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02_Balthasar Residences CDP_PA2024-0027
CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT May 16, 2024 Agenda Item No. 2 SUBJECT: Balthasar Residence (PA2024-0027) ▪ Coastal Development Permit SITE LOCATION: 239 Via Lido Soud APPLICANT: Chris Brandon OWNER: Jan Balthasar PLANNER: Melinda Whelan, Assistant Planner mwhelan@newportbeachca.gov, 949-644-3221 LAND USE AND ZONING • General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached) • Zoning District: R-1 (Single-Unit Residential) • Coastal Land Use Plan Category: RSD-C (Single Unit Residential Detached 10.0- 19.9 DU/AC) • Coastal Zoning District: R-1 (Single-Unit Residential) PROJECT SUMMARY The applicant request a coastal development permit to demolish an existing single-family residence and construct a new 3,684-square-foot, single-family residence including an attached 561-square-foot, two-car garage. The structure would reach a height of approximately 24 feet and includes two stories. The existing bulkhead is generally in good condition and will remain in place with minor alterations. The project also includes additional appurtenances such as site walls, fences, patios, landscaping, and drainage devices. The design complies with all development standards including height, setbacks, and floor area limit, and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving the Coastal Development filed as PA2024-0027 (Attachment No. ZA 1). 1 Balthasar Residence (PA2024-0027) Zoning Administrator, May 16, 2024 Page 2 DISCUSSION Land Use and Development Standards •The subject property is in the R-1 Coastal Zoning District, which provides for single- unit residential development and is consistent with the City’s Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required, and the property is not eligible for a waiver for de minimis development because the property is in the Coastal Commission Appeal Area. •The property currently consists of one legal lot developed with a two-story, single- family residence. The neighborhood is predominantly developed with two- story, single-family residences. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development and expected future development is consistent with applicable development standards. •The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Table 1 – Development Standards Development Standard Standard Proposed Setbacks (min.) Front (Bay) 10 feet 10 feet Sides 3 feet 3 feet Front (Street) 4 feet 4 feet Allowable Floor Area (max.) 4,408 square feet 3,685 square feet Allowable 3rd Floor Area (max.) 330 square feet 0 square feet Allowable 3rd Floor Area & Covered (max.) 1,102 square feet 0 square feet Open Space (min.) 331 square feet 348 square feet Parking (min.) 2-car garage 2-car garage Height (max.) 24-foot flat roof 29-foot sloped roof 24-foot sloped roof Hazards •The development fronts the Newport Bay and is protected by a bulkhead. A Bulkhead Conditions Report was prepared by PMA Consulting, Inc. on January 16, 2024. The report concluded that the bulkhead is in good condition without noticeable evidence of distress and no repair or replacement of the bulkhead is anticipated within the next 75 years. The existing bulkhead elevation is 11.69 feet (NAVD88). 2 Balthasar Residence (PA2024-0027) Zoning Administrator, May 16, 2024 Page 3 • A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, Inc. dated January 16, 2024, for the project. The current maximum bay water elevation is 7.7 feet (NAVD88) and the existing bulkhead is at 11.69 feet (NAVD88). The report analyzes future sea level rise scenarios assuming a 3.0-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.90 feet (NAVD88) - (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). The existing seawall at 11.69 feet (NAVD88) reinforced with an adaptability elevation of 14.4 feet NAVD88 and is above the minimum required 10.9 feet (NAVD88). Flooding, wave runup, and erosion will not significantly impact this property over the proposed 75- year economic life of the development. Flood shields (sandbags and other barriers) can be deployed across the openings to protect and prevent flooding to the structure. The report concludes that once the bulkhead is reinforced the proposed project will be reasonably safe from flooding hazards for the next 75 years. • On March 23, 2021, the City Council approved updated Waterfront Project Design Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. The guidelines require that any structure permitted within the years 2021 through 2025 must have a minimum bulkhead elevation of 10.9 feet (NAVD 88) with a design for adaptability elevation of 14.4 feet (NAVD 88). The project has been conditioned to reinforce the bulkhead to an adaptability elevation of 14.4 feet (NAVD 88). PMA Consulting, Inc. has confirmed the bulkhead can be raised up to 14.4 feet NAVD88 if needed and in compliance with the updated guidelines. • The finished floor elevation of the proposed single-family residence is 12 feet (NAVD 88), which complies with the minimum 9.00-foot (NAVD 88) elevation standard. • Under Newport beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv) (Natural Landform and Shoreline Protection), the property owner will be required to agree with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The Waiver of Future Protection is included as a condition of approval that will need to be satisfied before the final building inspection. • The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) (General Site Planning and Development Standards). The Acknowledgement of Coastal Hazards is included as a condition of approval that will need to be satisfied before the issuance of building permits. 3 Balthasar Residence (PA2024-0027) Zoning Administrator, May 16, 2024 Page 4 • The property is in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved before the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC before building permit issuance. Water Quality • The property is located adjacent to coastal waters. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. • Under Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75% of impervious surface area, a preliminary Water Quality and Hydrology Plan (WQHP) is required. A preliminary (Water Quality Management Plan) WQMP has been prepared for the project by Thomas M. Ruiz dated, January 24, 2024. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, the use of a LID approach to retain the design storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP before building permit issuance. Public Access and Views • The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 (Determination of Public Access/ Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on a standard R-1 lot with a new single-family residence. Therefore, the project does not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. • The project site is not located adjacent to a coastal view road, public access way, or Coastal Viewpoint as identified in the Coastal Land Use Plan. The nearest coastal viewpoint is approximately 880 feet away on Via Lido bridge. Although the site is visible from the bridge it is located amongst a row of similarly developed residences, each with docks and associated boats on the water. The residences do not impact 4 Balthasar Residence (PA2024-0027) Zoning Administrator, May 16, 2024 Page 5 the view of the Bay from the bridge. As currently developed, the existing property and other residences along the bay and Via Lido Soud are located within the view shed of the bridge and bay. However, the proposed single-family residence complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Additionally, the project does not contain any unique features that could degrade the visual quality of the coastal zone. •Vertical access to the bay and beach is available approximately 620 feet south of the property at a park on the Bay and 510 feet north at the entrance to Lido Isle. Lateral access is available along the beach in front of the park and extending south. The project does not include any features that would obstruct access along these routes. •The front of the residence, which is visible from the bay, provides additional setbacks for the first floor and the living areas on the second floor where the required setback is 10 feet. The proposed residence includes two stories and reaches a maximum height of 24 feet, where three stories and a maximum height of 29 feet is allowed per the NBMC. Lastly, the design includes modulation of volume throughout the structure and low front site walls that prevent the appearance of the site being walled off from the bay. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to existing public views. ENVIRONMENTAL REVIEW This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Division 6, Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition, construction, or conversion of up to three single-family residences in urbanized areas. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,684-square-foot, single-family residence including an attached 561-square-foot, two-car garage and therefore qualifies within this exemption. There are no known exceptions listed in CEQA Guidelines Section 15300.2 that would invalidate the use of this exemption. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. 5 Balthasar Residence (PA2024-0027) Zoning Administrator, May 16, 2024 Page 6 Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the city website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director by the provisions of Title 21 (Local Coastal Program [LCP] Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: LAW/msw Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans PUBLIC NOTICE 6 Attachment No. ZA 1 Draft Resolution 7 01-10-2023 RESOLUTION NO. ZA2024-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING A COASTAL DEVELOPMENT PERMIT TO DEMOLISH AN EXISTING SINGLE- FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY SINGLE-FAMILY RESIDENCE AND ATTACHED TWO-CAR GARAGE LOCATED AT 239 VIA LIDO SOUD (PA2024-0027) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Chris Brandon, concerning property located at 239 Via Lido Soud, requesting approval of a coastal development permit. 2. The lot at 239 Via Lido Soud is legally described as Lot 900 Tract 907 except the southeasterly 35-feet and the 40-foot by 90-foot section of abandoned Via Cordova except the northwesterly 10-feet of Tract 907. 3. The applicant proposes a coastal development permit to demolish an existing single-family residence and construct a new 3,684-square-foot, single-family residence including an attached 561-square-foot, two-car garage. The structure would reach a height of approximately 24 feet and includes two stories. The existing bulkhead is generally in good condition and will remain in place with minor alterations. The project also includes additional appurtenances such as site walls, fences, patios, landscaping, and drainage devices. The design complies with all development standards including height, setbacks, and floor area limit, and no deviations are requested. 4. The subject property is designated RS-D (Single Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single-Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD-C (Single Unit Residential Detached 10.0-19.9 DU/AC) and it is located within the R-1 (Single-Unit Residential) Coastal Zone District. 6. A public hearing was held on May 16, 2024, online via Zoom. A notice of the time, place, and purpose of the hearing was given by the Newport Beach Municipal Code (NBMC). Evidence, both written and oral, was presented to and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Division 6, Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Section 15303 because it has no potential to have a significant effect on the environment. 8 Zoning Administrator Resolution No. ZA2024-### Page 2 of 10 01-10-2023 2. Class 3 exempts the demolition, construction, or conversion of up to three single-family residences in urbanized areas. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,684-square-foot, single-family residence including an attached 561-square-foot, two-car garage and therefore qualifies within this exemption. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. By Section 21.52.015(F) (Coastal Development Permits - Findings and Decision) of the Newport Beach Municipal Code, the following findings, and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 4,408 square feet and the proposed floor area is 3,685 square feet. b. The proposed development provides the minimum required setbacks, which are 4 feet along the front property line abutting Via Lido Soud, 3 feet along each side property line, and 10 feet along the front property line abutting the Bay. c. The highest guardrail is less than 24 feet from the established grade (11.69 feet NAVD88) and the highest ridge is no more than 29 feet from the established grade, which complies with the maximum height requirements. d. The project includes garage parking for a total of two vehicles, complying with the minimum two-garage parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two-story, single-family residences. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development. 9 Zoning Administrator Resolution No. ZA2024-### Page 3 of 10 01-10-2023 3. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, Inc. dated January 16, 2024, for the project. The current maximum bay water elevation is 7.7 feet (NAVD88), and the existing bulkhead is at 11.69 feet (NAVD88). The report analyzes future sea level rise scenarios assuming a 3.0-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.90 feet (NAVD88) - (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). The existing seawall at 11.69 feet (NAVD88) reinforced with an adaptability elevation of 14.4 feet NAVD88 and is above the minimum required 10.9 feet (NAVD88). Flooding, wave runup, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. Flood shields (sandbags and other barriers) can be deployed across the openings to protect and prevent flooding to the structure. The report concludes that once the bulkhead is reinforced the proposed project will be reasonably safe from flooding hazards for the next 75 years. 4. On March 23, 2021, the City Council approved updated Waterfront Project Design Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. The guidelines require that any structure permitted within the years 2021 through 2025 must have a minimum bulkhead elevation of 10.9 feet (NAVD 88) with a design for adaptability elevation of 14.4 feet (NAVD 88). The project has been conditioned to reinforce the bulkhead to an adaptability elevation of 14.4 feet (NAVD 88). PMA Consulting, Inc. has confirmed the bulkhead can be raised up to 14.4 feet NAVD88 if needed and in compliance with the updated guidelines. 5. The finished floor elevation of the proposed single-family residence is 12 feet (NAVD 88), which complies with the minimum 9.00-foot (NAVD 88) elevation standard. 6. Under NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to agree with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). This requirement is included as a condition of approval that will need to be satisfied before the final building permit inspection, respectively. 7. The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). This requirement is included as a condition of approval that will need to be satisfied before the issuance of building permits, respectively. 8. The property is in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved before the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified 10 Zoning Administrator Resolution No. ZA2024-### Page 4 of 10 01-10-2023 in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC before building permit issuance. 9. The property is located adjacent to coastal waters. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. 10. Under Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75% of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A preliminary WQHP has been prepared for the project by Thomas M. Ruiz dated, January 24, 2024. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, the use of a LID approach to retain the design storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. 11. Proposed landscaping complies with Implementation Plan Section 21.30.075 (Landscaping). A condition of approval is included that requires drought-tolerant species. Before the issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 12. The project site is not located adjacent to a coastal view road, public access way, or Coastal Viewpoint as identified in the Coastal Land Use Plan. The nearest coastal viewpoint is approximately 880 feet away on Via Lido bridge and although the site is visible from the bridge it is amongst a row of similarly developed residences, each with docks/boats on the water. The residences do not impact the view of the Bay from the bridge. As currently developed, the existing property and other residences along the bay and Via Lido Soud are located within the view shed of the bridge and bay. However, the proposed single-family residence complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Additionally, the project does not contain any unique features that could degrade the visual quality of the coastal zone. 13. The front of the residence, which is visible from the bay, provides additional setbacks for the first floor and the living areas on the second floor where the required setback is 10 feet. The proposed residence includes two stories and reaches a maximum height of 24 feet, where three stories and a maximum height of 29 feet is allowed per the NBMC. Lastly, the design includes modulation of volume throughout the structure and low front site walls that prevent the appearance of the site being walled off from the bay. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to existing public views. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. 11 Zoning Administrator Resolution No. ZA2024-### Page 5 of 10 01-10-2023 Fact in Support of Finding: 1.The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on a standard R-1 lot with a new single-family residence. Therefore, the project does not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. 