH SCALE 1 10' INDIO BM 099 ELEV 499 71 xxetA - au xI W to C TI A4 PxR >. �n n xExEnxK1• S A we M xa �^ 454] _� GRIFFIN RANGY Imo: K M46T. PWI.i< tlTlC Y4iA 4xx� nx4lxr I .ucxin9� .R ••�TJ �• BD�KI Nrt D4JE5{!} °f PLANTING NOTES 1. THESEPLANS WERE PREPARED USINGTHE SURVEY INFORMATION PROVIDED BY MBA CONSULTING, INC THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERWLS AND BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S REPRESENTAME OF THE DISCREPANCIES PRIOR TO BEGINMG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNERS REPRESENTATIVE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCPTION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL LTTUTIFS AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUTCONSTRUCTION. TNELONTIHACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILRIES AT NO ADDITIONAL COST TO OWNER, 0. THE CONTRACTOR SHALL SE RESPONSIBLE FOR REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. 4. THE CONTRACTOR IS RESPONSI0B_ FOR COORDINATING AVID VERIMNG ALL CONDUIT AND IRRIGATION SLEEVING WITH OTHER CONSTRUCTION TRADE CONTRACTORS. S. FOREXISTNG TILEESTORE-W,THECONTRACTOR SHALL PROTECT THE TREES AM ORIPUNE-EA OF TREES FROM STOCKPILING. MATERIAL STORAGE, EQUIPMENT, VEHICLE PARKING, DRIVRJG. CHEMICALS, RUNOFF, EXCESS WATER OR ANY OTHER CIRCUMSTANCE THAT WOULD INJUR OR KILL THE TREE THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE COURSE OF CONSTRUCTION ANY TREES THATARE DAMAGED OR KILLED SHALL BE REPLACED BY THE CONTRACTOR WITH A NEW TREE OF EQUAL SPECIES AND SIM- 6. THE PLANTING PLAN IS DMGRAMMATIC. ALL PLANT QUANTITIES AND SQUARE FOOTAGES ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIMNG FIELD CONDITIONS AND SHALL PROVIDE THE NECESSAY PLANTS TO FULFILL THE INTENT DF THE PLANS. T. CONTRACTOR SHALL OBTAIN A HORTICULTURAL SOILS TEST AND RECOMMENDATIONS BASED ON THE EOSTING SITE SOILS AND THE PROPOSED PLANT LIST. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT, R PRIORTODIGGINGHOLES,CONTRACTORSHALL LOCATE AND SET OUT ALLPLANT MATERI IN BOXM CONTAINERS PER PLAN FOR LANDSCAPE ARCHITECT REWEW PRIOR TO PLANTING, CONTRACTOR SHALL ADJUST PLANT LOCATIONS, IFMEEDEO, AS DIRECTED BY LANDSCAPEARCHITECTANOYOR OWNERPRIORTO INSTALLATION. I ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN S' OF HARDSCAPE. }B. CBIMSTONE7 WMLPRI ffiE BYTV TAE 'BRIMSTONE'PI- DISTRIBUTED BYTPT WERE NOTED. FOR ALL NEW PLANTING AREAS E%CEPT WHERE NOTED. 11 RE FERTOSPECIFICATIONSFORADDITIONAL REQUIREMENTS CVWD NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED. INSTALLED, OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT-0O i AY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWO r I 8 BASIS OF BEARING MATCHLINE - SEE SHEET L.2-7 MATCHLINE - SEE SHEET L.2-5 ---.-- 1�vim f ' MERV B SO '•. V GRIFFIN MJV •, •,. •MW CF WAY r WAY LRBdTi�i ' :.`4 � nti 1 4y�„� NORTHI T9547 _ wTJ m 04/15113 1 PLANTING NOTES 1. THESE PLANS WERE PREPARED IISIJG THE SURVEY INFORMATION RiOVIDEO BY MSq CONSULTING. MG TIE CONTRACTOR IB RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FELD CO BEGINNING INPRIOR TO ORDERING MATERULLS PND NRIG WORK. F THERE ARE DSCREPANCIES CONRREACAC NTHE PLANS ANT FELD CONDEIONS, THE NOTOR SHALL NOTIFY THE OWNERS REPRESENT— TO WORK ON HE CD SOLUTION AGREEABL THEO ERSREOMER IFTRIESEN ONRACTOR FAILS TO_ THE ONTIERS REPRESEN—, TH THE DI-RC."'T" PANGES PRIOR TO BEONNG WOOR AW CONTRACTOR LABOR AN. RESPONSIBLE FOR ANY ADONONAL LASOR AND MATERIALSTO AS SOCCLVE D BY THE OWNER'S S AT N0ENTATP/E TO RESOLVE SUCH D KCR EPANGES AT NO ADOR W NAL COST TO THE OWNER. 1 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOG N OF ALL ITES PRIOR TO ORDERING MATERIALSANDBEGINNINGWORK THECONMACTOR SHALL CLEARLY MARK ALL UTI. T S AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTRJTIES THROLIGNON CONSTRUCTION THE CONTRACTOR SHALLASSUME FULLRESPONSIBILITY FOR REPAPUNG DAMAGED UTILITIES AT NO ADDITIONAL COSTTOOWNER. J THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARNG OR REPLACING ANY EQUMMENTAND MATERIALS DAMAGED DURING CONSTFIMTKXN MfTHN OR OUTSIDE THE PROJECT -BIT OF WORK 9 THE CONTRACTOR IS RESPONSIBLE FOR COORONATBIG AND VERIFYING ALLCONDUIT AND IRRIGATION SLEENNG WNH OTHER CONSTRUCTKKJ TRADE CONTRACTORS. S. FOR IXISTING TREES TO REMAIN,TE CONTRACTDR SHALL PROTECT THE TREES AND DRMUNE AREA OF MECS FRDMSIR}DApBFJO, ILIATERlAl BTDRAGE. OMOMN, VEMX,IE PAR{WE.. DfiYIkACHEAINALS, WIAiOFE. EXCFPSWATER OR AHYQTIER THE SHALL WNi OR KILL THE TREE THE CONTRACTOR SHALL RE RESPONSIBLE FOR WATERING THE TREED W RING THE COURSE OF CONSTRUCTION ES THATAREDAMAGEp OR REFLA KILNED SHALL BE REPLACED BY AN CONTRACTOR WITH TR A NEW EE OF EQUAL SPECIEB ES AND SIZE. G THE RANTING PLAN M DIAGRAMMATIC; ALL PLANT QUANTITIES AND SQUARE FOOTAGES ARE APPROX[MATE AND ARE PROVD)ED FOR CONVENIENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIBE THE NECESSAY PLAINS TO FULFILL THE INTEN OF THE PLANS- ]. CONTRACTOR SHA ENDATIBN A HORTICULTURAL SOBS TESTANL RECOMMENDATIONS BASED LI THE EXISTING SITE 50 CTAND THE PROPOSED RAM LIST. CONTRACTOR SHALL FOLLOW TIE RECOMMENDATIONS OF TIE SOBS REPORT. B PRIOR TO DIGGING HOLES, CONTRACTOR SHALL LOCATE AIASET OUT ALLPLANT MATERIAL W BOXESI CONTAINERS PER RAN FOR LANDSGPE ARCH — REVIEW PRIOR TO PLANING. CONTRACTOR SHALL ADJUST RANT LOGIXTNS, IF -NEEDED AS DIRECTED BY IANDGCAPEARGHITECTANDK)R OWNERPEIORTO INSTALLATION. B ROOT BARRER SHALL BE INSTni i cn FOR ALL TREES WITHIN 5' OF HARDSGPE. 10 CONTRACTOR SHALL PROVIDE A T LAYER OF TRIMSTONF D.O. DISTRIBUTED BY T TAE MATERIALS FOq ALLNEW PLANTING AREAS EXCEPT WHERE NOTW. 11REFER TO SPECIFICATIONS FOR ADDITIONAL REQUMEMENS CV WD NOTE: TREES. PLANTS. WALLS. SIDEWAVS AND PERMANEN STRUCTURES OFANYKIND SHALL NOT BE PLANED, INSTALLED, OR BUILT IN CV WD AND USBR EASEMENTS OR RIOHT-0FYJAY WNHOUT MST OBTAINING AN ENCROACHMENT PERM FROM C\NJD I N BASIS 0� REARIND ¢ 1� MSTpxr M tx Tx RVHwbr n�tgra rmc w rmI TMn Ax x ozon xllwnITex a xoN m�� PM cros MATCHLINE - SEE SHEET L 2-d MATCHLINE - SEE SHEET L.2-6 (a. o' s m zo Bn NORTN !G4&!'�W I I PLANTING NOTES 1. THESEPLANS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY NSA CONSULTING.. NC THE CONTRACTOR IS RESPONSIBLE FOR VERIFYNG THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDI IONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATNE TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER, IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S REPRESENTATIVE OF THE DISCREPANCIES PRIOR TO BEGNNG WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNER'S REPRESENTATNE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2 THE CONTRACTORISRESPOMSIBLEFORDETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUTCONSTRUCTION THECOM CTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER 0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTRIDE THE PROJECT LIMB OF WORK i FOR EXISTING TREES TO REMAIN, THE CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF TREES FROM STOCKPILING, MATERIAL STORAGE, ED PMENT, VEHICLE PARKING, DRIVING, CHEMICALS, RUNOFF, EXCESS WATER OR ANY OTHER CIRCUMSTANCE THAT WOULD INIUR OR KILL THE TREE THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE COURSE OF CONSTRUCTION ANYTREESTHATAREDAMAGEDOR KILLED SHALL BE REPLACED BY THE CONTRACTOR WITH A NEW TREE OF EQUAL SPECIES AND SQ 6 THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT QUANTITIES AND SQUARE FOOTAGES ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIDE THE NECESSAY PLANTS TO FULFILL THE INTENT OF THE PLANS. T. CONTRACTOR SHALL OBTAIN A HORTICULTURAL SOILS TEST AND RECOMMENDATIONS BASED ON THE EXISTING SITE SOILS AND THE PROPOSED PLANT LIST - CO CTOR SHALL FOLLOW THE RECOMMENDATIONS OF WE SOILS REPORT. B PRIOR TO DIGGING HOLES, CONTRACTOR SHALL LOCATE AND SET OUT ALL PLANT MATERIAL N BOXESI CONTAINERS PEP PLAN FOR LANDSCAPE ARCHITECT REVIEW PRIOR TO PLANTING. CONTRACTOR SHALL ADJUST PLANT LOCATIONS, IFJ EEDED.AS DIRECTED BY LANDSCAPEARCMTECTAND/OR OWNERPRIDRTO INSTALLATION. I. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN S' OF HARDSCAPE, 10, CONTRACTOR SHALL PROWDEA2"LAYER OF "BRIMSTONE' D.G. DISTRIBUTED BY TRISTAE MATERIALS FOR ALL NEW PLANTING AREAS EXCEPT WHERE NOTED. 11. RE FERTOSPECIFICATIONSFORADDRIONAL REGUHREMENTS. CVWD NOTE: TREES, PIANTS, WALLS, SIDEWALKSAND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED. INSTALLED. OR BUILT N CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CV WD. n�« Jx - r •.S. `r .T r LuUJ I T I - z GOLF CART - U PARKING + F B7 y P �f .RECREATIONAL 1 BASISBASIS O�RINO n 1xL Ms[nr x ar Tx[ ns1 rsn xa rn com Tutw in. x oral x x �x o exsuuiox[Ve�w�iUu�, xF � P s MATCHLINE - SEE SHEET L.2-5 SECRETARIAT DR. -�" , c S Iq yD- - A —ice NORTH SCALE' I'. 10 aow L^i Z v � EXISTING LANDSCAPE ' AREA TO REMAIN 'OF WAY EXISTING DECOMPOSED _ GRANITE TRAIL TO REMAIN NEASEMENT - ■! 1 PLANTING NOTES 1 THESE PUNS WERE PREP) FED UBMO ME BLMrF_Y INFORMATION PRbM#y �Y IESAfyNC�1M0.MC. THE CONTRACTOR iB RESPDNgryI.E Rbi VEA hIN(I hHT ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONONIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORN. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATNE TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S REPRESENTATNE OF THE DISCREPANCIES PRIOR TO BC.INNG WORK, THE CONFRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNER'S REPRESENTATIVE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2. T E CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONEIBILFTY FOR REPAIRING DAMAGED UTILITIES AT NO ADDTIONAL COST TO OWNER. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR NG OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK THE CONTRACTOR IS AND VERIFYING ALL CONDUR ANp Ww.{MJrydi{{HNG. WITH OTHER CONSTRUCTION TRADE CDNIRACTORS: S, FOR EXISTING TREES TO REMAIN, THE CONTRACTOR SHALL OCTOMSTREES NµLINE RAAREA OF EOW100-VDIIC E PARq!OHEMAS. RUND .D Wf,TER CR AAM OTHE}I CIRCUMSTANCE THAT WOULD INJUR OR KILL THE TREE THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING — TREES DURING THE COURSE OF CONSTRUCTION ANY TREES THAT ARE DAMAGED OR KILLED SHALL BE REPLACED BY THE CONTRACTOR WITH A NEW TREE OF EQUAL SPECIES AND SIZE. 6, THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT QUANTITIES AND SQUARE FOOTAOES ARE APPROX—TE AND ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIDE THE NECESSAY PLANTS TO FULFILL THE INTENT OF THE PLANS. T: CONTRACTOR SHALL OBTAIN A HORTICULTURALSOILS TEST AND RECOMMENDATIONS BASED ON THE EXISTING SITE SOILS AND THE PROPOSED PUNT LIST. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT. B. PRIOR TO DIGGING HOLES, CONTRACTOR SHALL LOCATE AND SET OUT ALL PLANT MATERIAL IN BOXESI CONTAINERS PER PLAN FOR LANDSCAPEARCHFFECT REVIEW PRIOR TO PUNTING. —RACTOR SHALL ADJUST PUWT LOCATIONS, IFNEEDEO, AS DIRECTED BY UNDSGAPE ARCHRECTANDIOR OWNER PRKJR TO INSTALLATION. 9. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN S OF HRDSCAPE. 10. CONTRACTORSHALL PROVIDEAZUYEROF 'BRIMSTONE-D_G.DISTRIBUTEDBYTRI TAEMATERIALS FOR ALL NEW PUNTING AREAS EXCEPT WHERE NOTED 11, REFER TO SPECIMATIONS FOR ADDITIONAL REQUIREMENTS, CMD NOTE: TREES, PUNTS.. WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PUNTED. INSTALLED, OR BUILT IN CV WD AND USSR EASEMENTS OR RIGHT-0E-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. eases of eEaRINr. MA.TCHLINE - SEE SHEET L.1-8 .4e w com ,..rx Ac . mwiN� m'u io�e u,Un "• m.s no,B -. QGJI Q a [p i (0 �!\. MATCHLINE - SEE SHEET L 2-4 LOT 40 \ \ .I c s' 1a• Br BLr NORTH SU;E,`•,B' v[Q +a ewe- Y/KANM a• y"* T• "' W LA *WA - L4547•, CIT ,�,xrr ,�, � • TJ a— IiKIFhIN KANUI a'TJ Bi PLANTING NOTES ,. TF�${R/4y$WE31£PREPAREO MaxiTH€WHEY cawmaATK1N m RESP OGV AF FOR VERA 04 DIG TKE GONTRACPIXTLrHIBft A6W FOR VL?,i`I4iO TPE AyGYRA4' Cl Tlgi Mh900,A>'FF$D TO ACTWLFFiq cONrRTONe uIQOR ro oRDERINa 4AArcRLALB AND ft"1 Eq THE R,L 6AND AREA mxro N T'w BERYECN 11£aAND AND FIEL9 CQRaNr1DxB iFE DONIR4CTQR IMETO VVQ ft 1,$OWI�- I R51PR['JE� O T TO —VA. p,1-a cam pN ACiR[s.r a 40 THF+PNIIER. i THE CONECIF TH TAILS TOI,OfXY :1E QWMFS PEPRl:nZYTATFfEOF THE � PILL BE RES QANSI E FOR THE OLWTMCTQR SHALL INi PBSRo1eQRP � AM/ AQOFTpFMu, UIBOR AIPo NAIERMlSAS OtltECTED AA' TI{ UY, AWC RE T MCP ACWTTFB 4. RNS TO 9 OWNER, AMCf-B AT el0 AppR10NAL DD44 TO THE OWNER. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILIZES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTIUTIES THROUGHOUTCONSTRUCTION THE CONTRACTOR SHALLASSUME FULL RESPONSIBBITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER 1 THE CONTRACTORSHALLBERESPORSIBLEFOR REPAIR NG OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDOR AND IRRIGATION SLEEWNG WITH OTHER CONSTRUCTION TRADE CONTRACTORS 5 FOREJDSTINGTREESTOREMAIN.—CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF TREES FROM STOCKPILING, MATERIALSTORAGE, EQUIPMENT. VEHICLE PARKING.. ORWING. CHEMICALS. RUNOFF, EXCESS WATER OR ANY OTHER CIRCUMSTANCE THAT WOULD INJUR OR KILL THE TREE - THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE COURSE OF CONSTRUCTION. ANY TREES THAT ARE DAMAGED OR KILLED SHALL BE REPLACED BY THE CONTRACTOR WITH A NEW TREE OF EQUAL SPECIES AND SITE 6 THE PLANTING RAN IS DIAGRAMMATIC. ALL PLANT QUANTITIES ANO SQUARE FOOTAGES ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE THE COMRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIDE THE NECESSAY PLANTS TO FULFILL THE INTENT OF THE PLANS. T CONTRACTOR SHALL OBTAIN A HORTICULTURAL SOILS TESTAND RECOMMENDATKNIS BASED ON THE EXISTING SITE SOILS AND THE PROPOSED PLANT LIST. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT. S PR IORTODIGGINGHOLES,CONTRACTORSHALLLOCATE AND SET OUT ALL PLANT MATERIAL IN BOXESI CONTAINERS PER PLAN FOR LANDSCAPE ARCHITECT REVIEW PRIOR TO PLANTING CONTRACTOR SHALL ADJUST PLANT LOCATIONS, IF44EEOEO, AS DIRECTED BY LANDSCAPE ARCIITECTANDIOR OWNERPRIOR TO INSTALLATION. B ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES W ITHIN S OF HARDSCAPE. 10 . CONTRACTOR SHALL PRONOE A 2-LAYER OF TBRI MSTONE' D.G DISTRIBUTED BY TRISTAE MATERIALS FOR ALL NEW PLANING AREAS EXCEPT WHERE NOTED. 11 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS CVWD NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PUNTED. INSTALLED, OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-0F_WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. BABIS OFF BEARIN�f.P e �w�afE 16EK �SB�.ren5 6f� rtllfaR �59nDr6 xmc b mTo nxd Ax x pvY u M e uTup. MATCHLINE - SEE SHEET L.2-7 r � r "r' r 00 r � r r r Y EASEMENT +n ,� 1r n f RIGHT OF WAYe l 1•. �h� �, 11 -,.,ING LANDSCAPE p, AREA TO REMAN �6. EXISTING DECOMPOSED ONAbVE TAIL TO REMAIN 11� 1 � A 1 . . . . . . . . . . . . t ` 1 1� - +RECRAT7OMN . . - . . . . • . + MATCHLINE -SEE SHEET L.2-9 o' S 10' 20' sD : �`'I'r u• NORTH* SCAB: 1'.Itr a LA wweA CIT -ITT R 4547 TJ . GRIFFIN RANCI 04/15/1 ]w— PLANTING NOTES 1. T`ESEFU WEREPRRPAREDUW4*N&AAl'_ MFaIyAHpN PROVIDED IlY 1CA CQrt6tnTW..IeG 111E SONTMCTCkQ>s ELF TQR 4ERYYKI ri!E A[rUWA- UC TNB>`L: SOOMPAREO TO ACTUALF�O C4NptTIDF6>A1OR ip ORQERIND MAIfRW,$ANp BEGINNA, THE ` c, i AND F E` RE coo -t Y a tw BErWBEH THE PLANS µp Frxo ca+ORIaF� THE taNTRAI�aRslw.l. NDTIF'e,IEDYeIfflrs RSPREgENTATNE ro Wade art. amulgN isTFEAeLE Ta THE aWRER. � ra1E ca I*Racrmq rangy T7NOTIFI'TNEaWNLA9 RR ._sENrxTxE OF THE pLSCITZ'RANCES P(Bp11 tb DEGlw+p WOR1t T11E OLkTTOIACTOR BNN.L I)E RE9bWfxE FLONMT xCCTTIp/lAl VAJNR AND DATFi1NL5A6 Dw:C'fE0 BY THE OM/iERa R_...-�,.'kTNETD RF$OLVE $IICH OWNER. .S ATNq App{[1pNipOOgT TD T!7 OWNER. I THECONRiACTORISRESPONSIBLEFORDETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILRIES THROUGHOUTCOI.STRUCTION THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED U IMIES AT NO ADDITIONAL COST TO OWNER I THE CONTRACTORSHALLBERESPONSIBLEFOR REPARING OR REPLACING ANY EQUIPMENTAND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. C. THE CONTRACTOR S RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDUITAND IRRIGATION SLEEVING WITH OTHER CONSTRUCTION TRADE CONTRACTORS. 5 FOR EXISTING TREES TO REMAIN, THE CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF TREE$ TROA! 4TQDIPIsm. MA1ERLlL of GAGE, EDULPMF.M. VCHIClb' PARKvfG @FNb.Tn CHEMICALS, RUN4�'F. E]GE$S WATER ✓IW RAIN pTHER CIRCUMSTANCE THAT WOULD RIJUR OR KILL THE TREE THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE COURSE OF CONSTRUCTION. ANY TREES THATARE DAMAGED OR KILLED SHALL BE REPLACED BY THE CONTACTOR WITH A NEW TREE OF EQUAL SPECIES AND SWE 6 THE PLANTING PLAN IS DIAGRAMMATIC ALL PLANT QUANTITIES AND SQUARE FOOTAOES ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIDE THE NECESSAY PLANTS TO FULFIL THE INTENT OF THE PLANS. ONT T. CONTRACTOR SHALL OBTAINA NORTIMUUML SOILS TESTAND RECOMMENDATINJS BASED ON THE EXISTING SITE SOFS AND THE PROPOSED PLANTUST CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT. 9. PRIOR TO DIGGING HOLES, CONTACTOR SHALL LOCATE AND SET OUT ALL PLANT MATERIAL IN BORE& CONTAINERS PER PLAN FOR LANDSCAPE ARCHITECT REVIEW PRIOR TO PIANTING. CONTRACTOR SHALL ADJUST PLANT LOCATIONS, I EEDED, AS DIRECTED BY LANDSCAPE ARCHITECTANMR OWNERPRIORTO INSTAl1ATgN 9 ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN S' OF HARDSCAPE 10• CONTACTORSHALLPROVIDEA2'UYEROF 'BRIMSTONE- D.D. DISTRIBUTED BY TRISTAE MATERIALS FOR ALL NEW PLANTING AREAS EXCEPT WHERE NOTED. 11. REFER TO SPECFICATIONS FOR ADDITIONAL REQUIREMENTS CVWD NOTE: TREES, PUNTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT SE PUNTED, INSTALLED, OR SUIT IN CVWD AND USSR EASEMENTS OR RIGHT-01 WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM -MG MATCHLINE - SEE SHEET L,2-8 r _� . �+ "t ME � m .=Iwe7:77 c i I" �, INN . r _ • « . NOTES '..«••••'•"•'• lPLANTING t 1{ 1, THESE PLANS WERE PREPARED USING THE SURVEY . • . • . . • . . . • . . . r `I ,, � ', INFORMATION PROVIDED BY MSA CONSULTING. INC THE • • • ' ' . • . • • .v « a • • ' « ' • " " a • • K I f CO NTRACTORISRESPONSIBLEFORVERIFVMGTHE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD r' + + + _ • •REGBEATIpAL. • • r tI ql CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK, IFTHERE ARE DISCREPANCIES • • • • + • w a TVRF '11 V{ BETWEEN THE PLANS AND FIELD CONDITIONS, THE . . . .. . . ,,� 1 CONTRACTOR SNALL NOTIFY THE OWNER'S • • `. • • , - - • • • • • « • + , - a + • ` aIa I w REPRESENTATNE TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TONOTIFYTHEOWNERS w 1 • a ` • • ' • r . . " ' ' • " I I;I �y i + REPRESENTATNEOFTHE DISCREPANCIES PRIOR TO BEGINNG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY • • • • • • • RECREVIONSL • . . « r . . • , ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY .. . . . . e ,/r - A -F THE OWNER'S REPRESENTATNE TO RESOLVE SUCH DISCREPANCIESATNOADDITIONALCOSTTOTHE • . ,TURF,. • • • ..(DOr RUNT .. . + . . • _ .''. OWNER. • • e a r a • . • . + r _ ._ _ �jr� _ • • 3. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION UTILITIES PRIORTHECORDERING • • -• • _. - _-._ - WO MATERIALS AND BEGINNING WORK. THE CONTRACTOR BGINNING TRACTO • • • ••••••+••_• « « _ -• . _ - --" _ - SHALLCLEARLYMARKALLUTILRIESANDSHALLBE RESPONSIBLE FOR PRESERVING ALL UTILITIES . r . e , - - i THROUGHOUT CONSTRUCTION. THE CONTRACTOR - + + - « _ _ SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAIAAGED UTIL TIES AT NO ADDITIONAL COST TO OWNER. ' • ' ' • • ' -�-- ` 3.: THE CONTRACTOR SHALL BE RESPONSIBLE FOR e «. `+ •+, • • - - i� r r � � . REPARING OR REPLACING ANY EQUIPMENT AND MATERIALSOAMAGEDDURINGCONSTRUCTIONWITHIN OR OUTSIDE THE PROJECT LIMB OF WORK + a • • i i - _..• -�•. f _ C --- 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING G iii ,y�,� ` �''�� +� UTILfiV EASEMENT WRH OTHER CONSTRUCTION TRADE GONTALTIXRS. WITHOTANOVERIER CONLLCONDUINMADERIGW-CTORS. _ 6FOR EXISTING TREES TO REMAIN THE CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF �__`- RIGHT OF WAY TREES FROM STOCKPILING MATERIAL STORAGE EQUIPMENT, VEHICLE PARKING. DRNIJG, CHEMICALS, J - -' �_ �� v i RUNOFF, EXCESS WATER ORANYOTHER CIRCUMSTANCE THAT WOULD INJUR OR KILL THE TREE. _ THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE _ W -� _ ��'Fr Jr — COURSE OF CONSTRUCTION. DAMAGED OR _ _.- .-- � _ -� RANY EPLACED BY THE CO SHALLBEQUALSEBVTHEGONTMGTOR WITH AKILLEDNEW ANEW TREE OF EQUAL SPECIES AND SIZE W THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT L i is . r , VDQUANTITIES AND SQUARE FOOTAGES ARE APPROXIMATE AND ARE PROED FOR CONVENIENCE THE L4 f UU r r.. —`-_ - EZISTINGDECOMPOBED SECRETARIAT DR. - -+s i—� �_--' _ :1 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIENDS pDRIONSAN E MTENTOFTHEPIANSECESSAV FULFILL �� , Z = '= - GRANITE TRAIL TO REMAIN -- �' T. CONTACTOR SHALL OBTAIN A HORTICULTURAL SOILS TESTANDRECOMMENDATI)NSBASEDONTHE E%STING --yam' --- i SITE SOILS AND THE PROPOSED PLANT LIST. CONTACTOR SHALL FOLLOW THE RECOMMENDATIONS OFTHESOLSREPORT. SWTNG LANDSCAPE ;r' AREATOREMAIN _;.y--`' B. PRIOR TO DIGGING HOLES, CONTACTOR SHALL LOCATE AND SETOUTALLPLANTMATERWLINBOXESI 1.4 � CONTAINERS PER PLAN FOR LANDSQAPEARCHITECT REVIEW PRIOR TO PLANTING. CONTACTOR SHALL _. - s ADJUST PLANT LOCATIONS, IFNEEDEO, AS DIRECTED BY LANDSCAPEARCHITECTANDIOR OVMERPRIORTO _ INSTALLATION. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN S' OF HARDSCAPE 10. COW CTOR SHALL PROVIDEA T LAVEROF �r ' 'BRIMSTONE' D.G. DISTRIBUTED BY TRISTAE MATERIALS FOR ALL NEW PLANTING AREAS EXCEPT WHERE NOTED. 1t. REFERTO SPEGIFILATIONS FOR ADDITIONAL REQUIREMENTS. LOT57 .tea` CVWD NOTE: TREES. PLANTS, WALLS. SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED INSTALLED, OR BUILT IN CV WD AND USER FIRST OBTAINING EASEMENTS RGHTE FHYAY WITHOUT AN CH FROIACVWD LOT 233 z ea TR'ld" 1 `YY�y ,GYM BASIS 0� BEARING rs s Tx san,csT ,�r o tares tpu a Y to' z0' SD � i• slcmx s, m.rme a soMx , s K. M xA tors M mto Tusx M. x ozosv� u u zwl e+onxlT c Hx. I o..,.`..a.,r..w�'+ - 'cEry - NORTH SCALE: 1'=10' - - LM REVISIONS uenaWn aTT Kn INDIO BM 0- ELEV 499 71 °••"�'-'n+ w• v _ i e„p. + Iya r w•vAy r r µ w1.A CITY F A 0 L �UINTq, CA.LIFORNLA SHEET ea re.a. .,n ..+c.•.m m..., x r lernlrae ,= •- .. 4547 IT,;ry I. _ GRIFFYI RANCH C.UW y CLU13HWM - TRACT 1i9. 3Z879 38 otwra�J 9�AISJT3 "`� • °"e LANDSCAPE PLANTING PLAN TJ SHEETS PLANT LEGEND ALxCDN A..+91TS'A PLANT LEGEND -CONTINUED PLANT LEGEND -CONTINUED rowxox NANE 7Ax,K. ra wArERNSE w„uRE ,,,.e.,Y.,�, a�x�mll�„M �-.mow. �DxwaNN,LE n..�, n, soNxG wArER —RE� DwA>xsm, elB�e f--f WmraRAM W B AWv NE�RAGWE ?2 , yN.,•xrewp e¢nMM-1-R¢BFRNU¢. .M't'14Ywzra R I5uU fFR ,:.rt a EMFnER tsuL 4e yw Is, E'r IWwRcc"Mix'rRIdLETN� mess ss, soD xFn Q ®NDxLU ALTRa—F BILE ¢roof bl ,aL +u RA+ w a T ArRCAx GxERaLa MLRlMA5NTa191 .IRRAe Lew H fd awdrs uewA�nuv„InwPsoN ,Iuwso,.eAm,.Rs m IwE Ia3ePw, lav a „y f�s,4��;,i'4i¢�uorcrn-zrorrrowrx-nvwneLEArrRwrnrEw,eaus R.nLlrx v,A� a rrRoz Low x . r � eao<RA EasmouAawnsaLoroNaTDN KDwALRRNxeLarA�ALa En IwL RRRAx f . eluuM slwolF�A m srw� I -RA. 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AvAT 7AywrLaxnArsE�sxa.Lr asEMNusEux PuovEROE a tan ly a m aLUL O"0"i'` RA"-- Pe sal rrRRrw Mx s u mLSTA,e.wTERwsrwA¢u¢rpuNRNaARFAS ExcEPrwNMEw- ,Ea eAE.cu: e�susmAvoueD aroo� :Ar,Tnx _..-.� aNMUEADPE,EMS ralTnN•o.NXINLtI EIRRN nLdWA DIrA.EMaAMSNAN xILL' �E �� `h RDD�ME,TL�RA,�,Dn.PAIE ��xx J O J � nlxY°• nAnhOlpµxR.Ap BASIS OF BEARING IS lln GSrO1M U12 a M Sam(Asr ts�i.�aaa6 Roc AD Eolo rAAul A: N elaTsx� . aAn u G xwE a u.1Vla "" f°R` Mauro PxoEfMUEmLne o-ti,s. �r rw RAx[1wiJrK IA.— ® N euLSBOxwawnunEFAN urnanwemn®aal a suL RRRW Maww F r wremo¢wRxEauRmARSAREAVAxAaLE mow MNARuusTArESN,RR.m - c¢sN c¢rBPULnA DESEMxecmERRv s swL Petfux Lox e s �ox,nw:r�sxuLoxoEARAMLxTfmNEArswmrGor PRnRnro DmIRE ® —E coxvnvwusomaw eus«Lmasnoxr m IaL RRPux Ins :< rd r • area Low sa a caaaR cMDwPARLsaw urrlE LEucDRow a Bix RRPux LLAv a -ER nas'uwx MRUNrAI -E-- T I•n RAx aACWIE aMV P.—ERI aEFRISPoON N is GPL f6i RAN Cal . ! r.� m ® —EXMRR¢� Da P a P¢ R N a v LANDSCAPE AREAS: EREew BmwPIBAMVRORwxAmuEe¢Ls-EE.1-ENueuEx w su RRPux Lav rd a ECREArwNUTURF: w.LNsu PE (Fo.rX OF TOTAL LNIDEG ARFAI T PLANTNa s<Rx�x oFrmuLANDEUPE AAEAt Bm+DPNUNAeuArA VAIamAr .y emN,,aA'�.eR _ �...- iOIXFAwbPLENDPlS D[a0.10 � 9 4 SAR ANCEwfrnrHECT'OFv.OUM WATERFSRLIENCY •-. e-,x �GYIIN OYMun[Trrrvl.LRlr4 aa+irnat vAlI6E3'AM NIRN 6GAL pER MN LEDRR, ] ! 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Ruswu Rrss¢w LawsElPa.,s aRALwunAH w sa,L pm pox IEORM s r O— w.,w suLnarROExr meRosu,< .N scAl PBrpux Low r r +< srn sax zar. mss S;aARr s6ANSARmMIOOEs fMTxEm'aAaw ,ss Eau pe6pux Low rd re a.>A.cmX.a xmA L[DRIu of s AsuA LA•FLAMA:rM�WP %9f+I.aaGw3 a.61RgMyT furs T: 6F. Lqv r-Is ,,.s ® wLaIE PLuotToa +xnFoa co :m Irx scc Inw r E e ,TDA. ,s�.nA mro mss +cls-ex RosR.wAb Dff.xW,REroxGRET ww,w�oN CARRT xbTwXr 111 ,Re aOe urmAl I.5 sd CVlNO NOTE: TREES. PLANTS, WALLS. SIDEWALKS AND rorlEa RANK PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED. IN ED, OR BUILT W CVWD AND USSR O Por,WSk FLPH NAMINMMG GWEILA 6 teaLL LDW F e EASEMENTS OR RIC#?-0P AY WITHOW MST OBTAINING rtDrc aRAlm eovA' uwB:fcMARov. oxa:rSnwwnA AN ENCROACHMENT PERMIT FROM WND. xO ParvPEe. fEEPDWLDEPARVR 1Rl AYY rti. Y tt'La •{PL a >• POT:ARumEOTM4 Pai,FAY ARAM eUR' eWaL raBMSND.RT. roIORTFRRACartA6 .AA a i © Rtt1rPEO PDiP.T:nRMl¢TMAi PDTIEAY MALLNe LOW CIWER RDOEIif.LVLOE aoIdGTBNAI»rTA 1SGLL PBV RAX NEMAI 6d 5d _ �t�am aEA.ARMA QtwNFLowEamfAavE a eEett E v{4 i••::� o wr,wEa Aw: E�E�cnw paTT¢Ir, TrwPXLow cnPmER L6we_�o.,'LoucnM:T¢IRAmrrA O PoTTPEE oAMRRNIax[SAiA NL1R' q+A55,lEE a ,SGL Igi PLAN LqY 4 A �o�in. m..egy�wn•�ra+eme.nlm. yp PDT.AgtMF[TM4PoTTFAY'lNL1ARClEFE ACOFLfGNI@.[. O0.'l¢CaA WrtA Rtl�af�s Tm.� plm�.nle 6B't NAfOW O•xA 1t r•NrEs w+l arn.: �Apar+amLrwal>d.,f ��S iF! �m:�afw ��° ra 4 k 1 PALM 2. MULCH MATERIAL PER PLANS. PROVIDE 3" CLEARANCE FROM TRUNK 3, SET TOP OF FOOTBALL I- ABOVE FINISH GRADE 4. SAND SACKFILL PER SPECIFICATIONS S 4' HIGH WATERING BERM PALM P-01 - SCALE 11r•T-0` BASIS OF BEARING PERK TLIS 11.4,nF +R[ w mT nxEx .N. + vr4T� TPP4 u G iax[ �uiu4 NOTE: FOR TREES IN TURF AREAS, PROVIDE AND MAINTAIN A 4' WIDE DIAMETER X r DEEP CIRCLE OF 0 G. AROUND THE TREE 2. TWIST BRACES BY V.I.T. PRODUCTS 3. MULCH MATERIAL PER PLANS, PROVIDE 3' CLEARANCE FROM TRUNK 4. SET TOP OF ROOTBALL)'MOVE FINISH GRADE 5. SACKFILL PER SPECIFICATIONS (USE NAME SOIL FOR NAME TREES) 6. 4' HIGH WATERING BERM (OMIT IN TURF AREAS) T- STAKE PERPENDICULAR TO DIRECTION OF PREVAILING WIND TREE (� ON LEVEL GROUND OR SLOPE 1. 2.4. .. .. 3. 1 SHRUB 2. SETTOP OF ROOTBALL 1'ABOVE FINISH GRADE IS GAL SHRUBS AND GREATER) 3 MULCH MATERIAL PER PLANS, PROVIDE W CLEARANCE FROM TRUNK 4 PLANTING BACKFILL PER SPECIFICATIONS 5 3' WATERING BERM (IF SLOPE PLANTING) 8- FINISH GRADE WHEN PLANTING OCCURS ON SLOPES SHRUB ON LEVEL GRAGE OR SLOPE P�3 SCALE: 1"• 1. I C.N 1 SCALE W 1'4` 1. 3. i 2 4. X L 1. ROOT BARRIER: NOS -24'EP SERIES(EP-2450) 2. ROOTBARRIER TRENCH MAY BE THE SAME AS IRRIGATION WHERE APPLICABLE-BACKFILL SAME AS ADJACENT MATERIAL 3. SET ROOT BARRIER 2' BELOW FINISH GRADE OF HARDSCAPE 4. HARDSCAPE ROOTBARRIER REQUIRED WHEN TREE IS WRHIN S FEET OF HAROSCAPE \V l_iS SCALE:17=1'-0- j"1y„ 1f k Lf 1. SHRUB- TRIANGULAR SPACM UNLESS OTHKPIASESH0WIN ow P.AAM 2. EDGE OF HARDSCAPE 3. DISTANCE FROM EDGE OF HARDSCAPE EOUALS 75% OF THE ON CENTER (O.C.) SPACING OR MATURE WIDTH PLANT SPACING SCALE'. NONE I CVWD NOTE: TREES, PLANTS. WALLS, SMEWALKS AND PERMANENT STRUCTURES OF ANY KIND SWILL NOT BE PLANTED, INSTALLED, OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-0O -WAY WITHOUT FIRST OBTAINING AM"ROAC WIT Pomp "W cl.Wm SECTION 3D300 LANDSCAPING PARTI-GENERAL 101 SL-RY: .4 lr wwa a` :s .. iilv.. eren;a, wwporylbn and a'4^F w' I'nrnA pef TPe w w1 avtsrd t I aPPIYpply ant e rper3N. T4. kewne of riu (4rnrvsr 4� fhswar. m Mia aeatm,a IUL'I a'•i mnrvllvrtr. !Ad N I.YFP.O RPOUIRHMPtir;. .4 5.1iw 32PAo0 bdgalivn Sy- B Sntion 3205.13 Lola, Maielrnarcc 1.03 SUBMITTALS: A 341ml wrrif ors or -P.