Sunnyvale City Council
December 5, 2023

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equipment and facilities are provided and maintained to meet reasonable standards for law enforcement. It is currently not expected that the LSAP itself would necessitate the need to construct a law enforcement facility. The LSAP does not contain any policies regarding the provision of law enforcement services, but public uses such as a police station would be a permitted use in all land use designations, subject to review and City approval. Therefore, law enforcement services impacts would be less than significant under project and cumulative conditions.

The project is required to meet all City site design requirements regarding public safety. The LSAP's adopted buildout, as updated in 2021, is 5,935 new residential units and 1,200,000 new net square feet of Office/R&D uses. As of September 2023, the approved and/or constructed development that has occurred since the LSAP adoption include 1,437 residential units, leaving a remaining 4,498 units for buildout. The proposed project would build 225 units, which is within the remaining LSAP buildout capacity. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain would remain less than significant, and less than cumulatively considerable, respectively.

Schools?
The LSAP EIR stated that projected growth under the LSAP would increase student enrollment in the Sunnyvale, Santa Clara Unified, and Fremont Union High school districts (see Impact 3.11.3.1 and 3.11.3.2). Buildout of the 2016 LSAP’s 2,323 housing units would result in 114 elementary and middle school students attending Ellis Elementary School and/or Sunnyvale Middle School and 52 high school students attending Fremont High School. The 2021 LSAP Update SEIR determined that allowance of 3,612 additional dwelling units within the adopted LSAP boundaries could result in approximately 795 elementary and middle school students and 371 high school students beyond the number anticipated in Impact 3.11.3.1 of the LSAP EIR. The LSAP EIR discussed the potential for enrollment capacity at these schools to be exceeded and concluded that exceeding school capacity is not considered a physical impact under CEQA. The EIR stated that subsequent projects developed under the LSAP would be required to pay applicable school impact fees in accordance with state law. The school districts would address the need for expansion of school facilities or development of new school facilities, and such development would be subject to the appropriate CEQA environmental review. The LSAP impacts were determined to be less than significant.

Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

Parks?
See the discussion, below, in Section 3.15, “Recreation.” Mitigation Measures
No mitigation measures were required for the certified LSAP EIR regarding public services. No additional mitigation measures are required for the project.

Conclusion
The conclusions of the LSAP EIR and the LSAP Update SEIR remain valid, and approval of the project would not result in new or substantially more severe significant impacts to public services.

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4.16 RECREATION
Environmental Issue Area
Where Impact Was
Analyzed in the LSAP
Draft and Final EIR or
the LSAP Update
Draft and Final SEIR.

Any New
Circumstances Involving
New Significant Impacts
or Substantially More
Severe Impacts?
Any New
Information
Requiring New
Analysis or
Verification?
Do Prior
Environmental
Documents
Mitigations
Address/Resolve
Impacts?

16. Recreation
a) Increase the use of existing neighborhood
and regional parks or other recreational
facilities such that substantial physical
deterioration of the facility would occur or
be accelerated?
Draft EIR Setting pp.

3.0-2 and 3.11-11 to

3.11-12
Impacts 3.11.4.1 and

3.11.4.2 Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant
b) Include recreational facilities or require the
construction or expansion of recreational
facilities that
might have an adverse physical
effect on the environment?
Draft EIR Setting pp.

3.11-11 to 3.11-12
Impacts 3.11.4.1 and

3.11.4.2 Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant

4.16.1 Discussion
No substantial change in the regulatory settings related to recreation, described in the LSAP Draft EIR Section 3.11.4, Parks and Community Services, has occurred since certification of the LSAP EIR and the LSAP Update SEIR. a) Increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?
See item b) below.
b) Include recreational facilities or require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment? As addressed in Impact 3.11.4.1 and 3.11.4.2, the additional population associated with the 2016 LSAP (5,622) would generate a demand for approximately 28 acres of park and recreation facilities. With the 2017 LUTE the city-wide demand for parkland would be approximately 698 acres in year 2035. This demand would not occur immediately, but over time as subsequent projects are developed. As required under the City’s Municipal Code Chapter 18.10, subsequent projects, such as the proposed project, would be required to dedicate land, pay a fee in lieu thereof, or both, for park and recreational purposes at a ratio of 5 acres per 1,000 residents. The LSAP has identified measures that could be used to meet the need generated by future development projects and proposes an open space framework illustrating key elements of a parks and open space system for the plan area at a conceptual level (LSAP Draft EIR Figure 2.0-4; see Section 2.0, Project Description). Under the LSAP, approximately 32.5 to 39.0 acres of new open spaces and plazas open to the public throughout the plan area could be established. Per the City’s Municipal Code, subsequent projects would also be required to dedicate land, pay a fee in lieu thereof, or both, for park and recreational purposes at a ratio of 5 acres per 1,000 residents.