2.Vertical access to the bay and beach is available approximately 620 feet south of the property at a park on the Bay and 510 feet north at the entrance to Lido Isle. Lateral access is available along the beach in front of the park and extending south. The project does not include any features that would obstruct access along these routes. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1.The Zoning Administrator of the City of Newport Beach hereby finds this project is categorically exempt from the California Environmental Quality Act under Section 15303 under Class 3 of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. 2.The Zoning Administrator of the City of Newport Beach hereby approves the Coastal Development Permit, subject to the conditions outlined in Exhibit “A,” which is attached hereto and incorporated by reference. 3.This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director by the provisions of Title 21 Local Coastal Program (LCP) Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. 12 Zoning Administrator Resolution No. ZA2024-### Page 6 of 10 01-10-2023 _____________________________________ Benjamin M. Zdeba, Zoning Administrator PASSED, APPROVED, AND ADOPTED THIS 16TH DAY OF MAY, 2024. 13 Zoning Administrator Resolution No. ZA2024-### Page 7 of 10 01-10-2023 EXHIBIT “A” CONDITIONS OF APPROVAL 1.The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2.Before the final building permits, the existing seawall shall be reinforced and capable to be raised up to 14.4 feet (NAVD 88), in compliance with the City of Newport Beach Waterfront Project Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities 3.The existing seawall shall be reinforced by the recommendations provided in the Coastal Hazards Report and Sea Level Rise Analysis prepared by PMA Consulting, Inc. dated January 16, 2024. 4.Before the final building permit inspection, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 5.Before the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of the development. This letter shall be scanned into the plan set before building permit issuance. 6.No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter the sensitive habitat, receiving waters, or storm drains or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. No demolition or construction materials shall be stored on public property. 7.This Coastal Development Permit does not authorize any development seaward of the private property. 8.The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree 14 Zoning Administrator Resolution No. ZA2024-### Page 8 of 10 01-10-2023 trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of native birds under MBTA: A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 9. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall be implemented before and throughout the duration of construction activity as designated in the Construction Erosion Control Plan. 10. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 11. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stockpiles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 12. Trash and debris shall be disposed of in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed of in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 13. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 14. The project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 15. The applicant shall comply with all federal, state, and local laws. A material violation of any of those laws in connection with the use may be caused by the revocation of this Coastal Development Permit. 15 Zoning Administrator Resolution No. ZA2024-### Page 9 of 10 01-10-2023 16.This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained are detrimental to the public health, and welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained to constitute a public nuisance. 17.Before the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 18.Before the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to review and approval by the Building Division. 19.Before issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans. 20.Before the issuance of a building permit, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought-tolerant plantings, non-invasive plant species, and water-efficient irrigation design. The plans shall be approved by the Planning Division. 21.Before issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. The implementation shall comply with the approved CPPP and WQHP/WQMP and any changes could require separate review and approval by the Building Division. 22.All landscape materials and irrigation systems shall be maintained by the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 23.Construction activities shall comply with Section 10.28.040 (Construction Activity – Noise Regulation) of the Newport Beach Municipal Code, which restricts hours of noise- generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday. Noise-generating construction activities are not allowed on Sundays, or Holidays. 24.All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 (Community Noise Control) and other applicable noise control requirements of the Newport Beach Municipal Code. The maximum noise shall be limited to no more than depicted below for the specified periods unless the ambient noise level is higher: 16 Zoning Administrator Resolution No. ZA2024-### Page 10 of 10 01-10-2023 Between the hours of 7:00 AM and 10:00 PM Between the hours of 10:00 PM and 7:00 AM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA Residential Property located within 100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA N/A 60dBA 25. Before the issuance of the building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 26. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 27. This Coastal Development Permit shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 28. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Balthasar Residence including but not limited to, Coastal Development Permit (PA2024-0027). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages, which the City incurs in enforcing the indemnification provisions outlined in this condition. The applicant shall pay to the City upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. 17 Attachment No. ZA 2 Vicinity Map 18 VICINITY MAP Coastal Development Permit PA2024-0027 239 Via Lido Soud Subject Property Subject Property 19 Attachment No. ZA 3 Project Plans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BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VIA LIDO•••••••••••••••••••••••••••••••••••• •••••••••••••••• • • ••• •• ••• • •• • •• • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• VICINITY MAP BENCHMARK INFORMATION TITLE REPORT/EASEMENT NOTES NO TITLE REPORT PROVIDED LEGAL DESCRIPTION REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS: PARCEL 1: LOT 900 OF TRACT NO. 907, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAPRECORDED IN BOOK 28, PAGES 25-36, OF MISCELLANEOUSMAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY. EXCEPTING THEREFROM, THE SOUTHEASTERLY 35FEET THERETO. PARCEL 2: THE SOUTHEASTERLY 30 FEET OF ALL OF THAT PORTION OFVIA CORDOVA AS LAID OUT AND SHOWN ON MAP OF SAIDTRACT NO. 907, RECORDED IN BOOK 28, PAGES 25-36, OFMISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY, LYING BETWEEN THESOUTHWESTERLY LINE OF VIA LIDO SOUD, AS SHOWN ON SAIDTRACT NO. 907, AND THE U.S. GOVERNMENT BULKHEAD LINEBETWEEN U.S. STATION 173 AND U.S. STATION 174, AS SHOWNON SAID TRACT NO. 907, ABANDONED ON APRIL 1, 1940 BYRESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORTBEACH, CALIFORNIA. LC EXISTING ELEVATION LEGEND ( ) AC ASPHALT PAVEMENT FOUND MONUMENT AS NOTED SEARCHED, FOUND NOTHING; SETNOTHING FS FL FINISHED SURFACE FLOWLINE FFG FINISHED FLOOR GARAGE T.B.M.TEMPORARY BENCHMARKSET ON THE TOP OF CURB (TC)ELEVATION = 11.62 FEET VIL L A P A R K , C A L I F O R N I A 9 2 8 6 1 PH O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 A P E X L S I N C @ G M A I L . C O M PAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/24 PAUL DOMINICK CRAFTPROFESSIONALLANDSURVEYOR FF FINISHED FLOOR WATER METERWM EG EDGE OF GUTTER GAS METERGM CENTERLINE TC TOP OF CURB GRAPHIC SCALE BLOCK WALL BRICK SURFACE NG NATURAL GROUND BENCHMARK NO: NB3-17-77 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB3-1777",SET IN THE TOP OF A CONCRETE BRIDGEABUTMENT. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF VIALIDO AND THE WEST LIDO CHANNEL, 22.3 FT.SOUTHERLY OF THE CENTERLINE OF VIA LIDO AND0.35 MILES SOUTHEASTERLY OF NEWPORTBOULEVARD. MONUMENT IS SET LEVEL WITH THESIDEWALK. ELEVATION: 24.503 FEET (NAVD88), YEAR LEVELED 2015 ACU AIR CONDITION UNIT CATV CABLE TV BOX AD AREA DRAIN BX BOTTOM OF CURB X CB CATCH BASIN PA PLANTER AREA TG TOP OF GRATETSTOP OF STEP TW TOP OF WALL TX TOP OF CURB X TD TOP OF DECK PAUL D.L CRAFT,RRRR P.LLICENSERENEWAL 7/5/2023 23 83 '1 83 /27 75$&712 00 9, $ / , ' 2 6 2 8 ' 675$'$&25'29$ 1 ( 1 : 1 ( 1 : &+,01(<723 )6 )6 )6 )6 )6 ))* 5,'*( ))* )6 )6 )6 &+,01(<723 )6 )) $' )6 )6 $' )6 $' $' )6 )6 )) )6 )6 1* )6 )6 7: )6 7: )6 7: )6 7: )6 7& )/ 7& )/ 7; )/ (* )/ $& $& $& )6 $' )6 )6 $' )6 $' )6 $' 7: $' )6 )6 $' $' )6 7' %; 7; (* 7&&% 7&&% 7; )/ (* (* (* %; )6 )6 76 7' (;,67,1*%8,/',1* (;,67,1*%8,/',1* 3523(57</,1( (32;<7$*3(' /6 3523(57</,1( &85% *877(5 $&3$9(0(17 &$79 3$ 3$ 3$ *0 *$7( *$7( 6&2 7* 3$ 3$ 3$ */$66)(1&( :0 :0 3523(57</,1( &/ 52207$*52201$0( " 6327(/(9$7,21 .(<127(7$* 5(9,6,217$* 3523(57</,1(7$* 1 ( 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6 ( $ : $ / / /2 & $ 7 ( ' $ 7 9 , $ / , ' 2 6 2 8 ' 1( : 3 2 5 7 % ( $ & + & $ -$ 1 % $ / 7 + $ 6 $ 5 9 , $ / , ' 2 6 2 8 ' 1( : 3 2 5 7 % ( $ & + & $ )2 5 & ' 3 )25&'3 6: 32 5( , 1 ) 2 5 & , 1 * 7 + ( ( ; , 6 7 , 1 * 6 ( $ : $ / / /2 & $ 7 ( ' $ 7 9 , $ / , ' 2 6 2 8 ' 1( : 3 2 5 7 % ( $ & + & $ -$ 1 % $ / 7 + $ 6 $ 5 9 , $ / , ' 2 6 2 8 ' 1( : 3 2 5 7 % ( $ & + & $ )2 5 & ' 3 )25&'3 6: 33 NOTE : 5( , 1 ) 2 5 & , 1 * 7 + ( ( ; , 6 7 , 1 * 6 ( $ : $ / / /2 & $ 7 ( ' $ 7 9 , $ / , ' 2 6 2 8 ' 1( : 3 2 5 7 % ( $ & + & $ -$ 1 % $ / 7 + $ 6 $ 5 9 , $ / , ' 2 6 2 8 ' 1( : 3 2 5 7 % ( $ & + & $ )2 5 & ' 3 )25&'3 6: 34 PPROJECT LOCATION VICINITY MAP NOT TO SCALE MO N R O V I A HIGHWA Y FRE EW A Y JAM B OREE HIGH W A Y WEST BALBOA BALBOA PENINS U L A BALBOAISLANDBLVD PL A C E N T I A 17TH ST 15TH ST SUPE R I O R COAST AV E SANT A ANA AVE 20T H S T DOVER 18T H S TBLV D 15TH ST NEW P O R T AVE IRVI NETUSTIN 19 T H S T DR AVE AVE 55 FREE W A Y 73 MACA R THUR RD EA S T JOAQUIN MIGUEL C O RO NA DE L M AR CO AST SAN NE WP O R T HILLS COAST DR IVE BONITA AVE RO A D FORD SA N RD BISON BLV D CANYON DR DR UNIVERSITY A VE CAMP U S DR CA M P US DR FREEWAY 73 CITY OF COSTAMESA CITY OFIRVINE PACIFIC OCEAN JOHN WAYNEAIRPORT UPPERNEWPORTBAY NEWPORTCENTER LANDSCAPE ARCHITECTURAL PLANS FOR THE BALTHASAR RESIDENCE LIGHTING PLAN L-6 L-7 L-8 L-5 L-4 L-2 L-1 SHEET INDEX: COVER SHEET CONSTRUCTION PLAN IRRIGATION PLAN PLANTING PLAN IRRIG. & PLANTING SPECS. CCOV E R SH E E T 11 L-3 CONSTRUCTION DETAILS NOTICE TO HOMEOWNER: HOME OWNER SHALL PROCESS PLANS THROUGH THE HOME OWNER’S ASSOCIATION PRIOR TO ANY CONSTRUCTION. ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE THE APPLICANT OF LEGAL REQUIREMENT TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOC. APPROVAL. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133(TWO WORKING DAYS BEFORE YOU DIG) DIG ALERT: 800.227.2600SOUTHERN CALIFORNIA EDISON: 714.895.0246SOUTHERN CALIFORNIA GAS: 800.427.2000CITY WATER & SEWER: 949.644.3011PACIFIC BELL TELEPHONE: 800.750.2355 CCITY OF NEWPORT BEACHPUBLIC WORKS DEPT.: 949.644.3311CITY OF NEWPORT BEACH PLANNING DEPT.:GENERAL INFOMATION: 949.644.3200ZONING INFORMATION: 949.644.3204CITY OF NEWPORT BEACH BUILDING DEPT.:GENERAL: 949.644.3275PERMITS: 949.644.3288INSPECTIONS: 949.644.3255NEWPORT BEACH FIRE DEPT: 949.644.3106ORANGE COUNTY HEALTH SERVICES: 714.834.3882 NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND / OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND / OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR THEIR AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. 8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. 10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B. M. P. BEST MANAGEMENT PRACTICES. THE MINIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095 APPLICABLE CODES: 2022 CALIFORNIA BUILDING CODE: CH. 15.04 (C.B.C.)2022 CALIFORNIA RESIDENTIAL CODE: CH. 15.05 (C.R.C.)2022 CALIF1ORNIA ELECTRICAL CODE: CH. 15.06 (C.E.C.)2022 CALIFORNIA MECHANICAL CODE: CH. 15.07 (C.M.C.)2022 CALIFORNIA PLUMBING CODE: CH. 15.08 (C.P.C.)2022 UNIFORM SWIMMING POOL, SPA, & HOT TUB CODE: CH.15.09 1-30-24 1-25-24 IRRIGATION DETAILS LLAN D S C A P E A R C H I T E C T U R A L P L A N S F O R JA N B A L T H A S A R 23 9 V I A L I D O S O U D • N E W P O R T B E A C H , C A 9 2 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © D A V I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L ANS . T H E S E P L A N S A R E N O T T O B E R E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R M I S S I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S BY A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D E R S E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I MS A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- D A V I D A . P E D E R S E N • IN C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 L A N D S C A P E A R C H I T E C T U R E 35 NORTHSCALE: 3/16" = 1'-0" 0 GRAPHIC SCALE 5 10 15 20 25 30 BBQ VIA L I D O S O U D W.M. CCON S T R U C T I O N PL A N 22 GENERAL:CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE, FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC. CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES. ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLAN CONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT. STEP TREADS TO BE 12" WIDE MINIMUM. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. GENERAL NOTES AND SPECIFICATIONS1. GENERAL NOTICE TO CONTRACTORSALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS.CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION. 2. CONCRETE AND REINFORCING STEEL:CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT".MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 2" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES)THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE.MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2"ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40.ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE.REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS.WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64".ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD.ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES.ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE. 3. MASONRY:UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK.CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1.MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S.GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11".DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX.ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40.REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS.SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT. 4. ALL CONCRETE BASE FOR STONE AND OR PAVING MATERIAL SHALL RECEIVE 'REDGARD' WATERPROOFING AND CRACK PREVENTION MEMBRANE 5. BONDING MORTAR SHALL BE MAVIS 3000 BY OMEGA PRODUCTS.MAVS 3000 IS A HIGHLY POLYMER-MODIFIED, FACTORY BLENDED MASONRY MORTAR THAT EXCEEDS ASTM C270, TMS 402/602 SHEAR STRENGTH, ENTIRE ANSI A118.4, ENTIRE ANSI A118.11, AND ENTIRE ANSI A118.15 REQUIREMENTS MANUFACTURED BY OMEGA PRODUCTS INTERNATIONAL WITH 15-YEAR TO 35-YEAR WARRANTY. CONTACT DAN LANSAW: ARCHITECTURAL AND PRODUCT SUPPORT REPRESENTATIVE, OMEGA PRODUCTS INTERNATIONALMAVS DIVISION MOBILE: (951) 339-6091 DLANSAW@OMEGA-PRODUCTS.COM ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 6 FT. VERTICAL MAHOGANY WOOD GATE WITH COOPER CAP, MATCH FINISH OF HOUSE WOOD. PROJECT HARDSCAPE MATERIALS:PRE-CAST CONCRETE COPING SHALL BE BY PACIFIC STONE DESIGN, INC. 866-997-8663'TRESTLES' WC 104 SERIES , SAND TEXTURE, COLOR #440,AUSE CORNER PIECES AT EA. CORNER (DO NOT MITER) PORCELAIN PAVERS SHALL BE BELGARD STONE FINISH 'LAGOON' COLOR SANDSHELL LG 02 ST. FIRE TROUGH TO BE FACED WITH BRICK TO MATCH HOUSE. CONCRETE STXEPPING PADS TO BE COLORED 'FRENCH GRAY' WITH TOP CAST #3 FINISH. PAVER STEPPING PADS ON 4" CONCRETE BASE, ALLOW ±5" BETWEEN EACH FOR PLANTING. EXISTING PROPERTY LINE WALL, STUCCO TO MATCH HOUSE.. PAVER HARDSCAPE, SLOPE TO DRAIN. GROUT SHALL BE TIGHT AND UNIFORM . PAVER DRIVE WITH 6 INCH CONCRETE BASE. CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING. 1 2 3 4 5 6 7 8 9 10 4 FT. OPEN IRON GATE, PAINT TO MATCH HOUSE TRIM COLOR. RAISED 16 INCH HIGH BRICK FACED FIRE TROUGH W/ PRE-CAST CONCRETE CAP, BRICK TO MATCH HOUSE. 42 INCH HIGH GLASS GUARD RAIL REMOVE EXISTING PILASTER. OPEN LOUVERED WOOD ENTRY GATE W/ STEEL FRAME, SEE ARCHITECTS PLANS. 1 2 3 4 55 5 6 6 7 7 8 9 7 7 10 3 LLAN D S C A P E A R C H I T E C T U R A L P L A N S F O R JA N B A L T H A S A R 23 9 V I A L I D O S O U D • N E W P O R T B E A C H , C A 9 2 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © D A V I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L ANS . T H E S E P L A N S A R E N O T T O B E R E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R M I S S I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S BY A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D E R S E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I MS A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- D A V I D A . P E D E R S E N • IN C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 L A N D S C A P E A R C H I T E C T U R E 36 CCON S T R U C T I O N DE T A I L S 33 1. PROVIDE COPPER CAP2. 1 X 5 HORIZONTAL BOARDS3. 1 X 4 FRAME ON BACK SIDE.4. STAILESS STEEL GATE HARDWARE AS SELECTED BY OWNER.5. 