- t l msTrrbi !r :.I �rsdsay , kSPdtivrt aml plartmewun,.mA9mnwnw of nrA B Tex WrWWSmaPlsr Ds+v,slwrft ay.a:�mmmad-n•r.'"k IvzR Ina nxidf IW un i(Aheakd Is Fk1+as le -Lee W Love, a wmdm oY IS dots kAn 8hwnaY+ISSYtlruar Ole .max-'+Y 2.A: >1 TtFs.l e4 4yPA .Mv.N m ene odf Ilk AI p -1,mPa yvx sad c+t.rv.. � k ap rents +x la,,,�r x n. Iala�praa a�"A r an.,. lax. 15 e1W ant hrgv veHM al Me npr.ry or al iv PL=e of erowh, ar as hmvi. indrmlN. C A wpk or Mc soil anK M, and pmpuwd mulch makriakal. im'Minp Iamuf Imer oe s Plira c lirnrc w inwix, nM0 be ddivertd b Ito LrndnaPe v itcd wilhin fi"-five (35) days ekr raaWme m'f cwlmnl. GUARANTEES AND REPLACEMENTS: A ShmbF sines ant pooridpaen shall k gmnnlcN to mnain h,IMy ell eigwmwy growing cur a Pm of ninny 1901 drys f dam uY final wrepdvw of Meinlm,we RriM ofpmjem B. Trt, nMII k g®molted b live in a hwllhy wndilion I'or a PcriM of ow (Is )riot ram min arrnal aamlarce arMain.naro, P,riM nrPmjwl. C Plamx ! d b k dud w nos in a vigorous -iifxm within Ito Mainlewr¢ nM (iwmnlu PmMs atoll k rtpbccd wiMin f Imm 114) days m camrmnrx nP=rxe. D P§mrr�ed Preµxea.al Gall ba ds mnrrlNsN arx as geefaaln tie plev ha. Tke{ rPodl 4 fvmi+Md psaasM W Lpmiamd r wgirl411y Oaf. T/e .xln,e r4 all rT'mi wah m n•slinp .,geusryma.r Ilrmpcddwirarbamaal shall hr Mr. b3'14C I05 QUALITY ASSURANCE: A Rnvicwa hmin spwifl shill M made 1,• Ito IaM.aw arcM1ilwl ur Landsnpe Inxwctor. TM -. rbor sMll ryrRst -r in wiling a mmwwa ar4e tom, in Mvann, mr f mnawing writ orxmrk: I Pmjob mottos Io intmMce um.'" arthilwt. Leto ,w ImPxlar, Conlncbr, Jab P Jwl mra831 eM job wrcrinlpdwt ell. dgp.f wrtic ,re h.'maof pi, 2 Oiwrpamran of Ova wrAsweE :.r0 jrvdizing min Ito mil. Ob.mron tlmll M1e4au per F+i+naArwg3lxinp mm1iIIM into f miL Amen . Zmgnaq WR Te dsY43 N in Od, amuM f gwg0en wnruporlding b Mc soiq awlYSB rtcmmmendal h-I L1100R-. Inro'uza showing masesials ant glavtitin pmchaud aMg k ..ibble Yin rtvi,v. 3 Upn wmplcdon of gwing prior b pbsieg Review 0f Plum mea,Ws b I0 wi-wits Ibis micro 4 3vhrn heeF shrubs end vine art awlrcd m place fur pWnine, bin kforc pbnr emin.rt 5 L4on complman of fmtsh Wad, and Plammg Applkmlun of Pm<mcrewl Mrbldde i,1. rollick will Ills misty 6 Whrn'bab.g, and all ufr Wiwbd ant awcifrm wok,-1lk Mainlsmerc< P i d, h . b. wmph,W& AwcP in wriring, shrill crgbliah beginning of Ile Mainuwrce PmM. T Fiu,1 mites at Ilk completion of f Mal bw Period Conrngcnl w acccpur.r, IM1i. rtvirn Dull ,gblinh f kginning dek roc f Gmmnln Pmod IOb MAINTENANCE: A Tie Cantrazlm .lull wnrinvowy m n all in-Nm - during Mc rro8ren of Ito woh and during IMrmningnan. p,iod until IM1e trial naxpleece off work D Tl, Mmwwrt I-1 I.P-.w f P. dry aA, wmnp axaPraxn mlP eDea.an_wws rpabr�dR l4ud.vea vdevt wM +saO w+wzR 190t wnsamm nkMerdnye C TM wnlM wmPlmwn dale of M, wntrav rroinlwarcc proud will be exlerrded, al Ile eo Lem peen., wM1w in lht Pinion of Mc Land.arc aschhen, i,.- rmAnrNde N ".'W sa a M wrriM,a wMilim or Pk- milerinl u1 pony sxW ley-J s,"o ae.wgvulseaaa eR'vice. al h, b=i-iw Pf its w;N L" halsnpAam x Ty. C.- .ball k rnpwiblt for addisivwl mainmmpce or f work onW work k w"'. ant -I""D See S .. 3N533 for specific Mainsersvlcc Rcgoirtmenrs BACK OF B ARINO aste'n Wm vsTu es a oS¢TY- x(um MFvswKamaRue amur0 t F[R by naapr6 1 0] GENERAL REOUIREMENIS: A Tk b- "Plamiug Ain" W II morn all area Io k ph-i wish Ire ahmbe, gmwdmvny sod a j. 1. B A-1 pl-&g shell k parfmW during lhoae periods when wntic ant mil c0ndilioos vc z..bk in accvNaow with Ivnly azwplN hmliw i, pncd.. C All rod -1 of, p 11, or eebns eccvmvblxd during f dam m 0f f pajrm shall be rtnmvM fivm Ito ark. n IyW m ar®++3ssrr w Hwu.+y a ad P1a+l mMaak k.,4 en IIM+Inx*d kmx 4 wlly 1 .rod me 4easNa NPuaaa dan,g.. tame axes w5 a oaten Iw1.e� eca.R,: row ie�fw', vny Laadwa+e >wt c aW ncxkins Ihle.,un Pales M Iw,am'�f Tie Ce+uswu ryas rmP+n+Aaij 4a frU4e,e astoas In dmwpn wwsvaP 4aR xwsl as earsia gry"„nl E Crsdot sM ««I pnpasw +Ail ,bee be lwkasrt em,`w ak^Af ale xvv6 •.'b�pksae:W aa1 aANmza ra.r'.r wry k eMIaS N me M roe .r +saaald axis wn • kid tYA .np1w4' n mask rkwnY roil ar,eruc, p.. +-.K ml fr+h4•Wr-'x�a rkll h rellodrd �I b rwnM 0.+k0 « enraad r e2wle6 r,es4rsbf LM ae4 W drart4'.Ww r, I{airy 0vb OYmilwsr I, Seelel daaeabar ar sppr-,wle.Yw qef welling wits wont. -fW?g desk wW vex 1 rote i cduley inform Oe I:1.rPc xd,k4t w a•r:-«Pa.r;r. Brlwazn Ito e�aingx ant 'prof eau JaE wrnW pa.Ynr, G Qaanmin fro pl-I malcriah x shown far convrnRew w1y, ant roI gwvngcd Clink ant anriy cowl and."by xuHicirnl nvmbv b fulfill inknl ofdmuingx. H -wWI>} Brie kle lc� ant proem irrigation eghrymenl rnadwlev -k" BR rd aJfe paving pmpmy daring all plrasez of f soil +�4 sI Fa6ag.IPeevlans. I kra,ran oral Sebabraxa bi- Na 4rxlr4nc4 M Oa rrpllavmya Yon aPaci246 dell br,weda.q lkfwaw. a«d acAPb'/a w)rrdYa b w IwL wbB % 'shad v e..jttyd awl M a..rkq- ale+4,l 4 a4: of f +ad a4 ayad • } a-zz+ale& sf.m calr:r!c TM Pbnl mntmala atoll awl all pPlinble iwpmiom r iT by hw. Planlx xMll k off 'Prot,. variety, xis, egc, roaxrwlarnnd wMilivn ,. nadW lrm.n a+dw w .dcamd sIna krwia44 UMm F ro �play vari,rv, or wdRamf roll, rr cYaa wr4 ran I% a.�-mcarwg.`tw.. nmpl wlm d.,apra..rd wBgm;nrNxy r1r:'.r Laadupa xsA.t I AL Wlhlaea rooks mcweyu aml dwieg f •avllalays ant nee N 0t L+dw: +wf d irrigation slekme (ur tbi ,j- aw1 k wWf�r ly A. nwwr I OR FINAL SOB- AMkMDMEM QUANfTDES: A 1-1p4 aamg4cska a aO Imo- 611 saL. 1m . Tx .ql of I•l-d a P mdhirmarn N als Tb/ miroRyaa+e a;�gkr pf ewiuw l fxwl a Oe PbRli'w 4rtu ekalk Nkm kiseC T'tv ant allw%r nlRmw xm m rwPYPsvkm xai 14r �:a1.0r0rT Ar w apKsbmal +xmk'Iry raayri rot ---..'- 4 rYmsey sad epldcm- +a uk w RawluerR• rd :xWk esT awrrxwr .rams rNw^'N v aePsn pit nr s, m ac.eeeab'k THY wgOP(Yan 1nh SCHEDULE Thee' rtcummcn01 .0s dell Men be comnartd with those IBkd in Panpnpha 2.0±anti 01 ant the wvtrul mvdiYled accordingly 109 SOIL PREPARATION CONFORMANCE A AmcMmmr rmmrbB s ]] k dizbibwd in piles ..M M, sire in gmanoPa ewam-dw • e< uda ariYw 1p Im aq R- Imm,WHieva le,o✓as aYawng w =aS RufvlPis PtaamaM e1aR be eaDgi tar mxw TM Cvwka,•q +artdIbkdiyxgcdmlurriiainr@ixrtbouMlwm•lPirnoAlmnu wuaPallntrd.iv,m_-l_w.s_rl__r.m_ m+IReI.l rPlto 4aromekllefriav�aiesuM Mx [ l-Fy_._ qwirirofaI. olfll f me.avl rykiwfmamnlReNWm rewahaa;ereW4,d ldVi.wirNIT Ito akw meioer�r. saIiyb-ad. i01 tpIto Ca-r will hen ilM1 a.ilwWitiong pwmnnnartt.ction301. 1 10 PLANT MATERIAL QUANTITY CONFORMANCE A AAer insglblion vY PWI matcrals, end wirciding wilM1 Ito ran-mainrcwmT obzmaliun, f IzMaow ardilM, wNr Ile hertmfm apecired cigwd copies of Ito -i-I -ill- , Trip slip ant invo'uxs for sM pl.vt mau,ia6 ant rcbW it-,'nn1 i-.' such makmL wnrparine f .. ama .l .r f amounq apaziBM If f rtquir amvwq bare nut been f Lahed, tie IaMxnw archikct - v um f mwlglivv 0r Mdilioml nnrcriils to [drill f minims. mquiremwls xpccificd PARTI-PRODUCTS 2 01 SOB- AMEND,MEM AND FERTILIZER: A Cum--Humic Comport' man--1 by Agri-Smf. Mc 9 C - atoll k wmmcrcialy I.- end pat ,d gyp- (C.S . 2H 0) wi.b .in - BM grid' entwining M. minimum wmbbN .If, C Imo SRlphak: Ferric or fellow sulpMb, in pcllckd or gmnv]e, furor -bring m1 Icsa Ilan IB I,— m jIb, bon -,1 s,, w, m f AgIiwllud Code orthc Sate ofcaBlo.i B. --pro fr-~ N, n.xUaaarw w0A wb.ra(v41 x Yt .' i ft M1% rr� _rm your grwlakr nwaxrnr £<` ••• wr w-pnlmd agaryma+e Sad ISM mrdaia DA ><®xam r+xbNa Par".. ;:.h xaiPfr ofP.aa kut I Ymmeen ga; 2 Phosphoricazd 3%minor ismom 3 POIVM1 Ix ml - 4. Imo IN 5 Mangnw. .05% 6 Zirc .05. ]. ITmnc Acids lderived livm compn) 21% Sail Prmm latlal e. ygOKssL aad'.mu as k-k 15% I: N4' 1-ft I-- far M-,- I%*ise sama,�a,. rxgpaac k'= k°i tualug_ `<+k^^F• p,alepugs auw sierra Rwa fSP+'r'4 �:Ibrs M waagawi.q same fa awlrRaw ank.wlw.M 4zkua9eK xN IBaB aswmw bvkr�:aL n'«tJwa lnIPrkk pe4mq�a wr wlyl e1 P'xN bM' 1 Ninogm IT.: minimum L PhoarMa;t azW R°%minimum e POIssM1 RA mininroor SWphw TA Imo 2% Marrganc.. 05% Ziru 059: Hmeic ACWs Wri-I Bomwmpn) 5% WARNING Some krtillm. -h, rhekkd imn which may ®use coining of cmrmck alwf . CnnrxfaT s1v11 u. eabmrc mQw when .plying fenilBem Nj... m cumin' ant MNacape orris Covinnor shall be rc pomdble fro rtmvving ell imn egina Bum wwaeq w Hard;capc by sandblasting, or rtPlac,rnnt o/ Nadxap�wnncic, ac duened by Iwd.aw arehileeL al no addiliovl cod b the Onmcr. F Pbndng Tabins: Tightly wmp-I chip type wmmmcbl gm pl-iog mbkt, of -ying wci hlcd dvcn uiM lk following asailablc pecrnbecn by wcigln of Plant font: I Nwogw 20'A minimum 2 pMwboric mid 10%mwimum 3 P.bW, SY. minimum G PMVb.kg Fcnilisr M1 Pamw, tkgA•rc lr. non4mming wnl Nd flow Jn.. Re 11vwwR, won n -1. Ito lb aauigbl, faraR+ -wmlr appmMdsyepsw.ant usM1 following minima w>:iahBt ,LRaNrgaa r� w,yh W pl+^r trod I Niwgw 39k minimum ' Hmxpboric azW I%mimmoo 3 Yovdl 3%minimum A micro-nuBienl lolim xr B+r p." lioMs is ten .m m avoid rat d,f iermin II i. f reapmibaiy of Ole wolmelor b - pbm hn11h 2.02 PLANTING BACRML: A Pbndng bsklill f0 k a t...phly bkM .blurt of l_il =1MIta. TM following makdils ant 9wnrliea art b k wed as a bwB fin bidding. aW dN�I 5 EW:1ral:YarW m «;I mshrr law8s Humic compost I P. 2 sbckyil=6-il Spans 3 lino wlnhab 216,', cu yd of mu 3 (iypaw 10 Ib✓pe er yd 0f 5 Prcplanflisr 4160pttcu yd alma Su0 b be -1 . plmfing -Juno for f Mjms shill k f il,, Owl'. aiib6,' of udfop gwliy, fiec of sbs ova. I irlWl d'amcmr, of Jn. nchemialz, Ph— kp a III., ant oMer hleleriow mmeriaq. Ov-enc mil may k sk,ckpilN 1'or rt-w pins Wad a muq ill rcgrsimvwLs B Pbming BazklBl for D. Pahw; I Pore, -a plasln nand only Do not insaryomrc krtiliw lies bazklill min Apply pongbnlivg f 'li=, ly 203 PLANT MATERIALS: A Nonrncblm: Tht mrrnri rod co of pW hvrtu spccilw -fib. wits flppr wrci givevein .9-1 W,Icm Garden BWV, pblbx by Lrc YubrWMg Compny- Mm10 Park. CA forma W. eNron n See 10 of plaol wlnbi on drawings C 011iy ant cm .1 all plants zhll k No. 1. oI'Pi.l. Tag-k. They dull k v p.% of ...I gmwlk fiw hum disco., ill . imwl eggs, ID -1- Ito acaaz',wrcpf Me d+ . h Aaarta+ maknir la: -.lock Pima Taga atoll lwmhrm .W LA4�vCeAx- D c-iw,�re rlgal_}gal., aa. IS WILL NMp knrPNwa.n o-ar3iam W al bat xa rwAtla, M eerr Iwo Ywa ?1 nwiwan pfwua Owl leas wekad .e IRw1;A larva. N eaU claw Wu kva k':ww+sws k pBatd 4my Vow wgul AN'A.Y. N: uxT, .rah ls�,-.sd w b.vlcP na'!. akaY M Phacd rIW r rkwFa gvvMwrcm shall k pbmM Ihal m'WI bound' m Ihat have -va E. Pmnnrg A.11 not k dorc, nriar 1. dcln n P1 by wm ap'-] F pXwrnawa el Pon Atsbmla. r 1-1 by gwaadngaufrilin,aWII a x?rwww•:Yilmy wf Ito rwb4sa, yy where rccnawy. thew al Ws ipaestwad peasltr urn rpmrb hlivny orpHnlamorb,.sle. G Plzm' Ya0 k ra#wx: ea wTrmx'tlrm a,E 4rom,y or rcjcmioa m f 'z one s 4w.Y 4Pe kakis v dvW Ft of nark for evs, axr'y, easysg" WnP. tkm. m4' IAari,. "W pl q shall M IawvY fmwls. paWae en assarvsetP H Tb P - rs! ed 1r pc+wiW aw if proof is mMmillcd Ihn say pleas rpeafke «ova dweaik, a Pm4wW root k wwidvcd for use ffM wF-�epprN cn:rsiwy rr4Nn I. Qlamidv atoll be rwiahed, raMN b compkrc wink a� xlmnm on Ga'wi l The Lmatwape -bl- -1 f right m ab.nm mot suMBion of pY -Xc Pvrkobrly f. grown ft. s, avd if fount deRaesr, b rcjcm f'I.. rryrescmeA by Ito dcfwsirc ample K Nem,ih O4am .eeeea u •aaPr, -,th, an kgibk, wmOr -a DPYIn rvnlad namey «>r W vrK. Then ahWl k a minimum of ore Dkkd 91au krerh } gam m s is L Growdwaver Pkms s 11 k bobby vig- -j cul-gx grown in Ihq wW pmpWlip. 261 NFRBICfDE: A woad Comas Spwy. Pon cmmpnL ry-Im p-,, xiM ro mil midval a Miy fbp -1 v a paler nluble fiq W mwinmg 50X Oypbom. ant 14.5%xwb 1 will, smlW nddigax. 2 05 RODBNT REPELLbTIT: A Rudenl Repellnl: RcpelkmXmawmaxd equal I I-ROSEED: a sin erawiaga frlydmmm a4heeadn ] 0] MULCHMG MATERIAL A Pn Plmu 2 0R STAKING MATERIALS FOR TREES: A Double Staking I SNkp shall k of ludgepde Pine. Tie. 'hall k straight -li" 'Moto ant cm ckao ant bare of bvrka ant nubs, of Oviform 'pli.wiN a minimum dinrrRler of 3 in Ae, I i loose kma� apliq or held' Svkes.hill be ro Ices than right (Rl kn in Iwph B Trte Ti, M-1, fll k inn off flbmng I Twit Bmces by V I.T. proanc4 2 09 GUYING MATERIALS FOR TREES 4S-BOX SRE AND GREATER: A- Guy wr„Le ks W la(afk. IKN l!amr'I,W 12 gwgc B. Archon (dvdmanl I'ur kWing gay wire s 11 k of 4 irch by 4 I- (4" x 4"J mIW Iwnbtt. "E" in Imglk or-d-1,111' aryl, anrlr Imhrvls ss sham on Ile degiB on f max'io' C Ho¢ fr covmng wia'bll be ar "y rtim'orced mbbv, owd w row. games M. ype of al tun 0 iwll in diam3l,. D WnningiMivmrFmkatoslud m8ry., xhillk of lD"M"C pirc ant Iom 1 I brig. E Trte Msdillka. aaud insecdon 20P dove A 24'EPa.i-450)mnrbanicmaamanafac9nadby- PAR13-EKECLRION 3 01 LEACHING,MIL MNDRIONING, ROTOTB-LMG AND FERN.IZNC: A Dep Wakr Lvching: I Akr wmpklc innallalwn ant Icaing of f irri8mmn ey.umn, all rn. -11 b, deep w tt kacMd and companM ant a.,IIN by r arrliafn of img,tiw waltt amg tie mil Me rtetircd a of 12' ofxaw. 2 AM leaching opmrion, wnvxmr shall Zak mil amka rd Mrc I -I by a soil Iabommry. Soil inn fll min f fvlbwing rtgnimrmms: 1.) EC,-Muimmn 3.0 (b) pH-Meainwm 150 Minimum 600 ] Deep waar Inchng WII k dorc prior m f'PBnlivn of f enN I'cniliz- 4 cam amn k men fl f rob or awl lion ar xakr Baca rim Ouse emsroo or slop g of ores Do ins oMerok Inching .PuatiOm in expm m roils 5 All d,,-roc wWF voabn scan ba ant wnIrtzh, gwenvM by IM1e dv watering shall b, Ii11N wilh -M..- mpmil pw b"M m Bni,M1 pack Prior. digging pbnirlg pia. B All. lx ,; lecns..w aM.aBrr ds aav b-brag 4.4,a rM Soil 1'a;N•asuwf: kAmr a: Praia• wv w¢we1 W A"yema: by fie l.rndraps arefilcs 9r d4 hWrasNa n aeeas e,q1. Be r.d wdu.wy ant aaeaae,a wuwvYls thou k newly wrwd over a0 v 4 '-.a. to.n arcrnHc amp of su y rvf Iwo lv-)ahemeMM pains: Tln fillowing melcMlz eM goanlilka am b k o.d u a bests for bidding,.aW abdllc lm+bS kamlrt 1 Compost 4 w yd ptt l,W f 2 Svil aWpkr. 20IWPcr I'M N A 3 Boo aWphme; 201". I'M, R 4 Oypswu IN Ibay. I.M sq R 5 Tn}hm Testes 20 IWW L000 y A (al FWilim Nu11 k il-,-1 into Ito mp six (6) ircb a of IinhM1 Wad,. Fwlilim atoll M aplisd entt kahirrg aPeratioa (b) TM Mwolmho ant wmplclw,ax of f mmdllmg ant ircnmoratm orM soi l -fiione -din shill be a Plud by Ito larr[ampe =hilna in x,aing, Prior to dlggmg PI-tiNpiu. For skin, 2:1 ant a¢w1xT, oraz Ptt Ito dtawingF orriAaaC/aM1yaTrRYvasM nwWwls. 3 02 f W L511 GRADING: A Fimill, Vr l ;hen M a. ,+6� u LaL arc t• 4n1 dmwinp. commelm oleo retry I�.ape waknm A+. drc d�nuM .nY disnepaociea sin kl.yaw Rc be asRr Rod as paelm B f 1 grid. 4rR M-.zarwy Yr M I. _v-p ayn .sy s w alM Trsu rrNT rmR k w'0h'n a 0.1 tins oe bw qel tfavrr�4 lM I' Ilfba - Crops, rAs,wmbraw rBaDM+ksw of r olfgradea iMivgdwf eraw;�n C MoMing ant rovrding of Ito grades sM0 k waviaM al all danpn in Wope. D .A! wnewArp w I,.a.l�lx. n lx PI�.4 r a�l+.g m,m labge, wsW� ,T wJ ale uDn apex:w d,an s: ka;aa W I'I�la rt+ tkSv, Pm+aAl Ma`a'+'a sre aa4aaey E Tale e y Pr fi- b P-1 ant awW damagt b warm eonvul ' I<, sPrirMl, Made, irrigation lircF errd mhm vMerpwM urilid, during gMing ant mMiliwingownlgmL F Final fmixh Rcrn Wdl bzme po<iaw' m dr,i p of f sib, wits all surf dralroge away form boibingF xallF ant lowaN w.ew+YF dnin< ant wkh basin<. G Final pack dNl k az ,,W by f Lard pc vchjkcUOwn rtwcarnm:« r+iagvap4 'asoi pew tv dggae Planting PiH arMror kcmwlrlaWq,ryKeK..r.zd1 %etawrd MYqu H Pl ''rig emliar shill k Waded wits a ku than 2 p-,'arrow ilb, e r P,iBvc amiwW. ]W PLANTING: ,. Tee :aitw of k®.nr 4.ld+sr pry w:�, uT puwakasra. er,lr a 4e P"-+Iw.ti daV A..u"and h' sk layyaPs vc9msl n r.w¢! PI, rx wttPwlw pm.IL+pbwlias. AD u'.a 4w-n'rrsaW Oe s/atg6 F(1js Lis pmaWrL ralct'� wM rgdrry maA PIiNI Pita, sa pcaeatioa. at k4, R Ir,+LLrrrm¢ u�shraw a Fry Inv p awg di„N f bbpof lHvrssx.ur. vbaf Yrpm fry 9r lto D l ins' kc I andamw Iarckkn m p adlmovil ins m owes. amaW W c.iniag utilitka f0 k f rtspmibiliy of f B PWdng Taco, Sloab, ant Vines: I All eaxsa>1M"d Wr--r 'w.m 'b_' 'info led ftl, k N fvnnavea elre+ w=B'tw6 ro dnniega Noln shall k. n,e uarc WPe a.+asF M P_�uf krRrrrp ant Plmdi^g wmMm "wNY"ls-x. Eel[. uf-,.l yse: ne rxdv _ Ell• I(we a§;I wcladr Ibr rlsq(smg sat vde4 M as azapye and e p, bet+ lga w:uwz da mua m bra e+pvy� W Isla awl I-,. 1,r aRaam tAdM kSe waded ins•an]wan rNeh .a be + node- pmisg xa a4as it a4 -nirrgofbol,.nM anal m LVMrD NOTE TREES. PLANTS, .A ,SIDEWALKS AND PERMANENT STRMMRES OF ANY KNO SHNL NOT BE pLAN]EO, INSTALLED, OR MILT N CV WD AND USER EASEMENTS OR RIGHTOFANAY WR/K)UT FIRST OBTAINND AN MCROApR.1F34T PERMfT FROM CV WD. 3 :w L, 8rna Dom the planlim holm still k aprad ".1, m Be 0k wows me rokrmccs idiold w secu.n 302, or az discoed 61 Bm lard rape in acawn ] ,023) ) shaExam soil (b N,A W lokmmxs vWiomd ll k nmovxd r1m W den 1 The DInnD dtall k pbnld al appmvad Ncdio. with the bawuf rc spscilivd'bM pit lnilucr ant mil pbming bakfill Pmm Dmel ail km'I.^' alkr two Bid of I — Mil n red is- al the nlu specified by Ne manomcbbn .ib upon 5 Thc Pbnu still k placed in the Planting piss, wbid have bnp IaaW Lv¢pe4 ant wets xnld m Be'.Hdll box levels pnw to W Pb¢nIM or the plme Ana .wsdvg Ik plain¢ W 4bx#GII tromrul shall k cwcfelN tamped ant-1. — rash foolkll Io fill allloidl n facT lrfeaw6a k ea pd 1r ex ,an0dSedhld;Am1 a*m1lrnm0 N,p bhi.F bxLfdiUn hw]am imrda T+lcxhraukasl i All pl-I shall k xt --h a Imel WI . fi,'renting thry bar Bn xlali-Aip m me du Kieg fioiah FM u Ihcy bon m We mil live grant in the meum¢, mica— __ A No Dbm wiB k rccepld if IN, samdl is brake m wed W cilhm kfom dtvinE, er anerthc Droasr orimvllalim 9 Plmw spank WroughlY 1vamlM inro Ue lull MPm or nub p WBvE hole immdum1Y edcr plamug 10 h_H ahrltha nM vines m shown on Be drawings I Fw I .l i bete, milcc prc-ieclalb— R. notes it antics art in grad m1 n ex k,s ill about. Bmkcn, wackcd arNDr nscatrcd 11n smkm will rot k allowed If Iry amtm art Icquircd, inamll smka with malenals az specifmtl es dM1owm w W drawings 13 For hccx up m 36- Box ciao. i-11 tic Nkes with malaiaH apaifiM ant ar dhows on qc drawings Tk Mato d,.H k driven in plumb ant aa.rt spaial cart still k utm WI the drivilrc in of the static does ea damage the ba Tama Or malbell Tine lies doll k Ihhend m cad slake by lackug the win ik m Ito date Porcctive M1axa shall k in teen•^ with all line hstek or b—h arms Rr tlm Mdla on IN, Mawmga 13 For Iran 41- Boa sire ant pinta mty all bees w ith IN, nnlerblz dprc=and. dovan on W dnwi.gs 14 Thc shkilp ant hying shall k aaam 16i in inch a mamrr u to woe the proper ant hdBy g.wat ant o. ratty of Ik pbnu, pmpaay, ant the Public IS Thc mnmclor shall k rcRwnsible I'or all mrtbce ant mbmRke d.imge tryttbd which nny d—his gmdm of theucs, ahmbs, and vims Ib Pining ILL, pbnling sMll k lcquirtd on.111— A-. - vine wkn ncccamry to proud the spaifmd m app—M'mM shale:. farm slim f, Barad 6- m each plan, Prvnillg may ""' dv , — cramp vtd zkU k _,.1r tk dirasbn of W M1wlmde9[ aflKtl a aalsd ar'mA 1] Insmllha b.M, on all meta widhn lurfarrav Plenlirtg GrouMcnven: Gmtvdcoven still k pbnled m lk areas indi-d! rev lk Mwie Thc gmmdcova planet shall k roomd wW ngs B own in ream and xlen Immi. in Wx nmr mild man.rlandng 2 All Br . nr plaldc :lull be planlcd with soil ar.mtd Ira in daggad raw, went' rpa¢d d q. m—L, nlld um unnIN, drawings 3 Tk 1pomtronr plank dull be pl.W art O=Iy Mcp to toter all 4 The grouMcovcr planting arm shall be M1 msmu.gd aRmplanting m pmvoc an n en. d—th rant finish Praah ] 04 HERBICIDE APPLICATION: A Herbicide .' p tkiM applialio. shall k pd1brmd only by percunrcl lw— rr sect work by Be Sne ofcalifonua. }qk twk"RI1P R1T A 0. plane have been planted aM wamld in, apply rodent lepalbnl at d am..d ma a Lin Penmder of Bre punting ana d eppna0un ems ant with mdhoM az spccirrcd by IIm Ivamf r 3 id h1ULCIDNG: A. ladxaw arms otha W tomMd n Ikx hydor p1m 1 with and still k .—dwith the apaifiM mulching w rial m Be tvwimum Mpq iveinld.. Ik drawings 3 0] C'LEANa1P: A AS We wejcd moertew ono Milt ksis. Bm colmawor shall miinmin all nry ant rtwmve msiglaly Mbns az treww.vy. rtmove all Mbns ant wnpincn uwd in acmmpliging walk ant swap and clan all aiMwak; aspkll, ant mncrcm arces Mjauwl m Plamings 30ASITE OBSERVATION A WALK-TNROUGHS FOP SUBSTAMIAL CO.M'LETION: A Cenral Obwrvalivv: Tk I—Iarehi,l will ,Leh the aonmudwn BASIS OF BEARING mg etas tn�mrrb raw M ram 1mD1 ai N oSNN s]plm e u xom e�MaarO Imes dining lha comvmlioe woos ro aacm wnnn m prognv ngardeg i,s Il i.n Of bnddc welial m k in rom H=i xith Bm 4axingr. Mmils, spccibwli.nr ant aim mMitions Tk LaM¢ape wcldlal rvill pddl a sill nWn agar and vi mliag Pmlldcaa of iwmlulioj verbal ram 1u LEn with W mnvanor ad IN, &%ig any field MjtrsenmN nenxaary WI will k mdiftadonz h Br Mngrcd1N, Acopyof this sit rtport willk L.i. tokq Bm.wmeaM the mnvxlar. Thc c.nsnwor is rtslmnsible lu imlmdiamy adthas mcM1 hem m Ile silt rtlwrt kforc Pmaeding wsq fimkr R Walk Through Fmgubxlavtial l:omplclion lPimrh Lis pill: I Bcforc nth AiN a walk Ih.wh lb, sub 6.1 mmpklb. Brc lulNwiog rcgtdrrnrnlr mull k rnlircly aliaGd: lal Tk emim ph,hime arcs is ram kbN ins W. ant h. tram .r aeeepryre an Msenbed akve hair krn vbmiwd fmm Ik Ivldsapc ardlikm avam owax'e rcprcsrnlwivc If W mntrartw Dild b -Hry the!.*dope archimel rmawy of Ik about ilrms. IWk .tire I-Ik— tar a.wncr fll lexpomibiliy fen cry design mMiliaiunc dircgcd b1 den Landxape a NM1 L dung de walk l,_h fen rabaa wl mnpMim rely of these id— w m eddiliolul and m 1k lb) AB ran .w ; pie" by ant mcipu love been ddiv 1 m the La La —I.— alder mvtrd! Icpt¢rcn10w, 2 Onn W ohms requiem have been Ito a wall Ihmagp for .—W [d k regl d. Thc rallowmg pmadurca rill k and dunnglle walk d—Eb: ial Cminmm m.4 lave (2) 1. pers.vrcl aniMk with r Iw rare for IN, rnHi Icttgth.rak walk Ihmugh (b) A mv'rnadl walk Nmogb of the en will mkt plan niag of av n of Plmtirlls . mmpax4 m tk enwwga, ant i—Ruian pmdme . drown on the denilr ant sp=ifia . A porch lid will k —fib— far deficiencies in W connrucvo ant wakmanahq of the Lardsapd arcs compared u Ik ranlhvrnon dnwwgs, dck'Iaantilpsxinmlions. 3 0m the Walk Through for Sakwdul f _Mien has bav cOmpkmd the LaMxape arcbhM will proviM a ropy or all porch lid isms m the Duos fur Iniaw and distribmwn m Bee .nand_ ll it IN, wnmazrols rcspomibiliy 1. repair, pla ant Mju all imml on Ik pinch prior m rcgmvlinga finl walk through ,' FimI NAD Throegh: I Bef comrvrncrvrcnl of a Cal x A tl .gh is d, —h R. on IN, wokvmg dh far e.b—tial campininn IWed lid M I) st k Ihm..ghly ntisGc4 adMeax4 ant rcmhvd by the 2 Orcc the skit rtquirtmenl h s ban mcI a fiml walk through may be rcga ! Thc following pmeedmes will k end: 1.) Coelraz mud ban f21 Iwo paro.rcl avabblc with radio 1 on far the rnlirc length a'W walklhmttgh r11 Unkn yea. Idrvn rate times W only ti Bea e+ 'aimd w Ik ry4 'aOsx+P1s nr _ wok a ppwl hd w,n x Ral -,n.+.a*,.od Tan .wt� .all r agsk ww wd+n xr+vRw r-ek /d mine a«xai w dr rime .r Ihl w R .k„yn v wmear4� T�lklr, W xwvmY _ .srafef grti A.tl' rs'mn^P de 4Kare m dr 1w--- >we w,v3xnAd� Wr Ik I. ILk - al F+ir,YdtRI4TAii9 ft&—RRemlmnitm k R shvFb is amrAntirl nor _. w Morays drsask nl gdxi(aabar wW k.4rmt 3 09 MAN ANCE PERIOD: A Tk Mainlenanw Penh dull ud far n eeryry Mdata after wnnen mdfiotwn from me Lw.dsape amhimd 10 the "_ of a sticasskl limI walk through Tk nolilication .shall mkt plan orcc all imms un qc walk gmogh porch liar kvc been .6dr rily addtesxd by the e The r c nspomible rut obtaining and following any Inw.r orb crmld slecirially for the projal ft.m IM1e cal the kgiming.r tk tmwlruna period 2. onaIb, sagrtam r c has fma Ire to11111M a1I nl obligati.. Ikllm Ira pd.d will rnd neee an 320533 mt Ldaapc hbiommnx. r.r maimcr rcryomibilik F.NDOFSECTION]29]IO SECTION 3zBRU LANTSCAPE MAINTENANCE PARTI-GENERAL 1 aI SUh1MARY A Thc work irwlM 0 ass*l ev, [gym- malcliatx danspamnm ant equiPmca A—— W r'D. Jet IN, w Wk imtiakd on the Drawings axd ae apairwd Thc CrMd _ .1 Ud Arat 1 sk Dxawl 1 gplf k kYw scniun as lolly a i dh1 r1LW hnem 1,02 R FL.4TF.D REGU Ill EMENTS: A Sccd.n 32P400 Lrigalion Syncm B Salim 329]W Laedaaping 103 -MT : A Prni.iM: 1.1M mY Oftk folbwin, Fmvi,.. 2 Ilabi- 3 InucticiM 4 Ftvteicidc 5 RMem reps... D Pbnling Red: An alm c0^IpnsM o/ Irtes, ahmbs, Rower aM "M wva, mclMwe 8tam I IN DELIVERY: A Fcnihi Gypmm, and Iron S.Iphdl : Deliver m Ile silt in .ngiml vrlmiwebrW v.1i., lwf chemimlamlM came, trek Damew atlwnark, and hlgalIkd iz mnrommae 1. and — i uws InneM of .fib fi f 'rmer, ant gypsum maYak fmishd w ku uiq a edit m iMiotmg qc above iefamolion LL rvkr'slk; tNsnrxr m ae W a .ri.IhlM greptpen redo kgaae I0.1 eda3mg lasb4eseeml Xn1mG.aa .Aranel' eEPA1 rga+ealr rr/e am �....•.� r m1a-,ze we 105 STORAGE: A Fcnilinl Cypaum ben Sulphate, ant Nuld: Smrc w dry lomtivm away Gum meua .m B Pesticides: Do la dort with —1 Iroilueoame end_ Sbn herbicides "dowlmivi" rtbGvc In lk aiTaw fmm oBx pedlWu I.W IfANOLMG. A Domsdrapordevm—dub Gwnvchwks PARTS -PRODUCT. 201 PH A—STERS: A SC Spaif ian,Scdwn:3393W landxaping 2.01 SOIL CONDITIONERS: A Sa Spaifiwlian S, ion:3293(MLa _ing 203 PLANTING BACK FILL: A Sa Spaifrarwn Section: M3W IalWsoping 304 FERTILIZERS: A Sa Spaif lion Sccd.n: OSI WIIdcaping 205 WATER: A g S (`..Hun Section: 3293M landda ing 2 06 PESTICIDP.S: A Sa Spaiflnnon Bedsit: 3:93M Uar ping PARTS-I—CUTION 301 MAINTENANCE REOUIREMENTS DURING THE NDIEeY (W) DAY MAD—ANCE PERIOD: A Shrvb; ant vwcn: Thc cnnbacmr n Imp ... ible fr W rtstondon ant —in.—. of all vepbdkn inchtdd in mete xpaifrakm fr rk d.6- of ft Vinname penM Dunn' Brc f Ian woks Df the tmwlmrcc od the cmmxbr shall ro ]w a amvcy OI' W anal ant WemBy by —1 y, specie; and 1—ion all Ma4 dying, ant dbessed l egemlian Thc connacmr doll k rcxpmsiblc for—ri%dying ant dlwaxcd ng-6- m a kalgy orate m accurdarcc aim _b,d Hwrirnmna Practice ant Trcabrxel Tk btdacmr —hi- and/or owmds rcprewnmlin will k the final aulNniy in &entraining which vegetation id o'W dad m irlmambly datmgd. Rexbnli.n and rcplaamenl of vegdution ie considcrtd mtre ant shall aaom k pfimw. anon as wdr during Brcma Ire pcnad vcgwalmn rcybccmew still k mplishd within 5 days stir the m.—r di --or bat barn nwifud .f the shuwum Dia 1 m dead veguti.e � 1 k _Mant repl...n with 1mbby p1u ul Bo rams spr�ws AB Icplawncw'har• rasa_ approved by de ImWrcapc arcNmw and/m.wndc dprcu.'ak kf pbwing 2 Planting kM W11 kcultinrm plwne4'4 ibmipkd f ''lia4 molc3tnL ant eBlrndicc manmmrd m a went, WI proems r wofca Ull ldbad ApM appewavice al W limes Pbm1 bent shall k kepi —d. BOPhm, WuisseL nbbil ant Ixn Gee GrvvM mva doll ml k dbwd ro gsmv 'v1m Ibwmz. shrvk w bees Pbelbg tide shall k wwhieN in a mmrer W1 provides balarwc bmvcrn W various h,- of davd prtvcats Joteinaoce of my orc <peeies. The wntramw shall pro ant 'mum of IM1rtatircM1 bya of mvkh in all pm i, be& with a cbM VAket of 3:1 m kcx T1rc rnnmclm.ddl pmtiM for tlrc spavl reads of valiom .rlwekc _b1,Y or Mad aegcmli.n rkll k rnmled ant rtpbrotl with Ivhhy pbnrt of Me same spate. ]. Thc evnnanlm Shan maiwain W mil ksel m IN, plan bdc ant re all W. ryda. ant idplbn Piping am covrrd as rewilM. The ronmcbr atoll k re yonnbk W don olsM by mvbawor Dpcm4o¢s m m dJ,lhi vl and m IN, owner, 4 sib— ant vircs 1 k lnmmd prom, 1m 'A L1bdH atl b pamml n M1mIIM1y appmrarrc SM1nbs ed virrc doll W k albwM e �dl mb Slurs arms. A defimk book almll 1 e mammine4 bclwea gran ant shrvb rims le lad arms W mv0anor still mallmiwa Ic want well ld dl hMaapc 5 All A.N, Wi ant other c Ihmmd plm shall k Hit dI ant m ; ACCORraI TO THEIR NATURAL GROWTH CHARACTERISTICS FOR PROPER HE41.Th1 AA[D THEIR FULL HEIGHT AND WIDTHS N ATTRACTNAPPEAR-ICE. E APPEARCONLY NP.w HE lx Awl, hL. ldl? IIYLESS DTNERR�LSE NOTED All ellppiega shall k nmavd ad dirpomd of by the eM of each day. 1'-Miu dull k as HI) wd v e,.