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HomeMy WebLinkAbout05_Olson Residence Coastal Development Permit_PA2017-150CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Olson Residence CDP (PA2017-150) SITE LOCATION: 11 Harbor Island Coastal Development Permit No. CD2017-063 APPLICANT: LS Architects OWNER: Curtis Olson PLANNER: Benjamin M. Zdeba, AICP, Associate Planner 949-644-3253, bzdeba@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT November 16, 2017 Agenda Item No. 5 • General Plan: Single -Unit Residential Detached (RS -D) • Zoning District : Single -Unit Residential (R-1) • Coastal Land Use Category: Single -Unit Residential Detached — (0.0 — 5.9 DU/AC) (RSD -A) • Coastal Zoning District: Single -Unit Residential (R-1) PROJECT SUMMARY A coastal development permit (CDP) to allow the demolition of an existing single-family residence with an attached garage and the construction of a new two-story, 6,552 -square - foot single-family residence with an attached 1,065 -square -foot garage. The project also includes hardscaping, drainage, landscaping and appurtenant improvements. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations regulations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. — approving Coastal Development Permit No. CD2017-063 (Attachment No. ZA 1). 08/17/2017 Olson Residence CDP Zoning Administrator, November 16, 2017 Page 2 Land Use and Development Standards • The subject property is located 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 located in the Appeal Area. The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with two- and three- story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development 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 summarized in Table 1 below. Hazards • The finished floor elevation of the proposed dwelling is 12.82 feet (NAVD88), which complies with the minimum 9.00 -foot (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 feet NAVD88) will not exceed the proposed finished floor elevation beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 Sea Level Rise estimates. Tmplt 10/10/17 Table 1 — Development Standar, Development Standard Standard Proposed Setbacks min. Front street 15 feet 20 feet Sides 4 feet 4 feet Second front water 15 feet 15 feet Allowable Floor Area 9,242.2 square feet 7,617.5 square feet Allowable 3' Floor Area 693 square feet None Open Space 693 square feet 733.7 square feet Parkin 3 -car garage 4 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The finished floor elevation of the proposed dwelling is 12.82 feet (NAVD88), which complies with the minimum 9.00 -foot (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 feet NAVD88) will not exceed the proposed finished floor elevation beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 Sea Level Rise estimates. Tmplt 10/10/17 Olson Residence CDP Zoning Administrator, November 16, 2017 Page 3 • The development fronts the Newport Bay and is a private bay front parcel. The project site is partially protected by an existing, low site wall at the back of the beach. The top of wall elevation is approximately 10.9 feet (NAVD88). A Coastal Hazard and Sea Level Rise (SLR) Analysis was prepared by GeoSoils, Inc., dated May 8, 2017, for the project. Overall, the analysis concludes that the proposed project will be safe from flooding hazards for the next 75 years given that the finished floor is well above potential flooding from SLR. The report notes that the low site wall could be raised to at least 12.00 feet (NAVD88) to help further adapt to the most extreme SLR; however, it is not the City's policy to require protection above 10.00 feet (NAVD88) at this time. • Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property ownerwill be required to enter into an agreement with the City waiving any potential right to future shoreline protection located further seaward of the existing shoreline protection wall. The property owner will also be required to acknowledge any hazards (e.g., liquefaction, waves, erosion, flooding, and sea level rise, etc.) 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). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • The property is located 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 prior to the issuance of building permits. 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 prior to building permit issuance. Water Quality • Project design addresses water quality with a preliminary Construction Pollution Prevention Plan (CPPP) and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. • Pursuant to 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 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. To fulfill this requirement a preliminary Water Quality Management Plan (pWQMP) has been reviewed and approved by the City's Engineer Geologist. The pWQMP includes a polluted runoff and hydrologic site Tmplt 10/10/17 Olson Residence CDP Zoning Administrator, November 16, 2017 Page 4 characterization, a sizing standard for best management practices (BMPs), use of a low -impact development (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 WQMP prior to building permit issuance. • The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access Developed in 1926, Harbor Island is a 35 -lot single-family community on a private island located between Linda Isle and Collins Island. A gated bridge connects Harbor Island to the mainland at the end of Harbor Island Road. The shoreline consists mainly of bulkheads. The State, through the adoption of Chapter 715, Statutes of 1984, found that tidelands surrounding Harbor Island are generally inaccessible to the public from the land and not suitable for public trust uses. The project site is located between the nearest public road and the sea or shoreline and demolition of the existing residence and the construction of a replacement residence will not increase the need for additional access or affect public recreation, access or views. The property is not located near designated Public View Points or Coastal View Roads and will not impact public coastal views. ENVIRONMENTAL REVIEW This project is 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, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the construction of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 6,552 -square - foot single-family residence with an attached garage. PUBLIC NOTICE 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 Tmplt 10/10/17 J Olson Residence CDP Zoning Administrator, November 16, 2017 Page 5 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 in accordance with the provisions of Title 21 (Local Coastal 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 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: in Adeba, AICP Associate fanner JWC/bmz Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant's Project Description ZA 4 Project Plans Tmplt 10/10/17 Attachment No. ZA 1 Draft Resolution 08/17/2017 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-063 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY SINGLE-FAMILY RESIDENCE AND ATTACHED 4 -CAR GARAGE LOCATED AT 11 HARBOR ISLAND (PA2017-150) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. An application was filed by LS Architects, with respect to property located at 11 Harbor Island, and legally described as Lot 11 of Tract No. 802, requesting approval of a coastal development permit. 2. The applicant proposes the demolition of an existing single-family residence and attached garage and the construction of a new two-story, 6,552 -square -foot single-family residence with an attached 1,065 -square -foot garage. The project also includes hardscaping, drainage, and landscaping. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. 3. The subject property is designated Single -Unit Residential Detached (RS -D) by the General Plan Land Use Element and is located within the Single -Unit Residential (R-1) Zoning District. 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single -Unit Residential Detached (0.0 — 5.9 DU/AC) (RSD -A) and it is located within the Single -Unit Residential (R-1) Coastal Zone District. 5. A public hearing was held on November 16, 2017, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of 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. 08-15-2017 Zoning Administrator Resolution No. #t#t## Paqe 2 of 7 2. Class 3 exempts the construction of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 6,552 -square - foot single-family residence and attached 1,065 -square -foot four -car garage. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (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 9,242.2 square feet and the proposed floor area is 7,617.5 square feet. b. The proposed development provides the minimum required setbacks, which are 15 feet along the front property line, inclusive of the Harbor Island private drive, 4 feet along each side property line and 15 feet along the rear property line fronting the water. C. The highest flat roof element is less than 24 feet from established grade (12.75 feet NAVD88) and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. d. The project includes garage parking for a total of four vehicles, exceeding the minimum three -car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two -and three-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the Newport Bay. The project site is not protected by a bulkhead. The finished floor elevation of the proposed dwelling is 12.82 feet (NAVD 88), which complies with the minimum 9.00 -foot (NAVD88) elevation standard. 4. A Coastal Hazard and Sea Level Rise (SLR) Analysis was prepared by GeoSoils, Inc., dated May 8, 2017, for the project. Overall, the analysis concludes that the proposed 08-15-2017 g Zoning Administrator Resolution No. #### Paqe 3 of 7 project will be safe from flooding hazards for the next 75 years given that the finished floor is well above potential flooding from SLR. The report notes that the low site wall could be raised to at least 12.00 feet (NAVD88) to help further adapt to the most extreme SLR; however, it is not the City's policy to require protection above 10.00 feet (NAVD88) at this time. 5. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to future shoreline protection located further seaward of the existing shoreline protection wall. The property owner will also be required to acknowledge any hazards (e.g., liquefaction, waves, erosion, flooding, and sea level rise, etc.) 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). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. 6. The property is located 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 prior to the issuance of building permits. 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 prior to building permit issuance. 7. Project design addresses water quality with a preliminary Construction Pollution Prevention Plan (CPPP) and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on- site. Any water not retained on-site is directed to the City's storm drain system. 8. Pursuant to 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 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. To fulfill this requirement, a preliminary Water Quality Management Plan (pWQMP) prepared by Toal Engineering, dated September 19, 2017, has been reviewed and approved by the City's Engineer Geologist. The pWQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 9. Proposed landscaping complies with Implementation Plan Section 21.30.075 (Landscaping). A condition of approval is included that requires drought tolerant and prohibits invasive species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted 10. The property is not located near designated Public View Points or Coastal View Roads and will not impact public coastal views. 08-15-2017 9 Zoning Administrator Resolution No. #### Paqe 4 of 7 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. Fact in Support of Finding: 1. Harbor Island is a 35 -lot single-family community on a private island located between Linda Isle and Collins Island. A gated bridge connects Harbor Island to the mainland at the end of Harbor Island Road. The shoreline consists mainly of bulkheads. The State, through the adoption of Chapter 715, Statutes of 1984, found that tidelands surrounding Harbor Island are generally inaccessible to the public from the land and not suitable for public trust uses. 2. The project site is located between the nearest public road and the sea or shoreline and demolition of the existing residence and the construction of a replacement residence will not increase the need for additional access or affect public recreation, access or views. The property is not located near designated Public View Points or Coastal View Roads and will not impact public coastal views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-063, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. 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 in accordance with the provisions of Title 21 Local Coastal 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 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 16TH DAY OF NOVEMBER, 2017. Patrick J. Alford, Zoning Administrator 08-15-2017 10 Zoning Administrator Resolution No. ##1## Page 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL 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. Waiver of Future Protection for Properties with Approved Bulkheads — 21.30.030.C.3(i) Prior to the issuance of a building permit, 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 bayward 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. 3. Acknowledgement of Hazards for Waterfront Development - 21.30.015.D.3(c) Prior to 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 and all 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 development. 4. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 5. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 6. 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. 08-15-2017 11 Zoning Administrator Resolution No. ##1## Paqe 6 of 7 7. 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. Stock piles 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. 8. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 9. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 10. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 11. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 12. 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 is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 13. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 14. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 15. Prior to issuance of the building permits, the approved WQMP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved WQMP and any changes could require separate review and approval by the Building Division. 16. Prior to the issuance of building permits, 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. 08-15-2017 12 Zoning Administrator Resolution No. #### Paqe 7 of 7 17. All landscape materials and irrigation systems shall be maintained in accordance with 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. 18. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 19. 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. 20. This Coastal Development Permit No. CD2017-063 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. 21. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all 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 Olson Residence CDP including, but not limited to, Coastal Development Permit No. CD2017-063. This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 08-15-2017 i3 Attachment No. ZA 2 Vicinity Map 08/17/2017 14 15 Attachment No. ZA 3 Applicant's Project Description Oa/17/z017 1(0 PA2017-iso LSaarchitects LAIDLAW SCHULTZ 3111 Second Avenue Corona del Mar, CA 92625-2322 T: 1949) 645-9982 F. (949) 645-9554 W: LSarchitects.com July 14, 2017 Community Development Department / Planning Division 100 Civic Center Drive Newport Beach, CA 92658 RE: Project Description and Justification for 11 Harbor Island, Newport Beach Coastal Development Permit Application The existing two story residence will be demolished and will be replaced with a new two- story residence. The existing property line walls will remain as well as the existing low block wall at the transition from the existing turf area to the beach. The new two-story residence will have a total living area of 6,322.5 sf, with 2,766.4 sf on the first floor and 3,556.1 sf on the second floor. The new residence is u -shaped with a courtyard in the middle, a detached trellis facing the bay, and new gates on both sides of the garage. The landscape design includes planters on the north, east and south sidesof the house, a vertical plant wall in the courtyard, sod in the backyard, as well as a fire pit and spa with a locking cover on the back side of the house. This project will enhance the character of the street, conforms to the City of Newport Beach's Municipal Code, and does not pose any harmful impacts to the Bay. Sincerely, Scott Laidlaw Laidlaw Schultz Architects 27 Attachment No. ZA 4 Project Plans 08/17/2017 28 15'-0" 5'-0" Front Yard Setback! Access 13 Planter Eave fascia above 4x Trash area FD. NAIL & TAG L.S. 8615 / TW 18.4 x ISSUEREVISION DRAWN 1500 m 07.17.17 Planning App. LR y o a `t IFI LR SDL 10.03.17 fq FS 12.40' SIX 7 work of the architect and may not be aann"WPrk (1 �lt �N Uhc+r>n SOLlJea ug Oop,e Project Address: 11 Harbor Island Number of Stores: 2 2019 Q General Site Notes: I, Field inspectors to review and approve underground service requirement 3111 nMar, 7 NaapxWit, I Newport Beach, CA 92660 Lot Area: 8,255.9 s.f. i u r� prior to concrete placement. U: JI -Th n.anYeledrxr FS: 12.30 J/ W . Employ Newport Beach Standard Erosion Control Measures Throughout the acmlcr r}vroon n-s<n Legal Description: Lot 11 of Tract No. 802 Buildable Area: 4,621.1 s.f. re: civiJ�� Construction Process. • Provide pedestrian protection adjacent to public way per A.001 a note 4 sr 9,ch,loa a"Q Assessor's Parcel Number: 050-230-10 FAR 2 x Buildable Area): ( ) 9,242.2 s.f. . A Public Works Department encroachment permit inspections is required • When required pedestrian protection to be constructed in accordance with H e" P" rw w n fia Project Description: Existing Residence to