3 STAINLESS STEEL HINGES.6. SEE CONSTRUCTION PLAN.7. FINISH SURFACE 1 2 3 4 5 6 7 3'-6" MIN.SCALE PLAN SE E C O N S T R U C T I O N P L A N WOOD GATE NOTE: ALL WOOD TO MATCH HOUSE GARAGE. FIRE TROUGH PLAN ELEVATION 16 " 1. BRICK TO MATCH HOUSE2. PRE-CAST CONCRETE CAP3. PROVIDE GAS FIRE RING HOOP W/ ON OFF VALVE ON SIDE 1 3 2 2 2'- 8 " 8" 5'-0" 1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN.2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3. THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY.4. REBAR PER CONSTRUCTION PLAN.5. FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12"MIN. TYPICAL HARDSCAPE THICKENED EDGE 1 23 45 4" 4" 1 2 3 4 5 6 7 1. CONCRETE PAVING (SEE FINISH SCHEDULE)2. FINISH GRADE3. SUB-BASE MATERIAL REFER TO SPECIFICATIONS4. COMPACTED SUBGRADE5. 1/4" RADIUS ALL EDGES6. DECORATIVE ROCK, TURF OR GROUNDCOVER (SEE FINISH SCHEDULE OR PLANTING PLAN)7. REINFORCING STEEL - REFER TO CONSTRUCTION NOTES CONCRETE STEPPERS 1. SIDE OF HOUSE2. WEEP SCREED 3. HARDSCAPE SURFACE.4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND5. 3/ 8" POLYFELT FOAM EXPANSION.6. COMPACTED SOIL FOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN. EXPANSION JOINT AT HOUSE 3/8" 1/4" R. 4"MIN 1"MIN 1 2 3 4 5 6 LA N D S C A P E A R C H I T E C T U R A L P L A N S F O R JA N B A L T H A S A R 23 9 V I A L I D O S O U D • N E W P O R T B E A C H , C A 9 2 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © D A V I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L ANS . T H E S E P L A N S A R E N O T T O B E R E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R M I S S I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S BY A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D E R S E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I MS A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- D A V I D A . P E D E R S E N • IN C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 L A N D S C A P E A R C H I T E C T U R E 37 NORTHSCALE:: 3/16"" == 1'-0" 0 GRAPHICC SCALE 5 10 15 20 25 30 BBQ VIA L I D O S O U D W.M. IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTHS AND WATTAGES, EXCESSIVEVOLTAGEDROPWILLOCCURANDLIGHTOUTPUTWILLGREATLYDIMINISH. CENTERTRANSFORMERSWHENEVER POSSIBLE. MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZECABLE AND TRANSFORMERS PROPERLY FOR EACH PROJECT. ALLOW ROOM FOR GROWTH ORADDITIONS TO THE SIGHTING SYSTEM. IT IS RECOMMENDED TO USE EYELET, FLANGE SPADE, OR SPADE TERMINAL CONNECTORS WHENATTACHING CABLE TO TERMINAL BLOCK STUDS. THIS ENABLES ADDITIONAL SETS OF CABLE TO BE USEDAND REDUCES THE POSSIBILITY OF STRAY WIRES TO TOUCH FROM ONE CONDUCTOR TO ANOTHER. IFTHIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED CONDITION AT THE TERMINAL BLOCK. CAUTION: HALOGEN LIGHTS OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL BLACKEN AND HAVEBOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORESCENT LIGHTS WILL NOTOPERATE UNDER 10 VOLTS. VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE CABLE RUNS AS SHORT AS POSSIBLEFROM TRANSFORMER. CENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TOACHIEVE THE DESIRED COVERAGE. CONTRACTOR SHALL USE SILICONE- FILLED SAFETY WIRE CONNECTORS BY "KING CONNECTORS" MODELNO. KING-6T FOR DIRECT BURRIAL LOW-VOLTAGE LIGHTING SYSTEMS. GENERAL LIGHTING NOTES:ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICALCODES AND LOCAL GOVERNMENTAL AGENCY, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE HELD LIABLEFOR ANY DAMAGES INCURRED.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED.FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR AT NIGHT.CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED WITH MASONRY AND OTHER SUBCONTRACTORS ASREQUIRED.CONTRACTOR SHALL SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALLCABLE MUST BE INSTALLED A MINIMUM OF 12 INCHES BELOW GRADE. PVC SCH 40 SLEEVING SHALL BE PROVIDED UNDERALL HARDSCAPE AREAS.ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 18” OF EXCESS CABLE BURIED AT EACH FIXTURE FORPOSSIBLE RE POSITIONING AND OR MAINTENANCE.CONTRACTOR SHALL PROVIDE OWNER WITH ALL MANUFACTURERS GUARANTEE LITERATURE. LOW VOLTAGE CABLE WITH APPROVEDWATER PROOF CONNECTION. LEAVE 36"MIN. LOOP COILED IN BOTTOM OFFIXTURE FOR FUTURE RELOCATION. STAKE MOUNTED LIGHTINGFIXTURE. SEE LIGHTING PLANLEGEND FOR TYPE, COLOR & LAMP. SCALE: NOT TO SCALE TYPICAL LANDSCAPEE AREAA LIGHT SHRUBB PLANTINGG AREAS 5 64123 7 8 9 1. FINISH GRADE2. 2" IN G.C., FLUSH IN LAWN3. VALVE BOX (SEE SPECS.)4. WATER PROOF CONNECTOR5. 24" LINEAR LENGTH OF WIRE, COILED.6. BRICK ( 1 OF 4 )7. PVC SWEEP ELLS,8. 1 CU. FT. PEA GRAVE (MIN)9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE.RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE. WIRE PULLL BOXX // JUNCTIONN BOX 112"" MIN . 7 LOW VOLTAGE CABLE WITH APPROVEDWATER PROOF CONNECTION. LEAVE 18"MIN. LOOP COILED IN BOTTOM OFFIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT SPOT LIGHT FIXTURE. SEELIGHTING PLAN LEGEND FORTYPE. TYPICALL DIRECTIONAL SPOTT LIGHTSHRUBB PLANTINGG AREAS SCALE: NOT TO SCALE FINISH GRADE LOW VOLTAGE CABLE WITH APPROVEDWATER PROOF CONNECTION. LEAVE 18"MIN. LOOP COILED IN BOTTOM OFFIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT FLOOD LIGHT FIXTURE. SEELIGHTING PLAN LEGEND FORTYPE. TYPICALL FLOODD LIGHT SCALE: NOT TO SCALE FINISHGRADE VOLTAGEE GUIDELINETOTALL WATTAGEE OFF RUNLINEARR FT.. OFF ## 12/2WIREE FROMM THEE TRANSFORMERR TOTHEE FIRSTT LAMP 40WATTS 80WATTS 108WATTS 128WATTS 144WATTS 180WATTS VOLTAGEE TAPP TOO BEE USEDD ATT TRANSFORMER 255 LN.. FT.. 500 LN.. FT.. 755 LN.. FT.. 1000 LN.. FT.. 1500 LN.. FT.. 2000 LN. FT.. 2500 LN. FT.. 3000 LN.. FT.. 3500 LN.. FT.. 4000 LN.. FT.. 4500 LN.. FT.. 5000 LN.. FT.. 5500 LN.. FT.. 6000 LN.. FT.. 6500 LN. FT.. 7000 LN.. FT.. 7500 LN.. FT.. 8000 LN. FT.. 122 V 12 V 12 V 133 V 13 V 13 V122 V 12 V 12 V 133 V 14 V 14 V122 V 12 V 133 V 133 V 14 V 14 V122 V 133 V 14 V 144 V 15 V 16 V133 V 14 V 15 V 166 V 16 V 18 V144 V 14 V 16 V 177 V 18 V 20 V144 V 16 V 17 V 188 V 20 V 20 V155 V 17 V 18 V 200 V 20 V155 V 18 V 20 V155 V 20 V155 V 20 V166 V177 V177 V188 V188 V200 V 20 V 20 V 200 V HOW TO USE DIFFERENT VOLT TAPS.EXAMPLE: If the first light tests at 8 volts, subtract 8volts form 12 volts, which equals 4 volts. Now add the 4volts back into 12 volts and that will equal 16 volts (thus) 12 VOLTS-8 VOLTS =4VOLTS 12 VOLTS+4VOLTS =16VOLTS CONTRATOR SHALL RUN MINIMUM OF 8 GUAGE WIRE FROM THETRANSFORMER FOR THE FIRST 15 FT., PRIOR TO THE REDUCTION OFWIRE SIZE. WIRE SIZE UNDER 14 GUAGE IS NOT PERMITTED FOR THIS PROJ. LIGHTINGG CABLEE // DISTANCEE CHART CABLEE TYPE RECOMMENDEDD DISTANCEE FROMTRANSFORMER(SINGLE RUN) MAXIMUMM WATTAGE(LOAD) OO NN EE CC II RR CUU II TT 22 C ONN DD UU CC TT OO RR S 18 / 2 20 FEET 100 WATTS200 WATTS250 WATTS300 WATTS300 WATTS300 WATTS 16 / 2 150 FEET14 / 2 80 FEET12 / 2 100 FEET10 / 2 150 FEET8 / 2 200 FEET22 CC II RR CC UU II TT SS 33 CC OO NN DD UU CC TT OO RR S 12 / 3 200 FEET 600 WATTS,(300 WATTS PER CIRCUIT) 10 / 3 250 FEET 600 WATTS,(300 WATTS PER CIRCUIT) LI G H T I N G PL A N 4 MMATTEE BRONZEE DIRECTIONALL SPOTT TOP-UL-114-MBR 12TOP200 WATTT HAL.MRR 8 SHINEE ATT URNN ORR STATUE SYMBOL DESCRIPTIONN // COLOR MFG.MODELL NO. LAMP VOLTAGE NOTES: TRANSFORMERSS SHALLL BEE AA TOP 3000 WATTT TOPP LIGHTS TRANSFORMERR BYY TOP W// INTEGRALL TIMERR )) CONTACTT BRETTT BROWNINGG ATT TOP LIGHTSS INC.. TOO PLACEE ORDERR 877-867-55966 (CELLL 949-422-4563)T MATTEE BRONZE AREA LANDSCAPEE // PATHLIGHT,, 12”” HIGH,, "SMALLL HAT"TOP TOP-PL-340-MBR 22 WATTT LED 12 LOCATEE ±12"" AWAYY FROMM ANYY WALKK ORR PATIO.. ±± 18"" FROMM MOWW EDGE. MATTEE BRONZEE DIRECTIONALL FLOODD LIGHT TOP-UL-150-MBR 12TOPPARR 366 FLOOD66 ALTT WATTT LED SHINEE INN LOWERR BRANCHESS OFF SHRUBB ORR VINE. LL II GG HH TT II NN GG LL EE GG EE NN D Private landscape lighting is not allowed to beinstalled within the public right-of-way per CityCouncil Policy NOTE: ALL FIXTURE HAVE A KELVIN OF 2,700 (WARM WHITE) LUMEN RATING ACCOUNTS FOR BULB PLACEMENT AND SHROUD ON FIXTURE LUMENS 120 L. 150 L. 130 L. T LLAN D S C A P EE AR C H I T E C T U R A LL PL A N SS FO R JA NN BA L T H A S A RR 23 99 VI AA LID OO SO U DD • N E W P O R TT BE A C H ,, CAA 92 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © DAV I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L A N S . T H E S E P L A N S A R E N O T T O BER E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R MISS I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S B Y A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D ERS E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I M S A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- DA V I D A . P E D E R S E N • I N C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 LA N D S C A P E A R C H I T E C T U R E 38 NORTHSCALE: 3/16" = 1'-0" 0 GRAPHIC SCALE 5 10 15 20 25 30 BBQ VIA L I D O S O U D W.M. 239 VIA LIDO SOUD NEWPORT BEACH NEWPORT BEACHNEWPORT BEACH NEWPORT BEACHNEWPORT BEACH DAVID A. PEDERSEN 1-26-24 3895 DAVE@DPLANDSCAPE.COM949-251-8999 3400 IRVINE AVE. NEWPORT BEACH CA. SUITE 203 1-30-24 11-17-22 · TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE) · 75% OF LANDSCAPE AREA MUST BE PLANTED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3. · COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES 3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS)AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES STATEMENT, “I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).” POINT OF CONNECTIONMAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE DIRECTLY DOWNSTREAM OF EXISTING LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. EXTEND MAINLINE AS SHOWN TO SIDE YARD FOR IRRIGATION EQUIPMENT LOCATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF BALL VALVE PER ALL LOCATE CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE POC AND THE BACKFLOW PREVENTER TO BE 1" TYPE 'K' COPPER INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 5 GPM. MINIMUM DESIGN PRESSURE AT POC IS 60 PSI. CONTRACTOR SHALL TAKE A DIRECT PRESSURE MEASUREMENT AT THE POC PRIOR TO START OF WORK. IF STATIC PRESSURE IS GRATER THAN 80 PSI. INSTALL PRESSURE REGULATOR WITH BACKFLOW ASSEMBLY PER THESE PLANS AND SET TO 60 PSI. IF STATIC PRESSURE IS BETWEEN 60 PSI AND 80 PSI, DO NOT INSTALL PRESSURE REGULATOR. IF STATIC PRESSURE IS LESS THAN 60 PSI. NOTIFY LANDSCAPE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTROLLERINSTALL IRRIGATION CONTROLLER OUTSIDE HOUSE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND / OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COST. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. SLEEVINGMAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART. DRIP LINE SYSTEMSSHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. 2. Soil Preparation Mulch and Amendments(a) Prior to planting of any materials, compacted soils shall betransformed to a friable condition. On engineered slopes,only amended planting holes need to meet this requirement.(b) Soil amendments shall be incorporated according to therecommendations of the soil report and what is appropriatefor plants selected.(c) For landscape installations, compost at a rate of a minimumof four cubic yards per 1,000 square feet of permeable areashall be incorporated to a depth of six inches into the soil.Soils with greater than 6% organic matter in the top 6 inchesof soil are exempt from adding compost and tilling.(d) A minimum two, three inch (3″) layers of mulch shall beapplied on all exposed soil surfaces of planting areas exceptin turf areas, creeping or rooting groundcovers, or directseeding applications where mulch is contraindicated. Toprovide habitat for beneficial insects and other wildlife, up to5% of the landscape are may be left without mulch.Designated insect habitat must be included in the landscapedesign plan as such.(e) Stabilizing mulching products shall be used on slopes thatmeet current engineering standards such as those detailedin the USDA/USAID Low Volume Roads Engineering BestManagement Practices Field Guide.(f) The mulching portion of the seed/mulch slurry in hydroseededapplications shall meet the mulching requirement.(g) Organic mulch materials made from recycled or postconsumershall take precedence over inorganic materials orvirgin forest products unless the recycled post-consumer 2.3 Soil Management ReportA. All planted landscape areas are required to have friable soil to maximize retention and infiltration. On engineered slopes, only amended planting holes need meet this requirement.B. In order to reduce runoff and encourage healthy plant growth, a soil management report shall be completed by the project applicant, or his/her designee, as follows:1. Submit soil samples to a certified agronomic soils laboratory for analysis and recommendations.(a) Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants.(b) The soil analysis may include, but is not limited to:1. soiltexture;2. infiltration rate determined by laboratory test or soil texture infiltration rate table;3. pH;4. total soluble salts;5. sodium;6. percent organic matter; and7. recommendations. PRESCRIPTIVE COMPLIANCE OPTION 'H'This project submittal is under the City's prescriptive requirements which is an option to the City's Water Efficient Landscape Ordinance. THESE GUIDELINES ARE FRO ESTABLISHED PLANTS (1 YEAR FRO SHRUBS, 3 YEARS FOR TREES). ADDITIONAL WATER IS NEEDED FOR NEW PLANTINGS OR UNUSUALLY HOT OR DRY WEATHER. LESS WATER IS NEEDED DURING COOL OR RAINY WEATHER. DRIP RUN TIMES ARE TYPICALLY 2 HOURS OR MORE FOR EACH WATERING. ALL SPRINKLERS SHOULD SERVER ONLY THE REQUIRED TURF AREAS AND NOT SPRAY ON BUILDINGS, FENCES OR NON-LANDSCAPE AREAS. WATERING SHOULD BE DONE BEFORE SUNRISE TO REDUCE EVAPORATION LOSSES. ALWAYS IRRIGATE THE ENTIRE DEPTH AND WIDTH OF THE ROOT ZONE REGARDLESS OF THE TIME OF YEAR. TWICE A YEAR WATER TWICE AS LONG TO LEACH OUT SALTS AND BUILDUP IN THE SOIL LANDSCAPE WATERING GUIDELINES SEASONAL FREQUENCY - DAYS BETWEEN WATERINGS SPRING MAR- MAY SUMMER MAY - OCT FALL OCT - DEC WINTER DEC - MAR WATER THIS DEEPLY TREES SHRUBS GROUND COVERS ANNUALS TURF DROUGHT PLANTINGHIGH WATERUSE PLANTSDROUGHT PLANTINGHIGH WATERUSE PLANTSDROUGHT PLANTINGHIGH WATERUSE PLANTS 14 - 30 DAYS 7 - 12 DAYS 14 - 30 DAYS 7 - 10 DAYS 14 - 30 DAYS 7 - 10 DAYS 3 - 7 DAYS 7 - 18 DAYS 7 - 10 DAYS 7 - 18 DAYS 5 - 7 DAYS 7 - 21 DAYS 2 - 10 DAYS 2 - 5 DAYS NONE3 - 7 DAYS 14 - 30 DAYS 7 - 12 DAYS 14 - 30 DAYS 7 - 10 DAYS 14 - 30 DAYS 7 - 10 DAYS 3 - 7 DAYS 3 - 10 DAYS 24 - 45 DAYS 14 - 30 DAYS 24 - 30 DAYS 10 - 14 DAYS 24 - 30 DAYS 10 - 14 DAYS 5 - 10 DAYS 7 - 14 DAYS 24" - 36" 24" - 36" 18" - 24" 18" - 24" 8" - 12" 8" - 12" 8" - 10" 6" - 10" HOLD ON FINAL FOR SUBMITTAL OF CERTIFICATION OF COMPLETION PACKAGE P.O.C. (POINT OF CONNECTION) CONTRACTOR SHALL TEE OFF THE HOUSE MAIN BETWEEN THE WATER METER AND THE HOUSE AND RUN A ONE INCH MAIN LINE TO THE LANDSCAPE VALVES. THIS LINE IS NOT SHOWN FOR CLARITY PURPOSES.5 IR R I G A T I O N PL A N ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE. OBSTRUCTIONSWHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. AUTOMATIC IRRIGATION CONTROLLERS UTILIZINGEVAPOTRANSPIRATION WITH NONVOLATILE MEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING IN ALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSELABELED DEVICES AS APPLICABLE. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY.” PROJECT TYPE = NEW LANDSCAPE WATER SUPPLY TYPE = POTABLE IRRITROL RAIN DIAL-R 9TC-12EX-R) WEATHER - BASED AUTOMATIC ET ADJUSTING 'SMART' IRRIGATION CONTROLLER - WITH IRRITROL CL-100 SERIES 'CLIMATE LOGIC' WIRELESS ET / RAIN SENSOR NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT ET SCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVER CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER EQUIPMENT LEGEND SYMBOL MANUFACTUER / MODEL NUMBER TORO 570Z-6P-COM-OT- POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE C IRRITROL 2713APR 1" ATI-SIPHON / ELECTRIC CONTROL VALVE 1"PROVIDE 1 MAIN LINE TO VALVES WATER METERLOCATION ET C 1"1"1"1"1" SLEEVE UNDER PATIO 1/2"1/2" 1/2"1/2"1/2" 3/4" 3/4"1/2"1/2" 1/2"1/2"3/4" 1/2"1/2" 3/4" 3/4"3/4" 1" 1"1" 1/2" 3/4" LA N D S C A P E A R C H I T E C T U R A L P L A N S F O R JA N B A L T H A S A R 23 9 V I A L I D O S O U D • N E W P O R T B E A C H , C A 9 2 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © D A V I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L ANS . T H E S E P L A N S A R E N O T T O B E R E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R M I S S I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S BY A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D E R S E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I MS A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- D A V I D A . P E D E R S E N • IN C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 L A N D S C A P E A R C H I T E C T U R E 39 1. FINISH GRADE2. NATIVE SOIL / BACKFILL PER SPECIFICATIONS3. POP-UP SPRAY HEAD AND NOZZLE PERLEGEND4. 1/2" MARLEX STREET ELL5. 1/2" SCH 40 PVC STREET ELL TxT6. 1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE7. SCH. 40 PVC LATERAL LINE FITTING WITH 1/2"FEMALE THREADED OUTLET8. LATERAL LINE PIPING PER LEGEND SEENOTE POP - UP SPRAY HEAD 1 2 3 4 5 6 4 7 8 12" NOTES:USETEFLONTAPEONALLPVCTO PVC CONNECTIONS; NO PIPEDOPE ALLOWED. SETPERIMETER HEADS 4" -4" FROMHARDSCAPE AND 6" - 12" FROMVERTICAL OBJECTS SUCH ASFENCES AND WALLS, ETC.ONLY USE BOTTOM INLET OFHEAD. 18 " * 4" 2" 4" 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE)2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS#314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS3. FINISH GRADE4. SCH 40 PVC MALE ADAPTER (2 REQUIRED)5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED)6. NATIVE SOIL7. MAINLINE PIPING PER IRRIGATION LEGEND8. COMMON BRICK SUPPORTS (4 REQUIRED)9. FILL BASE OF BOX WITH PEA GRAVEL* 1/2"INTURFAREAS,2"INSHRUBAREAS NOTES:OFF-SET VALVE BOX AROUNDBALL VALVE TO ALLOW SPACEFOR FULL MOVEMENT OF THEBALL VALVE HANDLE. BRASS BALL VALVE 1 2 3 4 5 6 7 8 9 TRENCHING 12"MIN.18"MIN. 1. FINISH GRADE2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90%COMPACTION REQUIRED - SEE SPECS.3. NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH)5. CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE6. UNDISTURBED NATIVE SOIL. NOTES:BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT AllCHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTEDWITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPEARCHITECT. RUNCONTROLWIRESINSAMETRENCHASMAINLINEWHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS ATALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES,ETC.) AND AT ALL TERMINAL POINTS. 