- q aao0— aim mdiUam (aI tlprntgh (d) xpecd i, blow. Smvba ant vircs still k himmed m dupe for aesllretk appeararce ant 1m11h w the rleglenry is aas.n lal Remove p—h in fiovl of xmdlms, asxs rroola ways .r wal1 any,— whirl will .bares video w mI steal c crimsae Shmbr amvM Pr of m Wig shall k tnhimmd N maieum mans, p" daractdsriw Ibl Rcmma dmd MIPaW w rlty d keaA1[r w lochs aaW woxrg, rfPk q w+y.fwgfrrrs. Icl E—ly fora ant balvme rk xkW m vabvd powth eharatlednke Ikdges arc m k b-iv 1 ro mamlvn Ihcb Ilamn� gr.wh eldn id— ant -1 allowed m obmmt pdc Ikways Sh— still k albwee 1. mlllpmNly fill Pl.w bear .xlwbn kdgea ant line than rot k limmpd inw lento. puert ant .I g —L, shapes Side grown shall k a11uwM m Iptrw vnlas i w y is in n, of wirl4rwa, Dour rnlmrce ways.Nrem. dnvcvayLpa d art mwalks,antler any grmN4 wbkh will Obdrva "" ' Itl) Remmx gltmhagainxl mover clmcaloru aMeinloany type of elecbicel m mkpkrc lives lkave gmwh w b—waW) li Shrvbs dell k P d m cvmlly f ant bdarwc pbnl Iu naluM grotmh ckxlainls Skint; wekas, ant 1 m 1- of a1— m1 mnfimvwg m d h,dl shape AM sic atoll k removed ..in lypi l EP-Ah habit of iMNidml PL b wah er much kigm ant spread v is pmdicaL Sbmbr shall k M to mmpkmh fill plmlcr beds ] Any deprtuwn w tmwM M Ik bare a xbd,br rob dd m wamr w Place for proper itnganon xkll k mnidaimdm gad .oMhioe m pmvil W men ell ksn applimd.p al wakraM redus A D. col Irani. bAHvc pbal —10iW ae shrews m tk planting k,—i dung Ik mainlssam Paiod r �sraa meatnsv4 red ram M amrkdnY=6 vales +wgvaxg syAa+la e+! dwgB Ye +emnN.ypd as 4r41kW r !e orbs m xrx dw,y dr nalr o—o pI DW oPhw�+epx w: l l .Klw.m.. rating naq, Ap J Iw sly wiwlk LH rd ru3n,. wxiwq. YMdmaep;9 caMtp Im++dIL Ito ekv - n-xrraa x{ 1WLA k Os ml MwrAft xd 2 The mnlranm sM1Pll ten n antler rtplaa Ira sh,kirlg aM Eaying cccsmry as spccifrcd in w . 3n W laedeapilg for W dump m i1 B1c maielwe¢ paved Slakes. fens ant rappond Lk nepceud and Mj.eld leohly m prevent girdling ant mbbW&g, ant m pr.mx< mtuN hvcbpwra of mat Sbtis, cant vgporrs W II k rtm.vcd niry Ik Irtr baomcs mpabj.lc urmppullmE krclf. ] Tren &all k ir1/Aal avm4krE N Wv mm�l pMn9 clvmddaucs m s•xkh fw+ak Wlm Ate ram RN m laattmk Iwapd 3tmhh xN i=w91 wxcwLCor v'�ampfld meter ad tk4';ra'azal pereticn,.( rk WmYwSc-osxw nelel wi. A. xsavmwasa earl k prWs.4 n ameplt aim ANSI C_ I %stay xsraatds sap Ar2t1 ANfi 0w:wd F!K-sn A.+ errs Crr. fh�asa-a I'rwr mw^rt d,J1 ..rbx all cmn w yr l�xx. et.q.w' rynl. W 1ti dana[w. N�aewaxcaI All Alx. -. A 4Y,n,, d:tea d cwd LLaum All ldwu anti kpwwcwdays. Wl ul umsi/r Prmin Vents Pmnbrg w l-Nft Adl Ie as lb I nl avy inm dmmg Bm winHm Paine m s is L w aaoldwce with mMlkes 1a31mwagll (M kbw: la) Rama ddA damigetl m tli¢cartl ww4 m sbwmmlN weak link Ws mry a� a :fry hand Remun imeMbnlg bnnrlx; wssll� am rvbbi�bmeclrea Ito Remove bnn ,aM1kh clld.nEa lonk 1 wh or b-wilM1in ciglsl frc1.f—ft d.ing W Mi vdw ant which obstiun —T. sI- m ,n—lighm. This Wcldca Itamwl of had d, bmkm bnnda m IN, grwnW w sill ks h,, iv the ba lc7 Prwvide rlararce for ba¢; mvvvtg sans ad ahvibr (d) Efi.h.. eM pmenl grownll into etatdml m b:lglkne wMrkxt lives Awiciwm tl: eWar .r wiM an bnrtdles. h might tall an al¢ Ilm 54W tle loam an nmer tlm mId � lg. Iel X�NpwwP el xpean lARN tabus; w[d Rxsaerw a;.e rnwryx see wild w:d whmuct vrsm m men to Ramova penult' amid bmtm Hm ant bnrcM fiom Imes mgwmcra of diamclm w b,.* Prvritle seta.. w broad nyubM fnrf pmkmio; (g) 'Skinirrg.Up'aM'InlbNirlF 4lra is_hbi1 (h) Tapping of hc¢x u_Iibik Wads. 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IeM.empe pbnm halls 2 All pal'1eMs, w[lnding herbkidm, i¢wcdriM; fmlgi[iM; c1c. dull k WIW oey by pvmen N,UM a nIW sloe I— fen cab augury of pest =1 wart involved Any laryhed dam, rnmy. m Iml pwmik fen ryxs;axln, Pllrelarcr; m uw of any pcdkidc doll k obmind ant mmPl'id with a1 m amhimal caprnx b tlr 3 All PeakW doll k p...4 Inmp.rm4 s L kMm4 ant applid in drkl accalmwe with 1k mvmfbcm bbcl. whirl ddl k rcFid—i aim Ik Emdrommeml Pomrkn Agency ant Br Sl u of Califomn The mNnclor shall comply ssim de rtgoirewrnlc of Ik Fcdrnl Insatiridc, FmgkiM, ant RodrnkiM A. 40 QR I7.111. CCT Tilk 3, ant CCR Till A All pa6cidr mar still k Iwupd m aamWwre aim W r irxmene of CCR Ti 1e 3. Salim 6NN ad di —.1 m aeewmlta wills CCR Tilk 22 Erb pcdktde! W. ahallkrgiaM 1forum uMer me Padicular rnvirmernml mdidona vMc whirl H was appned Tk colmclpr ekW anew aLeme art m prtnw any dosage m il1p1 capumi¢adep by mnkiMs m dxgcesdov. wamr, nth, i¢mlt ant M1meaes The � doll k kW reapmm'bm ant I"mbk fen all ebmage me ant elf rtsddng Gem melraMYx pedicidc sec. 4 Pati spraying dull k Wfi n 1 mly oe dill days ant wig k lopped abrn mtfia'onbk walker or oqc mMhionA lad wend w mrlyy made tlr hand b pmomcl m Mababk rcgdation by Mill by d or lending Bmugh tle and Any % 1. ptrgeny m tl¢ebabk d vegelanen amaged tle conaastur � la �rant apprlm�r dun k ryeild m repleed a m aMimmd tlr uwrrr Ll1WD NOTE: TREES, FTANTS, WALLS SDEWALRS AND PMWNENT STRUCTURES OF ANY KIM SHALL NOT M PLMOED INSTALLED, OR BUILT IN CV WD AND USER EASENIB OR RIGNT-0Fi4AYW DUT FRST OBTARUIG AN ENCROrsCHkEFIT FFFMi FROM C fYIO. BASF OF BEARING scmxgis, saaMid�r rtRea rn-arin,la as M crop srmr as x mane' eTlWa u u ml[�e usual £. 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Oros nin Ims mMWm mnlmRms clmn k 2poMammm 1'or irtiption oparatiom CmvaBas droll ako k eMnkm aM roan i! mmsmrY ahcr paa anagtx a. 1'nrf .Lfp (ao.,.4 afl ag�me artt- Io pert JI eataw c}ne..+ Fr m,garieiq Z.fAssI nor arm. aM aAa _ _. lane ✓r+a#k kAx M m¢Me +nml m,P.rs., den acne aasB lanai Aaaer rd I^Va4^ dWirs-a If aho�aa7 vrrrsaf Bur pyar nlwMNr IM "- _.ow,d de mvr�..,z Pcrwa. en RC Np,1M1n n arm M1m sn'eala+awry v abe s, a r}.cn }i@ee me mmrmaor �R Povii a wlp4q h scut Mae m Ruri Ap vJva am vaMc bu mrrn faR M krP tkzPsd N aB Rmm empl when io aaml oix 6 Irripliw eBuiDmmr dull k kcpl cbr of any obshucdoez mdpdkg plum pawakL nirt or olM1cr debris a Mmg Triekkr bade, which pleveN proper opmfioq -,I k rsmovm. The eonh'amor elull k kW reTombk f any damgc b -)j prepvq- cussed by cmeba h ing of hiiption apdpuent ipdudmg slope !m'lum m addiliowl m# b de axxr. 5 TM .wnlraclor k rapemible Rrc the 7—and repair of Al mmpolrcms or the ^^pR^e ay#an mr IM dmmion or tk o-mama:f rrrire n,. melMex irriplkn fgaipmem ilam dww w de m+F�w nvgafrtn dnwillga. Ma;dcfmmc Jmll11 rcpzirs v! lrrrpmerp�rvpr daea:g IM mainlwmee period k ram m addnkml wn b den uw1r. Mainlrnsmc dull ;mhWe MI ml k lim;lm b dr Yolbwing: fal Rory+r w rtylare boYarb miuwg. w ieopmfirx pryer spray bre3 m1d I�ap'np mbrs rol Rcryv or rcplxc i/ ffixrc iryrm— M1nd ri xan. fM-op. miog armx am b..•nz k pipmgr Adiod aM align risers. Rcpdn .sldl iwAude all "ings as Rrnfkd in Ik wigiul IMFIW dnwingz fcl Ckan aM MPm popap fprayinopup Trinkkr head nmv aM mloa m n— aM Ikit gar aM/m 0 mc�aviaez rMck and Mjnq 6r pmpcmvaegt (in nwmrve dm aM debris f emwd ppp-q� aPrry Idx aM papw rokna (e) Raoa m glove fpledana w na:rmr..i g si«m+ vehs-: tfi: a andln M>ealf 4:w lar-.a un r�qr sF,.a• Cbo r+'�..fk Ty1f fuCa.T-x q�: rcp�Y-r +.tuutrd.v m^+eF vfly ha+fa x.ahr lw YaM n-. Im rBWa tiw I..m. I-0a .wl af:fray vam has. aaa k keP kusl wtl1 nimiog gndc ax aM1oxmm the dnwmgx (0 Mammie ioc.rclmirwapksa ceml covovlla ry4mtm gexifed M de Pmdpd 161 syaks mpahs ard apb«mm aball k acuxnplir8m wiith pew prole aM arypmcM tbd m idcnRd w eai�F fh) Tk mntratlary rcToevbk f mTmfd mipliop b, avy vwm dmieglM pcnods ofsy#cm brdWowa b Tle mneermr dM ra Ik mnlrolla m'wmWa-0axC w'xdl muc-0aad" Pdw b tle 60h daY of the eNamuec pviay TM cppextw shall ulmewam the we d ii roil mare ba¢d awamaue xf®g ' a —,kin kirg P^Pah' rvu@ dx pelad kmcm Re eph aM sdda dnx of rm�.wms and f me me gexiRc imlionam Amca ifeceNd E FaRlkm Applbnon Puiog the u.;.n,,..,,,�pakd: I Apply *W iar in a mmmr Rul promoks M1el� glowdl, mbr am 3ppeenercofcaL d vcgdbba at appliotWm rme dcambmm sckom 2930b aagieg aM 329200 TUR f de dmadee of de mamtmm period F Fallen k'egcaJionam Orris RaooveL I TM mmamor droll pull¢ de elks Pojea are mcbdmg all ryvM amr. planwrA bwn aroA sidewalks limladirg rvmm�n aiaezvahal aed traA mcbsmer am mIM filke kavc. Lrae�f aM limbs reprd6•m o!' Img01 m dbntq. doll vepngeb papm, r^^ rigmcee bmm, gmbagc, rocks. am a1ry am all oWn ddm's b peve�—yhliy aM _.., acc�rear dieing +RIaaN aMrsr Y+ez Skfaatka ..48 k n+7.u'arawGG w P..W, y b keep flee ofan, gNRR l'allMed ;kfnx NMI k promPy mmavM and W— ova kgd digml JIc G Rasrtxtrl FfOod.Araaer I Rmosal and kpal duyoml of emtod carmsms uc omsidam a normal maimmblce Csk br the duration of the makkmm perkd Dead aa�a s1o11 k kPBY mmvm mmmoklY vhm diwvam by me conrmor. N Erosion e— I Tkf fwmsfv xaequorA?e Ndary a•uad •mPUnw cr dncf aed sra.Ykay nafP ppPrKuilm asmaa m Fk ffpmaeyWs.M ae.�dm nma4. li de mmxsar tails b noRy' aM LmLLaepc an�nm ao&w owNa rtfaaalrt.e fdasaas,yysrnrylgrrpmw wr k amf eYy nplxr6 iRn de aeeraesm aeeta• RU aryrr.YRfy b>4 eaeuum�ol mafvex aoNm rcpLn m d'vcrtd bysM lmldzcapc artkikn m&w owoeya rtpmammtwe atmaddeuxda wdrm Upon mRf ion vd apeenm of dr alpliebk emcoo mevd roams by tlm Im4crpe aachdmL de owls aM tlm cmeaefnr, ns anaacmr m scgrm bk W i—ldiaky ry.b* ,M mncei, mry progmsxive rifling drtr mry umaa. 3 Fiodm mnool aavapcflmyieelmeb#mtk lmmed w: la) FRlirg rol Raking (c1 Rodoatig ff (dI Pmprdy progm®ing -jgi eopca4om (cj RThatiog lFl PrwWirg add'Ykml noaion mJad mwfkG p.-h m: (N jm mankg (u fi1Rf fabrk (3, My nab fa) hays (sl xin—i% (61 send nags IT apWw mkr emxkn cunRol hsms m rfTmm w mambm knhbv platy maloial aM mbk nbpcs Adddkml aodoe emtibl neaacz mpirM den n, ip— .paatiom Pmg—ii by dK contrarmr dvl did roe latr imo acaml _k am fault fmcliovx of Ik mmmMr will k msNlm aedm rtpairad m dittoed ny 8e La�LLvpc arddkaa aMrm owafs rclmczcnbliss m ro aMil;mW ram w Ik asma. 1. Frcgmmy of Maipkaeea OPnRom: TASK FREQM-.T: FAO. T—g: —11 2 shmb am Vine Remm— a RNnn® - welly 3 waa W. wxkh, A IVmdey Mmby Tme RJryh�m.-mem: Weskh' 6 Trte SmkioF ASRgimM T AS Rrgdmd 8 Rbrix Rerrovd&1%gaoml: Wwhy P wFiim Sya Mamlmaas: R'eetly Id FaJJsar Applicmn MRcg I FaBm Vegemlioxam DebisRrnosal: nve y 12 Rem ofO Animals MRcymmd 13 Re#Iakhiog (bL>mmewd#2lnma): AzR�®cd 14 Emdm Cmlmh Ac BegueeE At Ili ell of IM nilwy mi dw 1ren— poky ft a—i slMl rapes • poa4mamtmaemnah tlumgh weh tle lam�pemmikc lkbeasapy fW aeawaarsee w`aa ekaapS nss ya omkzunry Nyn.eePms y.s E0n m a Fmlf+m✓r twat sdb arg4 zztz!] M�te`advlzG .xt Atz arr4l.vzaj f++l xsah�n �a4 e.vgi w ' Ira[1d�ns..dkomd' Camanor mod Imve (21 rvo pmmml avaihbk wvh rMk potion br do etim kngM ofine eah hmo�a 2 A .wi mR trega vi •c caws iaalupc ae .m uke Pbce rt �aranbvace tree•. MSeavmekamvna aM MinB any 3 a=p:'a' 'uz. Lm —nii wt V dWl vaR Ilvmgll baz han aanleCaF �u m ae nrslam a porch liu or a.Gw-ii pmv'dea mPofmis tat b IM care. aM cmmarmr kf mkw mW rot a is Rae mntar, mspoelbinrybrryra.rglaq am adiMWilaesm Rrp 81.Rn Prior b lalma'vg a fml ppe mmlcmo¢ wJkabaugh Filml POR Mammame WM Tboagh: � armmernmll of a fwl .v>mrt er wart +)+seNR pu sw r-po, naR aasga pun'R iaR � 1r eiaoeP+fi r#:sTmL aadmNat ,wd fiw—b~ da r wf ohs Ix dmae mamrnen lot kz11 vrsa fby5 ga+ --A dwlwb mry k aaufefrf -L lhs fwa''P*R enlczrsr ran tharyn Bar lnlew mep�vwteM wf I Contramer�me a have (21 sw pamnmJ a labk uiW rad;e ceman� krahc mmelmph of tM wah tlewgy 2 Cni'w am fc3nva waY RengY� y nartP avrn e iSP aslmsauma lmrt rm wp3r z4.Yh psopk lid nR keabi co fW Tke vid •sY marayk W lrJf arers of mR gm pN'I ku Naz m�i # pmlimbary Po# eaMease mah Ibroogh ell ®ion aetvWudmg ikcc Aq mminllg hfoncn o tl1c mvxmmac agni�mlmLax;nMwM 3. Ilnre me fieal yo# mamlfpmR oan: Ihmgh;z fvgk¢A sd aey omsbMkg eats eam m t1e Emil prom lig hrvc bcrn addcs¢d th mvnkfeam peiod may roll Any addiumml mlk g^oogba P g me m mmrxa( hub;luy w amens an ;eas m the Pmfn bu desnTed anoYe win k nmauW N u. mro ova A� 8 OF SEMON 328'Sl3 CV WO NOTE: TREES PYAMS. WALLS s AM ANO P—OiWM STRUCTURES OF ANY KM SHALL NOT M PIAMEO, paORLLEO, OR BUTT N C%/0 ANO U5611 EASEMEN150R RIGIlIOFaNAV WO1R)N' FiLSTOBTANn1G AN FNCROACM.1F31i PE18gT FROM LINfO, PROPERTY LINE EXISTING FENCE TO REMAIN BABISxO�EARINGn THs suartv is Tx[ uR[xOr mor Tx vnvsr +n�nou �a 1sn wry rt �r F t9a us eux�uR[om[x wxs s RIGHT-OF-WAY LINE E%ISTIN LANDSCAPE AREA TO REMAIN SECRETARIAT DR. EXISTING DECOMPOSED GRANITE TRAIL TO REMAIN UTILITY EASEMENT I I l I I I I i I I I I fATCHLINE - SEE SHEET 13-2 ? D' W 1D' - 30' NORTH SCALE: 1-10' BENCH wRr.rH xilr 1! sRCt V[+�MOr Y Q ice.-OTr w LA uuiniINDIO BM MBB ELEV 4991t CITY`4547 TI ^` GRIFFIN RANCH wsmL urvnno ) �atln.rnrOar.. u-s�Ier.N1 i..a•MF�� „_ art Da/t5/t7 `"''Tx e. IRRIGATION NOTES 1 THE SE PIARS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY MSA CONSULTING INC. THECONTRACTORIS wDWr FFOR VERIWMO TW AC%*ACT OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S REPRESENTATNE OF THE DISCREPANCIES PRIOR TO BEGINNG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNER'S REPRESENTATIVE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALLUI UTIES PRIOR TO ORDERING MATERIALS AND BEGNNINGWORK THECONTRACTORSHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION -THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR Rt9AW AR RERVLpIG AW E7.NEYFN'4c MATERIALS DAMAGED DURING CONSTRUCTION 1RTIWl OawmB THE F oji Lp m WORK. <. PRESSURE SUPPLY MAINLINE AND ALL IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLYAND SHALL BE INSTALLED WITHIN PLANTING (SOIL) AREAS, CV WD NOTE: TREES. PLANTS WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KND SHALL NOT BE PLANTED, INSTALLED:, OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-0E-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CV WD. MATCHLINE -SEE SHEET 1-3-1 PROPERTY LINE � rt'j '---m'- ��W ��x1.. � � •7. �_ .� d l -.' I ' I r EKISTING FENCE if7j .' ��•- rz 27 I TO REMAIN 7 i7 F 71 L'I ' Yam'. I ry I I r` II r jjjj iI I' i I IRRIGATION NOTES 1 THESE PLANS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY MSA 41 4CONSULTING, INC. THE CONTRACTOR IS r I RESPONSIBLE FOR VERIFYING THE ACCURACY ...... OF THEPUNS COMPARED ORDERING MATERIALS - I A D BEIGNSPRIORTKORDHEREAATERIALS AND BEGINNING WORK. IF THERE ARE I DISCREPANCIES S.THE N THE CONTRACTOR AND FIELD CONDITIONS. THE CONTRACTOR SHALL NOT FYTHE OWNER'ON AGREEABLE TO TO I �I I N WORK OUT THE CONTRACTOR TO THE THE OW OWNER'S REPRESEN TOR FAILS TO NOTIFY j THE OWNER'S REPRESENTATNE OF THE [ r I GINNG WORK, THE CONTRACTOR SOHALLBEERESPONSIBLE FOR QI' Li LU ANY ADOITIONALLABORANDMATERIALSAS f LLJ DIRECTED BY THE OWNERS REPRESENTATIVE (r TO RESOLVE SUCH DI OTHEPANER AT NO Now �- I W ADDITONR COST TO THE RESPONSIBLE z 2,: D TERMITRACTHE LOCATI ON FALL OR Gb ! 4 J OETERTOOR ORDERING LOCATION LS ALL UTLITIES PRIOR TO ORO RK, T MATERIALS AND = BEGINNING WORK. THE C UTILITIES AND SHALL SHALL µl O CLEARLY MARIBLE FO L IEEE EGANO UT11I E RESPONSIBLE FOR PRESERVING ALL UTLITIES ,9� •{. I THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL 1 -�' `•}- - RESPONSIBILITY FOR REPAIRING DAMAGED • � �. UTLITIES AT NO ADDITHJNAL COST T.OWNOOWNER, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1 • REPARING OR REPLACING ANY EQUIPMENT AND 23.0 1B I•r� MATERIALS DAMAGED DURING CONSTRUCTION 1J4 WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. Q 17 E, PRESSURE SUPPLY MAINLINE AND ALL IRRIGATION EQUIPMENT IS SHOWN OLAGRAMMATICALLYANDSHALLBEINSTALLED WITHIN PLANTING LSOILI AREAS. T IMJIIIL WS2 WHERELI'4R AL.fxAnE IS SHOWN SLEEVED. (TYPE F C RENrST RUTREES, PLANTS. CTURES WALLS. STTRUCTU SO ANY PMANKIN. SHALL NOT BE 1 PLANTED. INSTALLED, OR BUILT IN CVWD ANO USSR EASEMENTS OR RIGHT-0E-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CNWD. a+ [ o r t I �T!•LLvw+� 1 �...��.....-.III YDEiVERIM.MG�ff I. xxAT Hn Em.2 PS. ,ss ,3 nRrw ra R6Mw},1 ,g 7enWN suaveu bA „ 1 xnr a+L �. mix 4Y _ •. .�. ,Bxa=I oFor OGARlnoca _ MATCH'_INE - SEE SHEE'. L.3-3 a com ,uau u. x ozos se wI(xw issuuiox[ eTwmp[o�a[a was � ti4sJ�, NORTH BGLE:.,'+• TY eLsuaF.+'sxr[tis�,+ E.i t REVISIONS INDIO BM p99 ELEV. 499.]1 �s�p lAn[+x aC[t.iarn[[r _r �, LiA .p xwq,ga ur O[t'EF LA pyyr� CTi, OE LF1 �U NTfi. C/iL FORMA jn'ILL' y.i r.n p.u.�x Lw rw,e.,s _ �� 454] M.T�.� GRIFFIN RANCH COMMUNITY CLUBHOUSE - TRACT N0. 32879 as 4 MAx[uye 1R IOpntl' ■BN 4lunn—i[ann r. anuwrr w. 04>n51,? w.[ LANDSCAPE IRRIGATION PLAN 95 0o ra° n s� o rpo. cn a a•ana. .,,a r. .. e�,�n Qom T: Foawx or x �/x or s[c rs.I x s.»: a c. s ex. SHEETS MATCHLINE - SEE SHEET I_.3-Z Vr Hiv�c`ew .• I l r 3 0, f FDUNTAIN el: rLME EXIST FENCE S --- 701 IRRIGATION NOTES 1 THESE PLANS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY MSA CONSULTING-INC. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD -- CONOTIONS PRIOR TO ORDERING MATERIALS ----- ANDBEGINNINGWORK IFTHEREARE t� DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS THECONTRACTORSHALL _ NOTIFY THE OWNER'S REPRESENTATNE TO WORK OUT A SOLUTION AGREEABLE TO THE I -' - LL OWNER. IF THE CONTRACTOR FAILS TO NOTIFY W THEOWNER'SREPRESENTATNEOFTHE DISCREPANCIES PRIOR TO BEGINNG WORK. f THE CONTRACTOR SHALL BE RESPONSIBLE FOR W ANY ADDITIONALLABORANDMATERIALSAS LL DIRECTED BY THE OWNER S REPRESENTATIVE (n TO RE SOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER - I W 2 THE CONTRACTOR IS RESPONSIBLE FOR p Z DETERMINING THE LOCATION OF ALL UTILITIES dd _I PRIOR TO ORDERING MATERIALS AND BEGINNING WORK- THE CONTRACTOR SHALL U CLEARLY MARK ALL UTIMES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES Q THROUGHOUT CONSTRUCTION. THE I CONTRACTOR SHALL ASSUME FULL { RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER. 1 3• THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1 REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. 1 4 PRESSURE SUPPLY MAINLINE AND ALL 1 IRRIGATION EQUIPMENT IS SHOWN Y _ GIAGRAMMATICALLY AND SHALL BE INSTALLED 0. WITHIN PLANTING (SOIL) AREAS. C DNOTE: TREES, PLANTS. WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED. OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM C D. O EXISTING DECOMPOSED ♦�, GRANITE TRAIL TO REMAIN ^ y EXISTING LANDSCAPE .t n AREA TO REMAIN 'k•�F•K _ °' °T' """""" Q RIGHTOF WAV 4ewMYMewR??tYxp eFwnwr.wx�rx• SECRETARIAT DR. 41s�' UTILITY EASEMENT Q BASIS REARING e[e wRs n s •I�ru. -- w [010 leeM ..e. x oTW (wo MSUGL2oxELe�WIuuIL T ,un,m,>nnm.n, solnx NORTH SCALE: 1'=10' TENCH nHVMf ua sR RIFie iRMxs6r v --W ; • - — • _ _ _ _ SHEET� REVISIONS weeo.To nrt INDIO BM y99 ELEv 499.�1 - """ c `� °' "' "' `^ ""'"'^ CITY OF LA QU NTA- CALIFORNIA 46 es nlett wr/r.t,mw.n m. wa ww sfs♦[ �F^ 4547 TJ GRIFFIN RANCH COMMUNITY CLUBHOUSE - TRACT NO, 32B]9 a6 t> Hliwa w weer u� m w1ex. namr r. �ew�]xs., w �- - a� x loo x,;mx�u�mx, Ka. exn�laT-lo; oevn un� LANDSCAPE IRRIGATION PLAN grj DAf15173 T� xWPRe p.r �7-i+4.. H.Y. SHEETS MATCHUNE - SEE SHEET L.3-7 EXISTING EXISTING LANDSCAPE TRAIL TO AREA TO REMAIN REMAIN MERV GRIFFIN RIGHT OF WAY WAY ' '^• — — Y t w IRRIGATION NOTES THESE PLAINSO WERE PREPARED USING THE 2q 24 BYR MSA SURVEY LNG, r - INC. THE CONTRACTOPROVIDED CONSULTING, INC.. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OFTHE PLANS COMPARED E ACTUAL FIELD TOWORK ORDERING MATERIALS AND NG"I AND BEGINNING WORK., IF THERE ARE y..I ll l DISCREANCIESBE,TEEOTHE FIELD CONDITIONS THECONTRACTOR SHALL L NO THEOWRE ATIVETO W W 409 �� WORKOUT A SOLUTION AGREEABLE TO THE W OWNER. IF THE CONTRACTOR FAILS TO NOTIFY W THE OWNOF THE U% + DISCRE ESEPRESENTAT�E PRIOR TO BEGINNG WORK, W U THE CONTRACTOR SHALL BE RESPONSIBLE FOR W fn = W ANY ADDITIONAL LABOR ANO MATERIALS AS W DIRECTED BY THE OWNER'S REPRESENTATIVE UJ TO RE SOLVE SUCH DISCREPANCIES AT NO W ADDITIONAL COST TO THE OWNER, 2, THE CONTRACTOR IS RESPONSIBLE FOR Z DETERMINING THE LOCATION OF ALL UTILITIES Z U 11 J PRIOR TO ORDERING MATERIALS AND GINNNGWORK QI U CEEARLYM RK ALL UTILITIETHE S AND SHARACTOR LL BE UTILITIES G + TRE HROUGHOUT HROUGHOUT CONSTRUCTION, THE Z CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR t REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF j WORK. ,r 4 PRESSURE SUPPLYMAINLINEANDALL IRRIGATION EQUIPMENT IS SHOWN N WITHIN PLANTING (SOIL) AREAS. BE INSTALLED ' _ r CVWD NOTE: TREES. PLANTS. WALLS, SIDEWALKS AND - PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PIANTEM INSTALLED, OR BUILT IN CMD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. AT Ef, � Dye H.x�,... �.,..M.I:,-a•, B CCI OF REARING MA TCH.INE - SEE SHEET L,3-J is wx usrnLr w vs +/^ or eIn cans k`f!! — L.?R REVISIONS wwwxo wx HL L INDIO BM p99 ELEV 699.]I ..+..rm ..an s< eRc� �xn..eo- w ±"'"" Y' �� ass' Orly '• CITY OF LA QUINTA, CALIFORNIA SHEET xox 4547 TJ GRIFFIN RANCH COMMUNITY CLUBHOUSE — TRACT N0. 3213 47 a - w'x Qx�rIS/11 LANDSCAPE IRRIGATION PLAN 9 -1. - Vx x or s¢ a SHEETS E MATGHLINE - SEE SHEET 1..3-4 � � ■ BABIB OF BEARINf 77" LINE - SEE SHEET .I rs TxL MsrtxLr w of TxT soimrtwn �sJtn ox w com wld As. x orw W n (xra uzarszd[ umKl xFx � n s Y 1, REVISIONS BENCH INDIO BM 099 ELEV. 499.71 uW�xN+yusui'YrLh�wwv Ax"'•% ► J'4CIrpxLfl' WR. wl �yp/� x4oF fYt4lr. IIYa x. T]C W 4'.i®S MMNF 41gNt I #OK[IN41 # wvm+ GM+ba1. ' 0' S ID 2000' NQRTH BQN1=f'+1G' IRRIGATION NOTES 1, TN ESE PLANS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY MSA CONSULTING, INC. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS ANDIl9GR0&IGWDRIL FTHMMAFE5 DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO WORK OUT SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOITFY THE OWNER'S REPRESENTATNE OF THE DISCREPANCIES PRIOR TO SEGINNG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANV ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNERS REPRESENTATIVE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER, 2 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TOOW NER, B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. 4, PRESSURE SUPPLY MAINLINE AND ALL IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY AND SHALL BE INSTALLED WITHIN F-ING (SOIL) AREAS. CWWD NOTE: TREES. PLANTS, WALLS_ SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED, OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CV WD, U MA T CHLINE — SEE SHEET L 3-5 R � ` f f = f� IRRIGATION NOTES f 1. THESE PLANS WERE PREPARED USING THE SVRVEY INFORMATION PROVIDED BY MS4 �r CONSULTING, INC. THE CONTRACTOR IS f ` RESPONSIBLE FOR VERIFYING THE ACCURACY -_- OF THE PLANS COMPARED TO ACTUAL FIELD qL ]e --- r � IN S PRIOR TOOR DERING MATERIALS AND BEG �; '-_ 'Y.• f AND BEGINNING WORK, IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND _ _ f FIELD CONDITIONS, THE CONTRACTOR SHALL -_-_-_-_-_-_-_-_ -_ NOTIFY THE OWNER'S REPRESENTATIVE TO LU LU WORK OUT A SOLUTION AGREEABLE TO THE W = - u THE OW IFTHE CPRESENTTI FAILS TO NOTIFY W THCREPAN I S REPRESENTATIVE TO THE LU - -_ DISCREPANCIES PRIOR TO BEGINNG WORN, _U THE CONTRACTOR SHALL BERESEONSBLE FOR W ANY ADDITIONAL LABOR AND MATERIALS AS W --- -- , W DIRECTED BY THE OWNER S REPRESENTATNE f W - ---- f (n TDR NAL SUCH DI THEO NER, AT NO AOOITgNAL COST TO THE OWNER. W 3. THE CONTRACTOR IS RESPONSIBLE FOR - ARTIFICIAL TURF '� Z DETERMINING THE LOCATION CF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND U _ ----- _ PUTTING GREEN -- BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY ARK ALL UTILFIES AND BE ALL ~ f Q RESPONSIBLE FOR RESERVING ALLHUTILITES c - THROUGHOUT CONSTRUCTION. THE 2 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED " ' ------ -_ r UTILITIES AT NO ADDITIONAL COST TO OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR - f REPARINGORREPIACINGANYEOUIPMENTAND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMB OF f WORK, 4 PRESSURE SUPPLY MAINLINE AND ALL .i•:..__: I IRRIGATION EQUIPMENT B SHOWN _ --- - DIAGRAM MATICALLYANDSHALLBEINSTALLED _------------ --- ----- - WITHIN PLANTING(SOIL) AREAS. -'---------- �r. 1f� EXISTING LANDSCAPE AREA TO REMAIN CV WD NOTE: TREES, PIN., WALLS. SIDEWALKS AND �. RIGHT OF WAY EXISTING DECOMPOSED PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE GRANITE TRAIL TO REMAIN PUNTED, INSTALLED. OR BUILT IN GV W D AND USBR 1Yin EASEMENTS OR RIGHT-0E-WAY WITHOUT FIRST OBTAINING UTILITY EASEMENT AN ENCROACHMENT PERMIT FROM CV WD. SECRETARIAT DR....: x4.Kx.pn :.Z. % •LR ,61�'.4+'4L+RfX]I'. Pwn w u q[ • M �� •nn. _ •'� NORTH SCALE:V 10' Lam~^• � '^3 REVISIONS weaovzo drt INOIO BM 099 ELEV. 69971 L. • CITY OF LA OUINTA, CALIFORNIA SHEET as serxe x e/e n* xanwzs eov :rE w um �, •. r 4547 etz GRIFFIN RANCH COMMUNITY CLUBHOUSE — TRACT NO, 32879 49 n.mvo zo. seo oo worn m wm0 norm r ancalLxs.i n P05""L °F''"10 I 1wx�».H •.Nc., lLe.urxr:e. 'ha ��x, 0 4 hS/13 W orn LANDSCAPE IRRIGATION PLAN 95 sI, SHEETS RIGHT OF WAY EXISTING LANDSCAPE y ASWATORFAYH !!! V [ YTY EAM BASIS OF BEARING a nE EYSRv[r uu[ or Tx PIVn(i6* [S�r.[NaNs mCc w Mm l.Ma .as. M ofAT ]e ww �(eW 6]SuuEox[ 6rq� o nER [aK MATCHLINE - SFE SHEET L,3-4 "N� L 9� LOT 40 MFR' cR�F��N '440 10 5� MATCHLINE - SEE SHEET L.3-8 (? o- s IT NDRTN SG4LF 1'x Ip reVm fc a4 +�R+wYs4 A'�' • Gxp U4YH[{ �asaT CI.T` •�^, -- GWIPiIti RFK£} PfHrn. tl.. u.wwll•.u� MaTM. r. .uauwai a. Difli/t5 "`TJ urz IRRIGATION NOTES 1. THESE PLANS WERE PREPARED USMG THE SURVEYINFORMATKINPROVIDED BY LISA CONSULTRJG, INC. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK, IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO WORK OUTA SOLUTION AGREEABLE TO THE OWNER, IF THE CONTRACTOR FAILS TO NOTIFY THE OWNERS REPRESENTATNE OF THE DISCREPANCIES PRIOR TO BEGINNO WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNER'S REPRESENTATVE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRN1R'?OORpERINp MATEBHLiAW clt&ft m&orK fL xHe QamwDTde w RESPONSIBLE xMAncALL RESEEBflA ALL RESPONSIBLE FOR PRESERVING ALL UTILITIES TNROIX CONTRACTOCTOR IL T R SHALL ASSUME FULLL. R SPONSIBILITYPORREPAIRINGDAMAGED 'i UTILITIES AT NO ADDITIONAL COST TO OWNER 3 THECONTRACTORSHALLBERESPONSIBLEFOR REPARNG OR REPLACING ANY EOUIPMENTAND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. C. PRESSURE SUPPLY MAINLINE AND ALL IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLYAND SHALL BE INSTALLED WITHIN PLANTING (SOIL) AREAS. CVWD NOTE: TREES. PLANTS, WALLS, SIOEWAU(S AND PERMANENTSTRUCTURESOFANYKMDSHALLNOTBE PLANTED, INSTALLED -OR BUILT IN CV D AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINMG +l i 61CRDACJ Vijf F PpIMR ikM! CIM�D ci W U) W W W Z C r r r r BASIS OF BEARINGS T ii: ox iai :v6seas�ns +:mvArno usa �:sif o5°'n io«s n s r r r r r r r .. QMA. F HLINE - SEE SHEE- - 2-? MATCHL!NE -SEE SHEET L 3-9 EXISTING LANDSCAPE AREA TO REMAIN EXISTING PARKING (2 EXISTING LANDSCAPE AREA TO REMAIN E1BSlDry DELpL "11C DRAiliiE 7&J40.76 REWW NORTH SCALE: 1"=10' IRRIGATION NOTES 1. THE SE PLANS WERE PREPARED USING THE SURVEYINFORMATIONPROVIDEDBY MSA CONSULTING, INC THECONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AN DBEGINNINGWORK. WTHEREARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO WORK OUTA SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S REPRESENTATVE OF THE DISCREPANCIES PRIOR TO BE—NG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIO— LABOR AND MATERIALS AS DIRECTED BY THE OWNERS REPRESENTATNE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER, 2, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER,. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR REPLACING ANY EOUIPMENTAND MATERIALS DAMAGED DURING CONSTRUCTION WTRIIN OR OUTSIDE THE PROJECT LIMITOF WORK, J. PRESSURE SUPPLY MAINLINE AND ALL IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY AND SHALL BE INSTALLED WITHIN PLANTING (SOIL) AREAS. CVWD NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PI -ANTED. INSTALLED. OR BUILT IN CVW D AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. zI LOT 233 I BASI�O� F fREARIHti mNN'SUMYR¢� EM1uLM ¢Peusl[9 rce Cons e�inn0e5 xmc ra coTo w1DD Axe x IAA N u xoxcVe unM 1 MATCHLINE - SEE SHEET 1- 3-8 7 @1 IRRIGATION NOTES 1, THESE PLANS WERE PREPARED USING THE SURNEYINFORMATKDNPROVIDEDBY NSA CONSULTING, INC. THE CONTRACTOR IS UTILfTV EASEMENT RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS RIGHT OF WAY AND BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER S REPRESENTATNE TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S REPRESENTATNE OF THE DISCREPANCIES PRIOR TO SEGINNG WORK, r THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNERS REPRESENTATIVE TO RESOLVE SUCH DISCREPANCIES AT NO ABORb CLTSTTO THE OMIIiR SECRETARIAT DR. 3 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OFALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORIC THE CONTRACTOR SHALL CLEARLY MARK ALL UTLTES AND SHALL BE RESPONSIBLE FOR PRESERVNG ALL UTILITIES THROUGHOUTCONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO AD OMNAL COST TO OWNER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. 