be demolished and Replaced with New Single Open Volume Area: 733.7 s.f. (733.7>693.2 - 15% of Buildable Area) o before the Building Department Permit Final can be issued. At the time of � Section 3306. N C, Family Residence 24'-9" Public Works Department inspection, if any of the existing public Property line X97 r2 Area Calculation: improvements surrounding the site is damaged by the private work, new • Where pedestrian barrier is not required, provide construction fencing for k ° Owner: Curt Olson (E) F5:12.09' � concrete sidewalk, curb and gutter, alley/street pavement, and other public new construction. Fence height to be between 72" and 84" high. ° 5; 11 Harbor Island First Floor 2,747.2 sf improvements will be required and 100% paid by the owner. Said Newport Beach, CA 92660 Second Floor 3,805.1 sf determination and the extent of the repair work shall be made at the • Provide approved backwater drainage valve for fixtures located below the Email: cro@nexusd.com Total Living Area 6,552.3 sf discretion of the Public Works Inspector. elevation of next upstream manhole cover. Fixtures above this elevation �. . Design Professional in 9 Scott Laidlaw - Laidlaw Schultz Architects shall not discharge through valve. g g Responsible Charge: 3111 Second Ave Corona Del Mar, CA 92625 Garage Area: 1,065.2 sf • All Private irrigation sprinkler heads shall be installed and positioned in a Phone: 949.645.9982 Fax: 949.645.9554 manner that will not cause irrigation overspray onto the public right-of-way. • Provide 6" house street number visible and legible from street. Numbers shall E-mail: slaidlaw@lsarchitects.com Establishment of Grade: be of non-combustible materials in Special Fire Protection Areas. • Provide house street number visible and legible from street. Numbers shall Structural Engineer: Mike Israel - Coastline Engineering, Inc. Establishment of Grade (Five Percent or Less be of non-combustible materials in special Fire Protection areas. • All roofs to have gutters/area drains and downspouts 5927 Balfour Court, Suite 108, Carlsbad, CA 92008 Slope): Phone: 760.436.1344 The grade of the surface from which structure • Provide 2% slope grade away from structures within 5-0" of structure. Existing • All downspouts and area drains to be connected to solid drainlines and Email: mike@coastlineenginc.com height is measured shall be a plane established water drainage Pattern to remain conveyed to street. ^:1 P„ o Energy Calculations: Paul Kandarian - Southland Energy Consultants using the average of the elevations at each 1491 Glenneyre Street corner of the four-sided polygon. • An approved encroachment permit is required for all work activities within An Engineer's height certification must be submitted: _ Laguna Beach, CA 92651 the public right-of-way. a. Prior to concrete slab being poured. Phone: 949.497.3591A+B+C=D =X/4 = Established grade elevation b. Prior to roof material being installed. Email: poulk@southlandlb.com from which to measure structure height • All Utility service connections serving this developement shall be made underground. • A City encroachment agreement is required for all non-standard private Civil Engineer: Adam Toal - Toal Engineering, Inc. 12.4'+12.4'+13.47'+12.71'=50.98/4= 12.75' improvements within the public right-of-way. 139 Avenida Navarro Established Grade 0 Water meter and sewer cleanout will be upgraded/installed to meet current San Clemente, CA 92672 City Standard 502-L. Said meter and cleanout shall be installed with a • Min. 4" dio. drain lines to be one of the following: Phone: 949.492.8586 traffic -grade box and lid. - (ABS, SDR35), (ABS, Schedule 40), (PVC, SDR35), (PVC, Schedule 40), (ADS Email: AToal@toalengineering.com 300 with PE glued joints) Max. Allowable Height (per CNB): 12.75' (grade) + 29.00'= 41.75' Occupancy: Group R -3/U Proposed Height: 12.75' (grade) +29.00'= 41.75' Zoning District: R-1 Parking: 4 Covered Construction: Type V -B, Sprinklered 4 1 Project Data 3 General Notes NTS 2 Vicinity Map NTS 15'-0" 5'-0" Front Yard Setback! Access 13 Planter Eave fascia above 4x Trash area FD. NAIL & TAG L.S. 8615 / TW 18.4 x Existing s"--qleanout o N'? o EO o V) Ali �y,z x 10 0 V qp✓ Existing water meter ° "9 i;. Required setback Planter Mailbox slot 6-0" High Max. Gate, typ. 6-0" High Max. 9�ir 15 Vertical Planting Wall, re: landscape Raised planter+24" Floor above Eave above Note: • Survey provided by Duca McCoy i/ Magnetic North Project North 1 I Site Plan rG x 21' - 29'-2" BLOCK FS -1 5'-10" 105'-0" EXISTING HOUSE 163.99' x _N 32° 58' 26 125. ❑ ' 0 ' IF] F1 �' II I oho LJ 0 XS/ �o ,j- FS\:12.74'J-� FS; 12.75' ,} 2% 2% TW: 14.50 (1' � Courtyard FFF- 0 ° o/ 18' 26" E — — 1654081 30'-1" 165.09 WALK BLOCK WALL k 3. 3' 15'-0" Rear Yard Setback 20'-1" 0 �3�ue Ec x — — DIRT .,EGa3.bT R SED ANTE 6.25.09f�SED U11 PLANTER t9x 94 ((� )1 eaasz 1n - 77 RAISE Tw:12.80' TW 12 UM�TE PATIO �� peStepp[IMF ers GRASSAREATurf,re:Ic 7� p 7� landscape ax, IEI FG:1208FS:12.35C E L �- 36" High Counter and 42" High BBWI Existing site wall td remain Raised planter to tie into existing planter wall 7J los 0 - CONC. WALK 0 c_ Dock revisions . . '. . .'. n a under z FF:1z.az' s� ~o xCo_ — separate o L) permit a 3 ^ Z O W A Ipe Steppers M _ rr<13so' =,N SS Existinglow wCR f Firepit o GR AREA - = to remain Z FS:12.35' � a fo Package spa yes 9-, 171 y7, unit with locking � cover nI Stone Terrace TW aa 15 U.S. J F� Ei}2_ I. 1 2% 1 TW 12.80 GRASS AREA 4 x, BLOCK WALL 6 EXISTING HOUSE 45'-9" Planter 9'-0" Planter 4'c Bulkhead —� line Outdoor Shower Trench drain, re: civil (E) Adjacent residence DOCK a x�l< DOCK ia. DOCK `40 x� c- 9 DOCK Scale: 1/8" = F-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Site Plan DATE ISSUEREVISION DRAWN 1500 m 07.17.17 Planning App. LR y o a `t IFI LR SDL 10.03.17 fq FS 12.40' SIX 7 work of the architect and may not be TILE STREF(E)FS:12.I9' duplicated, used or disclosed without the N 2019 Q written consent of Laidlaw Schultz Architects. TF 3111 nMar, 2¢,_8„ I Corona del CA 92625-2322 I�1 C4 C AL, i u r� O U: ?9 FS: 12.30 J/ W I TrenC r re: civiJ�� o w O o � N 24'-9" FS: 12.30'__V� Property line X97 r2 • Como m ter/main 51 REE TIL (E) F5:12.09' � Existing s"--qleanout o N'? o EO o V) Ali �y,z x 10 0 V qp✓ Existing water meter ° "9 i;. Required setback Planter Mailbox slot 6-0" High Max. Gate, typ. 6-0" High Max. 9�ir 15 Vertical Planting Wall, re: landscape Raised planter+24" Floor above Eave above Note: • Survey provided by Duca McCoy i/ Magnetic North Project North 1 I Site Plan rG x 21' - 29'-2" BLOCK FS -1 5'-10" 105'-0" EXISTING HOUSE 163.99' x _N 32° 58' 26 125. ❑ ' 0 ' IF] F1 �' II I oho LJ 0 XS/ �o ,j- FS\:12.74'J-� FS; 12.75' ,} 2% 2% TW: 14.50 (1' � Courtyard FFF- 0 ° o/ 18' 26" E — — 1654081 30'-1" 165.09 WALK BLOCK WALL k 3. 3' 15'-0" Rear Yard Setback 20'-1" 0 �3�ue Ec x — — DIRT .,EGa3.bT R SED ANTE 6.25.09f�SED U11 PLANTER t9x 94 ((� )1 eaasz 1n - 77 RAISE Tw:12.80' TW 12 UM�TE PATIO �� peStepp[IMF ers GRASSAREATurf,re:Ic 7� p 7� landscape ax, IEI FG:1208FS:12.35C E L �- 36" High Counter and 42" High BBWI Existing site wall td remain Raised planter to tie into existing planter wall 7J los 0 - CONC. WALK 0 c_ Dock revisions . . '. . .'. n a under z FF:1z.az' s� ~o xCo_ — separate o L) permit a 3 ^ Z O W A Ipe Steppers M _ rr<13so' =,N SS Existinglow wCR f Firepit o GR AREA - = to remain Z FS:12.35' � a fo Package spa yes 9-, 171 y7, unit with locking � cover nI Stone Terrace TW aa 15 U.S. J F� Ei}2_ I. 1 2% 1 TW 12.80 GRASS AREA 4 x, BLOCK WALL 6 EXISTING HOUSE 45'-9" Planter 9'-0" Planter 4'c Bulkhead —� line Outdoor Shower Trench drain, re: civil (E) Adjacent residence DOCK a x�l< DOCK ia. DOCK `40 x� c- 9 DOCK Scale: 1/8" = F-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Site Plan DATE ISSUEREVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SIX ARCh, SHEET NO. �S�_D CA All drawings and written material appearing 061 herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the N 2019 Q written consent of Laidlaw Schultz Architects. TF 3111 nMar, OF, F� Corona del CA 92625-2322 C AL, (949) 645-9982 Fax: (949) 645-9554 www.LSarchitects.com ?9 Existing residence to be removed Existing horoscope to be removed, /�{'L!3'S6"I`&TAG 15 Existing ters to be removed, typ. l• I--1 Property line V Existing se cleanol G� J. JI> au Existing water meter - Existing fence to be _ removed, typ. Existing sewer cleanout Ii i- J� ' 7 15.00' 9q TILE STREET Cq C 1' N 24'-8" I 24'-9" �d r J� TILE STREET IE) FS:12.09' , r;. 15 Note: • Survey provided by Duca McCoy i/ Magnetic North Project North Demolition Site Plan x1 _ EXISTING HOUSE BLOCK WALL o "6 Ps x N 32° 58 26 E 6b.09 BLOCK WALL LEANING3' N29125.00' 125.00' 3 r 25.09' n6 y'ry 0� 2" CONC. I / DIRT EG DIRT r3 RAISED PLANTER sr� �? [64 r� Q9 Ja,_��. 071P DIRT I \68:12.62 — — 4'-6" J!! \\ RAISED PLANTER /% n\\ DRIVE EXISTING GARAGE TILE WALK s ?>F I TILE PATIO RICK PLNTR I Sr26 GRASS RE `1299 CF GRASS AREA I I o 3e 2 v -- --- —— — — — — ---z ��r — — — J'J'e TILE WALK Os — — — — — — — — — — — — — 13or2 2��FF P A R C E I "p- 20. �F P A R C E L 1 '� - J — — — aJz <^ 3 r "o. I x or. 3ucF Gr2 }Try TILE WALK 12x61 ". � r2s6. LLL—'I—J---- —— x I� zo 'o `BRICK PLNTR— — — — — — — ---------X--------� 30. -r I RAISED PLANTER s6 1 o sw L ------------ I FF IJ'>, 3 cF I �o a -0 GRASS AREA I EXISTING GARAGE EXISTING HOUSE r�sr i Z EXISTING HOUSE I I I DIRT I TILE PATIO 1 xhi, I /j i ---- i , f -- x6 —---------- — -T' 12 ,>. �i CONC. WALK 6J 16 1�0 J J e 1.b7)— 3 s 25.08 81 16 BLOCK WALL a `S1©6' au9 r EXISTING HOUSE 30 RAISED PLANTER �3g- ISSIJE(REVISION DRAWN REVIEW 07.17.17 I CF LR J6 CONC. DRIVE LR SDL 10.03.17 Planning Resubmittal CONC. WALK SDL ' 23,12.63 GA' 4'-5' 0 J ^ — v m _J L 6y °2'r P/1� 1�u Io2t1Z5� CONC. WALK x 'ice �; ` 66 CONC. WALK J 6, _ uo — 6 Ja BLOCK WALL 320 58' 26" E 165. t. R 9y x "!a xSr. r 30 ?66 EXISTING HOUSE I I I DIRT I TILE PATIO 1 xhi, I /j i ---- i , f -- x6 —---------- — -T' 12 ,>. �i CONC. WALK 6J 16 1�0 J J e 1.b7)— 3 s 25.08 81 16 BLOCK WALL a `S1©6' au9 r EXISTING HOUSE 30 RAISED PLANTER �3g- GRASS AREA r, 30 Tt1 Existing site wall remain Existing planter wall to remain Existing 1W to remain Existing tree to be removed, typ. rJ o. JJ. F� Oy Fj 66 \CONC. WALK rn 7 Existing low wall to remain U.S. Bulkhead line (E) Adjacent residence xJrJ DOCK J x ''I J Jry„ DOCK r. DOCK / (90 }J Sj r6 �rry. 96 DOCK Scale: 1/8" = 1'-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Demolition Site Plan DATE ISSIJE(REVISION DRAWN REVIEW 07.17.17 Planning App. LR J6 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL ' Y 0 J ^ — v m � = o _ J0. e r6 GRASS AREA r, 30 Tt1 Existing site wall remain Existing planter wall to remain Existing 1W to remain Existing tree to be removed, typ. rJ o. JJ. F� Oy Fj 66 \CONC. WALK rn 7 Existing low wall to remain U.S. Bulkhead line (E) Adjacent residence xJrJ DOCK J x ''I J Jry„ DOCK r. DOCK / (90 }J Sj r6 �rry. 96 DOCK Scale: 1/8" = 1'-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Demolition Site Plan DATE ISSIJE(REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL �Ep ARCh\ T dna J_061 �r �tP,y �ig(Z019 � Q� SHEET NO All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92628-2322 (949)645-9982 Fax: (949) 645-9554 www.1-Sarchitects.com 20 2 1 Proposed Areas Calculation 0 N 7 5-0„ —� m (O Required building setback 1 I Proposed Open Space Volume Calculation a Second Floor DIED=®— — [7] El1 -- --I L 0 rE Garage First Floor 1065.2 sf 2,747.2 sf �I T L First Floor EZI 30'-1" 2'-72' FM EA 0—, Fil M� n- M z —� f!!T- Scale: 1/8" = 1'-0" Open Volume Area A 210.1 sf B 523.6 sf Total 733.7 sf Required: 150 of Buildable Area .15 x 4,621.1 sf = 693.2 sf Proposed: 733.7 sf 733.7 sf > 693.2 sf Scale: 1/4" = 1'-0" LS a rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Calculations DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR 8131- DL09.20.17 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL \ ARcy (A 2 061 2019 Q T�qF CAS -SFO All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949) 645-9554 www.LSarchitects.com 21 A.400 2 A.401 2 Required building setback 1 I First Floor Plan 105'-0" 14'-42" 41' -OZ' 4'-0" 45'_7„ 21 a2 AV Closet : Tv DW Dw 111 ■ --------- I • i 1 ■ I I I 1 ■ I I � II I I ■ i I l i I • I 1 o I II II ■ I 1-------� I ■ I I ■ I I ■ I I ■ I I II II ■ I 1 I I • ■ Gara a Mech. Bar 101 102 W iu 104 I III i—I i—I ! i (V 50 M FS: 12.30' SL 1.97. 7 X I FS: 12.71' _ II ■I ----------------- ■ I. I ■ 0 1� H H HH- H HH- H HH- H HH- H 29'-2" C� --------------------------------------------- Back Kitchen tKiHB _'L:] L] F F___________- F___________- F___________- L 30" — Pantry H. I F------------ � I � I I Kitchen j I I 110 I j� j I 30" --- II Ref. 30" ill I 30"Ref. ill I Wine Pantry Range — 107 108 rr- ------------ �I I Hall 108 FF ----------------------------- Courtyard 0 eec I_elra � v ins I I I I_I I w I Ar I I ! I I I UP26Rj @ 6.58 \ III Stair I ----- M--! -1 - X11 t17 I I I I I I I I I I I I ' l I _ I❑i I ---�d, i If II II above 0 R 0 07.17.17 v II � 09.20.17 _Q LR �Q 10.03.17 Planning Resubmittal LR SDL Powder r____r____11 II I -I I I I I I I H3 Trash Trash Trash IF . —L . — . —L . I _ . —.1—L. _ . ______________ ______ ________________________________________________________________ _______ _____________ _ _ - — _ _ _ _ _ _ _ _ _ _ I 21 a2 AV Closet : Tv DW Dw 111 ■ --------- I • i 1 ■ I I I 1 ■ I I � II I I ■ i I l i I • I 1 o I II II ■ I 1-------� I ■ I I ■ I I ■ I I ■ I I II II ■ I 1 I I • ■ Gara a Mech. Bar 101 102 W iu 104 I III i—I i—I ! i (V 50 M FS: 12.30' SL 1.97. 7 X I FS: 12.71' _ II ■I ----------------- ■ I. I ■ 0 1� H H HH- H HH- H HH- H HH- H 29'-2" C� --------------------------------------------- Back Kitchen tKiHB _'L:] L] F F___________- F___________- F___________- L 30" — Pantry H. I F------------ � I � I I Kitchen j I I 110 I j� j I 30" --- II Ref. 30" ill I 30"Ref. ill I Wine Pantry Range — 107 108 rr- ------------ �I I Hall 108 FF ----------------------------- Courtyard 0 eec I_elra � v ins I I I I_I I w I Ar I I ! I I I UP26Rj @ 6.58 \ III Stair I ----- M--! -1 - X11 t17 I I I I I I I I I I I I ' l I _ I❑i I ---�d, i If II II above ISSUE/REVISION R REVIEW 07.17.17 ,I II II l 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL II I -I I IF I I I Ehitry I ii it It13 II II II II II I I l —I I l I I I I I ii II II III II III I------- a �I 1 Powder eri HII i I t j � 11I I � I I I 1 I ------ -------------------------------------- 0 v Q 30'-1" 105'-0" 15'-9" 10'-2" 45'-9" mm 10'-10" ling w w w iyt I W W y W I 2 I — " I W j 9 w w N W y y j � w H H -y- I ww�Ww I y I r ace W y H H yW I I I A.401- 2 .401 2 Scale: 1/4" = 1'-0" LSarchitects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION First Floor Plan DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL �5�g ARcyH 2 061 2019 Q T�qF CAS -SFO SHEET NO All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949) 645-9554 www.LSarchitects.com 22 105'-0" 16'-72" 43'42' 15'-0" 30'-0" 6" 5-0" 5'-0" Bath o BathBath 213 217 222 T I I I r_____ _ _________ _ _ ______ _____ _______________________________________________________________________________ L�I I I _ Lateral I — — — — — Files — I Bedroom Bedroom I i 211 215 I I I' I Fl I I File I Bedrooms - I I Bah I 0 0 I M. Cl.Study Bath � I 203■■■■■■■■■■■■� 221 223 ■ O ■ O I ---- ■ I I 26 R @ 6.58" • I. .I / 2 \ / / Hall loset it I; Closet Linen Stair A.40�� 210 212 it i 218 218 219 ---I i 2■ ■ ----_ .---_J. .---- .------—_-------. --- �u ---- u! Balcony I i - I I I �i FS: 27.07' M Laund Hall Hall o 04 208 y 208 214 Guardrail i FF: 27.07' i 30.57' _ p_I ------ - -- --I -- -- -- - ----� I I , I J�v Bath ; ______ 206 M. Bath �r �i M. CI. Master Bedroom IL 25-JL—J 224 220 I- tt ng —� — Bedroom SiI 204 20 LL= JL =-JL _JL=JL =JJ ;LEI I I Balcony FS: 26.96' I Guardrail li it I 30.46' — A.401 I I I I I -_ I 2 .Shower L i i� -- - I 226 it Cabinet �i it I ---------------------------------------------------------------- u f 11 I I I I it — — — ------- .------- .------- .------- .------- .------- .------- .------- .------- .------- Required building Toilet setback C 227 --------------- ---------------------------------- ------------------------- ------------------------- 0 0 a o -Q v �-Q 15'-g" 10'-2" 9'-0" 10'-10" 29'-2" 30'-1" 45'-9" 74 105'-0" 1 Second Floor Plan Scale: l/4"=1'-0" L S a rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION 6Y�.2.7iG1111tl • o ,m DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL SHEET NO. All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949) 645-9554 www. LSarchitects.com 23 Y A. 2 A. 2 32, Required building setback - - - - - - - - - - - - - - —.—.—.—.—.—.—.—.—.—. --_ - - - --__ __ - --__ --_ - E ve 38.