1 2 3 4 5 6 1. INSERT WIRES THROUGH HOLS IN BASEOF BODY.2. STRIP WIRES APPROXIMATELY 5/8"FROM END AND TWIST TOGEATHER.3. PUT CRIMP SLEEVE ON TWISTED WIRESAND USE INDENT-TYPE CRIMPING TOOLTO SECURE. TRIM EXCESS BARE WIRE.4. PLUG PRE-FILLED WITH WATER PROOFSEALANT.5. INVERT BODY AND INSERT PLUG INTOBODY UNTIL IT SNAPS TIGHT.6. PUSH WIRES ALL THE WAY INTO PLUGTO COMPLETELY SEAL THE CRIMPSLEEVE. NOTES:USE SPEARS #DS-400 DRI-SPLICE WIRECONNECTOR KIT. MAKE ALL WATERPROOFWIRE CONNECTIONS PER THEMANUFACTURER'S DIRECTION.WATERPROOF WIRE CONNECTOR 1 2 3 4 5 6 ET / RAIN SENSOR - WIRELESS LEGEND:1. CLIMATE LOGIC™ WEATHER SENSOR MOUNTEDOUTDOORS ON FLAT SURFACE USING SCREWS.2. CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ONA RAIN GUTTER USING QUICKCLIP™ GUTTER MOUNT.3. CLIMATE LOGIC™ RECEIVER MODULE MOUNTEDINDOORS NEAR THE COMPATIBLE CONTROLLER.MOUNTWITHSCREWSATEYELEVELORIFINASECURE AREA, MOUNT ON HOOK AND LOOP TYPESTRIPS FOR DISMOUNTING AND HANDHELDPROGRAMMING UTILIZING THE SLACK IN THE CORD.4. SINGLE CONNECTION CORD PLUGGED INTOCONTROLLERS REMOTE PORT.5. AUTOMATIC SPRINKLER CONTROLLER6. FINISH SURFACE OF INTERIOR SPACE WHERECONTROLLER IS LOCATED.7. PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZEAS REQUIRED).8. PVC SWEEP ELL (PROTECTING LOW VOLTAGECONTROL WIRES TO THE ELECTRIC VALVES). IrritrolCLIMATE LOGIC69F40%1:15aMENUNo Rain-Irrigation11/16 CL-M1 SMART RXENABLED% ASRE Q ' D NOTES:INSTALL, MOUNT, AND WIRE THE CLIMATE LOGICSENSOR AND RECEIVER PER THE MANUFACTURER'SDIRECTIONS.B. FINAL CLIMATE LOGIC SENSOR LOCATION TO BEDETERMINED IN THE FIELD AND APPROVED BY THEOWNER.C. FINAL CLIMATE LOGIC SENSOR LOCATION SHALLBE IN A LOW VISIBILITY AREA.D. FOR MOST ACCURATE SENSING, LOCATE THESENSOR SO THAT IT IS EXPOSED TO SUN AS MUCHAS POSSIBLE. REFER TO THE OWNER'S GUIDE FORFURTHER MOUNTING LOCATION DIRECTIONS. 1 2 3 4 6 5 7 8 SLEEVING 12"MIN. 24"MIN. 1. HARDSCAPE, SEE CONSTRUCTION PLAN2. CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OFNATIVE SOIL3. LATERAL LINE IN SCH 40 PVC SLEEVE4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE5. CONTROL WIRES IN SCH 40 PVC SLEEVE6. UNDISTURBED NATIVE SOIL. NOTES:SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTENDSLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE. 1 2 3 4 5 6 1. AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PERMANUFACTURER'S DIRECTIONS DIRECTIONS.2. ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION3. 12" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE4. SCH 40 PVC CONDUIT FOR CONTROL WIRES5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUMOF TWO PLACES (TYP)6. FINISH GRADE.7. WALL. WALL MOUNTED IRRIGATION CONTROLLER FRONT VIEW SIDE VIEW 1 2 3 4 5 6 7 WALL 24"18" 4'- 6 " 1818"2424" 1 2 3 4 5 6 7 8 910±18" ATMOSPHERIC BACKFLOW / VALVE 6. UV RADIATION RESISTANT (1 OF 2) 2. WATER PROOF CONNECTION 1. ID TAG WIRE, COILED 3. 30-INCH LINEAR LENGTH 7. UV RADIATION RESISTANT 4. REMOTE CONTROL VALVE: 10. PVC LATERAL PIPE (1 OF 2) 9. PVC SCH 40 ELL (1 OF 2) 5. INSTALL 6-INCH MIN. ABOVE PVC SCH 40 PIPE (1 OF 2) (1 OF 2) 8. FINISH GRADE / TOP OF MULCH PVC SCH 40 MALE ADAPTER HIGHEST POINT OF DISCHARGE 11. PVC SCH 40 MAIN LINE TO WATER SOARCE11 1. CHAMPION B-402 ( 3/4" MALEHOSE TO 1" FEMALE PIPE).2. 1" THREADED BRASS NIPPLE -LENGTH AS REQUIRED.3. 8X8CONCRETEBLOCK,GROUTCELL SOLID. FINISH SURFACE TOBE 1" MIN. ABOVE FINISH GRADE.4. BRASS 90 DEGREE ELL.5. PVC MALE ADAPTER.6. SCH. 40 PVC MAIN LINE.7. 1/4" THICK EXPANSION FOAMWRAPED ARROUND BRASS NIPPLE HOSE BIB INSTALLATION DETAIL 1 2 3 4 56 7 1 2 3 4 5 6 7 8 1, SPRINKLER NOZZLE - REFER TO IRRIGATION LEGEND FORMANUFACTURER AND MODEL.2. PVC SCHEDULE 80 NIPPLE. LENGTH AS REQUIRED.3. KING GROS. "CV" SERIES ANTI-DRAIN VALVE AS REQUIRED.ADJUST TO PREVENT LOW HEAD DRAINAGE.4. MARLEX STREET ELL.5. PVC SCHEDULE 40 STREET ELL.6. LATERAL PIPE FITTING.7. LATERAL LINE PIPING - SEE PLAN FOR TYPE AND SIZE.8. FINISH GRADE ONLY IN SLOPED AREAS TOPREVENT LOW HEAD DRAINAGE * SPRAY HEAD & OR BUBBLER ON RISER 6" MIN. FOR SPRAY HEADSBUBBLERS AT 2" ABOVE FINISH GRADE* IR R I G A T I O N DE T A I L S 6 LLAN D S C A P EE AR C H I T E C T U R A LL PL A N SS FO R JA NN BA L T H A S A RR 23 99 VI AA LID OO SO U DD • N E W P O R TT BE A C H ,, CAA 92 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © DAV I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L A N S . T H E S E P L A N S A R E N O T T O BER E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R MISS I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S B Y A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D ERS E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I M S A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- DA V I D A . P E D E R S E N • I N C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 LA N D S C A P E A R C H I T E C T U R E 40 NORTHSCALE: 3/16" = 1'-0" 0 GRAPHIC SCALE 5 10 15 20 25 30 BBQ VIA L I D O S O U D W.M. SYMBOL QUANTITY CAR-MAC 13 COL-ANT 1 CRA-UND 3 LAU-RAG 2 LIG-TUS 3 LIR-GIG 1 RAP-MIN 9 SEN-SER 6 SES-AUT 3 SOL-JAS 7 OPH-NAN OPHIOPOGON JAPONICUS 'NANUS' DWARF MONDO GRASS 3"0.C. LUMPING PERENNIAL GRASS LIKE FOLIAGE TO 3” W/ LILAC FLOWERS. GREAT LAWN SUBSTITUTE LIR-GIG LIRIOPE GIGANTEA GIANT LILY TURF FIVE GAL. PERENNIAL TO 2 FT. OF GRASSLIKE APPEARANCE W/ PURPLE FLOWER SPIKES. SHRUBSSYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION GROUND COVERSYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION SOL-JAS SOLANUM JASMINOIDES POTATO VINE / JASMINE NIGHTSHADE FIVE GAL.EVERGREEN TWINING VINE W/ PERPETUAL BLOOM OF STAR SHAPED WHITE FLOWERS. (DEER RESISTANT) COL-ANT COLOCASIA ANTIQUORUM 'BLACK MAJIC' BLACK TARO 15 GAL. HERBACEOUS PERENNIAL W/ ELEPHANT'S EAR SHAPED LEAVES ON BLACK STEMS. FILTERED SHADE RICH MOIST SOIL.CRA-UND CRASSULA UNDULATIFOLIA 'BLUE WAVE' BLUE WAVE RIPPLE JADE FIVE GAL. COMPACT DENSE SMALL SUCCULENT TO 3FT. W/ TWISTED BLUISH GREY LEAVES.LAU-RAG LAURUS NOBILIS MONRIK LITTLE RAGU SWEET BAY 15 GAL SLOW GROWING, DENSE SHRUB TO 6 FT. WITH DARK GREEN LEATHERY AROMATIC LEAVES SESLERIA AUTUMNALIS AUTUMN MOOR GRASSSES-AUT ONE GAL. GRASS TO 20" TALL, BEARS SPIKE-LIKE SILVER-WHITE (TURNING GOLDEN) FLOWER TASSELS RAP-MIN RAPHIOLEPIS UMBELLATUS ‘MINOR’ DWARF YEDDA HAWTHORNE 15 GAL. SLOW GROWING COMPACT UPRIGHT SHRUB TO 4 FT. W/ WHITE FLOWER CLUSTERS. CAR-MAC CARISSA M. 'GREEN CARPET'GREEN CARPET NATAL PLUM ONE GAL. LOW GROWING GLOSSY GREEN GROUND COVER WITH SMALL WHITE FLOWERS, DROUGHT TOLERANT FOR FULL SUN. SENECIO SERPENS PUNK PICKLE SEN-SER ONE GAL. SUCCULENT PERENNIAL WITH LIGHT BLUISH GRAY LEAVES, MASS PLANT AS GROUND COVER. LIG-TUS LIGULARIA TUSSILAGINEA GIGANTEA VARIEGATED LEOPARD PLANT 15 GAL. 8" ROUND LARGE GLOSSY GREEN LEAF PERENIAL TO 2 FT. BEST IN SHADE. DAISY-LIKE FLOWERS ON 30" STALKS TREE PLANTING DETAIL TWICE ROOT BALL WIDTH 18" M I N . 1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. 1 2 3 4 5 6 7 8 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 2 X BALL DIA. SHRUB PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL.. 1 2 3 4 5 6 7 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE2. 4" HIGH TEMPORARY BASIN.3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER.4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.)5. BACKFILL MIX (SEE SPECS.)6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER7. COMPACTED BACKFILL PER SPEC. E L E V A T I O NLEGEND1. WALL OR FENCE2. EYEBOLTS: 3/8" DIA. EYEBOLTS IN LEAD SHIELDS, PROVIDE 6.3. FINISH GRADE4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE.5. ANGLE TRUNK OF VINE BACK TO WALL AND REMOVE STAKE & TIE. NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS. VINE DETAILNON-ADHERING TYPE 24 " T Y P . 1 2 3 4 5 EDGE OF PLANTING 2/3 O.C.SPACING EQUAL EQU A L SPA C I N G O . C . NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING SPECIMEN TREE PLANTING DETAIL LEGEND1. SPECIMEN TREE, 36" BOX OR LARGER2. BLACK PVC HOSE WITH 1/8" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLE CLAMPS AND TURNBUCKLE, MINIMUM 3 GUYS.3. 1/2" DIA. X 2" LONG WHITE PVC WARNING DEVICE - TO BE INSTALLED IN PUBLIC AREAS.4. WATER BASIN- MINIMUM 4" DEPTH, MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY UPON PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD.5. FINISH GRADE, CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL.6. AMMENDED BACKFILL MIX - SEE SPECIFICATIONS. TAMP AND SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. BOTTOM 8" UNDER TREE SHALL BE WASHED SAND.7.TREE ROOTBALL - MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. TWICE ROOTBALL WIDTH 10. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8" BRAIDED GALVANIZED STEEL CABLE. INSTALL PER MFG. SPECIFICATIONS. 11. ROOTBALL DEPTH PLUS 8" FOR WASHED SAND IF BEDROCK IS ENCOUNTERED DIG AN ADDITIONAL 18". 1 2 3 4 5 6 7 8 9 10 11 9. FERTILIZER TABLETS - SEE SPECIFICATIONS 8. EMPTY 3" DIAMETER PERFORATED PVC DRAIN PIPE FOR AIR AND WATERING, PLACE MIN. 3 PER TREE. 12. 12" Ø AUGURED HOLE X 6' DEEPFILL WITH WASHED SAND.12 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. C C C C C C C C C C C C 7 PL A N T I N G P L A N R R R R R R R R R LGLLL RAP-MIN CAR - M A C RAP-M I N CAR - MAC OPH-NAN AROUND STEPP ERS LAU- R A G SEN-SER LAU-RAG SES-AUT COL-AN T LIG- T U S LIR- GIG CRA - U N D LA N D S C A P E A R C H I T E C T U R A L P L A N S F O R JA N B A L T H A S A R 23 9 V I A L I D O S O U D • N E W P O R T B E A C H , C A 9 2 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © D A V I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L ANS . T H E S E P L A N S A R E N O T T O B E R E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R M I S S I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S BY A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D E R S E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I MS A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- D A V I D A . P E D E R S E N • IN C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . ( 9 4 9 ) 2 5 1 - 8 9 9 9 L A N D S C A P E A R C H I T E C T U R E 41 PPLANTING SPECIFICATIONSSCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE.1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED.2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C".3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE.5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB.6. MULCH - MULCH SHALL BE A SHREDDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH".7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMEDOR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR THEIR REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVEDFROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED.9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. MYCORRHIZAE SPECIFICATIONS.CONTRACTOR SHALL APPLY TTRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES.1 GAL = 1 PACK5 GAL. = 3 PACKS15 GAL. = 8 PACKSCONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS)THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT20 POUND COMMERCIAL FERTILIZER100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. 2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTHOF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.)3. GROUND COVER AREASPLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACHPLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR.4. MULCHING OF SHRUB AREASCONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF KELLOGG’S “XERIMULCH” TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 1" DEPTH.5. MAINTENANCE AND GUARANTEE (OPTIONAL - 60 DAYS AS SEPARATE BID ITEM)ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR THEIR REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. IIRR I G A T I O N AN D PL A N T I N G SP E C I F I C A T I O N S 88 GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORSALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION. ALL EXISTING EQUIPMENT SUCH AS VALVES, SPRINKLERS, AND DRAINAGE DEVICES WHICH ARE NOT REUSED OR RELOCATED ON THE SITE SHALL REMAIN THE PROPERTY OF THE OWNER. NOTES:P.O.C. (POINT OF CONNECTION) CONTRACTOR SHALL TEE OFF THE HOUSE MAIN BETWEEN THE WATER METER AND THE HOUSE AND RUN A ONE ONE HALF INCH MAIN LINE TO THE BACK FLOW PREVENTER. THIS LINE IS NOT SHOWN FOR CLARITY PURPOSES. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. ANY CHANGE OF EQUIPMENT / MANUFACTURER, ITS DETAILED INSTALLATION AND OR QUANTITY OF SPRINKLER HEADS SHALL BE BROUGHT TO THE OWNERS AND LANDSCAPE ARCHITECTS ATTENTION. SUCH CHANGES SHALL BE ITEMIZED IN WRITING PRIOR TO INSTALLATION. INSTALL ALL MATERIALS AND EQUIPMENT AS DETAILED. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. MAINLINE AND WIRING INSTALLED UNDER PAVED AREAS TO BE IN 3" PVC SCH 40 SLEEVES. LATERAL PIPE INSTALLED UNDER PAVED AREAS TO BE PVC SCH 40. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1” ABOVE FINISH GRADE. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. CONTRACTOR SHALL NOT WILLFULLY INSTALL A SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER’S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. CONTRACTOR / OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR / OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. CONTRACTOR SHALL ADJUST EACH SPRINKLER TO MINIMIZE OVER SPRAY ONTO WALKS, ROADWAYS AND OR BUILDINGS. INSTALL (1) “RAIN BIRD” PRESSURE COMPENSATING SCREEN IN EACH HEAD AS NECESSARY IN SMALL PLANTING AREAS TO PREVENT OVER SPRAY. CONTRACTOR SHALL VERIFY MODEL NUMBER REQUIRED IN FIELD OR REFER TO IRRIGATION LEGEND IF SPECIFIED WHENEVER ANY ITEM OF “DISTRIBUTION & CONTROL EQUIPMENT” IS SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, UTILITY VAULTS, ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM. CONTRACTOR SHALL PROVIDE PART CIRCLE NOZZLE SPRINKLER HEADS AROUND SUCH OBSTRUCTION TO ACHIEVE PROPER COVERAGE. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER SPRAY. IRRIGATION SPECIFICATIONS A. GENERAL1. IT IS THE INTENTION OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION. 2. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, APPLIANCES, TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS HEREIN SHOWN. NOSUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR ACCEPTANCE BY OWNER AND/OR GOVERNING AGENCIES. MATERIALS NOT APPROVED MAY BE REJECTED BY OWNER OR GOVERNING AGENCIES AND REPLACED WITH REQUIRED MATERIALS AT CONTRACTORS EXPENSE. 3. THE SYSTEM SHALL EFFICIENTLY AND EVENLY IRRIGATE ALL AREAS AND BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 4. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR 5. THE CONTRACTOR SHALL SHOW THE OWNER EXACT LOCATIONS OF ALL ITEMS INSTALLED. ANY DIFFERENCE BETWEEN "AS BUILT" AND DRAWINGS SHALL BE INDICATED ON PLANS PROVIDED. 6. SHOULD IT BECOME EVIDENT THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVISION PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC B. MATERIALS 1. ALL STATIC PRESSURE MAINS SHALL BE PVC SCHEDULE 40 OR CLASS 315.2. ALL SPRINKLER LATERAL PIPING SHALL BE PVC MINIMUM SCH 40.3. ALL PVC FITTINGS SHALL BE HIGH IMPACT SCHEDULE 40.4. ALL CONTROL WIRING SHALL BE COLOR CODED AND SIZED PER VALVE MANUFACTURER'S RECOMMENDATIONS, 16-GAUGE MINIMUM WIRE SIZE. C. INSTALLATION 1. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE AS INDICATED ON THE DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST HAVE THE APPROVAL OF THE OWNER. 2. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18" ABOVE THE TOP OF THE BARREL OF THE PIPE FOR ALL "MAINLINE" PIPING AND 12" MINIMUM OVER ALL "LATERAL" PIPE LINES. 3. ALL MAINLINES IN THE SYSTEM SHALL BE PRESSURE TESTED FOR LEAKS. 4. COMPACT TRENCH BACKFILL TO A RELATIVE DENSITY EQUAL TO ADJACENT UNDISTURBED SOILS TO PREVENT SETTLEMENT. 5. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN TESTED AND PROVEN SOUND 6. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK OF THIS SECTION. IN THE EVENT THERE IS FIELD MODIFICATION CONTRACTOR SHALL USE THE FOLLOWING CHARTS FOR SIZING IRRIGATION EQUIPMENT. LATERAL P.V.C. PIPE SIZING CHART GPM0 TO 5 GPM5 TO 10 GPM11 TO 15 GPM16 TO 25 GPM26 TO 40 GPM41 TO 60 GPM61 TO 90 GPM91 TO 120 GPM PIPE SIZE 1/2”3/4”1”1 1/4”1 1/2”2”2 1/2”3” GUIDE FOR SIZING AUTOMATIC VALVES GPM 0 TO 15 GPM16 TO 30 GPM31 TO 50 GPM51 TO 70 GPM71 TO 100 GPM VALVE SIZE 3/4”1”1 1/4”1 1/2”2” GUIDE FOR SIZING PIPE SLEEVESMAIN / LATERAL MIN. SCH 40 PVC PIPE SIZE1/2”3/4”1”1-1/4”1-1/2”2”2-1/2”3”4” SLEEVEREQUIRED1” 1-1/4”2”3”3”4”4”6”6” LLAN D S C A P E A R C H I T E C T U R A L P L A N S F O R JA N B A L T H A S A R 23 9 V I A L I D O S O U D • N E W P O R T B E A C H , C A 9 2 6 6 3 PH . ( 8 0 5 ) 5 0 9 - 7 9 1 0 va l r x @ a o l . c o m DATE: DRAWN BY:D.P. 1-26-24 © D A V I D A . P E D E R S E N I N C . - L A N D S C A P E A R C H I T E C T E X P R E S S L Y R E S E R V E S I T S C O M M O N L A W C O P Y R I G H T & O T H E R P R O P E R T Y R I G H T S I N T H E S E P L ANS . T H E S E P L A N S A R E N O T T O B E R E P R O D U C E D , C H A N G E D , O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , N O R A R E T H E Y T O B E A S S I G N E D T O A T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E W R I T T E N P E R M I S S I O N O F M R . P E D E R S E N . I N T H E E V E N T O F U N A U T H O R I Z E D U S E O F T H E S E P L A N S BY A N Y T H I R D P A R T Y T H E C L I E N T A G R E E S T O H O L D H A R M L E S S I N D E M N I F Y A N D D E F E N D D . P E D E R S E N I N C . L A N D S C A P E A R C H I T E C T F R O M A N Y C L A I MS A R I S I N G F R O M S U C H U N A U T H O R I Z E D R E - U S E . SHEET NO. OF - 8 L- D A V I D A . P E D E R S E N • IN C . 34 0 0 I R V I N E A V E . , S U I T E 2 0 3 NE W P O R T B E A C H , C A 9 2 6 6 0 TE L . 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