4 PRESSURE SUPPLY MAINLINE AND ALL IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLYAND SHALL BE INSTALLED WITHIN PLANTING (SOIL) AREAS LOT 57 0aLI- - - NORTH SCALE: 1-11 r' A, a elexxw � bn a u 4T C sa 54 - u GRIFFIN RAP wc- ovmps CVWD NOTE: TREES. PLANTS, WALLS SIDEWALKS AND PERMANENT STRUCTURESOFANYKINOSHALLNOTBE PLANTED, INSTALLED. OR BUTT IN CUWD AND USER EASEMENTS OR RIGHT-0E-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. IRRIGATION SCHEDULE 5-BOLL MANUFACTUFt IDDEUDESCPJFiiON ml ®® Hun[er MP. DOC PROS-06{V 40 surf Rotator. G' 115 24 cm7 pop-up vn[fi cM1cvl e prcszurc regvUked tc 40 psi (2.]G bar), MP Rob[ar on PR540 body. M 21 >J/ arc 90 lea 21 O L=Lynt Blue 2.0 t. to 270 2]0 arc, O-Olive 3GO .- WO Hunter M12000 PROS 06-CV 40 Turf ROCatAr, G' (15>24 cm7 pop-up w[h factory instilled check valve. pressure regulated to 40 q� (2. W'). MP Rnts[er noazle on P1510 body. r, Black ad) arc 90-210. G-Gree I arc Z I 0-270. R- Wd 360 arc. artk4 u&B Rain Brd RV5B-L-SOCY. 30 a '� dot U'atering System with 4 0' evmeter x 36.0' with looting grate• semi-ngid mesh [ H neck Valve and Sand SeBrd bubbler Ram op:mn as mdira'.ed: 140t 0 25 gpm., 1402 0.5 gpm, 1404I4G8 2.0 qPm. 'Al P In Bmd IB04-SAM-FR5.I 4_ F-1 30 Flood Bubbler 4' popup w4h check calve aM prc.surc rcgularcr 5NA50L.A.INUFALTUREWMODEIIOFSCP.IPFIO�f Rain Bird XCZ-LF-I CO-PP,F Low Flow Dnp Ca Kit. I -low Flow Valve. 314' Pressure p<gulab1, 1 N-, and 30pai Preseurc Regulator- 0-2gp5gpm. Ram Brd xcz PRB I00-corn Ve Plas plow Drip Comrvl Kit for Commereul Applications. 1' B0 Valve vnth I" PE513 Valve and I• Pre± Regulating 4Gp±i Ou 1-clr 5a±' Fitter. 3gpm to 20m1m Rain Bird XC2-I50-P KIL.M c KIL. br Lame Cummercvl OF, Flnw COnt112' P Dnp Zones, I-1/2" (401 Valve with two I" FfeS Fev Oumk-Check 9»ket FII[e17. Flvu rage: I5-0Ogpm. F ,: I30 Ne:a1 TL050IAFV-1 Automatic flush calve I/2" male p.pe thread Lxal19'.:i±�a.x 4aerxl axr wvAe�btkr m ie ale 5a 4)cWL rvs+Pv.Ga: w[.aaR"r! lhaa f•Ismr. PR+w>a4s N10.SyNr-ya4, I.O�ar•�'w-'K#ne # a u*' arat rpfXl. whh I;�I'[ lYaf a iMrw D�a�E. 7Ke scM1idulc C i Raln Blyd XBT-PC 51'1l 0u 15111-1 a single Outlet, Prezwre Coinpens»ing Dnp Emrttcrs. Flow me d I .Ogph=bla . and 2.Ogph-rcd. Comes wkk a 1/2' FPF mkt x barb outlet. See Emttrr ScMeduk Area to K-or,pow LX NNTLCV14-12 (12i (2) iechllrc Pros±are Compen±akiny Land+cape Daphne with Check Valve OAGPI1 emk x 12.0' O.0 15,Fl a »<ral±spaced at 12.0' apart w to en a -offset for EnanquUr pattern. 1]mm Area :a Receive Dnplire Nebf�m TLCV-06D (I2) T-11- Pressure Lampensatmg LanAsrape Onplme wth Check Valve. 0 6GPh emrt[ at 12 O' O C Dnpline laterals spaced ale 111)' apart, 'w[h em4ters offxc for tanyular Fa[tern. 1]mm Pro to CNve Dnpune 4-ne IF-1 TLCV-06- 8 (I B) Techh Preswre Lompensuing landxapc Dnphnc wth Cfeck Valve. D GGPh -11,n a IB-0'D.0 DnF,1-la[enh spaced at I d.D" apart, w:n cmltcen offset for [ranyuUr pattern. 1]mm Area to cbLCJ -121 Ilhm TLCV-26- 2 12) Techhne Pressure Compensab LF d ' Drpline vnm Check Valve 0.2nGPH emitters at i 2A' O.L Dapla,e la[eroh sryced at 12.0" apart, wi['n a 11- Fr- for tnanqular pattern. 1]- BASIS OF REARING sttllox�l4 7 �w a wuM P ¢ ]6E�. 56wtrrs ¢ram PmmxS t5yr�m¢ xoc u min taxfx As. x 4rwx w (uas u u z4xk a 4aw44 5YMBOL aY LiKiCi11RY91RiZit�df Ram Bird PE5B 1-1 /2 2' Plastic Indu±tnal Valved tow Ftow Operating GPabINy, Glebe. Cvnllgirmon. With Scrvhber Tech-Ib for Reliable Perbrman[e m Dirty Ws[er Imyation :pplicaben± 0 Ram Bird 44-LRC Bass Ouick-Coupling'JI w[M1 C Corrosion PnIXaid 5[n1Bteel span,.. locking Thermoplastic Rub- Cover, anA 2 1 Bodr. % Nib o T-560-5G-R-66-LL Stainless steel ball valve ±hut vff valve Ran Bird PESB 2" 2" PUSHc In4at c. Low Flow Operating CaCbu pablliry, Gbbe vnrigurabon. With Scrubber TecMolayy far Reliable Pedo�mance in Daly Water IrngaLlan Applications, Febcs 825Y 1-1/2" Reeuced Pre.± B#ckfl- Prraen[er hunter ACC-4200-55 12 Station Outdeor le'Controller. Wkh five ALM-G00 module nigh -End Comnurmal ILI Stainless Steel Labnet. ® Hun[cr MlNS-FR Weather Sation with e wind sensor and 20 VAC trcue sensor, . 55 amp 5 year warranty 1 ❑K Water Mrttr 2" SOurre Dab Provider) ?j MSA Irnganvn Iatcnl Lmc: PVC Scn�ule 40 - lrnC Mainl40 PVC and Cb» 315 40 to -1/2'. PVC CUw 3 5 5DR 112' PVC0 13 5scM1edulc 13.5 for pipes Zand Uryen --- --- 151eevc: FVC 5.,e Ve 40 Pipe ±leeve xc xall allow II ppmg and [Heir rel#cd wuplings [o c»uy elide :trough ±leewng matmnal fxtenb ±Icevez lB ache beyond edges. of paving or cons[rvct�on Irn;all e where amvee. w x�vao, sir, CRITICAL ANALYSIS Gn:cd 2013-04-03 23 DR P.0 C. NUMBER 01 W r 5-- Informrt:on: -carte Dab P W M5A now vaL Watts MEtea BM- 2' Ft. Ava bI W 120.00 gpm PRESSURE AVAILABLE 51bc Prcnurc a: MO: ED 00 psi Elevation Lnanue: 5 DO k Servic Lne Svc: A^ywca!^c v„c tat ' I/2' MCI)Nf Pressure Avmlable ]] DO q DESIGN ANALYSIS Mrt qM 42600.000 g haAw; Rcsidwl Flaw Pva,labk: gppnm 74.00 ,pm C+o' Shty� Desg� Prczzum- Elev. hi M1cad [e calve: 4 40 GO Fsi D DO psi Ppc Los^ Cn]o1 Head: 3.65 ps, Loss hm Tactor: Lass thror.ugh 4aWc. 0.53 ps. 3 57 psi Pressure Reg at Cri4cal Station: 4] B p±' Low fer F[tings: Low for M Lnc: Low lI_ MCC to "I_ Deviation: I G 1 1,, y, p m Loss fur Bxknow: 12 l 10 psi Loss for Mar.[er 4alvc: 4 , 4 80 pit Lass for LNater Meter: Latical5btion Frrnurc at FOG: O 92 ps 68.50 psi Prcwurc Avauablc: IPressure PwilaNe. ]].o0 psi A.50 psi 9 10 1 1 V ROUND VALVE BOX (DO NOT CUT) 2. QUICK COUPLING VALVE S TOP OF MULCH (OR SOIL WHEN TURF) 4 PVC SCH SO THREADED NIPPLE 5. 1' MIP X PIP SCH aD 90 ELL (2 REQUIRED) 6. 3/4' GRAVEL UNDER AND AROUND VALVE BOX- FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC ]. PRESSURE SUPPLY LINE AND FITTINGS- SEE PLANS FOR SIZE 9- GALVANI SCH 40) 36' STAKE WITH SPRINKLER TIES 9. 1' X III SCH SO NIPPLE 10 1' PVC SCH 40 STREET ELL r J QUICK COUPLING VALVE SCALE: N.TS 3. 4. 5. 6. B 1. 10- ROUND VALVE BOX (DO NOT CUT) 1 TO- OF MULC31((SR SO& "N 3, ISOLATION BALL VALVE WITH OVAL HANOLE 4. S'DIAMETER CL I PVC SLEEVE(SET ON TOP OF VALVE) 5. SLIP X MIPT PVC SCH SO ADAPTER (2 LOCATIONS) 6. SUP X SUP 45 DEGREE ELL (4 LOCATIONS) T. 3/4' GRAVEL UNDER AND AROUND VALVE BOX- FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC S. PRESSURE SUPPLY LINE- SEE PLANS FOR SIZE ISOLATION BALL VALVE FOR PRESSURE SUPPLY LINE UP TO 210 SCALE: N TS DIRECTION OF FLOW 1. BACKFLOW PREVENTION DEVICE z. PROTECTIVE ENCLOSURE 3. CONCRETE PAD BACKFLOW PREVENTION DEVICE fX1UBlE CHECKVALVEASSEIIBLY ..® �: N.T.S. n �NUFACiURERSx� I. E]REWOR WAU.MCNNTf COtliRtN,4Eit FASTEN TO WALL PER MANUF SPECMiCATIDN9. SEE LECOr6 FOR C 9RTRIXl.ER ✓MFORta1iDN. 2 COORDIMATEAND CONNECT 110 VOLT POWER SUPPLY (HARDWIRED OR OUTLET) WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 3 LOW VOLTAGE WIRE IN GRAY PVC CONDUIT(T DIA.) WIRE TO BE SLEEVED IN CONDUIT TO 1B' BELOW GRADE. 4. SWEEP ELL 5 FINISH GRADE 6 LOWVOLTAGEWIRETOREMOTECONTROLVALVES �\ WALL MOUNT CONTROLLER �1 SUBTITLE SCALE: M=1'-0' MODEL MWS-FR Q DP )MUM MOUNDNG HEIGHT 6' ABOVE GRADE i Q 2- PIPE MOUNT TO POST OR WALL. 3 QWDH CONDUIT CLUMPS RUN LEAD WIRES TO CONTROLLER ®SLEEVE IN CONDUIT TO BELOW � GRADE. NOTE: / FOR MOST ACCURATE TEMPERATURE SENSING, ROTATE THE MWS SO THAT THE THERMOSTAT PORTION POINTS SOUTH. THE MWS IS DESIGNED TO MOUNT ON A POST OF 2- PIPE, ANY COMBINATION OF PIPE AND FITTINGS MAY BE USED. �;� MINI -WEATHER STATION SCALE: N T.S 9A515 GF BEARING _ XtKAST t/n of x'R b Cso Tu¢x a. x ozw x�i (xn M u ioxCxe uTwt vCx Caxs snmia 1 10' ROUND VALVE BOX WITH LOCKING UD 1. NOT CUT) 2 WIRE CONECTORS PER SPECIFICATIONS (ONE FOR EACH SPLICE) LABEL ALL WIRE ENDS WITHIN 1' OF CONNECTOR 3 TOPOF MULCHOR FINISH GRADEOFTURF 4. ELECTRIC CONTROL WIRES AND COMMON WIRE 5. W1 GRAVEL IN, UNDER AND AROUND VALVE BOX-FILLTO TOP OF HOLES, WRAP WITH FILTER FABRIC 1, PVC SCH 40 MANIFOLD PIPE - SIZE PER PLANS (LOCATE UNDERNEATH VALVE BOXES) Z. ELECTRIC CONTROL VALVE 3. HEAT BRAND ALL VALVE BOXES PER SPECIFICATIONS 4. PRESSURE SUPPLY MAINLINE (SIZE PER PLANS) 5, CONTROL VALVE MANIFOLD (5 VALVES MAXIMUM) 6. BALL VALVE TO MANIFOLD T, BALL VALVE TO QUICK COUPLER B. QUICK COUPLER - PER PLANS m 19 I 1. TOP OF MULCH 2 VALVE BOX WITH COVER 3 30-I NCH LENGTH OF WIRE COILED- PROVIDE WATERPROOF CONNECTION ATSPLICE C REMOTE CONTROL VALVE: RAIN BIRD PESB SERIES 5. PVC SCH N NIPPLE, CLOSE 6 PVC SCH 0ELL T, PVC SCH NNIPPLE, LENGTH AS REQUIRED B. BRICK (4) LOCATIONS 9. PVC SCH W NIPPLE (2- LENGTH, HIDDEN) AND SCH 40 ELL AND SCH 4D ELL OR TEE 11, PVC BCH 40 MALE ADAPTER) LATERAL LINE CONNECTION II. 34NCH MIN DEPTH OF 3M84CH WASHED GRAVEL 12. PVC PRESSURE SUPPLY LINE PIPE WIRE SPLICE CONNECTION MANIFOLD CONFIGURATION REMOTE CONTROL VALVE 1 l FOR LOW VOLTAGE CONTROLLER WIRES FOR CONTROL VALVES AND QUICK COUPLERS L11 FES SERIES 1111 e�.eU 1111 SCALE N,T.S. SCALL N T.S. J SCALE: N TS 1 � I— — asnr-- 1 HARDSCAPE PAVING 2. BACKFILL MATERIAL (FREE OF ROCKS AND DEBRIS GREATER THAN 1 3 NON -PRESSURE LATERAL LINE SLEEVE, SEE SPECIFICATIONS 4. CONSTRUCTION GRADE SAND 5. DETECTOR TAPE (ABOVE EACH SLEEVE) 6. PRESSURE SUPPLY LINE SLEEVE, SEE SPECIFICATIONS T CONDUIT (FOR WIRE), SEE SPECIFICATIONS TRENCH �1 BELOW HARDSCAPE SCALE: N.T.S. 1. MULCH L vITH FCT VC 3CATRwT 2, FINISH GRADE ��- 3. NON -PRESSURE LATERAL LINE, SEE SPECIFICATIONS 4. BACKFILL MATERIAL (FREE OF ROCKS AND DEBRIS GREATER THAN 1-) 5, DETECTOR TAPE (ABOVE EACH PIPE) 6. PRESSURE SUPPLY LINE, SEE SPECIFICATIONS T. WIRE. SEE SPECIFICATIONS B. CONSTRUCTION GRADE SAND(6' ABOVE AND BELOW PRESURE SUPPLY LINE) TRENCH IN LANDSCAPE SCALE:% srv�w v I y,T„�- - r Y] tl LA 00a +�� 4547 _ w — vxrz 04,1551T3 ".Ta •• 1. TOP OF MULCH 2. VALVE BOX WITH COVER ]. 304NCH LENGTH OF WIRE. COILED - PROVIDE WATERPROOF CONNECTION AT SPLICE A, CONTROL ZONE KIT - RAINBIRD XCZ-10DI150-BCOM(INCLUDES BALL VALVE, PESB VALVE, OKCHKBASKET MTER AND PSIAWX PRESSURE REGULATOR) 5 PVC SCH BID NIPPLE, CLOSE 6- PVC SCH SO UNION FOR SERVICING ASSEMBLY T. PVC SCH 40 MALE ADAPTER B. PVC LATERAL B. 34NC14 MIAL DEPTH GF 3N-D10H WASHED GRAM 10. BRICK (4) LOCATIONS 11. PVCPRESSURESUPPLYMAINUNE 12, PVC BCH 80 NIPPLE CONTROL VALVE ` / +•yaTR TIAgKET RTEP V SCALE: N.T S. 1. TOP OF MULgqC¢qH�4G 2, Mµ D.TSGPM{�V�LEA WITH FBeiA,aRAT'EBwING14a1A>�EI""L4dif4Y. Si E APT L51.-=T. M[1 dA51tEf CN#BTER 3. RUGS SOCK 4, LATERAL LINE 5. PVC SCH 40 TEE OR EL ROOT WATERING SYSTEM �� 4YRR al:AlhEII,MGrydE -. e SCALE N.T.S BASIS AD OFw BEARING nrs saucT ¢ ra Ds i/�. a� 11a[ — Arm n x mUXB N (HN S1Su ial� . MTL:; 1. PRESSURE COMPENSATING FULL -CIRCLE BUBBLER 2 PLASTIC ADAPTER: RAIN BIRD MODEL PA -SO 3. MP -UP SPAY BODY: RAIN BIRD MODELIUM 4, TOP OF MULCH (OR FINISH GRADE) S. 1124NCH MALE NPT X A904NCH BARB ELBOW: RAIN BIRD MODEL SBE-050 fi PVC LATERAL PIPE T SWING PIPE, 124NCH LENGTH: RAIN BIRD MODEL SPAN B PVC SCH 40 TEE OR ELL 1. MP ROTATOR (MPR40-12C OR MPR40fiCV) WITH CHECK VALVE 2. TOP OF MULCH OR SOIL IN TURF) 3. HpiTEAZMAIGJITaTr 4. LATERAL Eµ OR TEE 5. LATERAL LINE POP-UP BUBBLER MP ROTATOR PRESSURECOMPENSATING,FULLCMCLE / } 1M3H B11'EPo1l. Cl[-CX VAL'•E SCALE:3-=1'-0"1-9GLE: 3'•1'-0' XFS D"ra MaXlmum Lateral Lar*ft (Peal] T2' Td` Scae 4' S_ Inlet NaT--- 4 {GPRF} NOD:B +.15 Nani1 F'yr lr^ ou D.B 7- D.9 0.9 0.d D.9 15 255 194 357 273 — 34; 20 291 220 40B 313 S14 I "A 30 350 266 494 376 622 478 40 396 302 560 428 705 541 50 434 333 ElA 470 77S 1 594 NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER 13PA01)tiG i0 BE BASED 9N fiOl AWE, P1ADrT MATERIAL$ AND CHANGES IN ELEVATION, SEE RAIN BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN W THE ACCOMPAM'INGTABLE 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.. 1. EASY FIT COMPRESSION ME (MIN BIRD MDCFTEE) 2. TOP OF MULCH A luesuRFACE ORVILR T11i[ATr 4. TOP OF SOIL 5. INLINE DRIP EMITTER 6. TIE DOWN STAKE(RAINBIRD TDSOSO WITH BEND) 1, PLACE s 10—$TAI(E$ EV ET' S N SAND 4 IN LOAM AND T N DUY. Z I�TIEDOWNSTREAM _ON � OLeG o TME CHAUOE OFSIMMOK I �WERRTNN P-11TRENCHEOINSTMIwTbA¢DDNOTREOURETIEUOWN SUBSURFACE DRIPLINE TUBING SUBSURFACE DRIPLINE TUBING NOTES pNO MAXIMUM LATERAL LENGTH TABLE BURl4L SECTION I77 r ,v SCALE: N.T.S. SCL€NI >Y: r. 1. DOUBLE CIRCLE OF DRIPUNE IRRIGATION TUBING PER IRRIGATION LEGEND, CONNECT BOTH ENDS TO BLANK DRIPLINE SUPPLY TUBING 2 MULCH PER PLANTING LEGEND 3 PLANTING MIX 4 SE ,L OUMIDE OF CONOUIT AND POT5 DRAIN HOLE WITH S WCONE CAULK (MAINTAIN OPENING BETWEEN CONDUIT AND DRIP TUBING TO ALLOW FOR DRAINAGE) 5. 6" DEPTH WASHED STONE WITH FILTER FABRIC ABOVE fi PAVEMENT PER PLANS iM'SLANKDRIPLINETUBING B I' CONDUIT, INSTALL PRIOR TO HARDSCAPE 9 12"X12"X12 WASHED STONE DRAINAGE SUMP IN PLANTING AREA, WRAP IN FILTER FABRIC POTTED PLANT 4t4 WITH DRIP IRRIGATION 1. P4GEXHAUS'HEADER 2 PVC SCH 40 TEE OR EL (TYPICAL) 3.. FLUSHVALVEASSEMBLY, SEE FLUSH VALVE DETAIL 4 BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL) 5- DRIPLINE TO BE INSTALLED 2W FROM PERIMETER (TYPICAL) 6. PVC SUPPLY MANIFOLD T AIR RELIEF VALVE: SEE AIR RELIEF VALVE DETAIL S Z POLYETHYLENE BLANK TUBING: RAIN BIRD XF SERIES 9, BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) 10 SUBSURFACE DRIPLINE SEE BURIAL DETAIL 11. PVC DRIP SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 12. BARB X FEMALE FITTING: RAIN BIRD XFD-FA4nS FITTING 13 W4- PVC NIPPLE, LENGTH PER BURIAL AND TRENCH DETAILS 1 PVC EXHAUST HEADER 2 PVC SCH 40 TEE OR EL (TYPICAL) 3-. FLUSH VALVE ASSEMBLY, SEE FLUSH VALVE DETAIL 4. BARB %MALE FITTING: RAIN BIRD XFD# A FITTING (TYPICAL) S. DRIPLINE TO BE INSTALLED 2'4' FROM PERIMETER (TYPICAL) 6. SUB-BURFACE DRIPLINE SEE BURIAL DETAIL T AIR RELIEF VALVE: SEE AIR RELIEF VALVE DETAIL S Ya'POLYETHYLENE BLANK TUBING: RAIN BIRD XF SERIES 9 BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFO-TEE OR RAIN BIRD XF ROSS(TYPICAL) 10. PVC SUPPLY HEADER 11, PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 1, PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 2 FVC SUPPLYHEADER 3. FVC SCH 40 TEE OR EL (TYPICAL) 4. BARB X MALE FITTING: RAIN BIRD XFDMA FITTING (TYPICAL) S. BARB X BARB INSERT TEE OR CROSS 6. DRIPLINE TO BE INSTALLED 2.4- FROM PERIMETER (TYPICAL) T. SUBSURFACE DRIPLINE SEE BURIAL DETAIL B, AIR RELIEF VALVE: SEE AIR RELIEF VALVE DETAIL 9. 1'x' POLYETHYLENE BLANK TUBING: RAIN BIRD XF SERIES 10. BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR RAIN BIRD XFO-CROSS (TYPICAL) 11. PVC EXHAUST HEADER 12, TOTAL LENGTH SHOULD NOT EXCEED LENGTH SHOWN IN MAXIMUM LATERAL LENGTH TABLE 13 FLUSH VALVE ASSEMBLY, SEE FLUSH VALVE DETAIL 1- IV ROUND VALVE BOX (DO NOT CUT) 2. 314'AUTOMATIC FLUSH VALVE 3. PVCSCH BORISER 4. PVC SCH 40 FIPT X FIPT ELL 5, W4GRAVELUNDERANDAROUNDVALVEBOX-FILLTOTOP OF HOLES, WRAP WITH FILTER FABRIC 6:- LATERAL LINE (PVC EXHAUST HEADER) SUBSURFACE DRIPLINE TUBING %1 SUBSURFACE DRIPLINE TUBING AUTOMATIC FLUSH VALVE ASSEMBLY ,.. ENDFEEDLAYOIIT SUBSURFACE DRIPLINE TUBING FOR DRIP IRRIGATION CENTER FEED LAYOUTnalcuuLnH-nnreu wxoul SCALE: N TS SCALE: N T.S SCALE: N.T.B. SCALE: N.T S z 3. 4. 1 COMPRESSION TEE FITTING Z TREE 3, SUBSURFACE DRPLINE TUBING 4. TIEDOWN STAKE SUBSURFACE DRIPLINE TUBING ` LAYOUT AROUND PAL MS JSCALE: N TSS BASIS O� BEARING swnFAs n�naa xmc a cmo trxa u x o:Mxx xx 1� M u xox[ a u�.tur) XBTE DRIP EMITTER SCHEDULE 7 G~ 9"" f5 GMP4 9x11Ga I Gok» 5h.ub4 2 cftil i. OPwx J EA�2IRm Ow 3 C.� ttv 2 0h 3 ph p h NOTES 1. DESIGN ALLOWS FOR INCREASE IN IRRIGATION TO PLAYIS AS PLANTS 4411y/I� USE DAP L MMUTION TUBING TO DISTRIBUTE WATER TO DRIP LINE OF MATURE PLANTS. 2. LATERAL PIPE HAS BEEN SIZED TO ACCOMODATE FUTURE IRRIGATION REQUIREMENTS OF UP TO 6 GPH PER LARGE PLANT. x AD JUST SCHEDULE TO ENSURE MORE WATER TO MODERATE REQUIREMENT PLANTINGS., MODERATE AND LOW WATER PLANTS ARE VALVED INDEPENDENTLY. EMITTER SCHEDULE �1 NOTES AND EMITTER FLOW AT INSTALLATION SCALE:NT.S. OUT ETEMITTER 2. SCH 60 RISER 3.. ADAPTER IF REQUIRED NQT� 4. TOP OF MULCH 5. FINISH GRADE I- PLACE EMITTER ADJACENT ROOTRALL OF PLANT. 0. RMC MHQ iEEOR ELL 2. EN SURE FOOTBALL AND PLANE T PVC LATERAL PIPE PIT ARE GETTING GOOD XBT-61PC EMITTER WETTING FROM EMITTER. \ I� \ ONSCH.WRISERINTOPVC SCALE: N TS. ID. Han-cervexnl. In, s n TMThi•R. wnion mv,n be wmisAing. of all maledulx and rnfonning ell op„nriona amamaNr a r Fx nlam .n axx,•Ir „I. m. msa im1MwR br blinwi > e . TmncbmF,slockprlrngnmvnM mxwnak anJ rtfill,nF krncM1n Iwisnllurl qmm wen mif.,IIII but wt limilnl to pipinF hxmow and en M1,a Mid y milers urJlli�lal aJ damn ncd 11ohIon sc pc nrcM1irod ro anent cnn:mm nine ummm, IB19,1fpWN. 3, n msario n p Iron.. xnn mnn. ana haymow pr�enenn n c. . Tn,rnF arrJairupcni:ell of lmFatixn ry.,nn. P. Thy iIiIimm hl bc Conlrn, end Dimmnn I rely In bir.nlian er mpymir rcprnlnl Iwrcin. 1.02 RRLATF.D RFOl T EMFNT3: A Section 319J00 I.,& pin, P. Section 1205]3 LaaL,Mainlcwncc 1.D _ AI RFQm EMFNT n Cnde RNPircm biIybrlhoseoy Semxnd Municbel Codes end RiRI.Iionc Dully Rovnning II, ••nh prnvialillg'bo any re9 xnd S glop b 11, bul n ding1e1 bell 1—, unlnra xnnrn pmniasran 1. d < nnry h<C III,— by..........I ere "" P. a In<rc m1.,reRnawxo PminN In br moo =gnml rot ri wn•ma men So.inyl p Ma1ma1 (A ).for ,fit mell,oda xrnirmllr rcbmn.aN i111H<rrmum. -, Unticawrileh Labonrodea (ULI fur llL wire and<„bln <. molvinp subnan,ial plrrmbinp roe in•mllalien nl ben•+pipinF hacknawr xnd Diner rcU1ca wort shell be exmu2a by a licensed entl Im,b nErsha en mnw,or. III, •v,y pell br obu prior to x,RiNnRwork- P Sprnlied repo• If pr,d...... pply noes.lalemh mtl plleh of pipes ce qmN in In" -inn'.— ..S 1n 1 of I——.-, 1M1an EIdra s Akdon b<Ymal FI WinN m. cox.. I., nra of Imid, RrnJe trc.Imrnr «lillirrE nncFea. reed r nF snare irmg of linim gma,r 1mml. F Fo11ow ,ran pnN m umM1 spec colon Inromm gmpn'<anr InerwN 1nnm, mad pxmnl art nl 1, Ik�iemrhh xrli,, W+a, ppd ft l ■. r he r irdwr' Rspl. �If"'A xnd chill rclalci m ip I mmrniemy o. Inr nor rill b illh rh r r C uxM oven �i�a'Inm< Peron rm.arcd'InRpwiln am owok, rar caa,m<1o,.nall <m,firny lreek and ,eriry all :I rlaId.=npe archiron,aal clmrnlx. upl,hn entl IondupinR attd rumim eatlin� all requlretl Iihir c r fin olhoill i 11111i,iliMll,r n, . fin dx m .ron b„w'nR worn oW al field nntl'nio M1 mcb ac pnyvi I ba ¢.drag dnwroen wdbrcl)' bon' M1 a c� on of 11ne nnre.<„r er,nnn, prmr la r�n 'I g xsb wom� 1 mM�nr ronf�Iind ix and a b di•empxneie, c c run pnra�nrner..�.rl....x+l'a� nT��er>dl.a Ile exrsn!.e Flel.n corinmoNs n mkmPcapePa Ihl pmadan art inr erzka �M c 1hel dnmegc do, ob]m and < nbc r fir Inr n�rrr fir „mcror xhall reps �rtTma[rx^ ry fig lrr and mmrr'ra1 shall be erlaeed by ll,c anelrlxloro ,eon enemy e. A. Trencbinp h, olntt nrk „ohi In undo Ili, Imb .read o shall F, aan M1y nand fir yober-1h.sme p .1 mRe or IIm, o imPh, bnncM1n an r C'. nnchins in areas whc.c him dinmetn excnda ±'rnehn mall b, acne by pnand m fir Jria sr all be hnvily ral,pnl ,vi1F knM burlap 1. —id xu <rJ,yinF Wncrc ,vpm r1nl in miry m rents 11�at mvk.s ule i i.1-1, IM1rrmxnll of br lrencF drsll be lama nmmv m .sbm hroot+ D. TmwM1es xdi Fcnl� mrlx ^r ur.Iler eaizdnF lm'• •lull he cfi, N wRAirr _4 Film 1 ce•ible Ine sitle or IrzncM1 clogs, to rue 1n<ar ocn Ao' d ennll br covnnl wi1M1 rnui.lerrN nurlap BASIS OF REARING wpc w chip ,.0orPanx n (xayi�sr au, oX L1[saar4sr[P xkp erns s?nnoxs Ial ulililirr eakemc sere shall be crccrcimtl ix eaeamling anaoohing II tM1eharch due ro nlalinF ulililks. r'onlreclor shall bc,nronsiblc rnr 6 maFn Hors by m<i.nr,mbm. In lh n hl bat amagc dnnon 1h,.axnnnrn 'hall b<perd byM 1m 1IruNae mho anacpcmmis Iuve Fern mode xr hlhc nx,rn. F. U,. hom whc.c mn and 1, R rs11mMwq., zidew mrhsA1lnllu, eamatle a na re ronlrenor wnle',�I-d— n bleronlm<wra rxrcnar N RbQUIRFH Iw UMI. -M A Submohla I- S,Ibmi1 lal .ix ,e ro be usN, mnn,llienrreh bmcFurer, se 0 1M1e InndaaPelar odb,Ri^ninRgxrokn Submilwk xuld be in u bnw,d rem, mmprlde u dM1 Ixble of wnlrnn. I,r cenlrxlnr shall 1 11 wiob rk in IM1e held ul,llI Inis suFmillxl „pproveJ m B e rn ry by the landscape>,ch . P I. Thu C.nlonb -h 14) service mxni,k to the owner prior 10 .,Ik 11, wlx dren b xbmn MS II, enr n xok.Ynlhcp mricmc c n p�xlwmmlar.lem me�,n.rmrzra�<Irnn,ae ane moo nnmmlhc �mmNn< cnlmFrJ enwingz of xll equipment InmeIIM sbowrnF <ompo eel and <alalnR mrmben wgn M1n wirM1 the M ,-, M lreh name and .Imo b .,Ibinl I xal br < mxn<. fir m•nrr< rtrrc .nlslx, as n. C R.- ra nres.A•-buihz fPH.r I, beginning wok in IM1e field,xe eonlmelor anall.ecurea campinr Ine u lul J,Li ude m vi,h ilr :r nl bi, rr•pamible folrlmakmE a •n of PH i, be, e Oil krc 11 wart xc ,hl w all tla) or dy b n uclo mL To—nenrd,In,v�ign+rhall be bmuglrl up 10 dh, a� br rnd of cecM1 work wttl by a quoit ficd dmlisrcrson Tha den Fs sxoulJ m i <, cl'r,oHk rg: la�� Wing ehengn Ib Jinp which II Ij rlinxe, m,flrvnol lM1a follow Rlcros.. P fir.. fir fir 8 I' -I rnrrx 131 fin r n on, n lin,, pply lion o every Ion"along rousing � 111dM1wSepla 101 vw.urwn (]) adc. Volvo 'on PNI Valve I91 Qu,'rk Cpm,ling Valve ,in, . Irnelmse Valuer (11) hlmric Canml V=Ivn 112) DIP Valve Ahs nblin 1131 Flum vab c A••mblir, 41 SImi, Chnk Valve, as Camtnlcmlml sxarm canhnp<rs 16g cmxnalllp mJs Ile C xlm rn g mute m mmly linen pm.+w<.^pply 11pI cnnl,x ,xlm.pnr<.lnal are nxrsNrai lh<mlrwurr. fro w,a er am Ir I20I Communscnion Fgwrmrcnl rorCrnlnl Canlml n.Iem - 1 O1nn urmen n. nra by lM1, gndsn rc u a1. i PH., 1. s h x1'ragawllll ben h ro rxhdmliel compleron, P,^vidc held a4ruill dr—mi,, a• descnbN aFovc to bye landscape finer mvicv. he I:n. < ,pe „rcM1ilen w xm Ihe -0viN rehi� 011„al therccoN s.�l nflucll 4s4 ,u J ,inF eror�o,b v+lehom lAe oxmn.a xulkb s o subdanin co p ron k w hahlllvckfig,M1e ��l,r.11 rM1m,rgl, I InYiolhl nnaabuill sb p cssio y nnetl In nuroC.AD byy 1hr lenareapc i anc,llandrcape artM1ilaxl ana Ine conlranm aM1l .tofu IM1e renal a Nill,+l f br final lhrI,.nh and ^ sfxl be Ixndcape nclrrlael r 1 deli,, 11, Im.1 sn o1 as bull) dra g IM1e oxn<r fir rcrn9w,al p I m mill g 1, naml¢nxa p d IPr br D. Cx IroIIn CMnr r, r 1n + ,g a walk ,xmagn Inr.,rbdenubl mmplrlbn. pmxme a an,a •nrnN �<m wnlmnr, <n.d. wni.n na mmr,aaN nwh rmonn M1v len,lrwrc ercM1ilF o, . nnA ilecl will rtmm Inc conlmlln cM1ensalo M1c fi cla fartmnn sin nnily br m,an IM1e Inr rtcnN sd Alley xppmval m f.o IM1<own,., a Hulk ,muRlrrl'„r xuu nm r. av be •e1lNuktl '� elwdbirl ns a fnrl —Ilk b—SIL, mc+H of eonlrolle. clrnns dull ro only d,ellcd in Au AD by Ilx Ientl — nmhnml !fir crh fih,r unit imbued on Ix<r.*I, TM1r annrmllcr dr Ii,c•Hall be fin wl Amo n mo� 1 ,hr J by bat ,hiller I.IlLand II br x1 Ihnl<ule bowJl rn .,wide IM1e cnnlmllrr aoorwlllm,n l'olAingmlxdm.ingbl< x r<I.Maapr alenbal and br rono-a,mr mall aniry n<h.noon, rnxn f the noel xelk lhm h alai once .uccesrfrp Inr k1lJwepe a mAell d r Inc Ih,I 1. Il on,fikr o p,r n x nnhiw rr 1 11, .,, 6allebv .dor olM1_ whcally « ,h 1——x nl_I Plcmaofmir�mum 20 m11, b,. pl^c Ic 4, TAe IeNpie 1r1� a! �+ dc4n pee ppwppW Wr.P r tY - rsa-.,cp r, ep..+.onA.er�e e,:kwers ,pPliuble oon,mllrr KT2-PHOHUG 2 n 51 P.piIg: r.ca xn ore nominal in<iac diemcicr unless olnmvisc no,ce. z „ n,�rknlHira rven me wlmwmF aJ<1rbl,mxkrner: fel ' xnu x Homy (b ^mmxlI., I, Ic1 b.h-lc or clnzc. Idl hies r g le) xnnl5eneelrw FnnnJaliu,p seal al xpp,., nl. IO ex nr.m • sklkpresrP�..se.kl.. I m Weld Pr<xsurc Suprly L e: Idnwnsr:em nY PrekllDx r nenlron in (el M fnm ,,gin rq yvinyl cbl,Hde (YVC, compauntl in wib Ab- D 1l uM ASTM OI]A4: cell naasilicelmn (11 T m< hx `, r"m weigh, S=Ixdxle 40. in n,nIJM PVC. ."'ply]"' ul1 A D I TR4 and P2466,<rll cNssbwlin 12454-P on lenmo pe lwnehi hiqunNl (bl e•a• L, ThreMea NirNre:ABT.N O�Gr4-5=M1Mule tl0„IIM1 moIJM lM1reab 1, nd Ynmc m a, recommended b)'manuDaumr olpK f. NMIn•.tpilwH�Swrr SLe I d 1Yan'on w'rxlm,ill: )_oxmdrcnm of Paekil rmmllOn fdevkr+) ) Y\nyl dllxrine 8P 1 ,nmpoxne In wdM1 eSTM D2241 anrJ nSTh1 DI]B4: cell eU•sipcelion mI Tpw„ p• ('xd 1mn of bP v.rr.nnl pill comrlhinp won AS- ORA4 ana nz46o„nl rkaxma„lion lzs - 3 nay r 11 In c ana 1i s, oa m al r fir. within lire ad', gors pkoic mamcrr.R'Ine or ea.Irl e Luhdnnl: A• recommenticd by manul'acnrrn ol'pirc lining. D .on- m rocs Pclow Gale: I. hi U.— nlmwmreem ar+•Inmc meow colurol velvet YVC b.: s,.nllho w 1111 S.n<,Inhr 4n, ininpixn mutant INC. romply'mg firnA M DI and D2411^<r11 clxaaifrc„lion 1245a-B. t+1reads-Injection mmldN lyPelwxrrc regxnedl yeti Ire..d eS..kg.,el lei n,reaaM NipPIo:.ASTM O_40J, scM1Nule BO whM1 mnldM ll,re.un,. 3, Joint Cement .d pdmcr. T r as recommcnGd by manulxclurcr of r Pr 1 I aAll C',Imine for pmsurc axpplr In, and non- mnsrlre supply Ira a1mll I I. Ill Ine nominal d fir Ixc p1pi, rvnnin an n bdax shier er iI_, d b Ixc ouox;ng daxeana,oMnpaarnmrdrinr 0 (I) ( I) unc l':' YVC SCH. 41 mI ,lxr apw lS lg) (1)orre1 YVC SCH. 4D roneuil for lm la 2n (h) (1)one 2- rVC SC1140 contlurl fm,P to PO wl it I1)oxc2/:^r SCI I far b, In 3' 61 I I) an?/4• IVC SC'114o xirc.Houle Ym Fox W (Durw?/C YVC SCH JO xirc w I.i or mar n .h.11 r rondnn a.ra�ne xne.ran nnm all hlh,,ima 4. Slm ondux olttiA Om Cm V._ VI . ...... II_ 40 fa„ 1"-21/2"Irma —, (el I11 ane I'Dnl,od SiAL 40.-A rarup 1^$wires lP (Rune l':'e„IvnrirN SCH 4n wnJail lbrrrp,u lS,vim. I Ill onrl lq u•anixN SCH mcone.1 b, up 12Dnrm. Im I nor_ ,a .nixe scn.wmMpn mrxp to gnwire. lit IDonc 2l<r^Gehanircd SCl lc rndurl ro�up to 35 s lit II)mxe;4^Geh enUN SCf1. 41 awire vi,c condai, Ibr now scnvinp.11, IkI (Ilnn)rV"favan'vad R'Ip VOxlre corNuil for mndn vJvr wire.. �. PIP' SlabiliBan: I,' hot hilted -I- IIJ xith prolcern e vO- xr Iohm, wc 10 14 rtFnrsleke. G. m. Yipe ails Frnioo, I I'm.ure sunpv lien I— i 1hrougll Pskllow lug Pray< Pip, m II Fc mg . lay e A5% mtl I— n5cnrtlulr 40w Hpipe. MMium bmrs.xrtwN x1125 poundclx•• _0!PA('RFLQWInHReVh.VnON DR\'I('e A''DS 1LEn A. a rep Pnknow a cmbly h�o moll fin c. Intel -I dhAhxrp,,ppy. h. k ,IM1mons .1 modd lnl wi•.re••pnif am Jmxiilme:J• P IIo xlmll fie a vat by be lomrdmron for -m «cnnmmmn C.... an a nrmanFl, o h G o,v dcviu <nclnsure sMll Fc m,:soxmN of dninlns slml 1uM1c slid ,vim n1 again xndhng mapalQe. h.11 nn,n . nln ,.nlrxe i hum: merbrm,.m :ma rmxirk ra.y ane. or am a aM nrrlrx 201 I—V GER A Wv Ymmf o O DonbkACl,cckA••cmbM sl apP o, cl,k Iran I,—c1-I1-12 ,.i,h Io epoxy tl lint end rtlbd I aM NRS resilient x-alFe Fate uwlere ,•iIn aw�nln= steel PnnRa z A1M 1nA'RlC VACC'UNt 9REAKFn A, India ion Dmwnga. r PASKF f STRAINER rn wmM m Dmx Lro= _m wry. STRAINFx ie^IN fin -- LA A QUICK COCI'LIN6 VAINES sled on Ilmvings I I VSL OIPdrc A I:rn . .Irxll le rm body wer� b 1 s.n1 mi. . Fora bmxJ fin rn .nnPlN xullc111� � l P. lloxa wnsMll I—oplion.1 nix-lnkl., nut. D Dm Ins, Iv CHECK VALVE: s lnlrcnkd fin Dnx Ih . l icalM mSDrnw ngss .s 2 H POxeS: A ve boor, shall be YIn_ Irex wide by 16 ran xal,. brr,r• enxn x< m a,<n diemnn - IP u4 I-, AP vam< /erne! M��e1 Nr(belaVl'wNxk R.. ,eau Aaxr larkrnp,oxrn <,rxm,„m a.vR-inch •win elrel ron an x..n-n C p Rr vely< boxes thou uses III, IIII,w r mml vslvn, mean mmml valve. Pa now an,xam, wyr .o-ainrrs. r10-lwn Jerre. n:dl val.n nap—n�;=saw D Round vxlvc M+n snail be umeorFe1. wlvn qwh rnurin ualvcn, nub •oor maembr,<a ens apart x,m.. c < bnxn to alnnwix< arminra wr Nar fir rnlaimN wa1n, An �n.:n r�rnwmN wm„.nnl br prwlr in w,ror nra parr Ar rt HImN w,xr w4 ,ry , wn1 lb. A., intnnnronxl'gzn nrrnk vmbol F. al brand ill box lio wilb 1A<appalc I ...I high idnnricelion In1an mM/ornumMrs e Aliwen ,r.eix . Idbd. La ila nbn= xmab or S.Dx o. weiRM1leP nrro G,alyPYIc F w I,— u a _ .aMo 11h,.1z ganmra Pn m ,fir wain m_ ,rd u unarrn,ob.'In lbc.Dawr m, m, cd rgml vatic hoxn mallm ., 2 eubi, 11 aI 3/4-ircM1PFmvel I. anbx pw a,r1 ¢xM M1Ol snmpM lb M1lliryrTor Mle zlwll be dni¢netl tD a rem er minroitl Pltlwil rl.weel,xrp,a nylm lie 2 A. •NM1rnM _11 br the -lyre. ana p—M, IM1e u I—polinu'rb IM1e same radix. of rapery. pmzlac xrxl Ihmharyx rmG Y M- n r.r .d P. rawing.hod sprinklers mall nevc semlcsz mtl •crtw .Wj,mmw, o,n dim pny. e xnaa men n. a b.mry bq„nN ,fink .oar o. noxr xn a .him n,nnL xxk, mnanN. D All n v •wr Ineml Ir p P< o fir pttll'M ,II I Fapc[9ut onrsnrionrn Inv I. II lM mPaoon IwaJ -In, <acml maxim,lm mmulicwrns raeommentlxhlion F. M1cddr alnnF wulFs. curb, pe cl ell he posh liacx above , g n err 1mf moos sM1al�b,cpn.ilrnnnl 2 in ,, =bnvr I'nnn, G urklcr M1,vlr.lwll be vn pn ob,uler w l mi=n NMn nnklcn inwlnms.MlI bn,eaminimum PoP `.eight of.ix(alilrcM1n. I. rlan,n/aalw .,<a. an.11 xmr a m,mm Poe p n<rgnl fir x. x� I I21 irrrnn z_ Ru PI IInS A. AS IMmmrd fin Omvixg,. I 24 SUB SURFACE GRIP IRRIGATION A. a indiwm on Dewing 2:5 PRESSURE REGULATOR VALVES FOR SUBSURFACE GUY TUBL G: ,.d m .r 2'6 POP UP SPRAY HEADS/ROTATOR HEADS A TM ,m 1 m10 had hotly. namk. amm and ssrten 1 IN, melded om a1 k.vy tlury ple<llx B PeP-up M1eigb.Mekmli.,d in tow"into and inmmm.kaer lMu6buM c. TM.pmy/halm nm,wll nwrm Mjaronml carts wine regulabnB Bow addsvefaiaselgpspaw aReRRLPlbmeec a rn.pmY/rnmmrkm,nan M,xemm'nm. rtammPro,<nawmnmFFirm E The aprryl rommr M1em atoll M�x.sleink,..met apn.'A for pmm,Oop noun I, The .psyl mlmor hm ,MII IN, WUInrM wim • ranory in<lalka chak valve idmBkd on Ju op aM W Ak or BT, inR w W m 10 I'm of -lb. G. TM Rrnyl mwor M1md atoll be W.ip. wilb • 11, imselkd aveyuWin, d<a'x mewl of rtsin 1W bin fury pksli. curybls of m.Imainifg a pmW n of 3540 P.S I.. b 101.1 I, mr op -olio. of,M1c epfi M 11 Al.nyl mwlor M1eatl h"in ,Fell kcal wivnml mole mom n,m 10 .am, esi+enm esak Wluae! ueaYa I_I LZnT[LALLFW A+maiww an lTnwmg - TSS WT ITIQ1fTATN% mdlalM on Dr n,, IE TRIC CONTROL VALVE WIRE A. `ow VOMge: AWG OF UL ar ! No 14 tlircn braid <ormr airc !m all "flint i ere Nol4 Jim, burial Wpperwk 6,, All wim _ irme CWen: (el Cannot W;nr A, "mots en Maxangc (bI Commonwk. Ae.r Hit m tlrmw p1 MMt<vNae w,,_el f@ gPI•r+IfIRiSJ1nP lIi�xL+d MIWIIirRu ]. Wirc SE- Camenor.: 3M DBY Ducal Bury Splim Kux B nigh VOMg<: T mmkd by HW ud- am ordimmm. of p +ac 10 ImxwkY wNe of equipmnlerniW, 330 PRE B)1M'RESTRAEgiH A AB 1,— Ilm lining 4 1-.m larg- 1 be imn durHla deep k11 lyre „uckd of Rmde e545-I2 and MITI k In 1—dun ASTM A531 R._ for RUM.. in ti0k-,MII k in "."Minor wim ASTM-117. All imn dmlf fnlibW +hall Mve xminfeea ,ml n,enm I.p bi ,ems a joint "mint 2.JI SANDBEDDLNU A. Send lN,,kQ ohm k came"," gmh. --I- I. PREPARATION A 'nc kid mndilwo poor 1. kp]nnINA woA d-cnkd in Hie am coding opmuom atoll bewmpWM and mnmxd rdorlo begiming week ion R. PblAp M +YagT.'bbwlleev Ill b.per Ill nndm seem. Wm+nc a_mklP,s prim 1u b,,imur..8 worn in Mi. amim.2YR all n i.B dram lint inn ifealkd by oIha Inds Rmmn nd dicer ,P m 1M Imtl—a hilm -Ply. C. my,ion ,,n dull b�Wn mash m m, tl NM* el Ibe v-b uo sM f Ito d i I. powdard 1- "solo. pain -ply line and xmke Mr hints of axon xmayM1.m, too Ml ve d nllnr rckka W tip o, m, m Wes auv„ land+mpc xFilm a 1 m .Wong red arm, my nWnmry ckngn wile Jm allnriaem,br dfrom me rmPwdbilitlie�a "lints oxr P pre ImifurmiN mJ Jklnbution of hm PlnxmWl.fr saki r D. Wl,kna+.w ruommmak pip- mdwim, order navin6 Lamgmvma. sidwniks. Ira 'b'poor m aRMB aM Wnrna opcm,w, -Wes bukrrll vs% MMir. Honor -iry ximin 2•h of oMimmn xu n n In ermmenee wim ASTM D 1557. l D2 EXCAVATION AND BACKFRLING OF TRENCHES A. Tr h c lion ,fall n morn u P ibl, I'o IE, Iry B mown an lk vnlg. Traub- kdl be.lnigld;n il P.1 and 1 FPe con,buomly m klwn of born. Remove rod era tlebne gm1-ram I' in d'umemr. (Wm , mrcq-M for b-ng"Aerial R DmMof Tnneh(I, line core areal: noun Sunrly Line 11"untl amlla): I IP Efor or,ilm 1e fWN!, grade : NOIMnnme Lm,. IS" f lap of pipe w rnkh red, BASIS OF BEARING vkR WRs s1f1 s14r pine Au crap wino. n - wx )Inn u u�zpx efaiuul f .. 