`13+- F7 F— - - - - - - - - - ----------- � A.400 I- _ I- I- 07.17.17 Planning App. LR I_ I- I 2 I I I I I I I I I I A.401 Skylight 1 1 I � J ❑❑❑❑❑ Ll E]EIL] I I ' a I I 2% Rid e 41.1 ' I I I 1 1LI ----------------- I- Planning Resubmittal I SDL 2 bi rley .Z; I .............................. ---------------------- — . — . — . — . — . — ._ ___ — — — — —L love 38.15 -------------------------------------------------------------------y---- -----------------------i - - - — — I I I I I 0 0 0 v v �Q �Q 1 1 Roof Plan Scale: 1/4" = 1'-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Roof Plan DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL 1-j ARC\( V��O�t 061 4 N 2019 F T�OF' CAS FO SHEET NO. All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949)645-9554 www.1-Sarchiftects.com 24 K, 1 T.O. Chimney Elev. +43.75' T.O. Roof / Max. Allowable Height 'Elev. +41.75' T.O. Roof Elev. +41.65' T.O. Flat Roof / Max. Allowable Height Elev. +36.75' Second Floor Elev. +27.07' Stone First Floor Elev. +12.82' Establishment of Grade Elev. +12.75' BBQ ai �vt, c, ^loss 'A' Spanish lack Slate oofing West Elevation South Elevation Spanish Bl T.O Allo Painted W Zinc GUttE Natural St( Smooth In Weathere w/ Steel S Painted St Stone Sill Natural St( Stone Cla Weathere Estc Weathere .. y Painted Steel and Opaque Glass Pivoting Gate tJ Roof lounted AC :ondensers - iown dashed ainted Steel nd Glass ,cors and Jindows ainted Wood ciscla inc Gutter Ind ,ownspout ainted Metal ent Covers for ,V Equipment oom atural Stone eneer 'ash - shown ashed feathered food Door mooch Integral Exterior Plaster Scale: 1/4" = 1'-0" Scale: 114' = 1'-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Exterior Elevations DATE ISSIJEREVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL �Ep ARCh\ T M All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92628-2322 (949)645-9982 Fax: (949) 645-9554 www.LSarchitects.com 25 Pain Pain 2 1 East Elevation North Elevation Cas Zinc Smc Pain NCItl Pain 0 P N I Ston ,L T.O. Chimney Painted Steel and Glass Skylight Class 'A' Spanish Black Slate Roofing Smooth Integral Exterior Plaster T.O. Chimney Elev. +43.75' T.O. Roof / Max. Allowable Height Elev. +41.75' T.O. Roof Elev. +39.95' Zinc Gutter and Downspout Natural Stone Veneer Painted 10" Steel Channel Second Floor b P Elev. +27.07' r' BBQ and Counter Smooth Integral Exterior Plaster Fire Pit First Floor Elev. +12.82' T Establishment of Grade .k Elev. +12.75' Smooth Integral Exterior Plaster Scale: 1/4'= 1'-0" Scale: 1/4" = l'-0" LS architects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Exterior Elevations DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL �EO ARcAt�rf(Dj�jj,'Lq i0 TFC1 061 tU1.W IA42019 /—T, Pp C Al-\ SHEET NO. All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949) 645-9554 www. LSarchitects.com 20 2 1 Courtyard - North Elevation Courtyard - South Elevation IL T.O. Roof _ Elev. +41.65' Class'A' Spani Zinc Gutter an Painted Steel ( Painted Steel ( Painted 10" Ste Second Floor _ Elev. +27.07' Natural Stone Natural Stone Wood Shutters First Floor Elev. +12.82' Establishment of Grade Elev. +12.75' Steel and Opc Glass Pivoting Gate T.O. Roof / Max. Allowable Height Painted Steel and Glass Skylight Class'A' Spanish Black Slate Roofing Zinc Gutter and Downspout Painted Steel and Glass Windows Smooth Integral Exterior Plaster Natural Stone Veneer Natural Stone Lintel Painted Steel and Glass Doors Scale: 1/4'= 1'-0" Scale: 1/4" = l'-0" LS architects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Exterior Elevations DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL �EO ARcAt�rf(Dj�jj,'Lq i0 TFC1 061 t U), W flllll 9 /—T, Pp C A\-\ SHEET NO. All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949) 645-9554 www. LSarchitects.com 27 T.O. Roof Elev. +41.75' )LRoof Elev. +41.65' Second Floor Elev. +27.07' C? v First Floor Elev. +12.82' 2 I Section 1 I Section m v Class'ASpanish P' - - ' °'-`- ^--`-- R-38 Closed Cell Air -Impermeable Roof Framing, typ T.0 T Elev. T.0 Elev. Zinc Gutter and E ,L T.O. FIC Elev. Smooth Integral E Painted Steel anc Secon( Elev. Fir, Elev. Note: Refer to Title 24 for final insulation minimum requirements. 0 0 0 v v N Q N Q Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Iding LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Sections DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL �Eg \ ARcy (A 2 061 2019 Q SHEET NO All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949) 645-9554 www.LSarchitects.com 22 0 0 v � �Q �Q 12 T.O. Roof _ 3 Elev. +41.75' T.O. Roof 2 Elev. +41.65' 3 I ------------ r .r`'s \ Tv Bedroom cop. la �L--- Sitting ---- i Shower Toilet M. Cl. / 2oa Hall 208 227227207 228 227 Second Floor _ Elev. +27.07' - - - - - - - - - - - - f - _ rL i 'EOnptryr 13 Garage Hall Powder 101 115 114 IF r st Floor a d ----- Elev. +12.82' m 2 I Section a a 4 Class'A' Spanish Black Slate L T.O. Roof I I I I I I I I TV I I Master Bedroom 220 12 13 r ------------- I I I I I TV I I I I I I L J 0 0 0 v v N Q N Q Scale: 1/4" = 1'-0" 1 1 Section Scale: 1/4" = 1'-0" LSa rch itects LAIDLAW SCHULTZ PROJECT Olson Residence 11 Harbor Island Newport Beach, CA 92660 DRAWING DESCRIPTION Sections DATE ISSUE/REVISION DRAWN REVIEW 07.17.17 Planning App. LR SDL 09.20.17 Owner Review LR SDL 10.03.17 Planning Resubmittal LR SDL SHEET NO All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of Laidlaw Schultz Architects. 3111 Second Avenue Corona del Mar, CA 92625-2322 (949)645-9982 Fax: (949)645-9554 www. LSarchitects.com ::�9 7.0 O 18"12"1 EXISTING HOUSE r �Fl oo❑ �� 0 15" EXISTING HOUSE FINISH SCHEDULE: 5.0 4.1 30' m m I ± 10'-9" - END at FULL PAVING MODULE31-5116"31-516,'31-516"3'-5Y611 �1�UZO CL 611. 9 El 7 ' M EXISTING HOUSE 6 LEGEND: ITEM ALN ALIGN FINISH COMMENTS CLR CLEAR CL CENTERLINE EQ. EQUAL F.O.C. FACE OF CURB F.O.W. FACE OF WALL MIN. MINIMUM MAX. MAXIMUM PA PLANTING AREA R= RADIUS EQUALS TYP. TYPICAL 18 CONSTRUCTION CALLOUT STAIR RISER LOCATION FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION SYMBOL ITEM MANUFACTURER/SUPPLIER COLOR FINISH COMMENTS I.0 COLORED CONCRETE PEDESTRIAN L.M. SCOFIELD CO. C-12 MESA BEIGE MEDIUM RELEASE FINISH with SAWCUTS as SHOWN VEHICULAR COBBLE STONE PAVING OVER CONCRETE SUBBASE PAVING 800-800-9900 MASONRY 2.0 I .I STONE PAVING TO BE SELECTED TO BE SELECTED TO BE SELECTED 2.1 1.2 VEHICULAR COBBLESTONE PAVING AVAILABLE THRU: MODERN BUILDERS SUPPLY - (949) 254-4692 BROWN TONES RECLAIMED COBBLES FIRE PIT with CUT STONE VENEER and CAP F, LC -2 CONTACT: GREG DRAZIL BBQ with PLASTER FINISH and STONE TOP G, LC -2 2.0 2.1 2.2 2.3 PLASTER/ STUCCO FINISH 3.0 TO MATCH HOUSE TO MATCH HOUSE 0 2.0 CUT STONE CAP AVAILABLE THRU: MODERN BUILDERS SUPPLY - (949) 254-4692 TO MATCH STONE ON HOUSE TO MATCH STONE ON HOUSE POOLIWATER FEATURES CONTACT: GREG DRAZIL SPA (PREFAB UNIT with PUMPS BUILT IN and LOCKABLE COVER) 4.1 WATER FEATURE. DECORATIVE SPITTER PLUMBED INTO GREEN WALL and AVAILABLE THRU: CONCEPT STUDIO POURING INTO ANTIQUE BASIN. To be SELECTED BY OWNER/LANDSCAPE 00 GRANITE CAP and VENEER on FIRE PIT 3195 RED HILL AVE. SUITE G ZIMBABWE (BLACK) BRUSHED 5.0 DECORATIVE POTTERY. TO BE SELECTED BY LANDSCAPE ARCHITECT and CAP/COUNTER on BBQ COSTA MESA, CA 92626 DECORATIVE FURNITURE. TO BE SELECTED BY LANDSCAPE ARCHITECT GENERAL SITE IMPROVEMENTS ATTN: RICHARD GODDARD - 949.759.0606 PEA GRAVEL AROUND STEPPING PADS 6.1 3.0 WOOD GATE TO MATCH GARAGE DOORS TO MATCH GARAGE DOORS 6.2 6.0 PEA GRAVEL AVAILABLE THRU: MODERN BUILDERS SUPPLY - (949) 254-4692 BIRD'S EYE BROWN +/-%" DIA. - MIN. 2" THICK LAYER PAINTED STEEL and OPAQUE GLASS ENTRY GATE. SEE ARCHITECT'S PLAN CONTACT: GREG DRAZIL EXISTING SITE FEATURES 7.0 EXISTING PROPERTY LINE WALL -TO REMAIN AVAILABLE THRU: BOONE ACTION TURF EXISTING BRICK WALL at TURF/SAND EDGE - TO REMAIN INSTALL PER MANUFACTURER'S 6.3 SYNTHETIC TURF CONTACT: MATT BOONE BASE HIT 85 SPECIFICATIONS (888) 528-8873 - www.booneactionturf.com NOTE: CONTRACTOR TO PROVIDE Y X Y SAMPLE OF CONCRETE PAVING & STONE PAVING ON SITE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. No 1�m�fm CONSTRUCTION CALLOUTS: FLATWORK DETAIUSHEET I.0 PEDESTRIAN COLORED CONCRETE PAVING with SAWCUTS as SHOWN A, LC -2 I .I PEDESTRIAN STONE PAVING OVER CONCRETE SUBBASE B, LC -2 1.2 VEHICULAR COBBLE STONE PAVING OVER CONCRETE SUBBASE C, LC -2 MASONRY 2.0 LOW CMU RETAINING/PLANTER WALL in COURTYARD with SMOOTH D, LC -2 PLASTER FINISH and CUT STONE CAP 2.1 LOW CMU RETAINING/PLANTER WALL at REAR YARD with SMOOTH E, LC -2 PLASTER FINISH and CAP 2.2 FIRE PIT with CUT STONE VENEER and CAP F, LC -2 2.3 BBQ with PLASTER FINISH and STONE TOP G, LC -2 WOOD/CARPENTRY 3.0 WOOD PEDESTRIAN GATE at SIDE YARD H, LC -2 0 WOOD STEPPING PADS 3.2 WOOD DECK. SEE ARCHITECT'S PLAN POOLIWATER FEATURES 4.0 SPA (PREFAB UNIT with PUMPS BUILT IN and LOCKABLE COVER) 4.1 WATER FEATURE. DECORATIVE SPITTER PLUMBED INTO GREEN WALL and POURING INTO ANTIQUE BASIN. To be SELECTED BY OWNER/LANDSCAPE ARCHITECT SITE FURNISHING/POTTERY 5.0 DECORATIVE POTTERY. TO BE SELECTED BY LANDSCAPE ARCHITECT 5.1 DECORATIVE FURNITURE. TO BE SELECTED BY LANDSCAPE ARCHITECT GENERAL SITE IMPROVEMENTS 6.0 PEA GRAVEL AROUND STEPPING PADS 6.1 'GREEN WALL' /'LIVING WALL' VERTICAL PLANTINGS. TO BE SELECTED BY LANDSCAPE ARCHITECT. INSTALL PER MANUFACTURER'S SPECIFICATIONS 6.2 WIRE ATTACHED to WALL in a DIAGONAL PATTERN SO AS to GROW VINES 6.3 SYNTHETIC TURF. BY BOONE ACTION TURF 6.4 PAINTED STEEL and OPAQUE GLASS ENTRY GATE. SEE ARCHITECT'S PLAN EXISTING SITE FEATURES 7.0 EXISTING PROPERTY LINE WALL -TO REMAIN 7.I EXISTING BRICK WALL at TURF/SAND EDGE - TO REMAIN 7.2 EXISTING PLANTER WALLS. To RECEIVE PLASTER/TEXTURE to MATCH HOUSE M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX: 949.673.0806 DSCAP 2976 til, W MICHAEL C. DILLEY SIGNATURE Cq DATB SSP �7FORNIA, V Cie Q DU Z U � Ln LU \\ 11 0 cn �O Q � u Or--- 2 w Z REVISIONS JOB NO.: DRAWN BY: SH CHECKED BY: MD DATE: June 19, 2017 SCALE: 1/8" = 1'-0" TITLE LAN DSCAPE CONSTRUCTION PLAN SHEET NO.: LC -1 CONFORMING IRRIGATION WATERING SCHEDULE: OLSON RESIDENCE NOTE: The water schedules are shown for guideline use only and are to be modified accordingly as the weather changes, or as the ET based controller is programmed. ESTABLISHED LANDSCAPE ONLY MONTH MONTH MONTHLY Eto VALVE NUMBER: 1 2 3 4 S 6 7 8 9 10 11 12 TOTALS Plant Factor: Plant Factor: 0.4 0.4 0.4 1 1 0.1 0.1 0.4 0.4 0.4 0.4 0.4 .4 DRIP Plant Type: Shrubs Plant Type: Shrubs Shrubs Shrubs Edible Edible Syn.T Syn. T Shrubs Shrubs Shrubs Shrubs Shrubs HYDROZONE D: SYNTETIC TURF (OCCASIONAL) Irr Type: Spray Spray Irr Type: Spray Spray Drip Bubblers Spray Spray Spray Drip Spray Spray Drip Drip Exposure: Part- Sun Part- Sun Part- Sun Exposure: Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part - Sun 8 5 12 12 Irrigated Area: 8 S 12 12 82 470 84 110 25 14 23 42 1" 887 Valve Size: 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" Flow Rate: 1.00 1.00 0.30 1.50 1.10 5.00 1.28 2.02 1.00 1.00 1.00 1.00 1" 17.20 Irrigation Eff IT): 0.75 0.75 0.81 0.81 0.75 0.75 0.75 0.81 0.75 0.75 0.81 0.81 1" 1" Appl. Rate: 12.0 19.3 2.4 12.0 1.3 1.0 1.5 1.8 3.9 6.9 4.2 2.3 Operating Pressure: 40 40 30 30 40 40 40 30 40 40 30 30 1.00 1.00 0.30 1.50 Minutes Per Cycle: Schedule Per Soils Report 1.28 2.02 Schedule Per Soils Report Schedule Per Soils Report 1.00 JAN 2.2 Total Min./Month 5 3 22 11 112 14 10 30 15 8 13 23 0.81 FEB 2.6 Total Min./Month 6 3 26 13 130 16 11 35 17 10 15 27 2.3 MAR 3.4 Total Min./Month 9 5 41 20 204 26 18 55 27 15 23 43 4 APR 3.8 Total Min./Month 12 7 55 28 279 35 25 75 37 21 32 58 39 MAY 4.6 Total Min./Month 13 8 58 29 291 37 26 79 39 22 33 61 30 JUN 4.6 Total Min./Month 14 8 63 31 316 40 28 85 42 24 36 66 418 JULY 4.9 Total Min./Month 14 9 1 66 33 1 335 1 42 29 1 91 45 1 25 38 70 55 AUG 4.9 Total Min./Month 14 9 66 33 335 42 29 91 45 25 38 70 42 SEP 4.4 Total Min./Month 10 6 48 24 242 30 21 65 32 18 28 50 1 136 OCT 3.4 Total Min./Month 9 6 42 21 211 27 19 57 28 16 24 44 67 NOV 2.4 Total Min./Month 6 4 30 15 149 19 13 40 20 11 17 31 27 DEC 2.0 ITotal Min./Month 6 4 27 14 136 17 12 37 18 10 16 28 66 43.2 ITotal Minutes/Year 118 73 544 272 2739 345 241 741 367 206 313 571 6,531 DEC 2.1 Total Gallons/Year 1 118 1 73 1 163 1 408 1 3012 1 1727 1 309 1 1497 1 367 1 206 313 1 571 8,765 PROJECT IS COMPLIANT AND DOES NOT EXCEED MAWA OF 14,200. CONFORMING IRRIGATION WATERING SCHEDULE: OLSON RESIDENCE (ESTABLISHMENT PERIOD ONLY -DO NOT USE AS (TEMPORARY) ESTABLISHMENT ONLY MONTH MONTHLY Eto VALVE NUMBER: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS V Plant Factor: 0.4 0.4 0.4 1 1 0.1 0.1 0.4 0.4 0.4 0.4 0.4 3, 8, 12 .4 DRIP Plant Type: Shrubs Shrubs Shrubs Edible Edible Syn.T Syn. T Shrubs Shrubs Shrubs Shrubs Shrubs 13.333 357.12 HYDROZONE D: SYNTETIC TURF (OCCASIONAL) Irr Type: Spray Spray Drip Bubblers Spray Spray Spray Drip Spray Spray Drip Drip DRIP .81 .494 Exposure: Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part- Sun Part - Sun LI -la Irrigated Area: 8 5 12 12 82 470 84 110 25 14 23 42 887 SPECIAL LANDSCAPE AREAS (RECYCLED WATER) Valve Size: 1" 1" 1" 1" 1" 1" 1" 1" 1" V. 1" 1" 2,517.70 Flow Rate: 1.00 1.00 0.30 1.50 1.10 5.00 1.28 2.02 1.00 1.00 1.00 1.00 17.20 Irrigation Eff (IE): 0.75 0.75 0.81 0.81 0.75 0.75 0.75 0.81 0.75 0.75 0.81 0.81 Appl. / Precip. Rate: 12.0 19.3 2.4 12.0 1.3 1.0 1.5 1.8 3.9 6.9 4.2 2.3 Operating Pressure: 40 40 30 30 40 40 40 30 40 40 30 30 Minutes Per Cycle: Schedule Per Soils Report Schedule Per Soils Report Schedule Per Soils Report JAN 2.6 Total Min./Month 7 4 33 17 167 21 15 45 22 13 35 FEB 2.5 Total Min./Month 8 5 39 19 195 25 17 53 26 15 41 MAR 3.6 Total Min./Month 13 8 61 30 307 39 27 83 41 23 64 APR 4.4 Total Min./Month 18 11 83 42 418 53 37 113 56 31 87 MAY 5.3 Total Min./Month 19 12 87 43 437 55 38 118 59 33 91 JUN 5.3 Total Min./Month 20 13 94 47 474 60 42 128 64 36 99 JULY 5.9 Total Min./Month 22 13 1 100 50 1 502 1 63 44 1 136 67 1 38 105 AUG 5.8 Total Min./Month 22 13 100 50 502 63 44 136 67 38 1 10S SEP 4.9 Total Min./Month 16 10 72 36 362 46 32 98 49 27 76 OCT 3.5 Total Min./Month 14 8 63 31 316 40 28 85 42 24 66 NOV 2.5 Total Min./Month 10 6 44 22 223 28 20 60 30 17 47 DEC 2.1 ITotal Min./Month 9 5 41 20 204 26 18 55 27 15 43 48.4 ITotal Minutes/Year 176 110 816 408 4108 518 362 1111 551 309 857 9,327 Total Gallons/Year 1 176 1 110 1 245 1 612 1 4519 1 2590 1 463 1 2245 1 551 1 309 1 8S7 12,677 WATER EFFICIENT LANDSCAPE WORKSHEET: REFERENCE EVAPOTRANSPIRATION (ETo): 43.2 (MWELO UPDATE, LAGUNA BEACH) CERTIFICATION OF LANDSCAPE DESIGN I hereby Certify that Appendix B (1) 1 am a professional appropriately licensed in the State of California to provide professional landscape design services. (2111 aIg fIgBegeIYCWpOn CesCopl& J to ee property located at (provide street address or parcel number(s)) were prepared by me or under my supervision. (3) The landscape design and water use calculations for the identified property comply with the requirements of the City of Newport Beach Water Efficient Landscape Ordinance (Municipal Code Sections 14.17 and the City of �N_eJNDort Beach Guidelines for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. (4) The information I have provided in this Certificate of Landgppe Desigg IS a and corect and is hereby submitted in compliance with the City of p C Cl Guidelines for Implementation of the City of Newport Beadhter Efficient Landscape Ordinance. Michael Dilley Print Name Signature 9-7-2017 Date 2976 License Number 2320 2nd Ave. Corona del Mar. CA 92625 Address (949)697-2358 Telephone Landscape Des gpAFofpssional's Stamp (if aooliCableYc ......, .' �� miked(cDmdza.net E-mail Address HYDROZONE#/ PLANTING DESC. LANDSCAPE ARCHITECTURE VALVE(S) PLANT FACTOR IRRIGATION METHOD IE ETAF (PF/IE) IRRIGATED AREA (SF) ETAFx AREA ETWU REGULAR LANDSCAPE AREAS: til, W MICHAEL C. DILLEY SIGNATURE Cq DATE SSP �7FORNIA� W V HYDROZONE A: PLANTING - PART SUN Cie 1, 2, 10 .4 BUBBLERS .81 .494 21.00 10.370 277,76 HYDROZONE B: PLANTING - PART SUN � in 3, 8, 12 .4 DRIP .81 .494 168.00 82.963 2,222,08 HYDROZONE C: PLANTING - PART SUN aeO 9 4 SPRAY .75 .533 25.00 13.333 357.12 HYDROZONE D: SYNTETIC TURF (OCCASIONAL) REVISIONS 6,7 .1 SPRAY 1 .75 1 .133 1 556.00 74.133 1,985.59 HYDROZONE E: PLANTING - PART SUN 11 .4 DRIP .81 .494 23.00 11.358 304.21 SCALE: 1/8" = 1'-0" TITLE IRRIGATION MWELOW CALCS. SHEET NO.: LI -la TOTALS: (A) 793.00 (B) 192.158 5,146.76 SPECIAL LANDSCAPE AREAS (RECYCLED WATER) HYDROZONE F: EDIBLE PLANTING - PART SUN 4,5 Ei" 1.0 94.00 94.00 2,517.70 TOTALS: (C) 94.00 (D) 94.00 2,517.70 ETWU TOTAL: 7,664.46 MAXIMUM ALLOWED WATER ALLOWANCE (MAWA): 14,199.54 TOTAL IRRIGATED AREA FOR PROJECT: 887.00 ETWU = Estimated Total Water Use Per Year (gpy required) ETWU = ETo x 0.62 x ETAF x AREA MAWA = Maximum Applied Water Allowance (gpy allowed) MAWA = (ETo) (0.62) [ (ETAF x LA) + ((1-ETAF) x SLA)] LA = Total Landscape Area in SF SLA = Total Special Landscape Area in SF ETAF = For Regular Landscapes Must be 0.55 or below for residential areas or 0.45 or below for non-residential areas. TOTAL AREA= 2,114 SF IRRIGATED AREA ETAF CALCULATIONS: REGULAR LANDSCAPE AREAS: ALL LANDSCAPE AREAS: TOTAL ETAF x AREA: (B): 192.158 TOTAL ETAF x AREA: (B + D): 286.158 TOTAL AREA: (A): 793.00 TOTAL AREA: (A+ C): 887.00 AVERAGE ETAF (B / A): 0.24 AVERAGE ETAF (B + D)/(A + C): 0.32 M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX: 949.673.0806 y�NDSCAP� 2976 til, W MICHAEL C. DILLEY SIGNATURE Cq DATE SSP �7FORNIA� W V Cie Q 1:4) DU Z U � in LU Q►` L �/ W OCn� aeO acl- W r - REVISIONS JOB NO.: DRAWN BY: SH CHECKED BY: MD DATE: June 19, 2017 SCALE: 1/8" = 1'-0" TITLE IRRIGATION MWELOW CALCS. SHEET NO.: LI -la 31 LU U LU U Q LU 11 Q U V) 0 Z Ni U Q LL m 0 d LU Z LL U Z LU 0 Ln LU Z 0 V) J 0 3' 9'-9" LEGEND: z 3 z z a s 4 I OI CUT STONE CAP. SEE FINISH SCHEDULE I 2 3 4 8 f4 O2 PLASTER FINISH. SEE FINISH SCHEDULE z a oO OO OO Oo _ I III =III =III=III=III=— _= II -III -III -III -III III -IIIA � 6 O3 6x8x16 C.M.U. BLOCK a III -1-1-1-1-1 � ° �. a o . -III-III-III-III-I I I I1=11 1 II III -III III III -III I -III III -III -III -III- �o -III ® FINISH GRADE/FINISH SURFACE °2 -III=III 1 III-III=II'=III-"1=III="1=1 s -I I I -I I I -I I I -I I I -I I I -I I I I �+ III III III III -III -III III - - II III=III III III III_II 3 O COMPACTED SUBGRADE III -III -III -III -III -I I -III -III -III -III -III -I I -III -III -I I 11111 III III -III III III III III=III III III=III III - I -III-III-III-III-III-III=� -III III III III III III -III -III -I I -III -III -III -III -III -I I -III -III -I III III=III III III III III=III III III=III I- -III -111=111 -III -1 I1=111 III III 1 I I_I I- ' 4 6 #4 REBAR BOTH WAYS at 24" O.C. BEND INTO O III -III -III -I I-III=III-III-III-III-I I -III -III -II SECTION I1111111TI111�11111 -- -III-III-III-III-III=I I1=111 111_111 III -I IIS .�— FOOTING AS SHOWN 11111TI11111111ll Ell ... 11111 11111111111111111 SIDE ELEVATION FRONT ELEVATION . =1 I =111 II -1 I =111 1II-E-� 11=111=111=111=1 I1=1 I I- : � 7 CONCRETE FOOTING- 2500 PSI @ 28 DAYS. PER =111=111=111=111=M==1 LEGEND: 11=III=III=III=III=III 11111=111-111-111-111-� STRUCTURAL ENGINEER z 12" STAINLESS STEEL ACCESS DOORS O 5 C.M.U. BASE with SMOOTH PLASTER. SEE FINISH O =III -III -I I1=1II-� a III=III=III=III=III e III II1=111=1 174® TWO COATS ASPHALTIC EMULSION - CONTINUOUS AT BACK OF WALL with 0 DROP IN GAS BBQ. MODEL TO BE SELECTED SCHEDULE 111111i11111111i111III III 1=1I-1I-1I-1I-1I11111111111111II U III II a ° ° - - - PROTECTION BOARD 11=111=111=111 LEGEND: BY OWNER. INSTALL PER MANUFACTURER'S © FINISH SURFACEa_. 111=1 ° Z III-III=III=1 ° 11=111=111=111 NOTE: OI #3 BAR @ 24 O.C. - CENTER IN SLAB SPECIFICATIONS -III . "' ''' III -III-"'- BBQ TASK LIGHT. MODEL BQ-ZD-I LED -SS 1111111 °a — — — — — = a II1.... 1 .- — - 111= I. ALL CELLS TO BE GROUTED SOLID. 