1 WbinR: dually W liar and IN,- rprmsun, dy line, 4Pmmme Supply rim Locamr T.w: 6- ukv< rap ofpipe- C IkpM ofT...h I— orphan rev mnm,a3: I I'nsaurt Supply Lim (3-v 1 am ): )n" from for rpi,, m Imi,h gntle Non-1-- Li- 241 from Ion Cpi, m rniah gnat 1. CeelmlW 1 diwn1y.1 side ma nokmoI,m mPPly line. 4 Prm,mc Supply line Locabr Tape:6"pmvr Hp or pipe pl Pipillg laaml wJn a+pnall paving orm1k. cMllhimWimBllh n ip,...d ,nod ,lent enJ bxlrillM won into bmtlife 16 kbw pipe.ne 6^ above pipe) Ibl CPt b-11 mNm m f' tin, a1 W., maximum arnairy idiPIll Pa ape11/rR wi• ARB'M m"? salty reel M ..aP�d1w�IRRFaYc Ic Sy in flea. caN eM nmmrt ks, n�rinR in the nrtsnucoYlM owntt cep Im1 pre r,o bahlill'ng D Wid. oIT-.: n I Pip. Ierinan J^: lA"minimum. nL<ae Mm 1"-T" minimum., E 3vimk I,—eeaxrn Trnchn: W.- Wlhip-Totter P Fier "Bolen T rtncM1 ana aMnTMeTnnen-: 13 minim m. F will only h pmnirml wM1crc floc mun nx,s undo nn abmmnim amml n<„aW<a er amo'" Bxkn1 eku mxn mnennamR .dl anl.iy eM grin BonnF unto =air M sidavelkx or hemmWw my be pnm ma mnkxmkmx. A Cm r Is r-pmwMlc to m m arm ,aniIr wnpmx� G. Bukmns:.-lb, dckndur may m11. door omit ell rcq.I-Immg roe au iMeelinn "lain Ma ban d Y. Mpm.l: Eamvelm -b- k cfcmlly W. 10 be edNuak for bxkfdliim ogradora B<wrc b,,a..mR 1k b.1,1111nlS op-lim, In M1p buknll mom id le f from kc eM rod' Roller Ike i" wow . W Y w eiwaYl mIR eyeµ igp.r l-IBa ton sew+ 1 9bxkrlL,hpl k 14WPr.f11P•Ra WIYaaFWYha.p,e< mJkg: BW Pm+arc mpplY line wits mmbwsiun pvJe rem b• above d fi' hlow nine n eM1own m Emile Rnnvning hxkrll m.y k u 3 Bed all e1lmrHnl kluhM «porn from Palma apply wla- 4 . - 1rnR. digM1ny manna ril W orts fur anikmrnl .n Mekrll�fg i. mmreded Cenral bx1.111. n 90b: maximum an,iry m ...,.orrLmn wim ASTM D1557 will, a meakniul worn. Du m1 I,rrvc nrroFee a n fi al rmod R xr Man AR noun Gran orneM1cv atoll be pro 1. Irew .1 OSHA rcgW i . 5 Smmoln ,mmahn m nnkF grade foot rning a Welk Mmugll Ym uMmcBal mmpinion wits me Ivndacap eWI tin. 3.III POINTOFfC'ONNEC'TION(S) A n ,MID b. arrro malely x+noww on drawinP Can nna m v .od provia< dl I1 eaepbs. ornowa maayrnl;Pe;InF 3N MSTALL.kTIONDFSOLVBNTWELDPOLV'INYLCi?I RIOF HPF(PVC, A Polyvinyl nhbr pipe atoll h col wim m eppr PVC FIT— "'lints only for Mu1 pumox. B eglaal .1-k, and, un only mq WlvW wummeneN by the pipe manul'uN . De m1 in- mlv,nl wets pip. canal km n hlow 40' F. C. R k wqp aim MEK. or v,pr W B brbrt elding m nIiMWCMm join, e1,0 beg a m im of 15 m ,n b,mn�w'inem MMlmg D. Pine.M1.II k mnkm nom aitlnw-eitic on near MBom m allow fe. mwaion .lain inn,. E. An elmyn eYMixesion aver 15 degree'toll h mine wim apprepriak Enillp F Wl- ire laying i, rat in _o a1 IM1c Wd or -1, wooing day-elwc ipc WM wits JFY pi c or cap O omll prcnme elmply Ibe Iaawlg lag .beg me -sin 1m,l xf Is— Coominme prmua "rely line wim auto hcdding oprnlion. I r.h.R be IF— in Ih pipe -.1 in0n ,Mve bon eompl- apc dof al In124 Faun M, elanrca fornol-wale. ,, antl Wring. J Cent n bM pint wile 11 unnun, of hxkrll b 1 caning .red dipping 1el join,1 1a, ins w,-,lining ].05 INSTALLATION OF GASKET -END I VVIN'YL CHLORIDE y1PF. A Lry rip. cad make pipe 1e ruing or pip, 1e rite join, kil-F OR70 mmmaetiom floks- M 11k, G,dk for In1l.M1. of Ring -TM Yip,l. m IapTkrerrldlpevuwaD'wi.f:.w. R Pip� aINII vnakm Term --id, o1 1- balm" 1. eMw fin mreneron All nhn el diwaion over 15 deg", AM kmWcwuF AH.F, D. MII pipe joilll na1. un nll Rink. eM rNng as apnirW nnnve vW n, noww of sine, E. WI- pipe IeymE I, not in Progms and p Inc end of inch woAing day, cline r<cw, wits lignl slug m rm F. .-I I,m n poly line Iocalin8 unc long Mco e on length of rmwm awply lmc w min plpc wtb vmdl mm 1 of nacknll 10 preval omhmi, vie slipp;ng mfr nmrun Lwucjoinrc feints mr in,pminn anrmR I.Hmg C-iwle prnsme supply III, wits mIW bN hVi p.b. I, w raw br pe . ur Ito pipe Iwil ii-iao, have been eumplewl anda`Zdo1'm Icm24 Mors Fudens" brrelvcnl weld s geed cvnnp R.F IISMPAILLR \al"l S51rrtEl A m piping n611 IN, cut by a power M1eekxu, a -6,ewing mx .sift m aWesivcu 1-m by mom.1 nmd hxtr All pipe rhell h 1a 1aM roupM "ps or nom nmovM ro tlw ..w»I! e s +alsrgR Al Y obwnm P 'c nduinp rning ,ha11 k win a41crt any rmmg m riles rim mcun 9mM1ing atoll not be into uN nmrmRy meM1oria.a by Mc Imimcape eanilal C bkt compw sbdl be w 1111y am Im.omly plead on Jrc null BN 1 only All xmwm join, mun k Ilgh -1, bogs m warncb- Crvlking er any kind will -F, permmm D NI rep 1 pip H, I I. W sorb, 1 h r IM calm "Mggon Main or "ImgnBm MImA' m rWum", et In f TM in1-nls In back Inkriug.3/a" minimlm high- 3 ] BA, KFLOW PREVENTION DEvlt'E A ,WI BneMlew pmrndm device. rncloawe am a-wiamd equTmml e, dr lorallm.. epairm m dowers. CWmire,e kaulmum wits lacRl RorcmkR codes mJ oduunmu 3.09 LOW SENSOBS A bwdl now li.. r , Ilron a pecifiM mi iM-in,,,-in,,,mJ pre mmW' b- mr. s e. 11.11 w g rank in a mrenlc "moil am mnnecl m kmliml sine n, nlrolln ].09 MASTER VALVES A Immll m il,m n raiFM an din, g and w manulxsxY, ,pairs min B- all mmkr valve win m. e 1.Moil and mnnm m Inmbal r p al conMlln. f.M'111DIATRiY2N6L. VAI-\'}a B .ion bat l v.l m.cpuvlc vats Foam., upaiT. on Ito dnwmg 311 QUICK CraNLING VALVES A ,WI quick uuplin, wlaa In I,- valve Fox pniG on Jn 1 mxifg B A nKim fiPPle nksi,x to I,— flinty liw aMllMno gala Man 4c-md of Ira I.-, IDDLI1iP VA&VIBS nkass vdve in apvdc valve boxes a, apaikd on am drnvhlp r.a FkrrnlecrnnrpL.r.M.vLs A JeIL.b.m dsPve loll F16T in a ,epawe valve box eo IM1.I <ro.. Mndle ie ]" ram. kbw rnhe Mx uw-a spmir" en Mc derail daring, B. mop <Iadc cwarol'ily- blzlhr m _ln" oe lk dnwkg, .Ikwieg n m of 12 " kmrcxm -d, nive boa. Inem11 calve bozo b Ito +xmr d. pmafl C. 'pen kr~ w ImieM on Ito dmu mill allowing a a IP " kris Rl weal Fa. Il .4. Foe R di-k. and nmalkl who one mower ma 1——10 wvm,. I-- rldnvd ' p.sf D nam11 ek: owl valve ,b tow ,lope. Ux Im<h m leeor,bne florin, rprey lma.a ,-non J.02 Band C for pgreand aIn pMru 314 CISECK VnLVEsm call mvum chak valve n .pecirM on lowing B lna,ll annne chak vdve ax RairMmtr ing. VALVE BOKF1 A 1ve hxn whh reel Nnc T mlglion Wuipm w Inel lop of valve Mx is b peal V oe vein BM Mc 4 4 bg A1 Ma In+HnMve n.1 amubines R Plma Fnvel sump F.loav and wum-b valve Ma poor to ifcelli,F vdve M. e pnirxe m Ik drawing .ec nnlamib8 pmaen of gmcl i Ldly vaWe kx ellowinp fug."-s k end arou.nd ell rnHg Vdve bw -H k fWly supponM bygmxl comp Nil, bnckmwom mrMn,am albu',d c Bond 'elm k.litl ofxmciami W,urnrcnl a, I'olbwa: Elcdrk n Ivalvc Ma tlwiln •Conwlln4 and Smlion Numkr'. Quick Plmg valve Malty wits Ibe knm'QCr. i. 6dwwvR.A.f z.a a.KP►Y WFn ter. L A;rmR,gman4e Lm.dP aBsm•ARa. kaeawrFeTa aMh PlfyR3ea'Ypk' M Splice box lid wilhlhe l<nm'WS' (e1n end mmbn aiu of bond ,MII be m k<, 1Mn I" mtl no nn Men 1 112• in h,ighl rn 1 k IA" mwun,m in mpM mvih sumpbab-ft m Mc mine owm or owaMs cep m p r wort O walk lhrougb fin aubcmflid rem i-sill mth allowxa wdil all-ing i, 1', 3 16SPY REAM. ROTATOR HEADS. AND ROTORS A SPRAY III kA'vRe14Yb. pal PaWea Pe twfairAelrinWlP`D_ Inrmpm aixmna time" r.dfe. n.mamnw,ia<..elk..aMrein+ B Srmy hem,. m or hudr, end into" AA m1-cats lee minimum MM and rory epuing vpwirxd m Bu dmwinP+ or e 1 in me kld by Ito kmxm, may entry Mods. rowmr MaM. m rotors h inrmRM p e a �clbelxecn hrmn MN ncmlr Bee mmumcnm<rr neovnn<+dM eiamme. C- Anglin ninnka on awing joins below ,nny neadx erd rolon mall ml -uctl 45' Ilor be ka. Mao 10' D AM iwW Wife adjure nfrzk .'vca xv and Mice of Inmw Ie slew bead If MM ulBlorm dH.bullm Adjnn all spiny kaax mmmr I,- ma "tors b me, reign, abe,e,M a eel -Adjmt all chubro 1k, oe ri nand men Msperpmli-Mum ri-Fr mJ .H-ilimmlkamwing.Nuev- mraywillkelbn'1onpm ,, Imduwrr. aiaevalkx ana pelts F. Adj.. udj-nl plain mdci o Mal ii ao<p w Inwlan wuh uniform I,InMlion ol'<ssM1 aprry nem0ro Iorkm,, ormlm' F. L.W,mre .animl mry try -"mink cbmgn enNm Mjmkmla x;Mod mdilbwm mmo swan n J I] AUTOMATIC CONTROLLER I1hTT .A -11 ,ku 1 pow d Hellion of mmmnic mnmeller mil prior w rWlklin nrolM unl, Notify lmMlmre-1,11n im il,Iy r some k IIo a� 'kNe 9 IYMairc wnbol ,Ice M, -H, 1 end exi+ung pawn aevm Cmmdla -1 no . �pl= B rackrl pmvWrM for eMn ry 1l 1 C. b, . ilk -Hn sM1own m ervI rer mvmf meta omm ,Fall lk,1" s111elmrwul m Tk Conoa Cacbr shill be reRmeibk for m^PnrmY pow- b Jr C'w,mlM for m. L`a'WWpmCYNY amwM awe .Was.®11i" kre reggtl Me dr^vnr9+md kkl within I' of 1h,nmiml strip LaM1cl ell Ip.rt wir,sr+s ^spare E Cnmwn Bow vW mmm whx a rw wnmelkr ono vd kfl wnFi11 I'ofmc 1crinlmlvpr F Inxm11 a aepamm Proona and eW ,uk for upnlf.W nn Mc emaing, am IF+mmumnmert wai1m1ib- G Above Pround .n ih a J k rigid Ally - rite cash lnc .rpmpriem x bw gmuM mlidWl dull k PVC' SCH m pipe wish mpropnak H Mhc1 mcb m-1, cW Vo11n u,,h its Be Iran or numnn eniFmmd on an amx e. Le11n omen ,MII k loeased in . vi,ible lomlaf an IM1c Inr'de mixr can . r hilts Daryl lelkn I pbacM1 amomalicbmlMnll-whaMB k mmpledy.,-ubk on, mx ki,,a well "moth Ym subumiel mmpinion 5,111 !i$`TMALW= A. Low Vo Ro wink, L Mr}pllfMsrmRm R-RskkeYMAr-§*WM Ill Bmdlra11241 d1 xim pro' inlmils wish el i-I upr B Avsiec nwnon loan= aI e„<*Y Mr*+mr -1, lint mgk rning. Imb. Rr.b mode unlrol valve Mx .otl n 350' IcwBM b <NW long .l* g. F nwn,Hn loop yw�N.y ace.awl�e N 19Fw+ .mndkwpWp Ww]aesri�RyeRwfz.:.lff:..r 1 Limn fin .1 1 wuio Pmdee,mh mliu mine' m-,er R BNmbhc ewl +.Irp W *V aNrP IbindM .dip Res and W DBY Diml Bmy Splice KIm ,rirc sell. ouv q a, inmvela..i a H. cmlrol'styebran still mruRm In e+ryamle vdve boa na.r r1 r .srM ml.r .F r k.rR aMavY..r.r t fRlmp a�9nigbaKYiMW,hMafngitYMYMH,PFwariYrawl T. all (2, arc 1 ekM.+l wnwl "immdn Jn aommalie pewms s YeCes11 R 4 Lm MlRserR e'a/W taa1YY- 4A � M im supply Iilu Dram the x {r a ve p "awr.. Yor on Mc dmwlnry. 1 adtlilio M pare wim cn<c ing aq mailin w�nv tom maro beelrquirM am In wain In lk mine valve kx m Mc wnrc wim H I.,gh V.war from po maw eonkller ufll 40rlMRPI RI•a-ml Ilw WleWwA gulf .119 QUAL3ii CONTROL Pmmm�smnkn McdinR Ta umumr k mqumiblc for ao•mnirrg tM ndware xM1i,ams poor b begbning wndNAj o, .rjV bad . ma„ rid+ m mbli,M1 a m<nifg b nv'uw. and dissmc pmjcm ob'Mivcx mnmm, N, m w ar Rxys �w w Ir a rmnnk„ aMmlaremrg or rtW bcd'vwulY von proweum. Geveral n by 1h, - e 1 vat vim., me e n enf «g Ie "ilk i k it lmio nigaumleegdpmml b k enrrol ts me dmxin^ex dnaik,gciSlulion, ma,it< m"Ilium TM1U lmdwnrc amAilod will prtvrt . n eon lad vi m,irrg nropem 1" fmWl.Iion ax . awi1M1 Mc m dam Ikcil ng i, rcltl Mj A- xalwbkM1nquinmotlir <lo Itom,�m'.1 ilnmkmA of his sIm rt will M1e MLvnM m nom Me m-h i IM1c tb ink r. The mronRlk" a ImmMlamy mmpn exl, iwn en Me din ,ram L.P.. VkmRPtr.bY htYaa m.eRwaRa Tevkg M Pmrmc SWrply L'uw: Ater baekrllin Dmburg, nml pour m im .6 .krnic .mint vulva f bu11 wlvm and quick f.'R4ernpwP i�k;a•py,+w+r+Fpne.w ,l L m Imi g 1 k perf ed in Mr pmna or me I-Ila ,m aWnowml qr ovnR, rcpmawEx uRl'wvg e folbwkg mM1l_ al Pmmnu 11, imRuMn rymem b 150 p,i mr. ncaim of ro l-, Ilan 3 boon. Tf I-— gauge - Yor ffi� xrmxme tic +M1>U red cacao rcmmg Ric tun 3bil n am Mau. dwlk fmm,hMryMcm sh 'top: e.w/AMh aT w M� .roar' arY 1k .s++aw # � eMaFeaflkkwYS RM+L Ie1 If leaksomm, rmeir and Ical:a ma begin I,— lava nIt— Mk opmWn anal m kvks mnv in mc'nnFa0on mmmw (al Belbn rryuMint a worn mmuRn for sukmmW mmplelbw Me ' imBeren rydem+nell nmeinuM.rrmawe fare from afro In, thin lP noun, 2 Tk mnuecmr i, mpon+ible Yqr nalirying sM kndmpe xhixl om day m mwmwe of lkpmmiue inn Fl.,M1'ug: cenwr bin ell pipbU prim 10 Iluming Ann nR new'miPeaen p'rpwp end own x in plaa.M mnnm{M ma NI nnnmry tliv-xion -1 M1m barn mpMed and prim m me in.mlmMn m Rnnkln n,M,I "Ilea and quirk "ling mlvn. IM1 muEFty 1.6 im,under full Md of nm*cIn Auerlee rmMrnrm riunfrom we p ld of elnmalkn begwxm 11-mnlma �udinp Y e duWion of P- "Inoleo ABn me uycem „ Ito Rbty IIu,M1eq Welk Tb uh-Subumntiul Comnlcam: I. Before rcquming • walk Ihrough fora ,I-W mmplelHn Mc rollawing iegdmnems mm1 ken rtly m,i.nad a nngpion n+calm ouch" ana IWan cilY I,— Iesv'tl lIi Ito con or DIM to mlily aahikm m 11, Mnev d kdw,B pmxMw+ ImIM eMve Akin Me cwemlor alsimn I.H r [bilb, for my dmign modif Lion+ ebwlM by Me bin K eabi,at during IM1c walk tluouyl for mbmanual rap IIw i<gasd'mg P and OmFinp iaum .M Aal+art Fusee-ekwna4x eD All, hem emir" in RkvP uGxPmYM m lusty unbol rywcm by rM -I_ MSk. i-ln Ezad (d) Rrmld x-bulb daring have barn I-— m Rn Imtl®pe xhk.1 roe av'i-rulam ,bk UI 4RI Ipw Ter.YgB e1..illr Fin k.ee mlmanH M IF w�el' r own m rarc. .- Ong c above -F. ve ban walk mmugh 1k r.b.i.1 mnlnim mry be rcq into The folbwine pro um all k cam w.m mmugF: u la1 F m Sor IMve la-1 Iwo h.e w,m Miv wmmunlmlron Ilkcn,In 1gM1 of,M walk IFmughgF. lal Al velvc kalid<eMll be mmad Yrom vJvc kan and PleeM fea Dr dpmnl to Ik veh: bon paor to bc8inning Ikwalk dlmrgM1. IM The Jk Nmvgh will be dim-imn(2)kexceomandii— Jlmv,: I I) -lira wdk ThmugA: Thn will mnsid of welkmR Ilwu Jl Ik mgalio Uty ad end ning a rlk wnkul Mnmg o IPIme4roIM will be rcRJ oY dcl'rclrnnm io dx wnwrvnion ed wohmmship nm3gJkn ynw.n mmd ro rk wnamnlnn m.;�..ee3ea., w mmiRva�n 111 Onmalbml 3Ven ThmugM1: Thia will rom of waking Ik ndoe im v,1nn ob.en;rq nocM1 m lidrpmehk wdilionlr V uJ k eniawkJ fiummik nh oral of i h 1v l clam. .pliwal�vwhs+ will not k k awxpr.bl, ublm AIM will be hd of urfui i m Nc opmulmo of eaa we in 1M1e on vynnn cvJUJirrg but nm limikd N M1od mmi.P, row male eilnR m radio. nr Inm.,, Po .�e�ix. ��iema Pam3 m Il�mosauctien amx ing., arwdw I. Ilea M fVA do 1— Completion M1aa been mmplerd 4 3`rtrsxr -doDI'er'b wPY ei en parch nw ircms ro ew emir b onbe rb h, w mno-anm. It k Nc mnlmcwav xsNilily ro rrneir, leylaa. and diun W iDsv oo Ne pwxA pam ro mqucalin. a liml xwn 3hmlp}.. F Fi.JWJk Thmrrglr: I. acre a 1 a walk iM h i, mOmslM IAe folbxilrg mgwmmm s maul bee errleelY sJnnd: lal rrA il<m m Mm walk ihrougM1 for mbmedal m lmion h. bmr Norou.Ny edNe.ed and melsed by dmmnvcw. lbl A trawl rvma nMuill dmeing, ad cmmmllm rlmnn Nvc been by neoNren; by Ne ImMume mehinxs for review M Imldwpe Ind wJ mntrmurrJ tlrc rural wilk pmgW. Ona Ik above mquiremrnle Mve barn ran • Rml Wilk Nmugh mny be remanxJ. Thefonowin6 Ple _willkuxa: 1,1 man lose 131 ki!ko} pemonmi mailAll wilh rdlo rrerr'daeeFs 4 err�d ngsll�l lb) OnN rM1ac vase bra IMe dull be mmaW rmm vahe bmm o, irNon IM1e we! NmuyN for subamodul —di omPouch IM e valve bed lid, sMll be rnrd fed un aQnnm to IM1e nhrc biz r to beyimirq dw oral sulk Ihmogh 1cl _ liml wan .m h win k div*e into IP Iwo ealmm ed pmactl r Mlbm: Ill Viaml WelkThrough: Thia will mn,M of walking I"h the pwxfi IiJ items mend J the Ame of IM1c wilk euouDh Nr I.md DDmDlHinm.,emM1lhm JI romPn&r. nrIk rynek wilMm rain. m wiry ran g dencicn n IM1e m ed .- imeM1ip a eknimgmbn cyalin a mpemtl N IM1e P lira .mimed J Ne time of IM1e wen ,Ws ".11 anfor mnlJl w ik ran emwinP. tl era;f will belrolld. li) OprnnomI Welk Thro h: Thw will m walkng NrougA era punch list ikms .. J IM Nm of tlm xn. nnur.A Ym nubI- rumDletion and dmiog eazM1 roro in a fully oMDpk cedikn. Velvn man k emveke gom IM1c wi1 Irolkll ronwit 1 b. emgnbkl. bleding 1. intlividml ekenio emlvn M an�im n Nc oPrnm of e.e n arc il�.lgnio� nywa.n ,elwminding wl nil limed ro ke raring. raw naming. nw�e .im ran rmD. er mmw, amen mmperN m Ncrop Inn J Nc IhncrafllMn Nmugh r mhanng.l w_mm`" on wnamnlon arwiP. enJh,admmiAaimla. 3 Ome Ik Final Wilk Througb i. -pi— ad all imm meald en de ' nw gatl_ fr key A.m.d6v,r k rwr..a P" "."+e9 i� /dlrr edfiADegl M tlgegDe ereler! ae r nwee, krxlYP v iikDm ■ fv. w 3k adllreYeeidwtl aAx,mwlY De Pwigll rae 30A MARJFENAN('E PERIOD c ' A IM1e MaiJemna PnM dA Ffw wrpf=U dpY,�Mi&�+fw.BM le nnaeaPe n AiroJ D± • a®fM psi rb lew.0 Fry w3D b ee,n all on Ne 13nJ wp,lYw \ pdr%Il kgrw ben+laeehe.wmy...sar� a rnl.wD� r wewwenr+neao rs. r..m_ I�ITh<een omiMe rpr oblJnmg ad nllndng raw manlmlel� ¢ifmillY fa Ne prm a 1'mm IM ewmer al Ne �mi! Ngrrl�asFa8mm6 BA515 OF BEARING i famr. na ¢ 3rr�. �s 61.am�i[v xxmla smevn mrc w rom 3wx w x o8w•3Y x (wn u a zdxe a afw3 mNe mtl of 1k muirwmree period ad Psis ro Imwn. Ik Prolen oval Ne nwrlm. Ne wxwaaror,Mn auixe.tix r Ilowine m lkownm. let Flve 151"P NmY Ands wxhrculn o[erA OR umk rarevery Ira MP-w envy Aoda imnikd on IM1c molaa. Ih) Flve ") mror kids wiN rozalm of aeh type meJ. fm every Ira ro insnlld on sk Pmlas. 3. Orce tlxmnvaclm Ms l'oRdkd ell mJmrnerce apeemrnl epliPemw and M: nmvidd Ik 3item. to Nc owns, the man�mmwe period win rnd Poo NJ m, 3Mr533 I.mewa,le Mnnlrnaae fm mamrcwrn G R I ELECTRICAL CONSTRUCTION NOTES THE IIIIIAL GINo171— AN[ ILI'l EME-1 uE.NERAL COu— .'ALL PE 1-1-EFEG A� FAkt OE f'E 1. FLI RNISCAI L I'llI nn - rEkr9RM..LEC LFJcaL—s ,N NI III, ck A r:OM�LE-ELAND 111SnEErl TALLAcnNrC WPEL. nERE^E..nALL AE u[t1 aun'-.Ilfn LIT DI ED ITE11 nr1fr.RA. " AYA —INDENT. rtIIIIIIII` ..+ eta: mw+F". • NL Y;YA ._ 1,tyre'1 •[['w rspf:+a<f4C�tk i'�El+a`�f .4iA 01E:1 9 nLY'!•_•' �•. ��silkr'S UL[+f3•CCY {qsr t"!>. NVris.. -ErcMt 9GE#a1m Ysoecrv. MM 1rTE.i W , WI —V WlSxtp..[CmilM' Pr TC iftru... . r. .. n-iTpaYi r'F1Cv [Y fq;,�;ephr. ✓tf W. CCfr+t•..•., .. .. - � �. +Y1 Y:t kh [tAAt %�YEM1�VNss.MfYlre. "s4-la..11a •+-' t,. ,mCtlwWt ECafVpG[C. •a.•N'V WinlEilw.i A[f.I MCf N.Y^* •' +.N=.,r'YASY.+!rP'rt>AYaIi�Elnf$IIYi#;..a.iit' ARE CONUEOIRES,.rAL -REB-corcnLOcl, OR Ell IAL rOR pn ORANO N.—IN I FOR l; AVE .r � 5 ;rPll-ALL r+e. v..+Ns rlI rca. v,�•,seYas•ix a+�at�fE.�,+nr+f. Ra'eh if'S•-!>wg4sa �rfv-+4 5n.+44f�.1t!'NWtIf gRFN NMiJFltsk+l�rp 3kltt :. v Rr. cwErs., ,. LSELinui . s cEL 111111. saE uL Es� c nLE ALL E1J ALEG ""I L-1 [ALE AE A' 4[ni �D CLGrs OR Lr`r RODEO RACCA ax- �rvR NnLO r,S �C MAIIJkfucn x.iln �'utlLlc orlon Ew -IN'. EFAfNiinN A- kEoulREo 0v ME lrtYCOMFnuiG- Ill, 111 1,L1 i+NDL' IE^TIGErrEkA 1avwk ink Al FI_LL t0 Uc!ar-7-IS¢'R.r41f.11V.'ll ALEIV NN Sn II IR 117i 11,A' DIINrC+..t6.[nu.f64 rrCtM1 .Y.^C�V.Vr.• wK 1-Y+µfI\N:+'iwl[w''br< M1]rYlkltl.a "AtZ1;I+LC41!+AYY ■rl r•y wfa. '� Ar wS Sf.k! f.# iTM.i' At Rfr:t M W + _N" l+rs'C Sf4�! TP RSX^u! N JSDY -m! l4ii �ti _ps xvF ro-cy ty.r[fpH M-�.s+~+Ne�s,'dYl�il'M,�r^J�/tt! tU4l.•4�Ih, K.,4 fus NN'SR +N: futJ!x'rf14.a[MnL!'iMUYrr F-:�Crr aElSwa+litl�f'0:4 N+;ptreW4r,C^rf p"s •.•+lip .NA[tlYJr+fI.M'/.hICl,J3HfT.#a AC fllK lG ty ra+pf.fyanµ CO4tLK V.,WI.'_C+MIi 'A. N+tC'•tsfJNp ti+y 7, N b!P_+u tlwsf3. L(. fra✓1 "•r iv]m n..FMfP A 1pxo•axr *4'W. IMDLEi. LEGEND F F I N SPECIFICATIONS 1� ALL4•�,r� ,-'��' F{Mti#YN.i4•.+L'r>tis Y. rt..Y..+p.W�.tr. AtN'HtGrt.. �5c •�..�. a:lh;nY iu Twry'a•Y+Y.rMS+#:Y[K:ti'49t'WrYeYLlKp' %MC - sY 4frV[vf rrrµkfLS Jf��((l °a"'Y.'Crw lrtwNra:lr:lt4?IL i. Ny nctecxc rn MYL ++m+ms •'.'K�pea ptvr§4+Ma>n"+[sRK•YSYh'f+1a rl %1MGG14; ^.+[rfJ.,r;fu .k. }Yll/Js, wflGl N_—bl C_ TITLE-24 APPLICATION CATEGORIES 0 ,.r..c� �a :w c, ,�. ~� •.x . ,asp eecErK�e.. i,.^� atLr „r. -- .E rA.r. Ill III.- M '+*tt •ss!- xauen+t `bzxL.Wc +Sx PO I IT I Ill Cs Ava kLMANIL "S .lI+4T M �/,ii+YYLsnp MldSV'tSNUYfli4Y]riV 9 n r9 C J v L 1 M[ ' n 1un cr LL AND IIIAII r e! ,xtlt sl.Ex.�..t+wla �,ur+n ate: 0 ■ r r ° o , IN o P LT«° f. ° w_L LAIDI N�l_E Lu° PkJ°AeO E F°arnE P »Po xEarJkN,tALAtrN rF OI��o�.rtiL,.,rJk�NstA. E,E_.AAErRN.,RM.REEE«M�I�A _ _Eor'LEAN.GEI,L. t��N H LUMINAIR SCHEDULE i 11��111�9111�.� ll��lll�illil � l�l1:+11111�®illh� _ +INS+11111l� ��lllVll �lll. l�.11l llll� . • 1l1Ikil © 011lil1011111=111111 �1 o ��I11�10i11®�11111� o�alla�ll��l® PLAN NOTES SGL DUPI 5Ei DNAL LIGBTIN, RECEPIM'£PEDE;TAL.'EE DETgI. I/E-d AND IPECIFICATIDN 2 O2 NDe I�io,ND J,N.TIUN — SEE IfTgll WF d.1 S E "CAT ON D Of F TFJ .q IONNEI;TON TD llAlIK ;DD F!. SEF OFTAII O'ODE 3/e C 2N 0 IY DCND.BURY)A-FELDW OP-VDE BA C 4Y 0 IY I DGND: BURY—BC— r�RAOE OPROV DE 'C 2Yd IYIU �-N[I. BURY 24"BELOW 6'RADE PROVIDE '0-3M YIO— BURY'4'BELOV1 I F F I N R A N C OVDF.I /> C PYB Y 0 W BURY21 BFLOW i t •. :BADE ��YYv f, MATCHLINE--SEE SHEET E-3 y } low I ® B 1p 2fY 6p' omw 6ra4 A'•7? G R I F A N C H AN f 6 _ i PLAN NOTES : —'otj 0" MATCHLINE--SEE SHEET E-4 O S CC-IFlC V- AI CSEE HAWv INC STATION SEE DETAI-E_y AND O DETILL�5- COUKT LII'Hl: LI-TIN� CONTcIL:- 0FSNID PE I ./?-G-Ieq,4, I#,0l ND 2UR) :4`BELC---KAX O`NDERi UN J—TION BOX SEE DETAIL NE .r AND O `WOCIF I IlA'C--,IAICOND.EI-2+' SF. IOW 9 PRCN'IDE "C FblO, INIOC--ND BUk24-SEL—DA- OLOA—LUAL�E �A.;Hf FRAnl;FORMER SEEPAN Ef=E--5 fHRU �-,'� ELECTP,Al_ CONNF;TION TO A64TEKCOOLEK SEE DETAIL � TRO-IF. i'D�BAIO, 1011 I�NCI EIIFY24'FFICWI,NADF E.> FOKADDITIONAL DETNI. LI TIC, �l CLE:TPJCA� CONNCTIONFCR1OI,1NTAIN SEEDETAILNE-E., I' EC`n MEfEID-HIIN�,VANELI_%RMCF i0 y-VIE101 L'Ir-Y.-vI,,`CA NiCPELIiEMNATEI OS:-L DUPEXn—C'UAL LI,:HTINt, RECEPTACLE PEDESTAL SEE OPROVIS'I'C- P Rtl, I N i O:— BLRY 24"BELOW CON —IF. FIil- XrIITHU.F T�NNIS r.:O11U,T IIC="TIN(�. F I N R MATCHLIf•dE--SEE SHEET EL —2 VfTAIL VE.n AN D Sr ECIF ICATIO N P. �:Uv1DE. EIk2A• EfLCW �KiDf. 0 1d 2V fi0' OG HAIL Vt 2 ANDF�I-5 1. PI JI,,X RF.CEFTACI E f FDFSTA:. .SFF O. F KO I ,F � 2N'., 1 N6'GNI, EI/FY 24' EF.I UW r ❑ O ?ROV1. X� 2R10, IA IO DND 51 SKY PA"E[LO'N L--, T_W.JE, v R(1VI D[:UA"C-ARID, IN DEAL EIIk2a"5EL0'N�E O PROVIDE I'C•?R6. 1d.O CNO BUk[4'DELOW '+NADE. O PRC E / C 5Af N O-ND DUk )A" C'fL0 �MDF Nfs wS ��'xrrn'+ws f 'r41411e.+r6 raeASa....+In IIIYIIfI, imr r.n Lf-] REVISIONS NDID BM N99 LEV 49971 A CAwi.AAV L Fw,..n,ri."` - _ nsn� �.. .l]+fa M1�pioeEA CI1Y OF LA OUINTA CALIFORNIA SHEET 62 gs SHLLTS GHIh FIN FiANI,H HUA ULUBHOU SL fRAG'I N0, 52B%9 R•v '94/a9/15 o.,c LINE VOLTAGE PLAN 2 w. V[s >�. 61.ail aa. tif'tt I PLAN NOTES G f m OELEGFRICAL GONNEGTON OR FOUNFAN. SEE DETAL IIE?. OUNDCRGRO ^NN I ONGTON BOX SEE DETAIL Y.I6 AND S Lnw NnLT 11 < 11T TRAM STRMER SEE PLAN Sr EETS E 5 TIRLI E > FOR ADDITIONAL DETAIL OELECTRICAL CONNECTION -OR EG'UNTAIN B- _ EE DETAIL WE-�. O?IL DUPLEX BTAUE RECEPTACLE PBGE.TAL, SEE GETAI_ III .v AND PIGIFICATION 9. OF'NOVI DE 3/4•;-2M 10, I110 f;N I. El RY 24'5ELOW I —E. OPROVIDE.'./4 _M . IX I GND 9URY'2n'BILOW 1 RAOE. OPROVIDE tIJ2- CONDUIT GNLYTO PANEL' LPAND (111' GO NOUI F ONLY FO PANE L'L' VERIYI—F LOCAFION. PROVIDE. lt'Ih13/ I E" I OW POIY-PS' MINE 11PI RL�PF TERMINATE IN CONCRETE PL—OX FIRE POE-_ RUILJINI AND SITE LIGM1TINUR'FCZICAL III I" EEL- GRADE, OPR DI DC I'C• 2ME .I10 aND. BURY 2'"BELOW RADF.. OELFC FRICAL GO NNEG FION FUR T-JUN FAI N', SEE DE fAILWE-e OELECTRICAL RECEPTACLE DIDNNECTICN REUREFWC REGFFS SEE DETAIL B/f- I0. OF'ROVI DE 3I1't: 3Y 10. IM 10 FiNJ EURY 24-BELOW (:RAGE. I F F I N R A N C H MATCHLINE--SEE SHEET E-3 "�t-------------- i i K C9 -— s I L_-� J � �'' a w rJ'•4s bi I n _ T s (/rf q T�YSfr aKer w.4t 9V�v G R I F F I N R A N C H PLAN NOTES OG WGP CVOLTAGE ONNECT TD TFW RS GWER?CABLE GW 3-12" BELOW Oz PROVDE—G MA12U VOLTAGEGABLE.BURY 2'BE— GRADE OPIBOVIDE IM G-2 R I G LOW VD LTAGE GABLE, 25SUPPLIED WITH EACH' I B-IRY I2' BELOW GRADE. a UNDERGROUND JUNGF JN BJY: 3E1 Df fAl_ IVE-C ANC 511:' (:ATON 1. J j= L r-- I — _ — — J 1 ' - _ +�,? - 4`1 ,�•�.•, is _. � + E A y r - — ^jam- MATCHLINE--SEE SHEET E-6 REVISIONS I �nRRcrm I wrt �kPkK� `uINDIO BM—ISS IELEV.� 49971 f ,• y ��M a'1 1 i l E Li1/.91 mi CEDasal nR a�-09� D. ItPSR• M 0 1a za sa 0 MGM Sub 1--w Q OJ�19A _ CITY OF LA OUiNTA CALIFORNIA SHEET GRIM 0. 4Av,^,y FIQA CLLB 00Y' '-ZAC' 11i1. Ss$�a me L011 VOLTAGE PLAN 1 95 F G R I F F I N R A N C H MATCHLINE--SEE SHEET E-5 II V 4 - • r f'IF 1 -Yl r, ro a all PLAN NOTES — MATCHLINE SEE SHEET E-7 "'VIDE L,A' G 2/C N i 2 LO'A' VOLTAGE CABLE. BURY 12' BELONG GRADE. GONNEC r TO —NOFORAAfR'r2 bnD'A'. O7 LOVE 3;e'C-21CM12 LO'A' VOLTAGE CABLE. 511R'Y, 2-EE— GRADE. CONNECT TO TRAN—ER T3FC-1. OPROVIDE 314-C-Z k12 LOW l OLTAGE CABLE BI,RI'I 2-BELOLV GRACE. 4 'ROVIDE I/z" C- 2/C M n LOW VOLTAGE CABLE. 25'SUP=LIED N'IFH EACH FIxrLRE. BURY I " BELONl GRADE. UNDERGROUND JUNCTION BE% _-DE DETAIL K-,q AND 5PEGIFIGATIEN i. OLOW VOLTAGE Tf NS 70FWEk, CO NCNETE LIGHT P-TM'AL'- NOUNrEO. SEE MOUNTING DETAIL M-6 AND F-I1(rURESGHEDUIE HG—EGIFIC-DN. Oj SEE DETAIL NE-P FUR-,TATUE LIGHTING-TATIATICN DETAIL, O5EE GUI AL CIU-e FOk -WN LIGHT-TA.IATIGN DETAIL D 1P 2d 60 S..k l-w N PLAN NOTES 'ROVIDE 3l o- 2K. M 12 LOW VOLTAGE :ABLE. GUR.i 12' afLON' c RADE. cc NNEcr EO nBAN Fo RMER'r4' L;OntV. g "ROVIDE 3MC-2/C 112 LO'd'VOLTN'ECA%LE. BURY 125EL011 —DE. rCNNCCT TC TRANSPCRMER'r5 s001M. O:'RDVIDE 3. o- 21G d 12 1— VOLTFBF ;AELF. EURY 12" BELOW SR Gll CONNECT TD TNANS- oFWER Tr- r'DO'.4'. OLIY VOLTAGE TP,.Ws BMER, III WONTING DFTAIL E/FL 5 AND f 1%Tl- 51_HE DI'I F I Or; 11 CATICN. O'ROVI DE 3M C- 2IC # 12 LCLV VOLTAGE :ABLE, BURY 2' BELOW GR1Pf. O"'F'.OVIDf 1/2"C-2rt pi.. LON'VCLTAi,f1;ABLf 25`SI IF=LIfD N'ITH F ..H PI%SURE. PURY I i" BEIO'A' GkAJE. I D[ i 2' WFATnFR TIGHT I.FX- PIC k.6 L00' VCLTAGF CABLE. MOUNTED E%+FLED ON TREE. SEC DETAIL LIE- 10 FCR TfNfESErgf INSTAEATION. O'Pf-'VI DE I/2- EMT - 2IC MI6. BEE DETAIL B/S-IO—TRELLI5 INSTALIL—N. R I F F I N R A N C H MATCHLAE--SEE SHEET E-6 L LL Oa 1 - - - - - - - A _ * 5 •may I LF ��r's�Y.' ■ s��y,' . �7 l a•►,, +>I ww•► L J. 1)DERG DI'ND AINCTION BOX IU DETAIL P;ff b AJD S—IFICArl— I. OSEE DETAIL DE e FCR PLANTERLI'ALL N.`.'