1=111111 6 t�2 CONCRETE PAVING W/ SAWCUTS PER PLAN ELECTRICAL OUTLET BY FX LUMINAIRE LANDSCAPE LIGHTING - - -a_ - - 2. FOOTING TO BE POURED AGAINST www.fxl.com -- - - - - - - - - III -III -III -III -III -III -III -III -III -III - III III III=III=III-11_1=11_1=11_1=11_1=11_1-II-III - - -SEE -I -,--11 _ UNDISTURBED SOIL OR RE -COMPACTED SOIL PER 7 FINISH SCHEDULE FOR COLOR ® ZIMBABWE STONE COUNTER TOP. INSTALL PER MANUFACTURER'S SPECIFICATIONS. :III II II -I II1I1 1111111=111=111=111=111111,-111,-111,- - STRUCTURAL SOILS REPORT SEE FINISH SCHEDULE SEE LIGHTING PLAN SECTION 3" CLR. 5 3. CONTRACTOR SHALL INSTALL VERTICAL O COMPACTED SUBGRADE EXPANSION JOINTS PER STRUCTURAL ENG. ® FINISH GRADE Scale: 1/2" = 1'-0" PER STRUCT ENG RECOMMENDATIONS. Scale: I"= I'-0" © C.M.U. BARBECUE with STUCCO FINISH OD LOW PLANTER WALL with STONE CAP OA COLORED CONCRETE PAVING Scale: 1 1/2"=1'-0" BBQ -SUI WALPL-PIA PAV-COL2 LEGEND: LEGEND: 3' OPENING VERIFY IN FIELD O DECORATIVE LOCKABLE GATE 4 I OI 'FLAT' PLASTER CAP. SLOPE SLIGHTLY SO AS TO KEEP I 2 3 4 5 HANDLE 9 WATER FROM COLLECTING ATOP WALL. 3 I 2 �^ O2 ADJACENT WALL 1 1= -_-__ - -- I- -III-III-III-III-II III=1 O2 PLASTER FINISH. TO MATCH BUILDING O (3) HEAVY DUTY DECORATIVE 11=III=III=III=III=1 =111 =III=III=III=III=III= _� 2 Z g O3 6x8x16 C.M.U. BLOCK _ SELF CLOSING HINGES. (REAR YARD SIDE) I- 11=111=111=111=111= a 3 ZC7 ® FINISH GRADE 1I1I==III-1I1I1I=_III 1 11==III-1I1I1I==III-1I1I1I==III- 11 ° Z g 4 2 x 4 JAMB ATTACH TO WALL I1111-111111-111111-111111-111111-1I_I -=III-=III-=III-=III-=III-=III-I � 0 COMPACTED SUBGRADE I-1I I- =-1I=I-1=-1=-1==1 11=I=11=11=11 III-_ _° q_a II11I I1=111 -1I 1 I -I I1=1II-1 - 11=III=III=III=III=III=III=III=III=III=III=III=III=III= a with 'RED HEAD' ANCHOR BOLT -I I -I I11111=111=111=1I-ll 11=111=111=111=111=111=1111 8 C7 w _I I -111=111=1I 111=111=111=111=111=1I 111=111=111=1 Z 0 -111=111=111=111-I I -111-I w © CONCRETE FOOTING- 2500 PSI @ 28 DAYS. PER -111-111-111=111=111=111=111-111-111=111=111=111= IIIIII1111111I11111I11111I11111I11111I11111I11111I11111I11111I11111I1111I p 5" 5" O FINISH SURFACE 11=III=III=III-111=111=111 STRUCTURAL ENGINEER -= = -_ _ = = = -_ _ 4' ELI 4 © WOOD GATE 11111=III=III=III=111=111=j III III III III III III = = = = = = =1 O O S GRADING III -III -III -III -III -III -J a 7 EXPANSION JOINT AT BASE F WALL. EE RADIN 11=111=111=111=111=111=1111 d a -III-III-III=III=III=III-I III III 111,111 III III III III 111,,,111 III III I SECTION ----- -----1111--1111 1111--1111 12" N c7 11=III=III=III=III=III=111=I -III-III-III-III=III-III-1 I I I-111=111=111=111=111=111=11 PLAN I=III=III= 5 w - - - -I- a III=III=III=III ° 11=111=111=III=III- ® ADJACENT PAVING OR FINISH GRADE III-III-III=III=11 1 LEGEND: o :o NOTE: � 11=III=III=1 a ° U -III=III=III 11=111=111=1 =111=111-I I ° 11=III- 1=III=III= III=III 1=III=11 I1=111=111 "'-"' TWO COATS ASPHALTIC EMULSION CONTINUOUS AT I I -111-I OI #3 BAR @ 24 O.C. - CENTER IN SLAB I. THIS DETAIL IS FOR GATE ��„ 11=111=111=1 o I1=111= BACK OF WALL with PROTECTION BOARD CONCEPT ONLY. GATE "I El ° w __1________11 IIL_-III: 5 NOTE: -ISI-= O2 CONCRETE BASE ELEVATION CONTRACTOR TO PROVIDE SHOP a =III=III III=III=III=III=III=III=III=III 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 111-111-I 1=1 1=1 1= 6 6 DRAWINGS TO LANDSCAPE -111..-111..111-111-111=111=I I I=111=111=111 1-111...111-11 1. ALL CELLS TO BE GROUTED SOLID. O3 STONE OVER THINSET - SEE FINISH ARCHITECT FOR APPROVAL PRIOR SECTION 2. FOOTING TO BE POURED AGAINST UNDISTURBED SCHEDULE FOR TYPE TO BEGINNING WORK. PER STRUCT ENG SOIL OR RE -COMPACTED SOIL PER STRUCTURAL SOILS 2. DECORATIVE HARDWARE TO BE REPORT ® COMPACTED SUBGRADE SELECTED BY OWNER/LANDSCAPE 3. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION ARCHITECT. JOINTS PER STRUCTURAL ENG. RECOMMENDATIONS. O FINISH GRADE Scale: 1 '/2" = 1' - 0" OH WOOD PEDESTRIAN GATE Scale: 3/4" = 1'-0" OE CMU RETAINING WALL Scale: Scale: I"= 11-011 © PEDESTRIAN STONE PAVI N G WOD-GA2 RETLO-PLA PAV-STI I 2 3 4 5 6' LEGEND: 3 I 9 6 7 5 OI FIRE RING 1211 II -111 -III m m m = -III -III- 1 „ 2 GAS SERVICE LINE BY PLUMBINGI O I 1111=III=III=III=1 _ CONTRACTOR a ° •a • a • . 111IIIIIIIIIIIIIIIIIIIIIII= - 80 + • a ° 3" THICK LAYER of CRUSHED GLASS a a 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 =1 11=1 11=1 11=1 11=1 I-___ Ln - -^ �- �° a —° ® POURED -IN-PLACE CONCRETE FIRE , III-III-III-III-III-III-III-III=III III=III=III=III=III=II=III=III=111=111=111=111-1'' ,111-1 � I -I � I -I � I -III -III -III -III -I I -I I I -I I I-111-111-111 111-111-111-111 111-I 11- -' 111-III=III=III=III=III-III=III=III=III=III=III=II=III=III=111=111=111- • a�°�-• ° e' d• PIT ' I-111=1 I- I -III -III -I 1=1'' _ _ _ _ _ _ _ _I— I=j E—_ — — — — — — O5 ZIMBABWE STONE CAP AND VENEER 1—III--III--111—= 1—Tr SECTION 1211 U1 —LI L_ 1 1� —111—�=1 rr—rrl—Irri _III=III=III=III=III—II LLL _L —LLl J. IJ_ 1L1 J J— — rr 1 rrr -_1 © 2" FIREBRICK III—II III=" LEGEND: -1I 1—I 11=1I I—I 4 7 —I-- 11=1 1=1 11=I I 111— 1 1 2 8 O7 #4 REBAR BOTH WAYS OI #4 BAR @ 18" O.C. - BOTH WAYS 9 ® ADJACENT PAVING - SEE PLAN CENTER IN SLAB SECTION O DRAIN -CONNECT INTO O COMPACTED SUBGRADE SUBSURFACE DRAINAGE SYSTEM O CONCRETE SUBBASE ® COBBLE OVER THINSET - SEE FINISH SCHEDULE FOR TYPE O FINISH GRADE OF FIREPIT with STONE VENEER Scale: 3/4" = I'-0" © VEHICULAR COBBLE PAVING Scale: I" = I'-0" FIR -PID VEH-VC0B3 M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 t n�SC9nF 0 s e 1 care Poo 9R 2976 MICHAEL C. DILLEY SIGNATURE DATE P S 7PORN I o� V • I..fi 4� 0 U Z U V) Q LU 10co� ceO t �O Q v W O W ° Z REVISIONS JOB NO.: DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: SEE DETAIL TITLE: CONSTRUCTION D ETAI LS SHEET NO.: L -2 32 W DC W F- IEU oC Q LU CL Q VU) z i U W 100O CL W z W z W 0 V) W z 0 J O A. GENERAL NOTES 1. BIDDI G: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN, 3. PLAN VERIFICATION: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH CONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4. LICE SE: THE CONTRACTOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR. 5. UNIFORM BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CODES AND ORDINANCES. 6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. 9. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 10. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNER OR GOVERNING AUTHORITY. 12. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE S RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS N TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 13. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 14. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 15. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 16. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. 17. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 18. GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. B. FIELD OBSERVATIONS 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION, FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENSE THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVANCE. 3. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE -JOB MEETING ON SITE - PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION. C. CONSTRUCTION STAKING AND LAYOUT OBSERVATION. D. ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.). E. AT COMPLETION OF SOIL PREPARATION. F. PRESSURE TEST IRRIGATION, MAINS AND LATERALS. G. COVERAGE OF IRRIGATION SYSTEM. H. COMPLETION OF WEED CONTROL. I. PLANT MATERIAL SPOTTING CHECK. J. GRADING CHECK PRIOR TO GROUNDCOVER. K. COMPLETION OF PLANTING. L. 30 60 & 90 -DAY MAINTENANCE INSPECTIONS. M. FINAL OBSERVATION/PROJECT CERTIFICATION. C. DRAINAGE NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF A SUBSURFACE DRAINAGE SYSTEM. 2. LICE SE: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPE CONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES. 3. UNIFORM BUILDING CODE: ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. APPROVALS / CERTIFICATIONS: THE CONTRACTOR SHALL INITIATE AND COORDINATE THROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OWNER'S ENGINEER FOR LINE AND GRADE INSPECTION. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. UTILITIES: CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMINING AND DAMAGE TO EXISTING UTILITIES. 7. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITH DRAIN AND DRAIN LINES LOCATIONS BEFORE STARTING WORK. 8. TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE. IN GENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUS TWO FEET. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRM AND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE. 9. SUBGRADE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOILS REPORT. 10. SWALE : SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT, SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. 11. DRAINS: DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS. ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 12. DRAIN LINES: ALL DRAIN LINES SHALL BE 04" (UNLESS OTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT NON -PERFORATED TUBING, SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ALL CHANGES IN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45' ANGLE FITTINGS. INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINES DAYLIGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF 1" ABOVE GUTTER FLOW LINE, AND SHALL HAVE A MINIMUM CLEARANCE OF 2" TOP OF CURB AND TERMINATE AT LEAST 1" BACK OF CURB FACE. DRAIN LINES SHALL BE INSTALLED WITH A 1% SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. 13. CONNECTIONS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BE CONTAINED WITHIN THE PROPERTY IT SERVES. ALL DRAINLETS SHALL BE CONNECTED ECTED TO A N CENTRALIZED SYSTEM WITH DRAIN OUTLET WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. 14. BACKFILLING: ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUCTURAL SOILS REPORT. 15. INSTALLATION UPKEEP: INTERIOR OF PIPE SHALL BE THOROUGHLY CLEANED OF ALL FOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION. CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER. 16. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, D. CONCRETE NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL CONCRETE FLATWORK INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. LICE SE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE IS APPURTENANT TO LANDSCAPE WORK. 4. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES, 6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OR EMBEDDED IN CONCRETE BEFORE STARTING WORK. 7. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A SOILS ENGINEER. 8. SUBGRADE: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. 9. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33. 10. WATE R: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 11. CEME T: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE 1 OR TYPE II. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE PROJECT. 12. MIXING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES". 13. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. 14. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. 15. CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF POUR TYPICALW ITH 2' MINIMUM CLEAR ALL EDGES. 16. WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE IN CENTER OR POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES. 17. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PER PLANS. A 1/2" RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGES AND/OR CORNERS. 18. CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL CONCRETE TO BE FINISHED PER FINISH SCHEDULE. 19. BROOM FINISH: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER FINISH TROWELING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TO TRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS. * FINE BROOM - FINE OR SOFT TEXTURED BRISTLES * MEDIUM BROOM - MEDIUM STIFF BRISTLES * HEAVY BROOM - COARSE OR STIFF BRISTLES 20. ROCK SALT FINISH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SO THAT SALT IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALS EXPOSED. ALLOW CONCRETE TO CURE. FINISH SHALL BE LIGHT, MEDIUM OR HEAVY PER DIRECTION OF LANDSCAPE ARCHITECT. 21. RETARDANT FINISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROME CONCRETE SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND. 22. COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE 23. STAMPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TO CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AND SHALL USE MANUFACTURE'S RECOMMENDED PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR AND BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS, 24. CONCRETE SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 3' x 3' SAMPLE OF ALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS, SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING FLATWORK. 25. CURI G: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THE CURRENT ACI MANUAL OF CONCRETE PRACTICE. 26. POSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALL SLOPE MINIMUM 1% AWAY FROM BUILDINGS, WALLS, ETC., IN THE DIRECTION OF SITE DRAINAGE. 27. CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEERS SPECIFICATIONS. CONCRETE WALKS (LESS THAN 8" - 0'): A TOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED 5' - 0" O.C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20' - 0" O.C. MAX. CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ. FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED AT ±160 SQ. FT. MAX. 28. ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TO MEET ALL EXISTING CONCRETE WALKS DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BETWEEN THE SURFACES. 29. DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. E. MASONRY NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. LICE SE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TO LANDSCAPE WORK. 4. UNIFORM BUILDING CODE: ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. 7. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER. 8. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404. 9. WATE R: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 10. CE ENT: CEMENT SHALL BE PORTLAND CEMENT TO CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE I OR TYPE II. 11. CONCRETE BLOCK: MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TO ASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE, TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. 12. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1/8" IN 10 FEET. FACES OF MASONRY UNITS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8" THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. 13. MORTAR: MORTAR SHALL BE TYPE 'S' AND CONFORM TO ASTM C-270. UNIFORMLY MIX IN THE RATIO 1 PART PORTLAND CEMENT TO 1/2 PART HYDRATED LIME OT 3 PART SAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN. 14. GROUT: GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SAND, OR 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 2,000 P.S.I. @ 28 DAYS. 15. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONSW ITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. 16. MASONRY REINFORCING STEEL : STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL coNFORM To ASTM A-82. 17. REBAR: ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGS OR PER STRUCTURAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENGTH OF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FOR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEER RECOMMENDATIONS. THE THICKNESS OF THE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1/4" FOR FINE GROUT AND 1/2" MINIMUM FOR COURSE GROUT. 18. FOOTING : CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 19. WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. 20. GROUTING: ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS ETC. GROUT CELLS BELOW GRADE SOLID. ALL REINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 21. BELOW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN OR PER CIVIL ENGINEER FINISH GRADE FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING BACKFILL OPERATION. 22. EXPANSION JOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND AT 30' - 0" ON CENTER OR AS REQUIRED BY GOVERNING AGENCY. 23. SURPLUS SOIL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL 'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. 24. MASONRY SAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLE PANEL OF ALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 25. STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO S LATHING AND PLASTERING REFERENCE SPECIFICATIONS N N N OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 26. PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE: SCRATCH COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SAND BROWN COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FINISH COAT - 1/8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: 1 PART PORTLAND CEMENT 1/4 PART HYDRATED LIME WATERPROOFING ADMIXTURE (PER MANUFACTURE'S SPECS.) 27. PLASTER FINISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY A 2' x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL, 28. WATER SEAL: APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESS OTHERWISE APPROVED IN WRITING BY OWNER. 29. MASONRY VENEER/TILE: ALL TILE, BRICKS, PAVERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS, 30. SPECIAL MASONRY WALL MATERIALS: ALL SPECIAL WALL MATERIALS, FOAM ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 31. DEFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. F. CARPENTRY NOTES 1. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 2. LICE SE: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT TO LANDSCAPE WORK. 3. UNIFORM BUILDING CODE: ALL CARPENTRY CONSTRUCTION SHALL CONFORM TO THE APPLICABLE EDITION OF THE UNIFORM BUILDING CODE AND ALL GOVERNING AGENCY CODES. 4. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. S. DELIVERY AND STORAGE: ALL MATERIALS, IN SO FAR AS IS PRACTICAL, SHALL BE DELIVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADEMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ON ALL STANDARD YARD -DIMENSION LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE KEPT DRY. 6. CONNECTIONS: MEMBERS SHALL BE ACCURATELY CUT AND FITTED AND SOLIDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF FRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACES OF ALL MEMBERS SHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTING SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILL HOLES FOR BOLTS THE SAME DIAMETER AS THE BOLT SHANK PLUS 1/16". PROVIDE WASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BE WIDTH OF MEMBERS PLUS 1" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRIVEN. DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BY DRILLING TO 75% OF SHANK DIAMETER AND DEPTH OF THREAD. WOOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB -DRILLED HOLES FOR ALL SCREWS OR USE SELF - DRILLING SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE 5129 NAIL AND CONNECTION SCHEDULES. 7. LUMBER QUALITY: ALL LUMBER TO BE DOUGLAS FIR, GRADE NO. 1 SELECT, SMOOTH FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTIFIED AS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU. 8. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ON OR BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED. 9. HARDWARE: ALL NAILS CONNECTORS OR OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED OR CADMIUM PLATED UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TO MATCH WOOD FINISH. 10. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 11. DEFECTS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. G. TUBULAR STEEL / METAL NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / METAL WORK INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. LICE SE: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. 4. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. WORKMANSHIP: ALL TUBULAR STEELWORK SHALL BE PLUMB STRAIGHT AND TO LINE AND HEIGHT LEVEL WITH ACCURATE ANGEL AND SURFACES AS INDICATED ON DRAWINGS. 7. MATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC, SHALL CONFORM TO ASTM A-36. 8. WELDING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH. 9. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 10. CAPS: CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING. 11. PAINT: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT I� OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER DRAWINGS. 12. CLEA I G: AFTER ERECTION CLEAN OFF ALL RUST SCALE AND �N- OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS. 13. DEFECTS: ALL DEFECTS IN TUBULAR STEEL/METAL WORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. H. PAINTING AND STAINING NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE SANDING, PRIMING, PAINTING OR STAINING OF ALL MATERIALS INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE IMMEDIATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. UNIFORM BUILDING CODE: ALL PAINTING AND STAINING SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 5. MATERIALS: ALL PAINTS AND STAINS SHALL BE AS INDICATED ON DRAWING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROL DISTRICT. PAINT SHALL BE HOMOGENOUS, FREE OF CONTAMINANTS AND OF A CONSISTENCY SUITABLE FOR THE USE FOR WHICH IT IS SPECIFIED. THE PIGMENT SHALL BE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH THAT THE PIGMENT DOES NOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, OR BECOME GRANULAR OR CURDLED. 6. DELIVERY: PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW, UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY IDENTIFIED WITH THE MANUFACTURER'S NAME, DATE OF MANUFACTURE, TYPE OF PAINT OR PAINT MATERIAL A AND LOT OR BATCH NUMBER. 7. EXECUTION: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PERIODS OF FAVORABLE WEATHER. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE FROM DUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THAT WOULD PREVENT BONDING. 8. APPLICATION: PAINTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL CODES AND REGULATIONS. UNLESS OTHERWISE SPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FINISHED SURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, THINK AREAS, ETC.). 9. PAINTING LUMBER: UNLESS OTHERWISE SPECIFIED, ALL NEW LUMBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FOR WOOD STRUCTURES. WOOD SURFACES DESIGNATED TO BE PAINTED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AFTER THE FIRST COAT HAS DRIED AND THE LUMBER IS IN PLACE, ALL CRACKS, CHECKS, NAIL HOLES, ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE AND ALLOWED TO DRY BEFORE THE SECOND COAT IS APPLIED. SKIPS, HOLIDAYS, THIN AREAS OR OTHER DEFICIENCIES IN ANY ONE COAT OF PAINT SHALL BE CORRECTED BEFORE THE SUCCEEDING COAT IS APPLIED. THE SURFACE OF ANY PAINT COAT BEING COVERED SHALL BE FREE OF DELETERIOUS MATERIAL BEFORE ADDITIONAL PAINT IS APPLIED. 10. SURFACE PREPARATION FOR PAINTING GALVANIZED SURFACES: GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HAND SCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETRIMENTAL FOREIGN MATTER SUCH AS OIL, GREASE, SOIL, ETC. AFTER WASHING, ALL AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THIS OPERATION. 11. EXISTING WOOD SURFACE PREPARATION: WOOD SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT, DIRT AND OTHER FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDING OR OTHER APPROVED MEANS IMMEDIATELY PRIOR TO PAINTING. ALL SURFACES SHALL BE WIPED OR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RESULT FROM CLEANING OPERATIONS. ALL WOOD DESIGNATED TO BE PAINTED SHALL BE THOROUGHLY DRY BEFORE PAINT IS APPLIED. 12. FINISH SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A SAMPLE OF ALL PAINTS AND STAINS COLORS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. 13. DEFECTS: THE CONTRACTOR SHALL PROTECT ALL PARTS OF THE STRUCTURE OR ADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT AS A RESULT OF ITS PAINTING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO VEHICLES, PERSONS OR PROPERTY AND SHALL PROVIDE AT ITS EXPENSE PROTECTIVE MEANS TO GUARD AGAINST SUCH DAMAGE. M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 po sc,q C.lt'C%FI CATF+O `T (2976 w MICHAEL C. 17� z DILLEY 2 SIGNATURE DATE P S YFORN LA V I 0^' <'/ 62 114 It4, U ,� Z = QU -^ I.IMW .L co Oco � rO Q O t - 1 v / I- U Or__� Z d REVISIONS JOB NO.: DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: NO SCALE L ) TITLE: CONSTRUCTION SPECIFICATIONS SHEET NO.: LCiiiiiiiiii,3 SS i A- I 1.00 A-2 1.00 A-3 0.30/A-4""`,[1.50 I A-5 1.10 I.1 q11 EXISTING HOUSE 11. q13 I.1 "B„ I.1 „F31 111 „F1, NETAFIM r I mm� I mm 0 I I® I® I® I® I® I® I® I® I I ® I® I® I® I® I® I® I® I® I® I® I I® I® I® I mm I® 1 1® 1 3�4' 3�4' 3A 314 3/411 B B B 3 V 1 3A' 3�4" 3/q' ° I,c I 11MEITHLIM �..TH =LD g 0 O Br m 1MEN � ' � ^ 3�9' 3/ n Jllll4��I1IyIIIJ IIIII 4 2 I r3�4 � 3,a' D 4" ■ ,�� T 4R' I ndk III 11111 111111 BOX --------------------- - - - - 3�4 3�4 3�4 3�4' 3�4 3�9 3�4' I ® I ® I ® I ® I ® I ® I ® I I ® I ® I ® I ® I ® 1 01 1 A- 12 1.00 A- I I 1.00 A-10 1.00 A-9 1.00 A-8 2.02 A-7 1.28 /A -6\ n I I D A 16 5.00 °B° NETAFIM I u uau licit uBu u u VALVE FOR'GREEN WALL' - EXISTING HOUSE I NETAFIM EXISTING HOUSE VERTICAL PLANTINGS IRRIGATION LEGEND SYMBOL MANUFACTUREPVMODEL DESCRIPTION PSI GPM PRECIP. RATE RADIUS NOTE: Q H F QTR. HALF FULL ALL IRRIGATION MAINLINES, LATERAL LINES, ETC. SHOWN ® RAINBIRD 1806 -SAM -PRS BODY 6" POP-UP TURF STREAM 40 0.23 0.42 0.83 6'- 12' SCHEMATICALLY FOR CLARITY PURPOSES. ALL LINES, ETC. TO BE with HUNTER MP800SR-90 or 180 NOZZLE ROTOR INSTALLED ON SITE AND NOT OUTSIDE OF PROPERTY LINE AS SHOWN. ® RAINBIRD 1806 -SAM -PRS BODY 6" POP-UP TURF STREAM 40 0.78 0.91 6'- 12' with HUNTER MP800SR-360 NOZZLEROTOR NOTE: INSTALL HUNTER ACCU SYNC 40 PSI PRESSURE REGULATED ADAPTER ON ALL VALVES with ROTARY NOZZLES GENERAL IRRIGATION NOTES q)0® RAINBIRD 1812-PRS-5Q,H,F 12" POP-UP SHRUB SPRAY 30 0.10 0.20 0.41 1.58 5' 1 ALL CITY OF NEWPORT BEACH AND STATE LAWS, 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 V RAINBIRD VAN NOZZLE - BASE RADIUS OF NOZZLE OFF ADJACENT SYMBOL ON PLAN PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. © -- -- -- 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE RAINBIRD 1812-1401 SHRUB TRICKLE BUBBLER 30 0.50 3' COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE RAINBIRD RWS-B-C-1402 TREE ROOT BUBBLER 30 -- -- 0.50 -- - APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. NO SYMBOL RAINBIRD ALL SHRUB SPRAY HEADS INSTALLED FARTHER THAN FIVE (5) FEET FROM PAVING, 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING CURBS, SIDEWALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE WORK. INSTALLED ON A RAIN BIRD PA-8AS SHRUB ADAPTER WITH THE NOZZLE AS SHOWN 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN — — — — — — NETAFIM TECHNLINE RW DRIPLINE (MODEL NO. TLRW9-1210) 1.54 GPM per 100' 108"/HR. BEFORE BEGINNING WORK. 16"ROW SPACING and 12" EMITTER SPACING 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 1P\I WATER METER BY OTHERS 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH FEBCO - 825Y LINE SIZE BACKFLOW PREVENTION UNIT CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. JFqqRl WILKINS-500HR PRESSURE REGULATING VAVLE 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO RAINBIRD - ESP-LXME EXPANDABLE MODULE SERIES IRRIGATION CONTROLLER. COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. =A= 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS WILKINS CAST IRON FLANGED BALL VALVE - 3" & LARGER FROM THE CONTROLLER. T KING BROS. BLOCKED TRUE UNION PVC - 2" & SMALLER (LOCATE IN PLANTER AREAS - SHOWN FOR 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL CLARITY ONLY) �/ WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE VALVE KEY. THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES @ GRISWOLD 2000 SERIES 1 %"MASTER VALVE IN VALVE BOX VALVE NUMBER TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. GPM 10 ALL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL VALVES TO BE INSTALLED RAINBIRD - EFB-CP ELECTRIC REMOTE CONTROL VALVE (SIZE AS SHOWN ON PLAN) AS SHOWN ON THE INSTALLATION DETAILS. ASAPPROVED NON -PRESSURE LATERAL PVC PIPE CLASS 200 FOR SIZES 3/4" - Y W/ PVC SCH. 40 FITTINGS - I I ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN). BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT A-9 23.1 8 NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE 11 31 COMPENSATING OMPENS TIIH REPLACEMENT TAOF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE I ASAPPROVED PRESSURE MAINLINE I LINEBURY 0 PV 8I BN PLANTER AREA ELOW GRADE FOE AS NESTED ON PLA/OR 2" & LARGER 'A T OF NOZZLES W 12 INSTALL ANTI -DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE ASAPPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - THAN ONE MINUTE REQUIRES AN ANTI -DRAIN VALVE. EXTEND 12" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., HYDROZONE AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. VALVE SIZE 13 TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. NO SYMBOL ASAPPROVED IRRIGATION CONTROL WIRE #14UFAWG DIRECT BURIAL (U.L. APPROVED) NO SYMBOL SPEARS DS -400 PRE -FILLED WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS M ®ZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX: 949.673.0806 10,NDSCAA� 2976 til, W MICHAEL C. DILLEY SIGNATURE Cq DATE �7FORNIA� V V DU Z U �c)LUQ OCn cle ceO 2 REVISIONS JOB NO.: DRAWN BY: SH CHECKED BY: MD DATE: June 19, 2017 SCALE: 1/8" = 1'-0" TITLE IRRIGATION PLAN SHEET NO.: LI -1 34 NOTES: FINISHED GRADE IN TURF AREAS LEGEND: U� 0 -Z I. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING F � Z w O IDENTIFICATION GUIDE P: g3 gw ORALUMINUM ASPHALTIC BASE WATERPROOF PAINT. FINISHED GRADE IN TURF AREAS I AUTOMATIC CONTROLLER (REFER TO °o uu zJ a`z' 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY PLASTIC ROUND VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN I PLANS FOR LOCATION) o wo ARRANGEMENT OF VALVE BOXES. COVER, USE STAINLESS BOLT, NUT, AND WASHER. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER COVER, USE STAINLESS BOLT NUT AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE DW RW A ARV AIR RELIEF VALVE AREAS ONLY. HEAT BRAND "QCV" ONTO LID.EDGE. HEAT BRAND "MV O COLOR CODED MAP FOR VALVE DW RW A BS BASKET STRAINERS 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR " ONTO LID. LOCATION, INSIDE DOOR DW RW A COMM COMMUNICATION SPLICES APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO QUICK COUPLER KEY WITH MALE HOSE BIB MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 2 s. INSTALLATION. CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX DW RW A FI FERTILIZER INJECTORS CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE =M 3 O PROVIDE ON/OFF SWITCH & 110 VOLT DW RW A FS FLOW SENSORS 6. ACCESS AND MAINTENANCE. _ FINISHED GRADE IN SHRUB EXTERIOR OUTLET INSIDE CABINET SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 2" _� FINISHED GRADE IN SHRUB AREAS —III—III- DW RW A FVA FLUSH VALVE ASSEMBLY - AREAS 7. ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. III—III- :III—III— Z DW RW A GR GROUNDING RODS VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHERAND —� Z. _ _ —III— I —III—III: ® 3" PVC SWEEP ELL DW RW A GV GATE VALVES 8. PERPENDICULAR TO EDGE OF AREA. �I —III - —III—III: —III= �� 4 DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE —III—III —III— III III rrrrrrrrrrrrrrrrrrrrrrr — — 24 WIRE LOOP DW RW A MS MOISTURE SENSORS �I I —III- _ — O 120 VOLT CONDUIT TO SOURCE 9. SOIL COMPATION AROUND BOX. =III= ° =III=III: III — — VALVE ID TAGS ON RW q My MASTERVALVE SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS. — — Dw RW A SB SPLICE BOX — — QUICK COUPLER VALVE BB LEGEND: SEE LEGEND FOR SPEC. b PVC SCH 40 FEMALE ©FINISHED GRADE OR PAVING SURFACE DW RW A (STA #) REMOTE CONTROL VALVES ADAPTER, 2 REQUIRED Z 020"x14" JUMBO RECTANGULAR VALVE BOX STAINLESS STEEL CLAMP z MIN. WHERE IT OCCURS DW RW A QC QUICKCOUPLERS CONTACT LANDSCAPE FORINFO 016"x "STANDARD RECTANGULAR VALVE BOX ° �O ° BRICK SUPPORTS ° ° • ' 5 O7 24 VOLT CONTROL WIRES, (1) COMMON CID ON ANY DEVICE INA BOXNLI A BOX NOT LISTED. O • O 010" DIA. ROUND VALVE BOX 8 O •�8 a O PVC MAINLINE TO IRRIGATION WIRE TO ALL RCVS, (1) CONTROL WIRE TO DURA PRE -ASSEMBLED SWING JOINT CONTROL VALVES 6 EACH RCV ®EDGE OF AREA, CURB, WALK OR WALL DW WITH ONE PIECE BRASS MIPT NIPPLE A-9 MOD. # I-AI912 SECTION BRICK SUPPORTS NOTES: MAINLINE, SEE SPECS. BRASS UNION-II�II�II —ILII II�II�II�IIL=111 1. PROVIDE GROUNDING ROD AS REQUIRED C4 I 2 3 4 SAMPLE: U #4 x 36" REBAR STAKES, BRASS NIPPLE TYP. llllllllilllll1lll 1111 111111 1111 1111i11111iILliilllli BY CODE POTABLE WATER 2 REQUIRED LANDSCAPE FABRIC 2. COMMON WIRE TO WHITE & CONTROL SYSTEM OF CONTROLLER "A" LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. WIRES TO BE RED IN COLOR REMOTE CONTROL 3/4" ROCK, I CUBIC FT. PVC MAINLINE PIPE FROM 3. NO SPLICES SHALL BE MADE BETWEEN 12" 12" VALVE ON STA. #9 NOTE: BACKFLOW PER SPECS. SECTION/ELEVATION CONTROLLER &REMOTE CONTROL PLAN NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF 2 VALVES UNDER 500 LINEAR FEET USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. THE MASTER VALVE ASSEMBLY. Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. 0 VALVE BOX INDENTIFICATION © QUICK COUPLER Scale: N.T.S. OD MASTER VALVE OA WALL MOUNT CONTROLLER ^' ""'T MATERIAL i GRADE )R POP-UP SPRINKLER: =GEND CH. 80 NIPPLE TH AS REQUIRED) CH. 40 ELL CH. 40 STREET ELL CH. 80 NIPPLE FH AS REQUIRED) CH. 40 STREET ELL 1 ... SCH. 40 TEE OR ELL NOTE: 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM DIMENSION A B C 1/2" TO 3" IN SIZE 18" 12" 4" 4" TO 6" IN SIZE 24" x 4" LEGEND: O FINISH GRADE O2 CLEAN COMPACTED BACKFILL 3O NON -PRESSURE LATERAL LINES, SEE SPECIFICATIONS ® CONTROL WIRES, SEE SPECIFICATIONS O UNDISTURBED SOIL © PRESSURE MAINLINE, SEE SPECIFICATIONS NOTE: I. LATERAL LINES SHALL BE INSTALLED PITCHED AT I% SLOPE TO DRAIN TO LOW POINT FOR WINTERIZATION SECTION LEGEND: ( VALVE BOX INDENTIFICATION (SEE DETAIL THIS SHEET) O FINISHED GRADE IN TURF AREA O3 PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "GV" ONTO LID. ® FINISHED GRADE IN TURF AREA O GATE/BALL VALVE WITH HAND WHEEL © BRICK SUPPORTS O7 6" PVC CL. 160 PIPE ® ONE CUBIC FOOT 3/4" CRUSHED GRAVEL O SCH 40 COUPLING 10 IRRIGATION MAINLINE I I SCH 80 PVC T.O.E. NIPPLE, 6" LONG CIAIICLJ f-OAnIM R/P DEVICE SEE LEGEND FOR SPECIFICATION BRASS BALL VALVE TYP. BRASS NIPPLES MIN. 4" TYP. BRASS ELL, 4 REQUIRED PRESSURE REGULATOR IF SPECIFIED BRASS UNION, 2 REQUIRED BRASS RISERS LENGTH AS REQ. PVC MAINLINE TO MASTER VALVE SCH 80 PVC FEMALE ADAPTER SCH 80 PVC NIPPLE 6" MIN. CONCRETE FOOTING PVC MAINLINE NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. Scale: N.T.S. OK POP-UP ROTOR Scale: N.T.S. �H PIPE INSTALLATION Scale: N.T.S• OE GATE/BALL VALVE Scale: N.T.S. © RPP BACKFLOW ASSEMBLY ROT -POP PIP -INS VAL-BAL 8AK-RPP SECTION CURB, SIDEWALK, ETC. GRADE SPRAY HEAD SEND H 80 RISER .E SWING JOINT ASSEMBLY �L LINE (SIZE AS ) ON PLANS) DIMENSION A B C D 1/2" TO 4" IN SIZE 36" 24" 24" 4" 7\91fLs SAND BACKFILI COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. 'V. 11\'� 1 VI\ II 1J111. NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. LEGEND: LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA OI BRICK (I OF 4) 07 PLASTIC GREEN RECTANGULAR VALVE 14 SCH 80 NIPPLE (2" LENGTH, 2976 MICHAEL C. DILLEY BOX (12" AMETEK OR EQUAL) DATE Cq� 7FORN i P HIDDEN) AND SCH 40 ELL O PVC NON -PRESSURE LATERAL LINE V ce Q ® PVC SCH 80 NIPPLE (CLOSE) I S LANDSCAPE FABRIC O FINISH GRADE U �\ W V) Q 09 1" IN TURF AREAS, 3" IN SHRUB AREAS 16 ELECTRIC REMOTE CONTROL ® 30" LINEAR LENGTH OF WIRE, CieO < VALVE - REFER TO IRRIGATION t �O v COILED 0 PVC SCH 40 ELL PVC � LEGEND OS WATERPROOF CONNECTION (I OF I SCH 80 NIPPLE (LENGTH AS REQUIRED) 17 3" MIN. DEPTH OF 3/4" CRUSHE 2) -'SNAP-TITE' OR APPROVED GRAVEL EQUAL 12 PVC SCH 40 PRESSURE MAINLINE DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: SEE DETAIL IS SCH 80 UNION © ID TAG -'T. CHRISTY' (714) 507-3300 3 PVC SCH 40 TEE OR ELL SHEET NO.: LI -2 19 PVC SCH 40 FEMALE ADAPTER a F LL C Z C Q v Z_ LL a a LL LL V ELEVATION UJUUJ U U6 US U Scale: N.T.S. © POP-UP SPRAY HEAD Scale: N.T.S. OI SLEEVE INSTALLATION Scale: N.T.S. (()WIRE CONNECTION Scale: N.T.s. )REMOTE CONTROL VALVE SPYPOPPIP-SLE CON -W RE VAL-CO M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 VpNDSC�p 2976 MICHAEL C. DILLEY SIGNATURE DATE Cq� 7FORN i P Q • vS o� V ce Q 4� U 0 Z U �\ W V) Q C/ m �` ll 0 Cn CieO < CL. t �O v V O � w 7 � L REVISIONS JOB NO.: DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: SEE DETAIL C ) TITLE: — IRRIGATION D ETAI LS SHEET NO.: LI -2 S15 LU DC W _ U Q LU CL U V) Q g I U Q LU Co O CL W Z LU Z LU 0 N LU z 0 J O A. GENERAL NOTES PLANNING DESIGN 12. AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON A. APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITTING. FAX 949.673.0806 O LpNDSC, CSS S F I C4TB 5�� ti 29%6 B. FIELD OBSERVATIONS SG�ATURE THE DRAWINGS, COMPLETE WITH ELECTRICAL HOOKUP AND B. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE 5. CONTROLLER CHARTS: CONTROLLER CHARTS V / I..� PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE 4� MAKING SHALL BE PREPARED BY THE CONTRACTOR AFTER 1. BIDDI G: IT SHALL BE THE OWNER'S RESPONSIBILITY IN c.� J (j CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF OUTSIDE OF THE PIPE, SURE THAT THE COATED APPROVAL OF THE "AS -BUILT". THE CHART SHALL INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE THE SIZE REQUIRED, OUTDOOR CONTROLLERS SHALL BE 620^ AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET. SHOW BY COLOR CODING THE AREA CONTROLLED BY I..L INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF W C. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN REVISIONS WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE EACH AUTOMATIC IRRIGATION CONTROLLER. FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROVIDE "FULL" CONTRACT SERVICES INCLUDING FIELD AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT DATE: June 19, 2017 PROJECT. OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO TITLE: T CONTROLLER. IRRIGATION FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES 6. CONTROLLER CHART FORMAT: THE CONTROLLER Lk3 USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND NOT PUSH OFF THE PIPE. CHART SHALL BE A XEROX REDUCTION OF THE 2. SCOPE WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH 13. IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES D. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT "AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO HEREIN WILL SIGNIFICANTLY INCREASE THE INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLES SHALL THE AS THE TO PREVENT WEAKENING THE JOINT. DOOR WILL ALLOW (CONTROLLER SEQUENCE FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY BE SAME SIZE E. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PER THE DRAWINGS AND SPECIFIED HEREIN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO RISER OPENING IN THE BODY. PIPE IS NOT TWISTED, DISTURBING THE LAST NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE DETECT ERRORS AND OMISSIONS IN THE PLANS AND COMPLETED JOINT. AT THE REDUCED FORMAT). UPON COMPLETION THE THESE MAY SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO 14. BACKFLOW DEVICES: BACKFLOW PREVENTORS AND/OR F. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH. CHART SHALL BE HERMETICALLY SEALED BETWEEN 3. PLAN VERIFICATION DOCUMENTS CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS TWO PIECES OF PLASTIC. CHARTS SHALL BE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. 16. PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES COMPLETED AND APPROVED PRIOR TO THE FINAL AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER, IRRIGATION FIELD OBSERVATION IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. (INDIVIDUALS HEREIN, THE OWNER, OR SUBSEQUENT OWNER INDIVIDUALS USING POTABLE WATER SOURCE REQUIRE BACKFLOW SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES GOVERNING CODES SHALL THEN APPLY. OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS PREVENTION. BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, PRESSURE. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE 4. LICE SE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR 15. CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI -DRAIN OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF THE G. EQUIPMENT TO B E FURNISHED CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT STATE LICENSED IRRIGATION CONTRACTOR. HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND 5. ORDINANCES AND REGULATIONS: ALL IRRIGATION WORK 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING ANTI -DRAIN VALVE. CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I. 1. MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS: CONFORM TO ALL APPLICABLE GOVERNING CODES AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). 16. ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL ORDINANCES (LOCAL, COUNTY & STATE). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB BRASS AND FEDERAL SPECIFIED. INSTALL ON NON -CONSTANT BE REPLACED AND THE TESTS REPEATED. A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS PRESSURE LINES (LATERAL LINE) PER MANUFACTURE'S REMOVING, DISASSEMBLING AND ADJUSTING EACH 6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY SPECIFICATIONS. LOCATION PER DRAWINGS. 17. BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED. OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH 17 PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT AGENCY INSPECTIONS AS REQUIRED. ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE B. TWO (2) KEYS FOR EACH AUTOMATIC 7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL CONTRACTOR'S EXPENSE. THE OWNER (JOB SPECIFIED PER DRAWINGS. EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE CONTROLLER. DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- 18. QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO C. ONE 1 QUICK COUPLER KEY AND MATCHING ( ) THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE EIGHT (48) HOURS IN ADVANCE. COLORIZED RUBBER COVER AND TWO 2 PIECE BODY () A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN HOSE SWIVEL FOR EVERY (5) QUICK COUPLING IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS DESIGN. LOCATION PER DRAWINGS. PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT VALVE INSTALLED. OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS 3. CLOSING OF NON INSPECTED WORKTHE CONTRACTOR SHALL GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED 19. RISERS: ALL RISERS QUICK COUPLERS AND BACK FLOW SURFACE IRREGULARITIES. D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED DESIGN. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND H DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQUIRED OVER TO THE OWNER AT THE CONCLUSION OF NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80 18. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES REPRESENTATIVE AND / OR GOVERNMENTAL AUTHORITY HAVING TYPE 1220 P.V.C. CONFORMING TO ASTM 2464. LOCATED UNDER WHERE PAVINGCONCRETE OR ASPHALT WILL WORK AND BEFORE FINAL OBSERVATION CAN DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT , OCCUR. PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY, BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND 20, VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI -SIPHON RECOMMENDATION OF STRUCTURAL SOILS REPORT, TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE 8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH 19. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE H. HOMEOWNERS ASS0CIATI0N (H O.A. ) RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUBMISSION . PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OWNER'S SATISFACTION. GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR POSSIBLE, PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER RESPONSIBILITY UNMARKED. 4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS. D. PLASTIC PIPE N OTES 1. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE 9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY A. PRE -JOB MEETING ON SITE - PRIOR TO 20. DEFECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE "AS RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, COMMENCEMENT OF WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD THE H.O.A. ONE (1) SET OF COMPLETE 1. HA DLI G: THE CONTRACTOR SHALL EXERCISE CARE IN SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR SEQUENCES, PROCEDURES AND TECHNIQUES. THE B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS. SATISFACTION OF THE OWNER. PRODUCED FROM THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO CONSTRUCTION METHODS. C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS NDUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY 2. MAINTENANCE PROGRAM: THE CONTRACTOR 10. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN I HT Y TI F PIP THAT HSHALL DIRECT SUNLIGHT, AN SECTION 0 E A AS BEEN( E. IRRIGATION EQUIPMENT NOTES PROVIDE THE H.O.A. ONE 1 SET OF ) INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY D. IRRIGATION COMPLETION / COVERAGE TEST DENTED OR DAMAGED WILL BE DISCARDED. MAINTENANCE GUIDLINES AS RECOMMENDED BY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANY PLANTING, 1. IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL THE MANUFACTURER/SUPPLIER. 11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL ADJUST SPRINKLER 2. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, HEADS TO EVENLY AND PROPERLY DISTRIBUTE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR INSTALLATION PROCEDURES OF THE MANUFACTURER AND ELECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATION THE RATE OF PRECIPITATION OF THE WATER HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS CONFORM TO ALL APPLICABLE GOVERNING CODES AND LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER AND SHALL DETERMINE IF THE COVERAGE OF THE SHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND ORDINANCESLOCALCOUNTY & STATE , ( ). PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH PLANTING AREAS IS COMPLETE AND ADEQUATE. ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS IMPROVEMENTS. CONTRACTOR SHALL MAKE ADJUSTMENTS TO PROVIDE IS TO INSTALL THE PIPING IN THE PLANTING AREA. 2. TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED 12. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. W W N 3. PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF N W RESPONSIBLE FOR ANY DAMAGE CAUSED ITS OPERATIONS THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 12" FROM NOTIFICATION BY THE OWNER'S REPRESENTATIVE, PERSONS, TO UTILITIES, PLANTING, CONSTRUCTION, PEE PERFORM ALL WORK REQUIRED TO CORRECT ANY LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO INADEQUACIES OF COVERAGE DISCLOSED BY THE APPLY TO ANY LINES CROSSING AT ANGLES FROM 45° FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING GUARD AGAINST DAMAGE. COVERAGE TEST. WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN GRADE. TURF IRRIGATION HEADS ALONG WALKS AND 13. COORDINATION: CONTRACTOR SHALL COORDINATE ALL THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE C. C MATERIALS NOTES AND DIRECTLY OVER ANOTHER LINE. ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS OWNER BEFORE STARTING WORK. 4. ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT. EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. 14. IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY 1. GENERA THE FOLLOWING LIST COMPRISES THE PRINCIPLE THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES 3. SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND INSTALLED. THE CONTRACTOR SHALL MAKE MINOR REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO PLANTING AREAS SHALL BE INSTALLED N NIPPLES HIGH ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS BETWEEN, PLANTING, ARCHITECTURAL FEATURES AND USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND OUT BEFORE SPRINKLER HEADS ARE ATTACHED. DIRECTED, OR AS INDICATED ON THE PLANS. WHERE HIGH EXISTING UTILITIES, INTENT OF IRRIGATION DESIGN IS FULL SPECIFICATIONS. SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED COVERAGE, BALANCED SYSTEM. 5. UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS 2. PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO SHALL BE DONE BY JACKING, BORING OR HYDRAULIC ADJACENT TO WALKWAYS PARKING SHALL BE INSTALLED ON 15. DIMENSION: ALL SCALE DIMENSIONS ARE APPROXIMATE. CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE DRIVING. WRITTEN PERMISSION TO CUT OR BREAK SIDEWALKS A AN APPROVED HI -POP HEAD PER PLAN. RISERS SHALL BE WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE CLASS 315 SDR 13.5 TYPE 1220 P.V.C. CONFORMING TO ASTM AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND PRECEDENCE OVER SCALED DIMENSIONS. ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL AUTHORIZED REPRESENTATIVE. NO HYDRAULIC RIVING WILL BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS PIPE L PIPE LESS THAN 2" SHALL BE SCHEDULE 40 TYPE 1220 P.V.C. BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING. EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. 16. IRRIGATION NOTES: SEE GENERAL NOTES ON THE DRAWINGS CONFORMING TO ASTM D1785, ASTM D1784 ALL PLASTIC PIPE 6. INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN 4. PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR MATERIALS WITH THE MANUFACTURER'S NAME TYPE AND PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS, INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND CLASS OF PIPE, SIZE AND NSF APPROVAL. INSTALLATION PIPE AND FITTINGS SHALL BE OUTLINE IN HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND MANUALS AS FURNISHED BY PIPE MANUFACTURERR WHICH SHALL MINIMUM OVERTHROW OF AREA. INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. SPECIFICATIONS AND/OR DETAILS. / 3. LATERAL LINE BELOW GRADE: NON -PRESSURIZED LATERAL PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN LINE PIPE SHALL BE CLASS 200 SDR 21 TYPE 1220 P.V.C. 5. CONTROL VALVES: ALL CONTROL VALVES ON LINE SHALL BE 17. POINT OF CONNECTION (P.O.C.) VERIFICATION: LOCATION CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BE TRENCH. INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALLPIPE 7. DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN MAYBE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS FOR ALL PRESSURE MAINLINE PIPE 3" AND PROVIDE A SHRUB PLANTING AREAS WHEREVER POSSIBLE. APPROVE FINAL P.O.C. LOCATION WITH THE OWNER (JOB ) OF PIPE, SIZE AND NSF APPROVAL. LARGER. MINIMUM 1P FOR PRESSURE SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THE OF EARTH COVERAGE ALL MAINLINE PIPE UP TO AND INCLUDING 2 1/2". PROVIDE A MINIMUM 6. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE 4. LATERAL LINE ON GRADE: NON -PRESSURED LATERAL LINE 12" FOR PRESSURE ATMOSPHERIC VACUUM BREAKERS AND ANTI -SIPHON VALVES METER (P.O.C.) AT EACH POINT OF CONNECTION. PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING OF OF EARTH COVERAGE ALL NON LATERAL IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY TO ASTM D1785, ASTM D1784 AND ASTM G-53. MANUFACTURED LINES. OWNER. 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN BY BROWNLINE PIPE COMPANY OR AS INDICATED ON LEGEND. 8. SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ROCKS SHALL BE REMOVED FROM THE TRENCHES. PIPE SHALL 7. DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE ALL PLASTIC PIPE SHALL BE MARKED WITH THE HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE WITH THE MANUFACTURER'S SPECIFICATIONS. MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO NSF APPROVAL. EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE THE SATISFACTION OF THE OWNER. TRENCHES WITH DIRT OR SAND IF THE SOIL IS EXTREMELY 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND ROCKY. PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON 5. PLASTIC PIPE FITTINGS: SHALL BE SCHEDULE 40 P.V.C. DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL (CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET TYPE, 9, TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER F. RECORD AND AS -BUILT DRAWINGS FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER SUITABLE FOR EITHER SOLVENT WELD OR SCREWED IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE TRENCHING PIPE. CONFORM TO LOCAL CODES AND ORDINANCES, ANY ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE 1. ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY AND FITTING MANUFACTURER. 10. EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX IN. LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT. THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND 6. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS, (6") PER THOUSAND FT. (1000') BETWEEN DAY AND NIGHT 2. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP - REMOVED AT CONTRACTOR'S EXPENSE. SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALL BE TO DATE COMPLETE "AS -BUILT" DRAWINGS INDICATING 20. FITTING : DUE TO THE SCALE OF DRAWINGS, IT IS NOT SPECIFICATIONS NO. WW - P-351. FITTINGS SHALL BE RED SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., BRASS CONFORMING TO FEDERAL SPECIFICATION FOR EXPANSION AND CONTRACTION . PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL N0. WW -P-460. 11, PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A "AS CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE 7. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE RECORD SET. CONTRACTOR SHALL FURNISH -BUILT" WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., HARD -DRAWN ( ) CONFORMING TO ASTM 688. FITTING SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING DRAWINGS TO OWNER UPON COMPLETION OF PROJECT. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI OF THE PIPE. B 16.22 JOINTS SHALL BE SOLDERED IN ACCORDANCE TO ASTM 3. AS -BUILT FORMAT: BEFORE THE DATE OF FINAL 21. NOTICE OF COMPLETION: THE COMPLETION OF THE B-206 AND FEDERAL SPECIFICATIONS QQB 00655. 12. SLEE I G: IRRIGATION LINES THAT ARE UNDER STREETS AND OBSERVATION THE CONTRACTOR SHALL TRANSFER ALL CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE IRRIGATION INFORMATION TO AN OZALID SEPIA MYLAR, RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED 8. STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE PRODUCED FROM THE LANDSCAPE ARCHITECT. ALL WORK TO THE SATISFACTION OF THE OWNER'S AUTHORIZED 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SHALL BE NEAT, IN INK AND SUBJECT TO APPROVAL OF THE REPRESENTATIVE. SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL PIPE SCHEDULE 40 AND TWO TIMES THE DIAMETER THE PIPE AND/ OWNER. THE CONTRACTOR SHALL DIMENSION FROM TWO SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL PERMANENT POINTS OF REFERENCES, BUILDING CORNERS, 22. OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEEN DETAIL. BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO SIDEWALKS, LIGHT POLES, ETC. THE LOCATION OF THE COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE BEGINNING OF WORK. FOLLOWING ITEMS, OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION 9. BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS 73. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A INDICATED ON DRAWINGS. 