.TAL .ION DErAIL _fE —AL CAE ? FOk DC'AM --:HT INSTA-TION DETAIL 12 SEr DETA1LC/Elo--ANG-1—I_'.f r IDEAL-1oNDCTN- 13 CCE.DCr.AILNE ITT rOR=IRT:Plr E-, ,-rALLATIDNDETAIL ryrw Mr r Jw t #fle 9+l•� f I�,'"%u wxwww w. 3SS mLTox c xlrorar.us 1C`C '� 0 1P 20 6tt 4k 71=� mm Scab 1-2U G R I F F I N R A N C H i 1 - f tfo ur �l n wcriox eor� �- Y. F_ etksa set �,d,s ,uuc*you x; oo TYPEE x wAiL - �SYFtL YLH'a TYL�1E L1GliT -- --- 7`eFE ri' i.:w v4+7AGE Ur_U �...YHSTALLA7tpFl ➢ETA1L g T11=7[()N DETAIL � Ni�,T! (iJ+,710�1 f3PYA1L D INSTgLI.TiCJW F�]'A[L sex - ., MUST sr .�,r. IPfN;:Il AND Iti5YAL1ATl[yy pL'TAIL h'STALLAATON DVAILff .�y.. VOLd LA�,1OH ll-IML N%ASSAATION OCiA! - - - C �E tEPTATLE PENAL eI I;5/ YF '. - ON SF �TIQN 7."-1 REVISIONS �y�" IN010 BAI p99 ELEV 499 ]I ;°TN OF LA QUIN7A, CALIFORNIA /sawrto a,[f�za varo° a .t .t..... S t. D„ c .c.wSCttp'F7NTeAK# �A Q1�4115"t -TRACT NC.:3474 F17 a<__ .___-_�E4DETAILS 9S •,ry Yll['e�1. (f_M .{. t1Y. SHEETS G R I F F I N R A N C H VIM lam ------------- El I ❑.. b � I �,.w,wu I ! i " I II j UIIIWFJN:: FCAIKiI'pW 1L7iIi L7i111C7L ..TY!'E F 2-J' 11PQi ClvLii P9ANT�$'A'pl.l SMA[jC TRP'_LL 8' — - p 4N3TpP.LATlikI LTtTpiL IN5TALLATION MAIL F IF197A_VITIQAI r7F.'.pIL r. c C5 ! revvwco #99 ELEV 99 ]t ..n wn x SHEE REVISIONS iNoio BM F $ CITY OF LA QUINTA, CALIFORNIA GRIFFIN RANCH HOA CLUBHOUSE — TRACT N0. 32879 68 DETAILS 95 CI j�J4J13 KPAt • VY 4 4L S# e. l t . t. a.. SHLL15 G R I F F I Ncl- IB' �r'ML +KM �I,AAw 7J F I;r co nnor hrinG cuvS enuP vmn noR�oeo wnouun.lc ITFs 's��bitiE u u L S] w cw�.a oan aox Art. Irc-. �,.o�e�� „P z i�awid i+.:r I•f-t«r.�la , F. .._ a,~ Pf.PGf F Jt WCrN L.. D w ION =Apt_ = REVISIONS wvxwco wrP INDi0BMN99 ELEV <99.71 xnf /n w,in wr! ivwFxwa �S"f xLc saar+�>aICA �+*'o s• eev.y P. S,miR Ikk IA OUINIA. CAI_[F4RNIA as9l�R,.1rin "Nci- AGA .>+aer04 %'] _oA DtBNA Su — itAC4 =iC. SPBYB 95 I F F I N R A All 1 — TukE m— ED— STEEL P_ 11E -HEELLLZ 7 IT Ll. A —Al -L —Al r-111 IT I IT "T, p. lbll I'll I I I =111, -TIlk-, Ian (PI 17 ).NSTAIIATQN TYFC 7 F'fZt5MM VIGJiT NOT u5to DETAIL imSTALLIATION WAR, v. CL,- IL N-roR rL'LL CUT'FF —l-LF LED R-N. ITT - I Ll �11 E� ITRUCTLJ— C-0—N, 11 ILL 5T—TLI-L —1-- DLLE HA- -1 1. r uukr T z I z i :=w �,NA7 \ TLI Alu" I-- EGLTI C.] 1. V11 T 111, 1 0 LN-TLIDED I—TEI DE� N 111 N —T= " Nl E.Tl NIT TYPE 'A.& M05"CELE tw_ COURT I.I.TIOIN DETAIL UGM UGW rllA=MrA2L TYPE'P BOLLARD LIG4-cr INSTALLATION DETAIL T=C rA N T CUT A)L L CITY OF LA QUINTA, C:AL-lF-,MlA T SHEET REVISIONSFIL�l,TaY Mm I -D 0 �10 T GRIFFIN RANCH HOIA CLUBHOUSE - TRACT NO. 3287 —V�PIZD.7'=j.�ZE� —N! 95 wn DE AILS r P, I WIN= 0 i M1. E M - MMOO � � 120 Omm"wom WWI i7 " kin So llll l 0 h NO ,mrm MINHOOZOO113" ................ F 7 - - - - - - - - - - - - - - III VIN I DI MIN &T,6 r ER T L------------------ I TENNIS/PICKLE-BALL CT. LIGHTING CONTROL PANEL'LCF-2' INSTALL NEXT TO ENTRY GATE A N .5 IL J L - - - - - - - - - - - - - - - - SITE LIGHTING CONTROL PAMELLCF- I' ELEA] REVISIONS .1 INDIO 3V #99 1 ELEV 49971 90M CITY OF IA QUIINIA, CAL*ORNIA s.w.nmr.wi .a1517 CAWFIN Amio)" 4 X U111114911SE — TRACT I;. M379 71 K— PANEL SCHEDULES & 1 LINE DIAGRAMS WILL 15 =Zrl, 1 95 G R I F F I N R A N C H fr cl"+1 ♦iC Rn�Hr ZF+ v.%w,.zfT°�T� use wiey+Yr� �.,•,..• ' ra i+N+Wi .IfMNG pr, r+)Cuw+ q . s fwt.h+�+aY Yr rr�er++Yr�r.• rM:+� _. .w.w�a�rY .+.�.w wti...n MGM a. REVISIONS ,roxorcc mt ' INDO 6M #99 [LEV 499 71 xx sr xcmr/x "r roxrmrEs*cox nx[ w .u� "oxxo. sxir pwo n soom .00co .o x.awx .awmwe+.wmw' JVU Ml41 n iF(1 vn vnr+vr ypy -.mm.- 'per +' 94] _� µ; I(c.q F � ClfY O- A QU N VA, CALIFORNIA ORNIA _ _ _ RANCH ORIFr IN RANCH HOA CLUBHOUSE TRACT NO. 32879 Pt 7 SHEE 7Z or - .____. xosmc +�cwxoxsl _ _ _ _.. -..___ - uirw, c xrorxx.xs .�.....°.....-..,,,r•..... xGSP wa TI!LE-24 M'XBp . .Ala Xx It � 14.. r f. sP• 95 SHEETS SHEETS ��nn ■I�1 __ Pt �tw��_�rr ss�rara I i I b I IIr,1V+' .cat j"a ebm+flP^rr:irr++wrrr rrrr� NORTH ELEVATION W.r SOUTH ELEVATION ,,. W.,o WEST ELEVATION EAST ELEVATION wa W.— - scua em. i�a - 1 7 ry � 1 i yt is n a."�ae +nc3wm+ r aam, wwx : umr. xu .a arwzw aaw os miae ,a'm�a •v+ u w arar�.•. c.a w u a++ amn l ILET i_.r'r1''' .,..n ,,,,.�„ e. �,c �xr REVISIONS W IvDio er+ pgg tC v agg. i, ` se CITY OF LA QUINTA, CALIFORNIA S74 _ GR FT'N RANCH GOMNUNITY CLUBHOUSE — TRACT NO.. 37879 aosnrve zuv n. orvsj oxza. ewm /loco ro wxr mH. nxomr r, a+cacwn .m 4 —1.P' o-c PERSPECTIVE RENDERING 95 smi Pegc CA 9310659i91 dS+Y/1s/1J —IL T . , r Ie— SHEETS ROOF PLAN FLOOR PLAN r- SITE FEATURES KEY f-F.• s 1 Existing Post Office 2 Recreational lawn Area 3 Fenced Dog Park 4 Tennis Courts 5 Picklehall Courts —2 f d - 6 Parking 7 Service 8 Outdoor Kitchen/ BBQ 9 Outdoor Dining Area 10 Serviec Driveway ---+ �" I I Relocated Statue lbw •+ � - 12 Fountain/ Water Feature 13 Gas Fire Feature , 14 Seat Wall f 15 EventArea 16 Raised Planter Seativall •Is . ( ,✓ �LAI 17 Shade Trellis 18 Rose Garden 19 Bird and Butterfly Garden 4 Swimming Pool (Future) � f 2U 7 { � ., _ _ s •,. � 21 Cabanas (Future) 22 Equip/Restrooms(Future) 'T. am, .. t� 23 Spa (Future) 1 24 Reading Garden 25 Golf Cart Parking it 26 Putting Green - ' 27 Hitching Post 28 Shade Structure and Bench Al 29 Drinking Fountain 30 Bike Rack l BASIS (lam BEAPINC�EA�ING � N�5 � , _ " " wioc .nn mfo ir+xN �s �o a� fwn ea mxr� a�w,l ,F•�� - / r, 'q l REASONS 9— INOIO aM 099 ELEV. 699 71 "5 7 n on ri4 w •h n .usn s� � � 'a7 (w.a. sn, mdm w: ] �m �. •-. - snxsr KVtw s h — �•-�� aoa aivai � - smo�,cAs:�ia��ias� ATTACHMENT # 5 SUMMARY - GRIFFIN RANCH SPECIFIC PLAN 2004-074 AMENDMENT NO. 2 PURPOSE OF SPA NO. 2 The Griffin Ranch Specific Plan was originally approved in 2005 and included a minimum 4,000-8,000 square foot clubhouse. In 2007, SPA No. 1 was approved that added 90 residential lots and increased the size of the Clubhouse to 20,000-35,000 square feet, including restaurants and other facilities for use by the general public. The proposed SPA No. 2 returns to the smaller Clubhouse concept approved in 2005, which is intended primarily for the use of project residents and results in a more manageable ongoing maintenance cost to be carried by the HOA. SETTLEMENT AGREEMENT The smaller clubhouse design is the result of litigation and a settlement agreement between the Griffin Ranch Homeowners Association, the bonding company, and the previous developer. All parties support this design and are anxious to see expeditious approvals so construction may proceed. To facilitate this, the applicant has submitted at -risk construction plans for concurrent review through the Building Department. Consequently, it is hoped that the City will approve the project with minimal changes to the proposed design. SPA NO. 2 REVISIONS As noted above, changes to the SPA focus on reductions in the size of the Clubhouse and parking facilities. Consequently, SPA No. 2 will affect only the following text & graphics:. ■ Page 34 - Clubhouse Permitted Uses Table ■ Page 34 - Clubhouse Development Standards ■ Exhibit 37 — Clubhouse Plan View ■ Exhibit 38 — Clubhouse Architectural Elevation The tables that follow reflect the revised uses and standards proposed for SPA Amendment No. 2 along with a comparison to the earlier approved versions of the tables. Per the suggestion of the Planning Department, the use categories have been generalized for Amendment No. 2. The applicant is open to discussing further refinements if Planning deems them necessary. Revised exhibits 37 and 38 show the new clubhouse site plan and building elevation. 1 CLUBHOUSE PERMITTED USES COMPARISON GRIFFIN RANCH Original SP Private Equestrian Club for residents plus up to 150 Open Memberships Outdoor Game Courts — Up to 4 Tennis Courts !Lighted & Unlighted a Dog Parks Swimming Pool ]Swimming Pools/Spas Spa Locker Rooms (Locker Rooms Sauna, Weight Room Weight Rooms `Health/Fitness Facilities jAerobics Rooms r N jBilliards, Card Room Reading, Gathering Room Up to 3 Tennis Courts Swimming Pool Spa Amd. No. 2 ,Putting Green ' jBoard Room Amd. No. 1 fiPrivate Club for residents plus Up to 150 Open Memberships Fitness Rooms [Massage Rooms Card Rooms Administration Rooms Gathering Rooms Meeting Rooms Private Clubs Card Rooms !Administrative Offices Meeting & Assembly Rooms Salon (Salons Private Restaurant, Bar, Lounge. Private Restaurants with Patio with 50-60 Seating Capacity for up to 110 seating, Bar, Restaurants, Bars & Lounges Lounge Viewing Terrace ,1 f TheaterTheatcrs Minor retail uses associated (Minor Retail (accessory) with the listed uses 2 CLUBHOUSE DEVELOPMENT STANDARDS COMPARISON GRIFFIN RANCH Standard Original SP Amd. No. 1 Minimum Building Street Setback 40' 20' Minimum Building Abutting Single Family Lot Setback 20' 20' Minimum Building -to -Parking Setback 10, 110' Minimum Building -to -Building Setback 10' 10' Amd. No. 2 r 20' 20' 10, 10, Minimum lot size r20,000 s.f. N/A N/A 2 story 2 story T[40'/Tower; story Maximum Building Height 40'/Tower 40'/Tower; 36'/Ridge 36'/Ridge 6'/Ridge Maximum Lot Coverage 50% 50% 50% Parking 40 Auto 115 80 Auto 64 Auto 1,2 Golf Cart 15 Golf Cart 14 Golf Cart Minimum Clubhouse Size (sq. ft.) 4,000 — 8,000 j 20,000-35,000 10,000 Notes: y 1. Includes 4 handicapped spaces. i 2. Minor adjustments subject to approval by the Community Development Director 3 PLANT LEGEND PLANT LEGEND • CONTINUED aLntYar m �VA.i. Ytn�e-v: ll- ® r.••aA.ewr.c,A maienaw,pa, am. .vx vx , vianuanrw reurta.aa! wso. wv n : IY9I61Yf!OInWrYYfIi Y@6W DFlArYH4NPNOxItR, NBN .dY 5 ® ulvul..urrlme!um�• uecrn¢ uu. tur s O�V]tlYd YfMfpY,xµ rwsrY bpb x4lr N c uct slnrr..ww,a. !relnlna.e r•en nnu w-r .rr+ (YdFYA 1Cy0tA Wt#fSCMCItXO Sdr :tM O.ffi d■ N[W fYCTLgY Y1�Illx Y.e nOFp Ye{orn 9drn Yfmr v ... rczora inrOM1Wlkr u�wmnmuYen.�f wYit ,!W tlY r>• vwae.wu.oJ wnAc 5tin•�xwee Orr wev umY1 .x r MRiAKU YRf B•11M4 t5G4 V&➢LY df.0 , b KEY MAP A%%WUE" aaw Aglx.®p YoeeAcar !�!x.nx ""errs asx aw �wcrcn raw�gv.mab t t� .ar �i ta!! ' �M�4YrG•tFr!Ygl •� Kh�[!V Yl ix �., l®FaIYM.WW,1 IOMY�ItM 6lE 69MA! WvdLYallmYLV YI. W S4L !qr NWK`]kl VWi- IM'1rilMl kEl!!F •fit •PV i1•Ir[NY�,� ltu GI.463FDM I.Fr,1sllY� Yf6F FRftHID+ !Q If/f JIr !1f9W dam rr.n xslrtufaau laa .cw alaxwewar caGArw+,.aY euwYulaafrr �LFYmw .W, eul rmr �.mafrexwxfaao �1SM1IUIM®[i stcfsfet W]M wYs :aw pF61r a6Y LAY �N [161Aif1flppMtlJEml6 �.lrA1 FW BAh tl:Y IGl Ow BIBtl11YttYWl4u Tr[yrlF rrn!!.�!w 9. 5¢1S llY xnunc+rroa�dxl �ntfr. wIMrAOd+.0 OKdOrE ee.• tae IG tuv tdr WRWAInI Wlb1QD ONdaOuo!b44tr9Yf !cY ar Y3ATM..:M Wn42rcW nldR !� .qr Y>IfYY.n ..4"r f6,� N•. qNr YafylSB.6Y14 a 11P1Y knrV!fuY f�x!a nmmnr. Nfilf a,>�rra�AYY dill al Ylny 011MM PMRAnAl9rx!f �IMAr WW d4r :ad Ai AYfMlY9r.A><. �� rem,!w.frtdrr mvE losmr !u. Yfnw SNN1IRpl d.111Di1i[ ;pLL � Aw..nAp!au �.1.xw YlGrty:+^r r.—Atw... , av 1GwrM14Sl ;; IMFAWmMari OE811 YVMIO➢ OYMO� tgy/pnpgp .'A rrLL40 Q w MERV GRIFFIN WAY - SITE FEATURES KEY 1 Existing Post Office 2 Recreational Lawn Area 3 Fenced Dog Park 4 Tennis Courts ~- 5 Pickleball Courts 6 Parking 7 Service 8 Outdoor Kitchen/ BBQ 9 Outdoor Dining Area 10 Scl v ice DI iveway ll Relocated Statue ]2 Fountain/ Water Feature 13 Gas Fire Feature 14 Seat Wall 15 Even[ Area 16 Raised Planter Seatwall 17 Shade Trellis 18 Rose Garden 19 Bird and Butterfly Garden 20 Swimming Pool (Future) 21 Cabanas (Future) 22 Equip/Restrooms (Future) 23 Spa (Future) 24 Reading Garden 25 Gol€Cart Parking 26 Putting Green 27 Hitching Post 28 Shade Structure and Bench 29 Drinking Fountain 30 Bike Rack CLUBHOUSE LOT WATER USE: I X w MAXIMUM ANNUALAPPLIED WATERALLOWANCE CONVENTIONAL LANDSCAPE: 428,899100 CUBIC FEET PER YEAR RECREATIONAL TURF GRASS: te8,Y93100CUBIC FEET PER YEAR MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 512 182 100 CUBIC FEET PER YEAR ESTIMATED ANNUAL APPLIED WATER USE BY HVDROZONE TURF GRASS HYDROZONES: 0 100 CUBIC FEET PER YEAR RECREATIONAL TURF GRASS HYDROZONES: 1 O5,M7 100 CU01C FEET PER YEAR LOW PLANT HYDROZONES- 181 184 100 CUBIC FEET PER YEAR MEDIUM PLANT HYDROZONES 2L210100 CUBIC FEET PER YEAR HIGH PLANT HYDROZONES 2-918 100 CUBIC FEET PER YEAR WATER FEATURES: 1,043 100 CUBIC FEET PER YEAR OTHER 0 100 CUBIC FEET PER YEAR ESTIMATEDANNUALAPPLIEDWATERUSE 401,942100CUSIC FEET PER YEAR N.T.S. -se- N Z IZ LU U� Z Q a CWC C a Z1 N Q O a LL � U U W a CO 1-1 NOW N ELEVATION u!26T E EVA71ON w y. it SOUTH =varION EA6r "VATJON m x w N.T.S. _67_ ATTACHMENT # 6 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES MONDAY, AUGUST 21, 2013 CALL TO ORDER A special meeting of the La Quinta Architectural and Landscaping Review Board (ALRB) was called to order at 10:04 a.m. by Planning Manager David Sawyer. Planning Manager Sawyer led the Committee into the Pledge of Allegiance. PRESENT: Board Members Richard Gray, Kevin McCune, and Ray Rooker ABSENT: None STAFF PRESENT: Planning Manager David Sawyer, Assistant Planner Eric Ceja, Associate Planner Jay Wuu, and Secretary Monika Radeva PUBLIC COMMENT - None CONFIRMATION OF AGENDA - Confirmed APPROVAL OF MINUTES Motion - A motion was made by Board Members Rooker/McCune to approve the Architectural and Landscaping Review Committee Minutes of June 5, 2013, as submitted. Motion passed unanimously. BUSINESS SESSION 1 . Site Development Permit 2006-872, Amendment No. 1 , and Specific Plan 2004-074, Amendment No. 2, submitted by IOTA Griffin, LLC. for the Griffin Ranch Clubhouse project. Location: Southeast Corner of Madison Street and Avenue 54 - Griffin Ranch. Assistant Planner Eric Ceja presented the information contained in the staff report, a copy of which is on file in the Community Development Department. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 1 AUGUST 21, 2013 Mr. Paul DePalaits, AICP, Director of Planning with MSA Consulting, Inc., Rancho Mirage, CA, introduced himself, gave description of the project, and answered the Board's questions. Mr. Tim Jachlewski, President of In-Sie Landscape Architecture, Inc., San Diego, CA, gave a brief presentation on the proposed landscaping and recreational facilities for the Clubhouse including the golf course, putting green, dog park, event lawns, pedestrian walkways, etc., and answered the Boards questions. He said that a condition had been included in the settlement agreement requiring that the proposed Clubhouse design and facilities be unanimously approved by all residents prior to building, and he indicated that all residents had unanimously approved what was currently being proposed. Mr. Scott McFerran, owner's representative with Decatur Advisors LLC., Carlsbad, CA, introduced himself and gave an overview of the history of the project, it's past and current owners, what the original plans had been and how they had evolved into the project that was being presented to the Board today. Mr. Mark Longstaff, Architect with McKinley Associates, San Diego, introduced himself and answered the Board's questions. Staff recommended that Condition of Approval No. 6 be amended not to include the direct reference to non -potable water. Motion - Minute Motion 2013-002 was made by Board Members McCune/Rooker recommending approval of Site Development Permit 2006- 872, Amendment No. 1, and Specific Plan 2004-074, Amendment No. 2, as submitted with staff's recommendations and amending Condition of Approval No. 6 to read as follow: "All water features shall ,be in accordance with LQMC Section 8.13 (Water Efficient Landscape). " Motion passed unanimously. 2. Site Development Permit 2013-925 submitted by Prest Vuksic Architects for the consideration of approximately 55,400 square -foot retail building. Location: 46-753 Adams Street - One -Eleven La Quinta Shopping Center located north of Highway 1 1 1 , between Washington and Adams Streets. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 2 AUGUST 21, 2013 Associate Planner Jay Wuu presented the information contained in the staff report, a copy of which is on file in the Community Development Department. Mr. Michael Shovlin, owner, La Quinta, CA, gave an overview of the proposed building and future tenant, what the potential benefits would be of having the business in the City of La Quinta, and answered the Board's questions. Mr. John Vuksic, Architect with Prest Vuksic Architects, Palm Desert, CA, introduced himself, spoke favorable of the project, explained the proposed building's architectural style, design, height, color palette, etc., and answered the Board's questions. Mr. David Drake, Project Manager with Prest Vuksic Architects, Palm Desert, CA, introduced himself and answered some of the Board's questions. Board Member Rooker suggested the color of the building be changed to something more vibrant in order to draw attention to it, and a stronger architectural style be used to make the building stand out. Motion — Minute Motion 2013-003 was made by Board Members Gray/McCune recommending approval of Site Development Permit 2013-925 as submitted with staff's recommendations. AYES: Board Members Gray and McCune. NOES: Board Member Rooker. ABSENT: None. ABSTAIN: None. 3. Village Use Permit 2012-045 submitted by Tower Energy Group for the consideration of an expansion to the Village Market. Location: Southwest Corner of Avenida Bermudas and Avenida Montezuma. Associate Planner Jay Wuu presented the information contained in the staff report, a copy of which is on file in the Community Development Department. Mr. Nick Fullerton, AIA, Architect with NFA Fullerton Architects, PC, Bigfork, MT, introduced himself, gave a brief overview of the project, and answered the Board's questions. Staff noted that the project was brought forth for review to the ALRB subject to resolution of an issue regarding a potential underground utility easement. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 3 AUGUST 21, 2013 Board Member Rooker suggested landscaping be added in the area between the proposed building and the existing post office. Motion — Minute Motion 2013-004 was made by Board Members Rooker/Gray recommending approval of Village Use Permit 2012-045 as submitted with staff's recommendations. Motion passed unanimously. CORRESPONDENCE AND WRITTEN MATERIAL - None BOARD MEMBER ITEMS — None PLANNING STAFF ITEMS • Staff inquired if the Board would be available for a special meeting on September 18, 2013. • Update on the City's efforts to revamp its current review and approval processes. • Staff congratulated Board Members Rooker and Gray on their reappointment and thanked the Board for the services they provide to the City. • City Council adopted an ordinance amending all municipal code chapters relating to Commissions, Boards, and Committees on July 16, 2013. ADJOURNMENT There being no further business, it was moved by Board Members Gray/McCune to adjourn this meeting at 1 1:51 a.m. Motion passed unanimously. Respectfully submitted, MONIKA RADEVA, Secretary City of La Quinta, California ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 4 AUGUST 21, 2013 T4t,t 4 4v QuIx& MEMORANDUM TO: Honorable Chairperson and Members of the Planning Commission FROM: Les Johnson, Community Development Director DATE: September 24, 2013 SUBJECT: Specific Plan 2004-074 Amendment 2 Site Development Permit 2006-872 Amendment 1 Griffin Ranch Clubhouse Subsequent to completion and delivery of the referenced item's report, it was brought to staff's attention that an incorrect exhibit for the Griffin Ranch Specific Plan Amendment was distributed to the Planning Commission, and a condition of approval was unintentionally omitted from the recommended conditions of approval. Incorrect Exhibit Attached is the correct Specific Plan Amendment exhibit, the difference being the correct exhibit references tennis and recreational court lighting height standards. Additional Condition of Approval Condition of Approval #82 will be added to the recommended conditions of approval for Site Development Permit 2006-872 Amendment 1 : 82. All water features shall be in accordance with LQMC Section 8.13 (Water Efficient Landscape). SUMMARY - GRIFFIN RANCH SPECIFIC PLAN 2004-074 AMENDMENT NO. 2 PURPOSE OF SPA NO. 2 The Griffin Ranch Specific Plan was originally approved in 2005 and included a minimum 4,000-8,000 square foot clubhouse. In 2007, SPA No. 1 was approved that added 90 residential lots and increased the size of the Clubhouse to 20,000-35,000 square feet, including restaurants and other facilities for use by the general public. The proposed SPA No. 2 returns to the smaller Clubhouse concept approved in 2005, which is intended primarily for the use of project residents and results in a more manageable ongoing maintenance cost to be carried by the HOA. SETTLEMENT AGREEMENT The smaller clubhouse design is the result of litigation and a settlement agreement between the Griffin Ranch Homeowners Association, the bonding company, and the previous developer. All parties support this design and are anxious to see expeditious approvals so construction may proceed. To facilitate this, the applicant has submitted at -risk construction plans for concurrent review through the Building Department. Consequently, it is hoped that the City will approve the project with minimal changes to the proposed design. SPA NO. 2 REVISIONS As noted above, changes to the SPA focus on reductions in the size of the Clubhouse and parking facilities. Consequently, SPA No. 2 will affect only the following text & graphics:. ■ Page 34 - Clubhouse Permitted Uses Table ■ Page 34 - Clubhouse Development Standards ■ Page 36 — Court Lighting (new subsection under "Additional Development Standards" ■ Exhibit 37 — Clubhouse Plan View ■ Exhibit 38 — Clubhouse Architectural Elevation The tables that follow reflect the revised uses and standards proposed for SPA Amendment No. 2 along with a comparison to the earlier approved versions of the tables. Per the suggestion of the Planning Department, the use categories have been generalized for Amendment No. 2. The applicant is open to discussing further refinements if Planning deems them necessary. Revised exhibits 37 and 38 show the new clubhouse site plan and building elevation. 1 Revision to Page 34 per SPA No 2: CLUBHOUSE PERMITTED USES COMPARISON GRIFFIN RANCH Original SP Amd. No. 1 Amd. No. 2 _. Private Equestrian Club for Private Club for residents plus residents plus up to 150 Open up to 150 Open Memberships Private Clubs Memberships Up to 3 Tennis Courts Up to 4 Tennis Courts Outdoor Game Courts — Lighted & Unlighted Dog Parks Swimming Pool Swimming Pool Swimming Pools/Spas ,Spa (Spa Locker Rooms Locker Rooms Sauna, Weight Room Weight Rooms (Aerobics Rooms Health/Fitness Facilities Fitness Rooms (Massage Rooms 'Billiards, Card Room ICard Rooms Card Rooms (Administration Rooms Administrative Offices (Reading, Gathering Room (Gathering Rooms (Putting Green (Meeting Rooms Meeting &Assembly Rooms Board Room Salon Salons Private Restaurants with Patio Private Restaurant, Bar, Lounge for up to 110 seating, Bar, Restaurants, Bars & Lounges with 50-60 Seating Capacity Lounge Viewing Terrace Theater Theaters Minor retail uses associated Minor Retail (accessory) with the listed uses Fa Revision to Page 34 per SPA No 2: CLUBHOUSE DEVELOPMENT STANDARDS COMPARISON GRIFFIN RANCH Standard Original SP Amd. No. 1 Amd. No. 2 Minimum Building Street Setback 40' 20' 120' Minimum Building Abutting Single 20' 20' 20' Family Lot Setback Minimum Building -to -Parking Setback 10' 10, 10, Minimum Building -to -Building 10' 10' 10, Setback Minimum lot size 20,000 s.f. N/A N/A 2 story 2 story 2 story Maximum Building Height 40'/Tower 40'/Tower; 40'/Tower; 36'/Ridge 36'/Ridge 36'/Ridge Maximum Lot Coverage 50% 50% 40 Auto 80 Auto 64 Auto' Parking 15 Golf Cart 15 Golf Cart 14 Golf Cart Minimum Clubhouse Size (sq. ft.) 4,000 — 8,000 20,000-35,000 10,000, Notes: 1. Includes 4 handicapped spaces. 2. Minor adjustments subject to approval by the Community Development Director. Revision to Page 36 per SPA No 2 the following text will be added): Court Lighting Height Lighting for tennis and other recreational courts shall not exceed 28' in height. 3 PLANT LEGEND PLANT LEGEND -CONTINUED rc..a• - ..w. trw .s. a r �n x a�.r�a. �uw ,.I �z.,n� u1Ev�rk r, �. u....w _..�+x • r..�W �vnr w.lwuw t.w �+u.a.a�owr iri.1 �.r.w 'A•A �IH pIYY gg� �116r.`•ih/ p ++amu.cn.rx, sup ,. im• TW w,w+. s, +,we r+e. rrnr r. eWc. wrt. •rc•a. �Kavclf�. n�rlva u u-�[xi tiuu •1 ..s , �V- •nN^h� w�Y wA�RY _pNam 1191n %'1 •YYY•W KEY MAP AVENUE $1 CLUfy INIUSF tiI1F `+l 1 �l 7 I 111 1 U) i r) MERV GRIFFIN WAy _ SITE FEATURES KEY I Lxistill" IlostCNllce 2 Recreational Laren Area 3 Fenced Dog Park a Tennis Courts 5 PLckleball Courls G Narking 7 Service S Outdoor KItelTclu' BHQ 9 Outdoor Dining Area 10 Service Driveway I I Relocated Seattle ) 2 I OUIICiallli WatCr FCattlrC 13 Gas Fire Fcature 14 Seat'Van TENNIS! COURT LIGHTING SHALL BE 28' HIGH MAXIMUM 16 Raised Planter Scatwall S k Any EXISTING` ' PASTUREW. I 17 Shade Trellis I $ Ruse Garden 19 Bird and Buttedly Garden 20 SN'In11T1111' POOI (Future) 2I CIhtnas(Fuwre) 22 Equip Restroonis (Future) 23 Spa (Fu(ure) 21 Reading Garden 25 Gult'C'art Parking y� 20 I'utung Grccn 11 27 Hitching Post 28 Sh Ide Structure and Bench 29 Driuking Fountain 30 Hike Rack CLUBHOUSE LOT WATER USE M� V I m m i x w MAXIMUM ANNUAL APPLIED WATERALLOWANCE CONVENTIONALLANCSCAPE 426869100CUBIC FEET PER YEAR RFCREATIO!JFLT0RFGRAS_S 181,293100 CUBIC FEET PER YEAR NI YYIMUI I ANNUAL APPLIED t AT R. LL0 5ANCE 612,162 100 CUBIC FEET PER YEAR ESTIMATED ANNUAL APPLIED WATER USE DY HYDROLONE TURF RASS HYDROZONES: 01CI0 CLJ131C FEET PER YEAR RECREATI ONAL TURF GRASS MOROZONES 191,58710D. CUBIC FEET PERYEAR LOWP ANTHYDROZONES 181,184 IGO CUBIC FEET PER YEAR MEDIUM PLANT HYOROZONES 21 210 100 CUB'C FEET PERYEAR HIGH PLANT HYDROZONES 2,918100 CUBIC FEET PER YEAR WAtER FEAT UPCs 1,8�]IOBCUBIC FEET PERYEAA. OTHER 0100 CUBIC FEETPER YEAR ESTIMATED ANNUAL APPLIED WATER USE -001,972!WCUBIC FEET PER YEAR N_T.S. -ss- N � zll U W CZo Ca aW a � a Z1 IL Q 0-a r� U U W Co Cj .�t "F1J d 51^ 11. j 1}ti.5'S� :114� ", :145��, 511 fh�i4 ��,�'\.;° ��.',.� .� .. -•� �`{t7f�lllkYr��},yi5��5"\��1i'•5�� 55��A ��f��.^1'. s 3i� �. ��-�I Y�+'�-- "5�k'�1��.��,� w�lt�?� , til, �•4s14i} :��' e h, `• a ,, "1'", �'r' Ir INK _ir aft - �..� Y"' r.• :soF 11 NORTH RLNYATION SOUTH ELEVATION WEST EL@VATION EAST ELEVATION i m i x w N.T.S. -eT - C Q ' !V a% Q Z WIZ 60 4 Z °z vow QI� -Z� r- �ILa aka m�LL N v w Q (L r cl) U ■ ■ ■ G R I F F I N R A N C H REVISIONS APPROVED DATE MARK INDIO BM #99 ELEV, 49971 IODATION R R SPIKE IN P/P AT NORRIWEST CDR AVE 50 AND MONROE STREET. (NVGD 29. 50000- ADDED TO MAINTAIN POSITIVE ELEVATIONS). 24.0 25.0 25.8 28.1 2 .6 28.5 28.3 3 .9 28.9 29.9 2 .3 30.8 28.5 3 .7 29.9 23.4 25.1 24.9 READINGS WON CENTER V ABOVE GRADE-W ARMS-5° TILT m 0 I 'Y J Q PREPARED UNDER THE DIRECT y++AIfON [. E 1 — 1,31 H 0�: 956-779-450TlUN: 959-179-4573 7797700500 CO. 501f!! SUPERVISION OF NKOiCIBtWS�� }� A. NO APPROVED BY CITY OF LA OUMTA CITY OF LA QUINTA, CALIFORNIA SHEET � m SRB all90, 1N. 90/11 ST$% 1.21 i s47 DRAWN BY GRIFFIN RANCH 72 --' 1p TON C. NIEDERHAUS J'r 'E PDATE KPJR HOA CLUBHOUSE — TRACT N0. 32879 OF k�urxwTs os 13 / CKBYDnrE TITLE-2495 KPSR PORTION OF N 1/2 OF SEC. 15, T. 6 5. R 7 E, S,B M, SHEETS U September 23, 2013 Jay Wuu, Associate Planner City of La Quinta Community Development Department PO Box 1504 78-495 Calle Tampico La Quinta, CA 92247-1504 Re Griffin Ranch clubhouse tract 32879 lot AW - Site Development Permit 2006-872 Amendment 1 Dear Mr. Wuu, Please accept this letter as acknowledgement that the Griffin Ranch Homeowner's Association has been fully involved in the clubhouse re -design process and fully supports the revised site plan and structures as submitted to the City of La Quinta for review and approval. Please contact me at (760) 619-2808 if you have any questions. Contact me by mail care of: Personalized Property Management 68950 Adelina Road, Cathedral City, CA 92234 Sincerely, e rge Batavick, President Griffin Ranch Homeowners Association PLANNING COMMISSION STAFF REPORT DATE: SEPTEMBER 24, 2013 CASE NUMBER: VILLAGE USE PERMIT 2012-045 APPLICANT: TOWER ENERGY GROUP PROPERTY OWNER: TOWER ENERGY GROUP REQUEST: EXPANSION OF THE VILLAGE MARKET LOCATION: SOUTHWEST CORNER OF AVENIDA BERMUDAS AND AVENIDA MONTEZUMA RECOMMENDED ACTION: Adopt a Resolution of the Planning Commission approving Village Use Permit 2012- 045, subject to the attached Findings and Conditions of Approval. EXECUTIVE SUMMARY: The applicant proposes to expand the Village Market (Attachment 1). Two existing buildings will be demolished, and replaced with an approximately 4,700 square -foot building and the existing gas facilities will remain as is. The proposed building conforms to the design guidelines and standards of the La Quinta General Plan, Municipal Code, and Village Design Guidelines. BACKGROUND & ANALYSIS: The Village Market site currently consists of an approximately 1,600 square -foot market and gas station, and a vacant 1,1 10 square foot restaurant located on an approximately 17,044-square foot parcel (Attachment 2). The two existing buildings will be replaced by a new approximately 4,700 square -foot building (Attachment 3, Sheet Al .2). The new building will include retail areas, a walk-in cooler area, and other standard neighborhood market amenities (Attachment 3, Sheet A4.1). The existing gasoline service is grandfathered in as part of the market's original approval and will remain unchanged. Site Design: The proposed building is situated along the western property line (Attachment 3, P:\Reports - PC\2013\PC 9-24-13\PH 2—VILLAGE MARKET\1 VILLAGE MARKET PC REPORT - FINAL.docx Page 1 of 4 Sheet Al. 1). The existing fuel dispensing islands, canopy, and planting area on the northeast corner of the site will remain. A pedestrian walkway is proposed that connects the front of the building to the existing sidewalk along Avenida Montezuma. Vehicular access to the site will be provided on Avenida Montezuma and Avenida Bermudas. A single 44-foot wide driveway is proposed on Avenida Montezuma, which will replace three existing driveways across the two existing parcels. A single 35-foot wide driveway is proposed on Avenida Bermudas, which will replace an existing 40-foot wide driveway. The design of the vehicular access points and internal circulation is acceptable. All applicable turning radii for large vehicles, loading/unloading areas, and pedestrian connectivity meet Municipal Code development standards. A total of nineteen parking spaces are proposed. Eight parking spaces are existing fuel pump spaces. Three parallel parking stalls are located along the southern property line. The remaining eight parking spaces are located in front of the proposed building, including a single ADA-accessible parking space, and an air/water kiosk space. The proposed parking area design and spaces provided will accommodate the proposed building. The existing market (1,666 square feet) and existing adjacent building (1,092 square feet) equate to a total of 2,758 square feet of existing building floor area. The total floor area of the proposed building is 4,728 square feet, which results in a difference of 1,970 square feet between existing floor area and proposed floor area. Therefore, per the Municipal Code, the expanded retail space requires eight additional parking spaces, for a total of nineteen parking spaces for the site (1,970 square feet at 1 space/250 square feet). Including the eight existing fuel pump spaces and credit for three existing non -conforming spaces along the southern property line, nineteen parking spaces have been provided, which satisfies the parking requirements for the proposal. The proposed on -site lighting is acceptable, as the proposed fixtures are consistent with the City's outdoor lighting ordinance (Attachment 3, Sheet PP-1). Circulation and parking areas will be illuminated with two existing relocated light poles, and a single street lamp on Avenida Montezuma that will match an existing street lamp. All on -site lighting will be designed and located so as to confine direct light within the parcel boundaries. The photometric plan confirms that the project will be properly illuminated, without excess light and no illuminated hotspots. Parcel Merger and Right -of -Way Vacation applications have been filed and are in process with the Public Works Department in order to merge the two existing parcels and adjust the property line along Avenida Montezuma. P:\Reports - PC\2013\PC 9-24-13\PH 2—VILLAGE MARKET\1 VILLAGE MARKET PC REPORT - FINAL.docx Page 2 of 4 Architectural Design: The architectural plans are designed to reflect a "Mediterranean Revival" architectural theme (Attachment 3, Sheet A2.1 — A2.2). This includes the use of cement plaster as the primary exterior building finish, pre -cast colored concrete accents, and two-piece clay tile roofing. At the highest ridgeline, the height of the proposed building is approximately 19'- 6". Including the architectural chimney element, the maximum structure height of the building is 23'-6". Including all retail, cooler, interior circulation areas, and ancillary uses, the building totals approximately 4,700 square feet. The architectural style and layout of the building is well designed, compatible with the surrounding commercial land uses, and is consistent with the development standards in the Municipal Code and the Village Design Guidelines. The height, mass, and scale of the building are concluded to be appropriate for the proposed building location (Attachment 2, Sheet A2.4). Landscaping: Landscaping throughout the project site consists of primarily desert and other low - to moderate -water use trees and shrubs (Attachment 3, L1 .1). Existing landscaped areas with California Fan Palms, Ficus trees, and shrubs will remain and proposed new landscaping include Mediterranean Fan Palms, and a variety of small shrubs and accent plants. The proposed landscape plan is acceptable. The assorted species of plants add character to the proposed building while providing sufficient screening and accents around the project site, including the parking lot area, pedestrian circulation areas, and planter areas. The utilization of existing trees and shrubs is resourceful and effective. Sustainability: The proposed project design should result in an environmentally -sustainable building. All interior lighting will utilize LED lighting, and energy efficient equipment and appliances will be used. Landscaping will also meet or exceed Coachella Valley Water District water budget requirements. COMMISSIONS/BOARD/COMMITTEE RECOMMENDATIONS: On August 21, 2013, the Architectural and Landscaping Review Board reviewed these plans and recommended approval of the site development permit as proposed and subject to the staff recommended conditions of approval (Attachment 4). P:\Reports - PC\2013\PC 9-24-13\PH 2—VILLAGE MARKET\1 VILLAGE MARKET PC REPORT - FINAL.docx Page 3 of 4 AGENCY & PUBLIC REVIEW: Public Agency Review: This request was sent to all applicable City departments and affected public agencies on May 10, 2012. All written comments received are on file and available for review with the Community Development Department. All applicable comments have been adequately addressed and/or incorporated in the recommended Conditions of Approval. Public Notice: This project was advertised in The Desert Sun newspaper on September 13, 2013, and mailed to all property owners within 500 feet of the site. To date, no comments have been received from adjacent property owners. Any written comments received will be handed out at the Planning Commission hearing. ENVIRONMENTAL REVIEW The Community Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act in that the proposed project can be characterized as in -fill development. Report prepared by: Jay Wuu, Associate Planner Report approved for submission by: Les Johnson, Community Development Director Attachment: 1 . Project Information 2. Project Area Map 3. Village Market Expansion Village Use Permit Packet 4. Minutes of August 21, 2013 ALRB meeting P:\Reports - PC\2013\PC 9-24-13\PH 2—VILLAGE MARKET\1 VILLAGE MARKET PC REPORT - FINAL.docx Page 4 of 4 PLANNING COMMISSION RESOLUTION 2013- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING VILLAGE USE PERMIT 2012-045, INCLUDING SITE, ARCHITECTURAL, AND LANDSCAPING PLANS FOR THE EXPANSION OF THE VILLAGE MARKET CASE NO.: VILLAGE USE PERMIT 2012-045 APPLICANT: TOWER ENERGY GROUP WHEREAS, the Planning Commission of the City of La Quinta, California did, on the 241" day of September, 2013, hold a duly noticed Public Hearing to consider a request by Tower Energy Group for approval of site, architectural, and landscaping plans for the expansion of the Village Market, generally located on the southwest corner of Avenida Bermudas and Avenida Montezuma, more particularly described as: APN: 773-104-035, 773-104-036 WHEREAS, the Community Development Department published a public hearing notice in The Desert Sun newspaper on September 13, 2013, as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and, WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the Planning Commission did make the following mandatory findings to justify approval of said Village Use Permit: 1 . Consistency with the General Plan The land use is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to Village Commercial encourage a full range of commercial retail and service uses within the commercial core of the City, and the proposed use maintains those policies. 2. Consistency with the Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of architectural style, building height, building mass, and landscaping. 3. Compliance with the California Environmental Qualitv Act (CEQA Planning Commission Resolution 2013- Village Use Permit 2012-045 Tower Energy Group (Village Market) Page 2 Processing of this Village Use Permit for the proposed use is in compliance with the provisions of the California Environmental Quality Act. The Community Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act in that the proposed project can be characterized as in -fill development. 4. Architectural Design The architecture and layout of the building is compatible with, and not detrimental to, the existing surrounding commercial land uses, and is consistent with the development standards in the Municipal Code and Village Design Guidelines. The building is concluded to be appropriate for the proposed building location, and supplemental design elements appropriately enhance the architecture of the building. 5. Site Design The site design aspects of the proposed building, as conditioned, will be compatible with, and not detrimental to, surrounding development, and with the overall design quality prevalent in the City, in terms of interior circulation, pedestrian access. The building is properly sized with regards to height and floor area, and is situated at an engineer -approved location with regards to vehicular and pedestrian access. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The project landscaping for the proposed building, as conditioned, shall unify and enhance visual continuity of the proposed building with the surrounding development. Landscape improvements are designed and sized to provide visual appeal. The permanent overall site landscaping utilizes various tree and shrub species to enhance the building architecture. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1. That the above recitations are true and constitute the Findings of the Planning Commission in this case; SECTION 2. That it does hereby approve Village Use Permit 2012-045, for the Planning Commission Resolution 2013- Village Use Permit 2012-045 Tower Energy Group (Village Market) Page 3 reasons set forth in this Resolution and subject to the attached Conditions of Approval. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on this the 24th day of September, 2013, by the following vote: AYES: NOES: ABSENT: ABSTAIN: KATIE BARROWS, Chairperson City of La Quinta, California ATTEST: LES JOHNSON, Community Development Director City of La Quinta, California PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 GENERAL 1 . The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Village Use Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Village Use Permit shall comply with the requirements and standards of the La Quinta Municipal Code ("LQMC"). The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.la-quinta.org. 3. The Village Use Permit shall expire two years from the date of Planning Commission approval (September 24, 2015), and shall become null and void in accordance with La Quinta Municipal Code Section 9.210.020, unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Community Development Department • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvements plans for City approval. Page 1 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 5. Coverage under the State of California Construction General Permit must be obtained by the applicant; who then shall submit a copy of the Regional Water Quality Control Board's ("RWQCB") acknowledgment of the applicant's Notice of Intent ("NOI") and Waste Discharger Identification (WDID) number to the City prior to the issuance of a grading or building permit. 6. The applicant shall comply with applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. 137-2013-001 1 and the State Water Resources Control Board's Order No. 2009-0009-DWQ and Order No. 2010- 0014-DWQ. 7. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). 8. Approval of this Village Use Permit shall not be construed as approval for any horizontal dimensions implied by any site plans or exhibits unless specifically identified in the following conditions of approval. 9. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. 10. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS 1 1 . Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction and reconstruction of essential improvements. Said conferred rights shall also include grant of access easement to the City of La Quinta for the purpose Page 2 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 of graffiti removal by City staff or assigned agent in perpetuity and agreement to the method to remove graffiti and to paint over to best match existing. The applicant shall establish the aforementioned requirements in the CC&R's for the development or other agreements as approved by the City Engineer. Pursuant to the aforementioned, the applicant shall submit and execute an "AUTHORIZATION TO REMOVE GRAFFITI FROM PRIVATE PROPERTY" form located at the Public Works Department Counter prior to Certificate of Occupancy. 12. Pursuant to the aforementioned condition, conferred rights shall include approvals from the master developer over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of the master development. 13. The applicant shall offer for dedication all public street rights -of -way in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. 14. The public street right-of-way offers for dedication required for this development include: A. PUBLIC STREETS 1) Avenida Montezuma (Modified Local Street) — No additional right of way dedication is required. 2) Avenida Bermudas (Local Street) — No additional right of way dedication is required. 3) Avenida Navarro (Local Street) — No additional right of way dedication is required. 15. Dedications shall include additional widths as necessary for dedicated right and left turn lanes, bus turnouts, and other features contained in the approved construction plans. 16. When the City Engineer determines that access rights to the proposed street rights - of -way shown on the approved Village Use Permit are necessary prior to the certificate of occupancy, the applicant shall grant the necessary rights -of -way within 60 days of a written request by the City. 17. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, park lands, and common areas shown on the Village Use Permit. Page 3 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 18. Direct vehicular access is restricted, except for those access points identified on the approved site plan and preliminary precise grading plan of Village Market #912 for the Village Use Permit, or as otherwise conditioned in these conditions of approval. 19. The applicant shall furnish proof of easements, or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments will occur. 20. The applicant shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of this Village Use Permit and the date of final acceptance of the on -site and off -site improvements for this Village Use Permit, unless such easement is approved by the City Engineer. 21. This project proposes vacation of current city right-of-way. Right-of-way vacation is on Avenida Montezuma between Avenida Bermudas and Avenida Navarro as shown on the #912 preliminary precise grading plan. This right-of-way vacation must be completed prior to the issuance of the building permit. STREET AND TRAFFIC IMPROVEMENTS 22. The applicant shall comply with the provisions of LQMC Sections 13.24.060 (Street Improvements), 13.24.070 (Street Design - Generally) & 13.24.100 (Access for Individual Properties and Development) for public streets. 23. Streets shall have vertical curbs or other approved curb configurations that will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations. 24. The applicant shall construct the following street improvements to conform with the General Plan (street type noted in parentheses.) A. OFF -SITE STREETS 1) Avenida Montezuma (Modified Local Street): No additional widening of the street along all frontage adjacent to the Village Use Permit boundary is required. 2) Avenida Bermudas (Local Street): No additional widening of the street along all frontage adjacent to the Village Use Permit boundary is required. 3) Avenida Navarro (Local Street): Page 4 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 No additional widening of the street along all frontage adjacent to the Village Use Permit boundary is required. Other required improvements in the Avendia Montezuma, Avenida Bermudas, and Avenida Navarro right-of-way and/or adjacent landscape setback area include: a. All appurtenant components such as, but not limited to: curb, gutter, traffic control striping, legends, signs, sidewalk, catch basin, driveways, curb ramps, and raised crosswalk The applicant shall extend improvements beyond the project boundaries to ensure they safely integrate with existing improvements (e.g., grading; traffic control devices and transitions in alignment, elevation or dimensions of streets and sidewalks). 25. General access points and turning movements of traffic are limited to the proposed access driveways on Avenida Montezuma and Avenida Bermudas. PARKING LOTS and ACCESS POINTS 26. The design of parking facilities shall conform to LQMC Chapter 9.150 and in particular the following: A. The parking stall and aisle widths and the double hairpin stripe parking stall design shall conform to LQMC Chapter 9.150. B. Cross slopes should be a maximum of 2% where ADA accessibility is required including accessibility routes between buildings. C. Building access points shall be shown on the Precise Grading Plans to evaluate ADA accessibility issues. D. Accessibility routes to public streets and adjacent development shall be shown on the Precise Grading Plan. E. Parking stall lengths shall be according to LQMC Chapter 9.150 and be a minimum of 17 feet in length with a 2-foot overhang for standard parking stalls and 18 feet with a 2-foot overhang for handicapped parking stall or as approved by the City Engineer. One van accessible handicapped parking stall is required per 8 handicapped parking stalls. F. Drive aisles between parking stalls shall be a minimum of 26 feet with access drive aisles to Public Streets a minimum of 28 feet or as approved by the City Engineer Page 5 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 Entry drives, main interior circulation routes, corner cutbacks, bus turnouts, dedicated turn lanes, ADA accessibility route to public streets and other features shown on the approved construction plans, may require additional street widths and other improvements as may be determined by the City Engineer. 27. The applicant shall design street pavement sections using CalTrans' design procedure for 20-year life pavement, and the site -specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows: Parking Lot & Aisles (Low Traffic) 3.0" a.c./4.5" c.a.b. Parking Lot & Aisles (High Traffic) 4.5" a.c./5.5" c.a.b. Loading Areas 6" P.C.C./4" c.a.b. or the approved equivalents of alternate materials. 28. The applicant shall submit current mix designs (less than two years old at the time of construction) for base, asphalt concrete and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 29. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the City Engineer. Improvement plans for streets, access gates and parking areas shall be stamped and signed by engineers registered in California. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect," refer to persons currently certified or licensed to practice their respective professions in the State of California. 30. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans). 31. The following improvement plans shall be prepared and submitted for review and approval by the Public Works Department. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified, unless otherwise authorized by the City Engineer in writing. Plans may be Page 6 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. On -Site Precise Grading Plan 1 " = 20' Horizontal B. PM 10 Plan 1 " = 40' Horizontal C. WQMP (Plan submitted in Report Form) D. Off -Site Street Improvement/ Signing & Striping/ Sidewalk Plans 1 " = 40' Horizontal, 1 " = 4' Vertical NOTE: A through D to be submitted concurrently. (Separate Storm Drain Plans if applicable) Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. All Off -Site Plan & Profile Street Plans and Signing & Striping Plans shall show all existing improvements for a distance of at least 200-feet beyond the project limits, or a distance sufficient to show any required design transitions. Precise grading plans shall normally include all on -site surface improvements including but not limited to finish grades for curbs & gutters, sidewalks, building floor elevations, wall elevations, parking lot improvements, ADA requirements, stop signs, limit lines, and legends, no parking signs, raised pavement markers, and street name signs per Public Works Standard Plans and/or as approved by the Engineering Department. The applicant shall prepare an accessibility assessment on a marked up print of the building floor plan identifying every building egress and notes the 2010 California Building Code accessibility requirements associated with each door. The assessment must comply with submittal requirements of the Building & Safety Department. A copy of the reviewed assessment shall be submitted to the Public Works Department in conjunction with the Site Development Plan when it is submitted for plan checking. In addition to the normal set of improvement plans, a "Precise Grading" plan is required to be submitted for approval by the Building Official, Community Development Director and the City Engineer. Page 7 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 "Precise Grading" plans shall normally include all on -site surface improvements including but not limited to finish grades for curbs & gutters, building floor elevations, wall elevations, parking lot improvements and ADA requirements. 32. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the "Plans, Notes and Design Guidance" section of the Public Works Department at the City website (www.la- quinta.org). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 33. The applicant shall furnish a complete set of all approved improvement plans on a storage media acceptable to the City Engineer (currently mylars). 34. Upon completion of construction, and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans which were approved by the City. Each sheet shall be clearly marked "Record Drawing" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as -built conditions. The applicant shall employ or retain the Engineer Of Record during the construction phase of the project so that the FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the Engineer Of Record may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. IMPROVEMENT SECURITY AGREEMENTS 35. Prior to constructing any off -site improvements, the developer shall deposit securities in accordance with Engineering Bulletin 09-02 or as approved by the City Engineer. 36. Prior to any grading improvements, the applicant shall submit grading performance security valued at 100% of the cost of the grading improvements in accordance with La Quinta Municipal Code 8.80.050, or as approved by the City Engineer. 37. Improvements to be made, or agreed to be made, shall include the removal of any existing structures or other obstructions which are not a part of the proposed improvements. 38. Depending on the timing of the development of this Village Use Permit, and the status of the off -site improvements at the time, the applicant may be required to: A. Construct certain off -site improvements. B. Construct additional off -site improvements, subject to the reimbursement of Page 8 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 its costs by others. C. Reimburse others for those improvements previously constructed that are considered to be an obligation of this tentative tract map. D. Secure the costs for future improvements that are to be made by others. E. To agree to any combination of these actions, as the City may require. In the event that any of the improvements required for this development are constructed by the City, the applicant shall reimburse the City for the costs of such improvements. 39. Should the applicant fail to construct the improvements for the development, or fail to satisfy its obligations for the development in a timely manner, the City shall have the right to halt issuance of building permits, and/or final building inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements. C;RAnINC; 40. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 41. Prior to occupancy of the project site for any construction, or other purposes, the applicant shall obtain a grading permit approved by the City Engineer. 42. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California, C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control), and D. A Best Management Practices report prepared in accordance with LQMC Sections 8.70.010 and 13.24.170 (NPDES Stormwater Discharge Permit and Storm Management and Discharge Controls). E. WQMP prepared by an appropriate professional registered in the State of California. Page 9 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 All grading shall conform with the recommendations contained in the Preliminary Soils Report, and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. A statement shall appear on the plans that a soils report has been prepared in accordance with the California Health & Safety Code § 17953. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 43. The applicant shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open graded, undeveloped land shall either be planted with interim landscaping, or stabilized with such other erosion control measures, as were approved in the Fugitive Dust Control Plan. 44. Building pad elevation on the grading plan submitted for City Engineer's approval shall conform with pad elevation shown on the preliminary precise grading plan, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval, or as approved by the City Engineer. 45. The applicant shall minimize the differences in elevation to 1 feet between the adjoining properties. 46. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved Village Use Permit, the applicant shall submit the proposed grading changes to the City Engineer for approval through a substantial conformance review. 47. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation. Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. DRAINAGF 48. Stormwater handling shall conform with the approved hydrology report for Village Market #912, or as approved by the City Engineer. Nuisance water shall be retained onsite and disposed of via an underground percolation improvement approved by the City Engineer. Page 10 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 49. The applicant shall comply with the provisions of LQMC Section 13.24.120 (Drainage), Retention Basin Design Criteria, Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. More specifically, stormwater falling on site during the 10 year storm shall be retained within the development, unless otherwise approved by the City Engineer. 50. Nuisance water shall be retained on site. Nuisance water shall be disposed of per approved methods contained in Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. 51. In design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered to be zero unless the applicant provides site specific data indicating otherwise and as approved by the City Engineer. 52. The project shall be designed to accommodate purging and blowoff water (through underground piping and/or retention facilities) from any on -site or adjacent well sites granted or dedicated to the local water utility authority as a requirement for development of this property. 53. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental storm water (precipitation which directly falls onto the setback) will be permitted to be retained in the landscape setback areas. The perimeter setback and parkway areas in the street right-of-way shall be shaped with berms and mounds, pursuant to LQMC Section 9.100.040(B)(7). 54. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 55. The development shall be graded to permit storm flow in excess of retention capacity to flow out of the development through a designated overflow and into the historic drainage relief route. 56. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 57. The applicant shall comply with applicable provisions for post construction runoff per the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-201 3-0011 and the State Water Resources Control Board's Order No. 2009- 0009-DWQ and Order No. 2010-0014-DWQ. Page 11 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 1. For post -construction urban runoff from New Development and Redevelopments Projects, the applicant shall implement requirements of the NPDES permit for the design, construction and perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as required by the California Regional Water Quality Control Board - Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-001 1. 2. The applicant shall implement the WQMP Design Standards per (CRWQCB- CRB) Region Board Order No. R7-201 3-0011 utilizing BMPs approved by the City Engineer. A project specific WQMP shall be provided which incorporates Site Design and Treatment BMPs utilizing first flush infiltration as a preferred method of NPDES Permit Compliance for Whitewater River receiving water, as applicable. 3. The developer shall execute and record a Stormwater Management/BMP Facilities Agreement that provides for the perpetual maintenance and operation of stormwater BMPs. UTILITIES 58. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 59. The applicant shall obtain the approval of the City Engineer for the location of all utility lines within any right-of-way, and all above -ground utility structures including, but not limited to, traffic signal cabinets, electric vaults, water valves, and telephone stands, to ensure optimum placement for practical and aesthetic purposes. 60. Utility easements shall be clear of any obstructions including buildings, other permanent structures, and overhead obstructions, unless the utility has given non- interference notice. 61. The developer is responsible for 100% of the costs to underground the existing overhead utility lines within or adjacent to the proposed development and shall participate in a future utility undergrounding district to this end. Additionally, all proposed utilities shall be installed underground. 62. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located as to not conflict with access aisles/entrances. Page 12 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 CONSTRUCTION 63. The City will conduct final inspections of habitable buildings only when the buildings have improved street and (if required) sidewalk access to publicly -maintained streets. The improvements shall include required traffic control devices, pavement markings and street name signs. If parking construction in commercial development is initially constructed with partial pavement thickness, the applicant shall complete the final pavement prior to final inspections of the building(s) within the development or when directed by the City, whichever comes first. LANDSCAPE AND IRRIGATION 64. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 65. The applicant shall provide landscaping in the required setbacks, retention basins, common lots, park areas, and perimeter areas. 66. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 67. All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City's Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). 68. The applicant shall submit the final landscape plans for review, processing and approval to the Community Development Department, in accordance with the Final Landscape Plan application process. Community Development Director approval of the final landscape plans is required prior to issuance of the first building permit unless the Community Development Director determines extenuating circumstances exist which justifies an alternative processing schedule. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Community Development Director and/or City Engineer. Prior to final approval of the installation of landscaping, the Landscape Architect of record shall provide the Community Development Department a letter stating he/she has personally inspected the installation and that it conforms with the final landscaping plans as approved by the City. If staff determines during final landscaping inspection that adjustments are required in order to meet the intent of the Planning Commission's approval, the Community Development Director shall review and approve any such revisions to the landscape plan. Page 13 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 69. Landscape areas shall have permanent irrigation improvements meeting the requirements of the Community Development Director. Use of lawn areas shall be minimized with no lawn, or spray irrigation, being placed within 24 inches of curbs along public streets. 70. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets" latest edition, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. 71. All trees shall have a minimum trunk caliper of 2.5 inches and minimum height of 10 feet. MAINTENANCE 72. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 73. The applicant shall make provisions for the continuous and perpetual maintenance of on -site landscaping, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 74. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits. FIRE DEPARTMENT 75. Provide or show there exists a water system capable of delivering a fire flow 1750 gallons per minute for 2 hours duration at 20 psi residual operating pressure, which must be available before any combustible material is placed on the construction site. 76. Prior to building plan approval and construction, applicant/developer shall furnish two copies of the water system fire hydrant plans to Fire Department for review and approval. Plans shall be signed by a registered civil engineer, and shall confirm hydrant type, location, spacing, and minimum fire flow. Once plans are signed and approved by the local water authority, the originals shall be presented to the Fire Department for review and approval. 77. Prior to issuance of building permits, the water system for fire protection must be provided as approved by the Fire Department and the local water authority. Page 14 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 78. Blue dot retro-reflectors pavement markers on private streets, public streets and driveways to indicated location of the fire hydrant. 79. Fire Apparatus access road shall be in compliance with the Riverside County Fire Department Standard number 06-05 (located at www.rvcfire.org). Access lanes will not have an up, or downgrade of more than 15%. Access roads shall have an unobstructed vertical clearance not less than 13 feet and 6 inches. Access lanes will be designed to withstand the weight of 75 thousand pounds over 2 axles. Access will have a turning radius capable of accommodating fire apparatus. Access lane shall be constructed with a surface so as to provide all weather driving capabilities. 80. Driveway loops, fire apparatus access lanes and entrance curb radius should be designed to adequately allow access of emergency fire vehicles. The applicant or developer shall include in the building plans the required fire lanes and include the appropriate lane printing and/or signs. 81. An approved Fire Department access key lock box (Minimum Knox Box 3200 series model) shall be installed next to the approved Fire Department access door to the building. If the buildings are protected with an alarm system, the lock box shall be required to have tampered monitoring. Required order forms and installation standards may be obtained at the Fire Department. 82. Display street numbers in a prominent location on the address side of building(s) and/or rear access if applicable. Numbers and letters shall be a minimum of 12" in height for building(s) up to 25' in height. In complexes with alpha designations, letter size must match numbers. All addressing must be legible, of a contrasting color, and adequately illuminated to be visible from street at all hours. 83. Install a complete commercial fire sprinkler system per NFPA 13. Fire sprinkler system(s) with pipe sizes in excess of 4" in diameter will require the project Structural Engineer to certify with a "wet signature", that the structural system is designed to support the seismic and gravity loads to support the additional weight of the sprinkler system. All fire sprinkler risers shall be protected from any physical damage 84. The PIV and FCD shall be located to the front of building and a minimum of 25 feet from the building(s). Sprinkler riser room must have indicating exterior and/or interior door signs. A C-16 licensed contactor must submit plans, along with current permit fees, to the Fire Department for review and approval prior to installation. 85. Install an alarm monitoring system for fire sprinkler system(s) with 20 or more heads, along with current permit fees, to the Fire Department for review and approval prior to installation. 86. Install a portable fire extinguisher, with a minimum rating of 2A-10BC, for every Page 15 of 16 PLANNING COMMISSION RESOLUTION 2013- CONDITIONS OF APPROVAL - RECOMMENDED VILLAGE USE PERMIT 2012-045 TOWER ENERGY GROUP (VILLAGE MARKET) SEPTEMBER 24, 2013 3,000 sq. ft. and/or 75 feet of travel distance. Fire extinguishers shall be mounted 3.5 to 5 ft above finished floor, measured to the top of the extinguisher. Where not readily visible, signs shall be posted above all extinguishers to indicate their locations. Extinguishers must have current CSFM service tags affixed. 87. No hazardous materials shall be stored and/or used within the building, which exceeds quantities listed in 2010 CBC. No class I, II or IIIA of combustible/flammable liquid shall be used in any amount in the building. 88. Exit designs, exit signs, door hardware, exit markers, exit doors, and exit path marking shall be installed per the 2010 California Building Code. 89. Electrical room doors if applicable shall be posted "ELECTRICAL ROOM" on outside of door. 90. Fire Alarm Control Panel room doors if applicable shall be posted "FACP" on outside of door. 91. Fire Riser Sprinkler room doors if applicable shall be posted "Fire Riser" on outside of door. 92. Roof Access room door if applicable shall be posted "Roof Access" on outside of door. 93. Access shall be provided to all mechanical equipment located on the roof as required by the Mechanical Code. 94. Air handling systems supplying air in excess of 2000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Page 16 of 16 Project Information APPLICANT: TOWER ENERGY GROUP PROPERTY OWNER: TOWER ENERGY GROUP ARCHITECT: NICK FULLERTON, AIA LANDSCAPE ARCHITECT: HSA DESIGN GROUP ENGINEER: MCGEE SURVEYING, INC. ATTACHMENT # 1 REQUEST: CONSIDERATION OF AN EXPANSION TO THE VILLAGE MARKET LOCATION: SOUTHWEST CORNER OF AVENIDA BERMUDAS AND AVENIDA MONTEZUMA ENVIRONMENTAL CONSIDERATION: THE COMMUNITY DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THIS PROJECT IS EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332 (CLASS 32) OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT IN THAT THE PROPOSED PROJECT CAN BE CHARACTERIZED AS IN -FILL DEVELOPMENT. GENERAL PLAN: VILLAGE COMMERCIAL ZONING: VILLAGE COMMERCIAL SURROUNDING ZONING/LAND USES: NORTH: MAJOR COMMUNITY FACILITIES EXISTING CITY PARKING LOT SOUTH: VILLAGE COMMERCIAL EXISTING POST OFFICE EAST: VILLAGE COMMERCIAL EXISTING COMMERCIAL DEVELOPMENT WEST: VILLAGE COMMERCIAL EXISTING COMMERCIAL DEVELOPMENT SITE INFORMATION: 0.39 ACRES (17,044 SQUARE FEET) EXISTING GAS STATION/MARKET dlj / t y 1 t "_ ��;` � pi fIf �+ � _' I � . • • _—_ra.;�. el.w ,_- 1 ,. � A•� t• `� dr' e : ry : L IP Not rr r077 NNNNNNN.a., i : ., �.'�. � � _. � as a - , : �.•:. + r Y AVEN�IDA LA F ., r 1 I , u J qq i _ 1 t r t t - it. NNW for 95 VO - All r .. �, ip sin " 1 1 oat No c ` y 2 i ■ tl /F _,,.. Q 3 r i 1 ,• • _ v . a _ ,p. #y �'� ' ear 6 •'r t. F! : a a�- I .' ■ if'Y �. ',--ems �., : ..t,,h I, IN r #1 ' � '��°j ,- ,•'"- 1 ;� � i�� y` F � , 'Y� �' _ _ .fir . ww r F : - , , i . r CALLS E �TA � I 66 _w �. -;r 41--J , ION IN NN ij NNN IN IN 1 r 4 � i 9 P i �yyp� • i w Y r ' I 0 IV , JhMIA RNININ"m,a_1 ■■ , I IN R 4 , _ s I � 1 Y f _ ' ' l Y Q Village Market ProjectArea Site Map ATTACHMENT # 21 1►1 BTA L S August 21, 2013 City of La Quinta Planning Division Community Development Department r ,i VILLAGE MAkKE-T ■ ■ ■ ■ ■ ■ ■ 0 ■ 77-985 Avenida Montezuma - La Quinta, Cakf=ia My, 2019 SCH MATIC fOERSMECTIVIE I PROJECT DATA PROJECT NAME, re71LER MARKET SETBACKS NONE OCCUPANCY LOCATION, 11.155 AVENIDA MON19WA 4 AREA CALCULATIONS GROSS SITE AREA, 22463 6Q Fr (SI ACRE). CLASSIFICATION, M 11.165 AVENIDA MONTELUMA NET SITE AIIPA US,165 80. FT. (.43 ACRE) TOTAL OCCUPANTS, III LA QUINTA CALIFORNIA SUILONO AREA 4,128 SO. FT. (74.1R) EXITS I!(iIIReD, 7 OMERi TOAR INER3Y GROUP LANDSCAPE AR"3.614 Sa FT. (116JR) PARKING AREA, IOA63 $a PT. (65AW CONSTRICTION TYPEI V•B ft3 WEST I1WT14 STREET SPRINKLER SYOTIM, NONC TORRENCE, CA 10604 NET PARKING AREA, SARIS S0, FT. (310) 816464135 INT. LANDSCAPE ARE& 53180. PT. (1346%) 1)D06 SF. PER STORY (NO INCREASES dIILD AREA CALCULATED) AFAX M-104av9I 4 113.104-0% (TABLE 5m9) LEGAL DESCRIPTION SANTA CARMELITA AT VALE LA QUINTA LOT I PROPOSED (MCLWES EXTERIOR WALLS AND ROC' PROJECTIONS) Clrr O4 LA QUINTA RIVERSIDE COWTY MIS BUILDING AREA MAIN LEVEL 4,128 Oa Fr. ISM PARKING RATIO, I SPACE PER 750 SQ. FT ALLOWABLE I -STORY 40 FEET NEIG}Ir IEWILDM3 1014T BUI�E ZONE VILLAGE CO"FICIAL DISTRICT REQIIIlD, 1s DO LAND USE EX167NO - CONVENIENCE STORE PROPOSED. 11 ADA SPACES, I PROPOSED I•BTORY 73'-6' NeIGNr PROPOSED - CONVENIENCE 6rORE WILDING HeIGHr ATTACHMENT # 3 Hum.,n: rnr.el r•nat;ullc LA GfIINWA CA I,�' � Nhs41Nu 13n,enn rWlipilUl, F,Ifnrlon J-Tp+nllU , "'I ! 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E3rA� r'rY N7_L_ Y I Ls I I I f-4 RECEIVED SEP 11 2013 CITY OF LA QUINTA COMMUNITY DEVELOPMENT I PROJECT TEAM aim ToIR " r dill TI-!RS AVANDA NONTlb U LA"TA, CA Wn) MARK YAW rHOli'e S15ry6Tr-W5 rAxl 71E.R35.4lN AVOW=, KtX RLLMWCN AR04MOM P.Q ow My SIVOKMT hill I'm A LLEATde "60Hr AS15a0V7-gRp FA% 416-al-3414 CMU 14e01111 SgRI'T 1M Fee: pJDSeESR 0401 O"CiQIllKPAAe90At Wt rr HIM CA %M ERAD MDM1 P4G'E, WO.34.7349 J!A7p the-yA3-RaA LN OStAPS, W DCSGII 011OIIf ARLIMSGT tA.R CGk www PAyJ-T Dom, a r5R Ct4Yt7C SIIEPAy1DSGP1 FAN, 14A1.11t-13S DRAWING INDEX m Rome SAINT Tu Covevit1 eY AU AX4 HITEMPLAL INTll PLAN AI3 DRTGLITION IRAI'I LU PT111111I. R'41ARr 1.4 26CAFM A.M AM E%TEUR4plR 0610Rq rrLM A3J MCORM UMMOR 1LX ATkli AU RINDW Y mellROR RIVATI M A7! RRL WINMY, TRAIN 04L AND OM SLEVSI AM Pm15M ITT ILMMATIONS AN ROC, MAN Ail RADR PLAN Frojed Nillra I7•WI �' C-245Arx PA Ills, 311RI1-- I'IT flIR sA 4M-M1•SM F Yi•M1•NM NEW BUILDING FOR THE TOWER ENEMSY GROUP 11-1M AVIIIIIDA MMMZMA LA CLIMTA, C ALMNINIA W351 KAMING REMEW J4l YIRiR�MG fl ruArwAewcwn4 pmeRe a,rr #lR1m,4 ore�/rFl�ewle � DrAlri TrN Chock" M PA" J4 b,m Shrrl TRIa TITLE SHEET T1.1 PROJECT SUP MARY PROJECT NAME, TOWER MARKET LOCATION. 11-W AVENIDA MONTEIIMA LA QUNTA, CALIFORNIA LEGAL DESCRIPTION SANTA CAR PLITA AT VALE LA QUNTA, LOT I CITY OF LA QUNTA RIVERSIDE COUNTY MIS IB/62 APR 11NM36-3 ZONE VILLAGE COMMERCIAL DISTRICT SETBACKS NONE JURISDICTION. CITY OF LA QUNTA BUILDING DEPARTMENT APPLICABLE CODES: ALL CONSTRUCTION 64ALL COMPLY WITH THE FOLLOWING CODES AND AMENDMENTS PER THEIR ADOPTING ORDINANCE 2010 CALIFORNIA BUILDING CODE 2010 CALIFORNIA MECHANICAL CODE 2010 CALIFORNIA ELECTRICAL CODE 2010 CALIFORNIA PLUMBING CODE 2010 CALIFORNIA GREEN CODE LOCAL ORDINANCES A REQUIREMENTS OCCUPANCY. M TOTAL OCCUPANCY 113 OCCUPANTS CONSTRUCTION, V-B SPRINKLER SYSTEM: NONE - CBC 503.2.1 ALLOWABLE M OCCUPANCY - 0/D00 SP. PER STORY (NO INCREASES BUILDING AREA CALCULATED) (TABLE 503) PROPOSED (INCLUDES EXTERIOR WALLS AND ROOF PROJECTIONS) BUILDING AREA MAIN LEVEL 4,120 OF ALLOWABLE M OCCUPANCY •I -STORY BUILDING HEIGHT 40 FEET (TABLE 50N PROPOSED I. STORY, 23'-(o' NEWT BUILDING HEIGHT PROPERTY NORTH SIDE HAS PUBLIC WAY • DISTANCE TO PUBLIC WAY DESCRIPTION . 105 FEET, WIDTH OF PUBLIC WAY . 60 FEET EAST SIDE HAS PUBLIC WAY - DISTANCE TO PUBLIC WAY - 135.15 FEET, WIDTH OF PUBLIC WAY . 60 FEET SOUTH SIDE HAS PROPERTY LINE - DISTANCE TO PROPERTY LINE . 0.5 FEET. WEST SIDE HAS PUBLIC WAY - DISTANCE TO PUBLIC WAY - 2b6 FEET, WIDTH OF PUBLIC WAY - 60 FEET FRONTAGE INCREASE, NO INCREASE CALCULATED FIRE RESISTANCE RAIWA FOR BUILDING ELEMENTS (TYPE V-B) --TABLE 601 ELEMENT MATERIAL RATING PRNIARY STRUCTURAL FRAME ANY 0 HOUR EXTERIOR/NTEROR BEARING WALL ANY 0 HOUR EXTERIOR/NTEROR NON BRIG. WALL ANY 0 HOUR FLOOR CONSTRJCTION ANY 0 HOUR ROOF CONSTRUCTION ANY 0 HOUR SHAFT ENCLOSURE (V&4) ANY I HOUR EXTERIOR WALL FIRE RATINGS (TABLE 602) AND OPENING PROTECTION (TABLE 105.5) NORTH EAST SOUTH WEST BRIG. OPNG% BRIG. OPNG% BFrA OPNG% BRIG. OPNGS WALL UP/PR WALL UP/PR WALL UP/PR WALL UP/PR 0-HR NL/NL 0-HR NLML 2-HR NA/RA 0-HR NL.INL NL • NO LIMIT - NO FIRE PROTECTION REQUIREMENTS FOR OPENING6. UP • LNFRO ECTED OPE04G5 ALLOWED PR • PROTECTED OPENINGS ALLODUED NA . Nor ALLOWED DRAFTSTOPPING AND FIRE$TOPPING - SEC. 111. - ORAFTSTOPPING AND FIRESTOPPING 16 REQUIRED IN CONCEALED SPACES EXITS REQUIRED: --TABLE 1021J MAIN LEVEL. 2 EXIT SKTML4t EXITS AND EXIT ACCESS DOOR$ 614ALL BE MARKED BY AN APPROVED EXIT SW SIGNS SHALL BE PLACED WHERE THE EXIT OR THE PATH OF EGRESS I$ NOT IMMEDIATELY VISIBLE.--SEC.101U ' EXCEPTION It EXIT SIGNS ARE NOT REQUIRED IN ROOMS W141CW REQUIRE ONLY ONE EXIT. EXCEPTION 2, MAN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND 4 CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED. EXIT ACCESS TRAVEL DISTANCE, --TABLE 10164 MAX, TRAVEL DISTANCE N GROUP M 16 200 FEET EXIT ARRANGEMENT SEPARATION DISTANCE OF THE EXIT DOORS SHALL BE ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. -- CBC 10152J. PLUMBING FIXTURES --TABLE 4-1 CALIFOR41A PLLMBNG CODE OCCUPANCY TYPE WC URINA6 LAYS D. FOUNTANS M- MALE . 12 MALE , 12 1 PER 2 WO. OCC • 24 M:RCANTILE ..._. REa. 1 lea I REQ. I RET1 0 4,131 SR FT. / 200 (TOTAL OCC. - 24) FEMALE 12 1 PER 2 W.C. REQ, I REQ, I TOTAL REQ. MALE I MALE I MALE I FEMALE I FEMALE I TOTAL PROVIDED - 2 ••• 0 2 0 k— %* GYPWM WALLBOARD, WOOD LTDOB Ono Oyvt,h-k"XDpmn r.l—da Oypwt CMWOo4 Pn valgM r^I nn21A-ro wch Hd- of e a 4 woa0 as tr o.c. M.,1 W lly- w 0rvo'.T ,nwn 12` Oa I ii{ Nana al Mmd tr on q*WoOda (LOAD4RAwAG1 TMolo w- Aoh• Am—wow'ft TP., FL. Tn BWNI 01•4511419, 8-1042 6g 4T-AP %. WP 0A10 (GAH NG-246FT. 74.61it I - S Hit WALL 4SSEM Y i C+CWJMTE MAWfAY WxITS - FIR CCC TAOLE T20 M, ITEM 3•U Y SCALE: '-NONE LEGEND ® REOURED DOOR WIDTH PRONDEO ODOR WIDTH REOUREO CORROOR WIDTH ® PROVIDED CORRODR MOTH F—O i DF OcCuwm Timm tart IISE � (UF) OCCUPANT LW FACTOR OCCUPANT LOAD awIAGH1WE I OF OCCUPANTS 24 IHIgU[00f p PANIC HARDWARE 6 DOOR(S) DR-45 40 MR. RATEO OODR N ALL 1-M ASSEMEUES ROO M OM GPACITY SW ® FIRE OMNWISIEII ON BRACKET FE o;l FIRE WMWl%ER N COMET FEC .....a I-HR HATED WALL s=t 2-HR RATED WALL _P.ET_ PATH OF EORFSS TRAVEL _-C.P.Er� 0"N PATH Of Mr.IS FRAAV7. ® B• CN.u. NAUS PLAN NORTH N Nw All MvlAtetyl RoJ�et tiKlb� li•196 Z-295BG {Elk. Fm IAw 3TTq e�r«. 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A NP.AP PLU` M4 RV WA MAKER A&WE 9L ICEE MAOOE 71 RCAW44 Pw CAN 73, feC.I xg* 24, CMN CQNMR Z. ra huh rnmms W, Cl7DOORMwul7StPERATM RRRV IRA1OR A WIACR-N PROD= CA99 U, AIM O1RE-40 tRAr NOT N WRCO POR MY' EdLM`e31r FROPON D POR we wNVIKENCE stow 4 PLAN NORTH M n/7lP FBI J_Ihl N+ P�oJ,ek Nrbr a-1 C-29584 f w ��ti RhiE i3C] Prceo.rnr, rnexr m w-w1•eRr ua•Pa7•�Rar p•NL,nh wnAri.w,csi NEW BUILDING FOR THE TOWER SNERGY GROUP 11-9e6 AVCr1IDA HoNre LA CUMTA, CALMMIA 922M k RYIRMRRDRr•tiRRnxencwPa mlpCa7Y1RR16q wim�iw�or • DraRm F44 Ovck a, Data July 6, 701A sh"k TWO FLOOR PLAN a'" bim, f44.) ATTACHMENT # 4 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES MONDAY, AUGUST 21, 2013 CALL TO ORDER A special meeting of the La Quinta Architectural and Landscaping Review Board (ALRB) was called to order at 10:04 a.m. by Planning Manager David Sawyer. Planning Manager Sawyer led the Committee into the Pledge of Allegiance. PRESENT: Board Members Richard Gray, Kevin McCune, and Ray Rooker ABSENT: None STAFF PRESENT: Planning Manager David Sawyer, Assistant Planner Eric Ceja, Associate Planner Jay Wuu, and Secretary Monika Radeva PUBLIC COMMENT - None CONFIRMATION OF AGENDA - Confirmed APPROVAL OF MINUTES Motion - A motion was made by Board Members Rooker/McCune to approve the Architectural and Landscaping Review Committee Minutes of June 5, 2013, as submitted. Motion passed unanimously. BUSINESS SESSION 1 . Site Development Permit 2006-872, Amendment No. 1 , and Specific Plan 2004-074, Amendment No. 2, submitted by IOTA Griffin, LLC. for the Griffin Ranch Clubhouse project. Location: Southeast Corner of Madison Street and Avenue 54 - Griffin Ranch. Assistant Planner Eric Ceja presented the information contained in the staff report, a copy of which is on file in the Community Development Department. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 1 AUGUST 21, 2013 Mr. Paul DePalaits, AICP, Director of Planning with MSA Consulting, Inc., Rancho Mirage, CA, introduced himself, gave description of the project, and answered the Board's questions. Mr. Tim Jachlewski, President of In-Sie Landscape Architecture, Inc., San Diego, CA, gave a brief presentation on the proposed landscaping and recreational facilities for the Clubhouse including the golf course, putting green, dog park, event lawns, pedestrian walkways, etc., and answered the Boards questions. He said that a condition had been included in the settlement agreement requiring that the proposed Clubhouse design and facilities be unanimously approved by all residents prior to building, and he indicated that all residents had unanimously approved what was currently being proposed. Mr. Scott McFerran, owner's representative with Decatur Advisors LLC., Carlsbad, CA, introduced himself and gave an overview of the history of the project, it's past and current owners, what the original plans had been and how they had evolved into the project that was being presented to the Board today. Mr. Mark Longstaff, Architect with McKinley Associates, San Diego, introduced himself and answered the Board's questions. Staff recommended that Condition of Approval No. 6 be amended not to include the direct reference to non -potable water. Motion - Minute Motion 2013-002 was made by Board Members McCune/Rooker recommending approval of Site Development Permit 2006- 872, Amendment No. 1, and Specific Plan 2004-074, Amendment No. 2, as submitted with staff's recommendations and amending Condition of Approval No. 6 to read as follow: "All water features shall ,be in accordance with LQMC Section 8.13 (Water Efficient Landscape). " Motion passed unanimously. 2. Site Development Permit 2013-925 submitted by Prest Vuksic Architects for the consideration of approximately 55,400 square -foot retail building. Location: 46-753 Adams Street - One -Eleven La Quinta Shopping Center located north of Highway 1 1 1 , between Washington and Adams Streets. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 2 AUGUST 21, 2013 Associate Planner Jay Wuu presented the information contained in the staff report, a copy of which is on file in the Community Development Department. Mr. Michael Shovlin, owner, La Quinta, CA, gave an overview of the proposed building and future tenant, what the potential benefits would be of having the business in the City of La Quinta, and answered the Board's questions. Mr. John Vuksic, Architect with Prest Vuksic Architects, Palm Desert, CA, introduced himself, spoke favorable of the project, explained the proposed building's architectural style, design, height, color palette, etc., and answered the Board's questions. Mr. David Drake, Project Manager with Prest Vuksic Architects, Palm Desert, CA, introduced himself and answered some of the Board's questions. Board Member Rooker suggested the color of the building be changed to something more vibrant in order to draw attention to it, and a stronger architectural style be used to make the building stand out. Motion — Minute Motion 2013-003 was made by Board Members Gray/McCune recommending approval of Site Development Permit 2013-925 as submitted with staff's recommendations. AYES: Board Members Gray and McCune. NOES: Board Member Rooker. ABSENT: None. ABSTAIN: None. 3. Village Use Permit 2012-045 submitted by Tower Energy Group for the consideration of an expansion to the Village Market. Location: Southwest Corner of Avenida Bermudas and Avenida Montezuma. Associate Planner Jay Wuu presented the information contained in the staff report, a copy of which is on file in the Community Development Department. Mr. Nick Fullerton, AIA, Architect with NFA Fullerton Architects, PC, Bigfork, MT, introduced himself, gave a brief overview of the project, and answered the Board's questions. Staff noted that the project was brought forth for review to the ALRB subject to resolution of an issue regarding a potential underground utility easement. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 3 AUGUST 21, 2013 Board Member Rooker suggested landscaping be added in the area between the proposed building and the existing post office. Motion — Minute Motion 2013-004 was made by Board Members Rooker/Gray recommending approval of Village Use Permit 2012-045 as submitted with staff's recommendations. Motion passed unanimously. CORRESPONDENCE AND WRITTEN MATERIAL - None BOARD MEMBER ITEMS — None PLANNING STAFF ITEMS • Staff inquired if the Board would be available for a special meeting on September 18, 2013. • Update on the City's efforts to revamp its current review and approval processes. • Staff congratulated Board Members Rooker and Gray on their reappointment and thanked the Board for the services they provide to the City. • City Council adopted an ordinance amending all municipal code chapters relating to Commissions, Boards, and Committees on July 16, 2013. ADJOURNMENT There being no further business, it was moved by Board Members Gray/McCune to adjourn this meeting at 1 1:51 a.m. Motion passed unanimously. Respectfully submitted, MONIKA RADEVA, Secretary City of La Quinta, California ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 4 AUGUST 21, 2013