125 P.S.I. MINIMUM, HEAVY DUTY, A. CONNECTION TO EXISTING WATER LINES. COMPLETE SET OF OPERATING INSTRUCTIONS. FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE B. CONNECTION TO EXISTING ELECTRICAL POWER. PLASTIC OR EQUAL ACCESS BOX AND LID. 14. THREADED CONNECTIONS: ON PLASTIC TO STEEL C. GATE VALVES, BACKFLOW PREVENTION 23. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL UNITS AND CONTROLLERS. SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS 10. CONTROL VALVES: SHALL BE AS INDICATED ON THE CONNECTIONS FIRST, NON -HARDENING PIPE PERMATEX #2 D. ROUTING OF IRRIGATION PRESSURE LINES SHALL BE REMOVED FROM SITE PER LOCAL CODE AND DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO (DIMENSION MAX. 100'). ORDINANCES. DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE STEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAT E. IRRIGATION CONTROL VALVES. OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE SHALL BE USED. F. ROUTING OF CONTROL WIRE. 24. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING G. QUICK COUPLING VALVES, WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED SEQUENCE INDICATED ON THE DRAWINGS. 15, SOLVENT CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR H. OTHER RELATED EQUIPMENT AS DIRECTED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT BY OWNER. WORKMANSHIP, AND SHALL BE MAINTAINED IN PREFECT 11. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO WORKING ORDER FOR ONE (1) YEAR FROM DATE OF CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE 4. DEILIVERY: ON THE DATE OF FINAL APPROVAL THE COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING, BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE CONTRACTOR SHALL DELIVER ONE SET OF SEPIA MYLARS OF THE OWNER ALL MATERIALS USED SHALL CARRY A FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE REQUIREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF MYLARS WILL MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18" FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND FURNISHING INFORMATION THAT MAY BE OMITTED FROM PRINTS. DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE BELOW GRADE. USE APPROVED WATER PROOF WIRE MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR REPAIRED TO THE OWNER'S SATISFACTION BY THE CONNECTORS AND SEALER ON ALL SPLICES. A 24" WILL MAKE SOLVENT WELD JOINTS WITH NONESYNTHETIC CONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACH BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE PAVING OR OTHER IMPROVEMENTS OF ANY KIND. WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 O LpNDSC, CSS S F I C4TB 5�� ti 29%6 MICHAEL C. DILLEY SG�ATURE DATE YPORN LA P S W V / I..� 4� U 0 \� Z c.� J (j V) W Oco� 620^ O < I..L U O W L d REVISIONS JOB NO.: DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: NO SCALE TITLE: IRRIGATION SPECIFICATIONS SHEET NO.: Lk3 3C LU L� r LU 2 U Q LU CL U N QZ J I U LU m O CL LU Z I LU U Z LU 0 V) LU z O J O z g N GENERAL PLANTING NOTES: PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL 9 LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT OBTAIN AN AGRONOMIC SOIL REPORT AND SOIL AMENDMENT PRIOR TO INSTALLATION. THE FOLLOWING MINIMUM CRITERIA SHALL RECOMMENDATIONS PER SPECIFICATIONS, WHICH SHALL SUPERSEDE BE OBSERVED BY THE LANDSCAPE CONTRACTOR: THOSE WITHIN THE SPECIFICATIONS. 2 LANDSCAPE CONTRACTOR SHALL PURCHASE AND PROVIDE ALL PLANTER FILL NECESSARY TO BRING SOIL LEVEL TO 2" BELOW TOP OF PLANTER WALLS. 3 LANDSCAPE CONTRACTOR SHALL PURCHASE AND PROVIDE ENOUGH WALK-ON BARK MULCH TO PROVIDE A 2" COVERING OF ALL SHRUB PLANTING ARES. SAMPLE TO BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 4 LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO ANTICIPATED PLANTING DATE. 5 CONTRACTOR TO COORDINATE APPROVALS. CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS. 6 LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER TO DRAINAGE INLETS SO AS TO PREVENT STANDING WATER. 7 THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD. 8 CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE/PALM MATERIAL FOR 12 MONTHS (I YEAR). NO TREES SHALL BE PLANTED CLOSER THAN 5TO A BUILDING OR ROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREESTANDING WALLS. TREES OR PALMS SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILL OBVIOUSLY CONFLICT WITH ROOF OVERHANGS. NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUAL OBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC. TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN *IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THAT CONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL. PLANT LEGEND: SYMBOL NAME SIZE COMMENTS HEIGHT/SPREAD at CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 MATURITY TREES: TRI LAU TRISTANIA LAURINA PER PLAN LOW BRANCHING/ 14' x 6' C DATE cQ FORNIA, WATER GEM STANDARD ' SHRUBS AZALEA'ALASKA' ® DU 5 GAL. - 4'x 4' U SOUTHERN INDICAAZALEA BUXUS MICROPHYLLA'FAULKNER' Ocle Tx T- MAINTAINED as BIB JAPANESE BOXWOOD S GAL. BALL FORM FORMAL BALL FORM BUXUS MICROPHYLLA'GREEN BEAUTY' �w W 0 ® JAPANESE BOXWOOD 5 GAL. HEDGE 3' x 3' co CAMELLIA JAPONICASILVER WAVES' 5 GAL. ESPALIER MAINTAINED CAMELLIA - ESPALIER JOB NO.: FORMAL ESPALIER 00 CAMELLIA JAPONICA 'SILVER WAVES' 15 GAL. ESPALIER MAINTAINED June 19, 2017 CAMELLIA - ESPALIER 1/8" = 1'-0" FORMAL ESPALIER TITLE DIANELLATAZMANICA'SILVER STREAK' PLANTING PLAN ® I GAL. - Tx 3' SILVER STREAK FLAX LILY URIOPE GIGANTEA G GAL. - 3' x 3' GIANT URIOPE ROSA'ICEBERG' RI 5 GAL. - 4'x 3' ICEBERG ROSE TRACHELOSPERMUM JASMINIOIDES O STARJASMINE 5 GAL. STAKED G x 4' EF WESTRINGIA FRUITICOSA 5 GAL. Y x 4' COAST ROSEMARY VINES: WISTERIA SINENSIS'COOKE'S PURPLE' 5 GAL STAKED PURPLE CHINESE WISTERIA GROUNDCOVERS: 7• . ' 'LAWN TURF' SYNTHETIC TURF OR APPROVED EQUAL -AVAILABLE ''M FROM BOONE ACTION TURF - ORANGE, CA ALL 2" THICK WALK-ON BARK MULCH SHRUB SUBMIT SAMPLE FOR APPROVAL AREAS M ®ZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX: 949.673.0806 yNNDSCAP 4,OC 2976 til, W MICHAEL C. DILLEY SIGNATURE C DATE cQ FORNIA, W V ' DU Z U �m Ocle ceO O < o- �w W 0 REVISIONS JOB NO.: DRAWN BY: SH CHECKED BY: MD DATE: June 19, 2017 SCALE: 1/8" = 1'-0" TITLE PLANTING PLAN SHEET NO.: LP- I 37 W U W 2 U Q W CL Q U N 0 qz J i U W Co O CLW Z I W U Z W 0 N W z O N J O M DZA LANDSCAPE ARCHITECTURE LEGEND: DESIGN 2320 SECOND AVENUE OI STEEL WIRE - FLAG W/ 3/8" WHITE PVC/ABS TUBE LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 yaq 0 d 02 STEEL TURNBUCKLE - I PER GUY WIRE 2976 MICHAEL C. 03 MULCH SIGNATURE v ® TEMPORARY WATER BASIN BERM REMOVE PRIOR o� d TO HYDROSEEDING OR SODDING A O FINISH GRADE I..fi ROOT BALL U 2 07 AMENDED BACKFILL II Z 3 ® ROUGHENED U 4 09 CABLE ANCHOR LU 5 1 III II III 6 10 SUBGRADE =111== III I- — ...�::�..•a ::.:.. :III- - I I TREE TIE 620 1 � I I=. NOTE: t �O v —III—I III__—III—III—III—I ^•: ° a l=� l— III—III—III=III=III=III=11— —III=III 9 �w DELETE -1 11-1 I I—I 11=1 11=1 11=, -1I I I, I I I DELETE GUYS IN FIELD AS DIRECTED BY ,III , -III—III—III—In—I—ii - I 0 LANDSCAPE ARCHITECT 11=1 11=1 11=1 I I—I 11= SECTION �IIIIIIIIIIIIIIIIIIIIIIIIIIII: (3611 BOX & LARGER) O O )TREE PLANTING (GUYING) Scale: N.T.S. PLT -GUY DRAWN BY: LEGEND: CHECKED BY: MD DATE: June 19, 2017 SCALE: (11WATER BASIN FORMED BY 3" HIGH BERM y� 02 FINISH GRADE (ROOT BALL I/2" ABOVE PLANTING FINISH GRADE AFTER SETTLEMENT) SHEET NO.: LP -2 2 03 ROOTBALL BACKFILL MIX SHALL CONSIST OF 75% IIF NATIVE SOIL, 25% TYPE I SOIL AMENDMENT I V =FI 4NOTE: -II�II 4. •< :.: II�IIE I. PLANT HOLE SHALL BE LARGER if f -I =TT1 ' I�II�II�II�II�IIT NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of -I I iI EI =I =I =I =I �I �I —I —I the ROOT BALL and ROOT SYSTEM IEIIEIIEIIEIIEIIEIIII�II�II�IIE SII SII SII SII . I I �����. 2. PLANT HOLE SIZE SHALL BE TWICE THE CONTAINER DIAMETER SECTION3. NITROLIZED WOOD SHAVINGS 0 © SHRUB PLANTING Scale: N.T.S. PLT -SHB 2' TYP. WALL d REMOVEABLE 12 GA. WIRE a EYE BOLT o - TRAIN VINE TO WIRE CENTER IN WIRE GRID 9 p FINISH GRADE :o ELEVATION REMOVEABLE 12 GA. WIRE WRAPPED TWICE AROUND PLASTIC SHIELD EYE BOLT 1/8" EYE SCREW 1/8" DIA. TOGGLE REMOVEABLE EYE BOLT W/ FLAT 12 GA. WIRE WRAPPED WASHER TWICE AROUND EYE BOLT ALTERNATE: CMU 1/8" EYE SCREW INTO STRUCTURE FINISH MEMBER (WHERE IT OCCURS) CMU WALL SECTIONS STUD WALL © VINE PLANTING ON WALL Scale: N.T.S. PLT -VIN M DZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 ipNDSCgp� O %f I care Poo 9R 2976 MICHAEL C. DI LEY SIGNATURE DATE P S �7FORN LA = � o� V I..fi 4� U 0 Z U �Q LU 1 000� 620 < t �O v J O w �w Zr REVISIONS JOB NO.: DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: SEE DETAIL TITLE: PLANTING D ETAI LS SHEET NO.: LP -2 se W DC W U oC Q W CL Q U N 0 z i U Q W m O CL W z W U z W 0 V) W z 0 J O A. GENERAL NOTES 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING 6. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED I. BROADCAST SEEDED TURF NOTES 6. APPLICATION: WHEN HYDRAULICALLY SPRAYED ON THE SOIL M HOMEOWNERS DILLEY SIGNATURE SHALL BE INITIATED BY THE CONTRACTOR AND ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING V SURFACE, THE HYDRO -MULCHING SHALL FORM A BLOTTER -LIKE 1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN U COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). 0 INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL 1. SOIL PREPARATION: ALL ROCKS SHALL BE REMOVED OVER < (j GROUND COVER IMPREGNATED UNIFORMLY WITN SSED AND ASSOCIATION (H.O.A.) LU THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB BE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE 1/2" AND SHALL BE RAKED TO FINISH GRADE. (1" BELOW FERTILIZER AND SHALL ALLOW THE ABSORPTION OF MOISTURE < I..L INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE Z CONCRETE). AND RAINFALL PERCOLATE TO THE UNDERLYING SOIL. REMOVE INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY SMOOTH AND EVEN OF A UNIFORM PLANE WITH AN ABRUPT ALL FIBER APPLIED TO DRAIN GUTTERS, STREETS, WALLS AND RESPONSIBILITY WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO MD OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF MD CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND 2. SITE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA NO SCALE OTHER CONSTRUCTION. LEAVE SITE BROOM -CLEAN. TITLE: FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PLANTING ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE SHEET NO.: SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE LP MUST BE PRE -IRRIGATED TO WET IT TO A DEPTH OF FOUR PROJECT. CONTRACTOR'S EXPENSE. THE OWNER (JOB NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT 7. GERMINATION: THE LANDSCAPE ARCHITECT SHALL CERTIFY SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND DEPRESSIONS. THAT HYDROSEEDED AREAS HAVE ACHIEVED EVEN 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- SHALL BE THE MAXIMUM GRADIENT POSSIBLE. GERMINATION. UNEVEN GERMINATED AREAS SHALL BE 1. AS-BUILTS: THE CONTRACTOR SHALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY EIGHT (48) HOURS IN ADVANCE. 3. SEED PACKAGING: ALL SEED SHALL BE DELIVERED TO THE SITE RESEEDED UNTIL EVEN GERMINATION HAS BEEN ACHIEVED. PROVIDE THE H.O.A. ONE (1) SET OF TO FURNISH AND INSTALL A COMPLETE ALL LANDSCAPING 7. DRAINAG : THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN SEALED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCH COMPLETE "AS BUILT" INFORMATION ON PER THE DRAWINGS AND SPECIFIED WITHIN. 3. CLOSING OF NOT INSPECTED WORK: THE CONTRACTOR SHALL POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE THAT EACH SEED TYPE IS BAGGED SEPARATELY AND IN THE 8. CERTIFICATION: CERTIFICATES FOR EACH DELIVERY OF BULK NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED WITH THE PLANS, DETAILS AND SPECIFICATIONS OR AS CORRECT PRE -WEIGHTED PROPORTIONS FOR THE SEED MIX. MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT AN OZALIO SEPIA MYLAR PRODUCED FROM 3. PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND SPECIFIED BY THE OWNER. BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE THE LANDSCAPE ARCHITECT. ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED 4. SEED MIX: SEED AT RECOMMENDED RATES, SEED MIX, SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING 8. FINISH GRADE AT TURF AREAS: FINISH GRADE OF ALL TURF SPECIES PER PLANS, SHALL BE EVENLY APPLIED AND WITH ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. 2 AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT GOOD COVERAGE. MAINTENANCE PROGRAM: THE IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND WALKS, PAVEMENTS, CURBS, ETC. 9. DEFECTS: ALL DEFECTS IN HYDROSEED PLANTING SHALL CONTRACTOR SHALL PROVIDE THE H.O.A. GOVERNING CODES SHALL THEN APPLY. TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. SEED MIX SHALL CONTAIN: BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED ONE (1) SET OF MAINTENANCE GUIDLINES AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE 9. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL HEREIN AT THE CONTRACTOR'S EXPENSE TO THE AS RECOMMENDED BY THE 4. LICE SE: THE CONTRACTOR SHALL BE A C-27 CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE SHRUBBERY AND GROUND COVER AREAS SHALL BE TWO FERTILIZER (12-12-12) 10 LBS./1000 SQ. FT. SATISFACTION OF THE OWNER. CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. OWNER'S SATISFACTION. INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, MULCH 1800 LBS./ACRE MANUFACTURER/SUPPLIER. CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. 5. ORDINANCES AND REGULATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS 4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: 5. ATERI G: AFTER HYDROSEEDING, IRRIGATE MODERATELY TO L. MAINTENANCE NOTES SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES A. PRE -JOB MEETING ON SITE- PRIOR TO E. TREE AND SHRUB ENSURE MOISTURE PENETRATION. PENETRATION. AND ORDINANCES (LOCAL, COUNTY & STATE). COMMENCEMENT OF WORK 6. PROTECTION: AT ALL TIMES ADEQUATE PROTECTION SHALL BE 1. MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL BE 6. PERMITS AND INSPECTIONS THE CONTRACTOR SHALL B. DURING SOIL PREPARATION C. AT COMPLETION OF SOIL PREPARATION PLANTING N OTES FURNISHED FOR ALL PLANTED AREAS AGAINST DAMAGE OF ANY AND, UNTIL FINAL ACCEPTANCE OF WORK. FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND D. COMPLETION OF WEED CONTROL APPROVED BY THE LANDSCAPE ARCHITECT. AGENCY INSPECTIONS AS REQUIRED. E. PLANT MATERIAL INSPECTION 1. PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING 7. CERTIFICATION: CERTIFICATES FOR EACH DELIVERY OF BULK THE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANY F. GRADING CHECK PRIOR TO GROUND COVER DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE 7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL G. PROGRESS/INSTALLATION INSPECTION DRAWINGS. BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE REQUIREMENTS OF THE WORK SPECIFIED. DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. H. COMPLETION OF PLANTING SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND THE LANDSCAPE ARCHITECT AND OWNER SHALL BE I. 30, 60, & 90 -DAY MAINTENANCE INSPECTIONS 2. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. 2. GENERAL: THE GENERAL CARE AND MAINTENANCE OF ALL NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT 5. COMPLETION: WORK SHALL BE COMPLETED UPON FINAL DEPTH THAN THE SIZE OF THE PLANT CONTAINER. WEEDING, RODENT CONTROL, CLEANUP, ETC. PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL J. SLOPE P LA NTI N G NOTES MATERIALS INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE 3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL 3. SAFETY: ALL PLANT SHALL BE CHECKED AND WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN MAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO 8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH 1. GENERA): THE OWNER SHALL HAVE A SOIL ANALYSIS MADE ASSURE A SAFE ENVIRONMENT. RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT CONFORMED TO ALL REQUIREMENTS OF THESE FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE AFTER COMPLETION OF THE ROUGH GRADING. THE PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY SPECIFICATIONS. FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT: CONTRACTOR SHALL INCORPORATE ALL SOIL AMENDMENTS 4. WATERING: WATER ALL PLANTINGS TO ASSURE COMPLETE OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR AND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. GERMINATION OF ALL SEEDED AREAS AND CONTINUED UNMARKED. 10 PARTS TOP SOIL THE SOIL PREPARATION SPECIFIED BELOW SHALL BE ADJUSTED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE 9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS C MATERIAL NOTES 5 PARTS REDWOOD SHAVINGS ACCORDINGLY TO THE ANALYSIS. ADEQUATE IRRIGATION COVERAGE WHICH MAY REQUIRE . 1/4 LB.OR BONE MEAL ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND AS L SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, PLANT TABLET'S, PER GALLON, 2 PER 5 2. SLOPE TEXTURING (CUT SLOPES): THESE SURFACES SHALL REQUIRED. MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR GALLON, BE ROUGHENED IN HORIZONTAL DIRECTION FOLLOWING THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS , SPECIMENS LARGER THAN 15 GALLON. CONTOUR OF THE SLOPE. THE ROUGHENED TEXTURE SHALL L 5. IRRIGATION COVERAGE: ADJUST ALL IRRIGATION HEADS IN CONSTRUCTION METHODS. REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE 4. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT 10. THE CONTRACTOR IS SOLELY RESPONSIBLE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD 3. SLOPE TEXTURING (FILL SLOPES): THESE SURFACES SHALL OVERTHROW ONTO WALLS, WALKS, ETC. FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY SPECIFICATIONS. ADJUSTMENTS AS NECESSARY. BE COMPACTED AND FINISHED AND ALSO ROUGHENED IN A PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE 6. CULTIVATING AND WEEDING: CULTIVATE AND WEED ALL 2. SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL N N 5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, SLOPES. THE ROUGHENED TEXTURE SHALL MADE BY PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15 N N 11. T�: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND S. HAND RAKING OR SIMILAR MECHANICAL MEANS. DAYS. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX TO ROOTS OF THE GROWING PLANTS. ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR' THE DRAWINGS AND HEREIN SPECIFIED. WHERE VOIDS APPEAR. 4. WEED ERADICATION PROCEDURES: TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY 7. CHEMICAL HERBICIDES: A CERTIFIED TECHNICIAN SHALL BE TAKE NOT TO DAMAGE SUCH IMPROVEMENTS. N N N 3. PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY WELL N W 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND N A. MANUALLY REMOVE ALL EXISTING VEGETATION AND APPLY CHEMICAL HERBICIDES TO CONTROL WEEDS AT THE M N ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY 12. INSURANCE: THE CONTRACTOR SHALL OBTAIN (AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT MANNER. THE LANDSCAPE ARCHITECT. KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES TREE PLANTING DETAILS. S. FERTILIZE ALL PLANTING AREAS WITH FERTILIZER BASED 8. PEST AND DISEASE CONTROL: A CERTIFIED TECHNICIAN DAMAGE INSURANCE, AS RE REQUIRED BY ALL APPLICABLE CODES Q AND SIZES INDICATED O THE PLANT LIST. ALL PLANTS SHALL N N N ON SOIL LAB'S RECOMMENDATIONS. (SEE PLANTING SHALL SPRAY AS NECESSARY TO CONTROL ALL INFESTATIONS. N AND REGULATIONS. BE INSPECTED AND APPROVED PRIOR TO PLANTING. 7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND DETAIL SHEET). ADD ANY AND ALL SOIL AMENDMENTS AS STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE REQUIRED, PER THE SOIL ANALYSIS. BEGIN WATERING 9. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE 13. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE 4. REJECTION OF PLANT MATERIAL: THE OWNER OR OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE PROCESS TO ACTIVATE FERTILIZER AND ADDITIVE NECESSARY STEPS TO ELIMINATE ANY RODENTS RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS LANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL GALVANIZED ROOFING NAIL. CHEMICALS. ENCOUNTERED ON SITE. TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL PROPERTYETC. AND SHALL PROVIDE PROTECTIVE MEANS TO COST TO THE OWNER. W 8. DEFECTALL DEFECTS I TREE AND SHRUB PLANTING G SHALL C. LATER ALL PLANTING G AREAS THOROUGHLY AND 10. PRUNING: ALL PRUNING SHALL BE IN ACCORDANCE WITH �N_ GUARD AGAINST DAMAGE. BBEECO THROUGH THE GUARANTEE PERIOD SPECIFIED CONTINUOUSLY FOR A PERIOD OF TWO (2) ARBORS GUIDELINES. DAMAGED, DEAD OR DRYING 5. HANDLING/STORAGE: ALL PLANTS SHALL BE HANDLED AND HEREIN AT THE CONTRACTOR'S EXPENSE TO THE CONSECUTIVE WEEKS. THE LANDSCAPE ARCHITECT BRANCHES SHALL BE REMOVED BACK TO A POINT OF 14. COORDINATION: CONTRACTOR SHALL COORDINATE ALL STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING SATISFACTION OF THE OWNER. SHALL APPROVE SPECIFIC WATERING DURATION AND GROWTH. LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. FREQUENCY PROGRAM DESIGNED TO GERMINATE ALL THROUGH THE OWNER BEFORE STARTING WORK. RESIDUAL WEED SEEDS. 11. PLANT REPLACEMENTS: DURING THE MAINTENANCE PERIOD, 15. PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY 6. TREE TAGGING: ALL TREES CALLED OUT ON PLAN TO BE TAGGED / SHALL BE SELECTED BY LANDSCAPE F. VINE PLANTING N OTES SHOULD ANY PLANT SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN 5 D. DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS, DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE ARCHITECT. THEN APPLY 'ROUND -UP' TO THE SLOPES PER THE PEST DAYS OF NOTIFICATION TO DO SO. AT THE END OF THE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR 1. GENERAL: ALL VINES SHALL BE PLANTED PER THE VINE CONTROL ADVISOR'S RECOMMENDATIONS. NO WATER MAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN A ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS 7. TREE STAKES AND GUYS: TREE STAKES SHALL BE LODGE PLANTING DETAIL, AND THE WOOD SUPPORT STAKE SHALL BE SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS HEALTHY, GROWING CONDITION. BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL. FOLLOWING APPLICATION OF CONTACT WEED KILLER. ARCHITECTURAL FEATURES AND UTILITIES. AND INSTALL AS INDICATED ON DETAILS. 12. TURF AREAS: AT THE END OF EACH THIRTY DAY PERIOD OF 2. WOOD FENCES: VINES ATTACHED TO WOOD FENCES SHALL E. ALLOW SUFFICIENT PERIOD OF TIME TO ENSURE THATN MAINTENANCE,THE CO TRACTOR SHALL DO THE FOLLOWING, W N 16. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. 8. TREE TIES: SHALL BE FLEXIBLE NON -DETERIORATING SELF- BE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE ALL WEEDS ARE DEAD. REPEAT THE ABOVE PROCEDURE OVERSEED ALL SPOTS OR AREAS WHERE NORMAL SOD WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED SCREWS AND HEAVY DUTY VINE TIES. AS MANY TIMES AS NECESSARY TO ACHIEVE A WEED- ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR PRECEDENCE OVER SCALED DIMENSIONS. TO PROPERLY SUPPORT TREES, "CINCH TIES" OR EQUAL. FREE CONDITION. OTHER DEBRIS THAT CONSTITUTE A HINDRANCE TO MOWING. 3. MASONRY WALLS: ON MASONRY WALLS ATTACH WITH FILL ALL DEPRESSIONS AND ERODED CHANNELS WITH 17. PLANTING NOTES: SEE GENERAL NOTES ON THE 9. ROOT BARRIERS: CONTRACTOR SHALL INSTALL APPROVED ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE OR F. CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT ROOT BARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF GALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACH THE FINISHED GRADE. LIGHTLY AND RESOD THE FILLED AREAS. SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL HARDSCAPE, STRUCTURES, ETC. VINE WITH HEAVY DUTY VINE TIES WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL 5. T WATER ALL PLANTING AREAS THOROUGHLY AND 13. TURF WEED CONTROL: TURF AREAS SHALL BE TREATED BE FURNISHED AND INSTALLED WHETHER OR NOT 10. SOD: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO WITH A BROADLEAF WEED KILLER APPLIED PER SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. SUPPLIED BY PACIFIC SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. G. GROUNDCOVER P LANTI N G NOTES SATURATE UPPER LAYERS OF SOIL PRIOR TO PLANTING. MANUFACTURER'S RECOMMENDATIONS. 6. PLA TI PLANT TREES AND SHRUBS AS CALLED FOR WHERE 14. TURF FERTILIZER: FERTILIZE ALL TURF AREAS WITH 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN it. AGRIFORM PLANTING TABLETS: SHALL BE 20-10-5 ANALYSIS 1. GENERA : ALL GROUNDCOVER AREAS NOTED ON PLANS INDICATED ON PLANTING PLAN AND AS DETAILED ON PLANTING COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION PROLONGED RELEASE NITROGEN. 1 PER 1 GALLON, 2 PER 5 GALLON, SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS. DETAIL SHEET. SUBSTITUTIONS OF PLANTS WILL NOT BE RATE OF TEN (10) POUNDS PER 1000 SQ. FT. OF AREA. OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE ACCEPTED UNLESS APPROVED BY LANDSCAPE ARCHITECT. INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH GALLON OR PER DRAWINGS. SPACING INDICATED PER PLANS INSTALL AGRI-FORM PLANTING TABLETS AS CALLED FOR IN 15. Jac: MOW ALL TURF AREAS BEFORE THEY REACH A THE MANUFACTURER'S SPECIFICATIONS. LEGEND. PLANT ALL CONTAINER GROWN PLANTS IN PLANTING HEIGHT OF THREE INCHES WITH MOWER SET AT TWO INCHES. 12. COMMERICAL FERTILIZER: SHALL BEAR THE MANUFACTURER'S 2. SPACI G: INSTALL PLANS IN AREAS AND TO SPACING AS PITS TWO (2) TIMES WIDER AND TWO (2) TIMES DEEPER THAN MAINTAIN ALL TURF AREAS AT A TWO INCH HEIGHT 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE SHOWN ON THE DRAWINGS IN EVENLY TRIANGULAR SPACED THE CONTAINER. THOROUGHLY MIX THE SPECIFIED MATERIALS THROUGHOUT THE MAINTENANCE PERIOD. PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING ROWS. FOUND IN THE SOIL ANALYSIS REPORT AND THOSE SPECIFIED DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL MINIMUM REQURIEMENTS: ON THE PLANTING DETAIL SHEET, WITH THE SITE SOIL, PRIOR 16. RE-HYDROSEEDING: THE CONTRACTOR SHALL RE - FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER 3. EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3" x 4" WITH TO BACKFILLING OF PLANTING PITS. HYDROSEED ALL HYDROSEEDED AREAS ERODED OR NON - AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL 16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+ IRON) SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN GERMINATING AT THE END OF EACH THIRTY DAYS. CONFORM TO LOCAL CODES AND ORDINANCES. ANY PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND 7. DEFECTS: ALL DEFECTS IN SLOPE PLANTING SHALL BE EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY 13. REDWOOD SHAVINGS: SHALL BE PURE REDWOOD SAWDUST FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED 17. OIL IN UP: DURING THE COURSE OF THE MAINTENANCE THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM HEREIN AT THE CONTRACTOR'S EXPENSE TO THE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS REMOVED AT CONTRACTOR'S EXPENSE. MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, 4. WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS SATISFACTION OF THE OWNER. MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN BLOCKS OF WOOD, OR OTHER FOREIGN MATTER. SOURCES BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. 20. NOTICE OF COMPLETION: THE COMPLETION OF THE OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED 14. SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED �/ K. HYDROSEEDING NOTES 18. FINAL INSPECTION: WILL BE HELD AT THE END OF THE 90 -DAY MAINTENANCE PERIOD. TO THE SATISFACTION OF THE OWNER'S AUTHORIZED ANALYSIS OF 997' SULFUR (EXPRESSED AS ELEMENTAL) 5. PRE -EMERGENT: APPLY TREFLAN OR APPROVED PRE- EMERGENT IMMEDIATELY AFTER PLANTING TO ALL REPRESENTATIVE. SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT 1. SEED PACKAGING: ALL SEED SHALL BE DELIVERED TO INCLUDED. THE SITE IN SEALED BAGS. EACH SEED MIX SHALL BE POST INSTALLATION MAINTENANCE GUIDELINES 21. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE 15. BONE MEAL: SHALL BE FINE GROUND, STEAMED, DRY MATERIAL PACKAGED SUCH THAT EACH SEED TYPE IS BAGGED PROJECT SITE CLAN AND FREE FROM RUBBISH AND DEBRIS. WITH A MINIMUM ANALYSIS OF 17 NITROGEN - 307 6. DEFECTS: ALL DEFECTS IN GROUNDCOVER PLANTING SEPARATELY AND IN THE CORRECT PRE -WEIGHTED A SCHEDULE FOR ONGOING MAINTENANCE SHALL BE PREPARED AND ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL PHOSPHORIC ACID - 69.5% UNDILUTED BONE. SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD PROPORTIONS FOR THE SEED MIX. SHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES. CODE AND ORDINANCES. SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE 16. -SAMPLES: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, SATISFACTION OF THE OWNER. 2. HYDROSEED MIX: HYDROSEED MIX AND MULCH SHALL BE A. ANY ALTERATIONS TO THE LANDSCAPE MUST BE APPROVED BY 22. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND AMENDED TO SUIT SPECIFIC SITE CONDITIONS. VERIFY THE DIRECTOR OF PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S SHALL BE STORED ON THE SITE UNTIL FURNISHING OF HYDROSEED MIX WITH THE LANDSCAPE ARCHITECT, UPON PLANNING AND COMMUNITY DEVELOPMENT. AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. MATERIALS IS COMPLETED. H SODDING N OTE S RESULTS OF THE SOIL ANALYSIS. THE MIX SHALL BE APPLIED TO . ALL SLOPE AREAS DIRECTLY AFTER THE INSTALLATION OF ALL B. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL 17. CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK PLANT MATERIALS AS FINAL DRESSING. SEE PLANTING DETAIL APPLICATIONS MUST BE 23. GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT 1. FINISH GRADE: SOIL SHALL BE LEFT 1 - 1/2' BELOW FINISH SHEET FOR TYPE AND QUANTITY OF SEED MIX, FERTILIZER AND PER STATE LICENSED ADVISORS AND APPLICATIONS. DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. ADDITIONAL AMENDMENTS. AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND C. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. 2. SITE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA 3. WATERING: WATER ALL PLANTING AREAS THOROUGHLY LIMITATIONS, REMOVAL OF FOR 90 DAYS FROM DATE OF COMPLETION BY THE MUST BE PRE -IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO DEADWOOD, CROSS -BRANCHING, ETC., PER INTERNATIONAL CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. SATURATE UPPER LAYERS OF SOIL PRIOR TO THE SOCIETY OF ARBORICULTURE SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF D LANDSCAPE GRADING NOTES HYDROSEEDING OPERATION. THEN ALLOW PLANTING AREA STANDARDS (ISA). PLANTS SHALL NEVER BE SHEARED UNLESS . 3. HANDLIN : INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY, PRIOR TO SPECIFIED ON THE MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLS TWO DAYS AFTER IT IS DELIVERED. IT SHALL NOT BE LEFT IN THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN NOT APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO WHICH MAY OCCUR DURING THE 90 DAY PERIOD FINAL 1. SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL THE HOT SUN, IN ROLLS, OR STACKED OVERNIGHT. TO ALLOW THE SOLID SURFACE TO SUPER -SATURATE WITH THE DESIGNED SIZE TO ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S WEEDS, ROCKS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE PROVIDE MAXIMUM SHADING OF PAVED AREAS. SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. 4. FERTILIZER: PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 SAME TIME, THE SOIL SURFACE SHOULD NOT BE BONE DRY. THE OWNER -INCLUDING THE COMPLETE RESTORATION OF FERTILIZER AT A RATE OF SEVEN POUNDS PER 1,000 SQUARE THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE D. WATER SHALL BE APPLIED FOR OPTIMUM PLANT GROWTH WITH ALL DAMAGED PLANTING, PAVING OR OTHER 2. SOIL PREPARATION: ALL SOIL PREPARATION SHALL BE FEET OVER SURFACE. FIRST 1/2" OF SOIL SURFACE. MINIMAL RUNOFF OR IMPROVEMENTS OF ANY KIND. INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE OVERSPRAY. PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT 5. LAYOUT: SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN 4. EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO APPLICATION OF THE FERTILIZER, SEED AND FIBER MULCH, E. ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION B. FIELD 0 B S E RVATI 0 N S THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS SHALL BE OF THE 'SUPER HYDROSEEDER' TYPE, AS APPROVED MANAGEMENT LANDSCAPE ARCHITECT UPON COMPLETION. AND EDGES. BY THE LANDSCAPE ARCHITECT. THIS EQUIPMENT SHALL HAVE INFORMATION SYSTEM (CIMIS) DATE (805) 664-4921. A BUILT-IN AGITATOR SYSTEM AND OPERATING CAPACITY 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE 3. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED 6. INSTALLATION: AFTER LAYING SOD, IRRIGATE MODERATELY TO SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX F. ALWAYS REPLACE HEADS WITH SAME KIND OR MATCHING PREPAREDITH THE UNDERSTANDING THAT THE OWNER OF W W ARE FOR BIDDING PURPOSES ONLY. THE OWNER SHALL INSURE MOISTURE PENETRATION, THEN ROLL WITH A RYAN A SLURRY CONTAINING NOT LESS THAN 40 LBS. OF FIBER PRECIPITATION RATE. SAID PLANS WILL USE MDZA LANDSCAPE ARCHITECTURE TO PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF MULCH PLUS A COMBINATION OF 7 LBS. OF FERTILIZER SOLIDS PROVIDE FULL' CONTRACT SERVICES INCLUDING FIELD APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL ADJACENT SIDEWALKS, CURBS AND HEADERSOARDS. WATER FOR EACH 100 GALLONS OF WATER. THE SLURRY G. BACKFLOW DEVICE SHALL BE TESTED AND CERTIFIED ANNUALLY OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT AND ROLL AGAIN IF GRADE DOES NOT MEET THESE DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT BY THE VENTURA USE MDZA LANDSCAPE ARCHITECTURE TO PROVIDE AND PRIOR TO INSTALLATION OF PLANT MATERIALS. CONDITIONS. STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC COUNTY ENVIRONMENTAL HEALTH DIVISION. COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH SPRAY NOZZLES WHICH SHALL PLACE THE SLURRY TANK AND HEREIN WILL SIGNIFICANTLY INCREASE THE 4. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE 7. WATERING: AFTER ROLLING THE SOD, THE AREAS SHALL BE SPRAY NOZZLE WITHIN SUFFICIENT PROXIMITY TO THE AREAS H. INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY CULTIVATED TO A DEPTH OF 6'. THOROUGHLY WATERED TO A DEPTH OF 6" AND KEPT TO BE SEEDED. AS PLANTS WILL STAND UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. WITHOUT SUPPORT AND WILL BE ABLE TO RESIST WIND DAMAGE. DETECT ERRORS AND OMISSIONS IN THE PLANS AND 5. AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL 5. PREPARATION: THE SLURRY PREPARATION SHALL TAKE PLACE NEVER ALLOW SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL 8. DEFECTS: ALL DEFECTS IN SOD PLANTING SHALL BE AT THE SITE OF WORK AND SHALL BEGIN BY ADDING WATER TO SUPPORT MATERIALS TO GIRDLE TRUNK OF BRANCHES. THE PROJECT. THEREFORE, IN THE EVENT THAT MDZA TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED THE TANK WHEN THE ENGINE IS AT 1/2 THROTTLE. WHEN THE LANDSCAPE ARCHITECTURE IS OTHERWISE PRECLUDED FROM AND SOIL CONDITIONERS ARE ELIMINATED. HEREIN AT THE CONTRACTOR'S EXPENSE TO THE WATER LEVEL HAS REACHED HEIGHTS OF THE AGITATOR SHAFT, LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH SATISFACTION OF THE OWNER. GOOD CIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME NIGHT OR EARLY MORNING HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. THE SEED SHALL BE ADDED. FERTILIZER SHALL THEN BE ADDED, HOURS. OR CORPORATIONS WHO HAVE PURCHASED THESE PANS COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. FOLLOWED BY THE FIBER MULCH. THE FIBER MULCH SHALL WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, GYPSUM 100 LBS. PER 1000 SQ. FT. ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN J. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING, AND DEFEND MDZA LANDSCAPE ARCHITECTURE AND THEIR THE TANK IS AT LAST 1/3 FILLED WITH WATER. ALL ADJUSTING, AND CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. FIBER MULCH SHALL BE ADDED BY THE TIME THE TANK IS 2/3 REPAIRING THE IRRIGATION EQUIPMENT; AERATING AND TO 3/4 FULL. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN DETACHING TURF AREAS; THE TANK IS FULL. REPLENISHING MULCH; FERTILIZATION; PRUNING, WEEDING, AND REMOVING LITTER IN ALL LANDSCAPED AREAS. MDZA LANDSCAPE ARCHITECTURE PLANNING DESIGN 2320 SECOND AVENUE CORONA DEL MAR, CA 92625 LIC# 2976 PHONE: 949.673.0800 FAX 949.673.0806 O LpNDSCyp� CSS S F I C4TB PoO `R'� 5��� 2976 MICHAEL C. 1� DILLEY SIGNATURE DATE P S 7PORN LA V ^^ '' 4� U 0 Z c.� < (j V) LU O coo 62p < I..L rvO-, - 1 U O0 Z d REVISIONS JOB NO.: DRAWN BY: MD CHECKED BY: MD DATE: June 19, 2017 SCALE: NO SCALE TITLE: PLANTING SPECIFICATIONS SHEET NO.: LP -3 39