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The project is a residential project and would generate direct demand for recreation facilities. The project would construct 225 units. The LSAP assumes 2.42 people per unit of housing (City of Sunnyvale 2016: 3.15). This would result in an approximate addition of 545 people to the Plan Area from the proposed project and a demand for 2.7 acres of park and recreational space per City requirements. The project would comply with requirements and pay the fees required to meet the required ratio of 5 acres of park or recreational space per 1,000 residents.

Typical environmental effects regarding improvements to and use of parks and recreational facilities may involve issues with noise (during construction and with use of playfields and playgrounds), air quality (during the construction of the facility), biological resources (depending on location), historic/cultural resources (depending on location), public services and utilities (demand for police and fire protection, electric, water, and wastewater service), and traffic on a local neighborhood level. The environmental effects of construction and operation of such facilities in the Plan Area have been considered programmatically in the technical analyses of the LSAP Draft EIR as part of overall development of projects anticipated under the LSAP. Impacts on existing facilities and the development of new facilities within the LSAP area would be less than significant under project and cumulative conditions. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid and further analyses is not required.

Mitigation Measures
No mitigation measures were identified in for the certified LSAP EIR and the LSAP Update SEIR regarding recreation, nor are any additional mitigation measures required the project.

Conclusion
No new circumstances or project changes have occurred nor has any new information been identified requiring new analysis or verification. Therefore, the conclusions of the LSAP EIR and the LSAP Update SEIR remain valid, and approval of project would not result in new or substantially more severe significant impacts to recreation.

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4.17 TRANSPORTATION
Environmental Issue Area
Where Impact Was Analyzed
in the LSAP Draft and Final
EIR or the LSAP Update Draft
and Final SEIR.

Any New Circumstances
Involving New
Significant Impacts or
Substantially More
Severe Impacts?
Any New
Information
Requiring New
Analysis or
Verification?
Do Prior
Environmental
Documents
Mitigations
Address/Resolve
Impacts?

17. Transportation. Would the project:
a) Conflict with a program, plan,
ordinance or policy addressing the
circulation system, including transit,
roadway, bicycle, and pedestrian
facilities?

b) Conflict or be inconsistent with
CEQA Guidelines section 15064.3,
subdivision (b)?
Draft SEIR pp. 3.14-22
through 3.14-27
Impact 3.14-1
No No NA, impact remains
less than significant
c) Substantially increase hazards due
to a geometric design feature (e.g.,
sharp curves or dangerous
intersections) or incompatible uses
(e.g., farm equipment)?
Draft EIR Setting pp. 3.4-1 to

3.4-23
Impact 3.4.4
Draft and Final SEIR identified
no change in impact
conclusion
No No NA, impact remains
less than significant
d) Result in inadequate emergency
access?
Draft EIR Setting pp. 3.4-1 to

3.4-23
Impact 3.4.5
Draft and Final SEIR identified
no change in impact
conclusion
No No NA, impact remains
less than significant

4.17.1 Regulatory Setting
The Federal and State regulatory setting for transportation provided on pages 3.4-18 through 3.4-21 of the certified LSAP EIR remain applicable to this analysis. However, an updated description of the adopted changes to the State CEQA Guidelines pursuant to SB 743 that have occurred subsequent to the approval of the LSAP EIR are described below. Additionally, since certification of the LSAP EIR, changes to the City of Sunnyvale and Santa Clara Valley Transportation Authority (VTA) regulatory setting have occurred. These changes are described in detail below. The LSAP Update SEIR evaluated VMT impacts consistent with the 2018 update of the State CEQA Guidelines and City policies regarding VMT.

SENATE BILL 743
SB 743, passed in 2013, required OPR to develop new State CEQA Guidelines that address traffic metrics under CEQA. As stated in the legislation, upon adoption of the new guidelines, “automobile delay, as described solely by level of service (LOS) or similar measures of vehicular capacity or traffic congestion shall not be considered a significant impact on the environment pursuant to this division, except in locations specifically identified in the guidelines, if any.” In December of 2018, OPR published the most recent version of the Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018) which provides guidance for VMT analysis. The Office of Administrative Law approved the updated State CEQA Guidelines and lead agencies had an opt-in period until July 1, 2020 to implement the updated guidelines regarding VMT. As of July 1, 2020, implementation of Section 15064.3 of the updated CEQA Guidelines apply statewide.

Attachment 5

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CITY OF SUNNYVALE COUNCIL POLICY MANUAL
Sunnyvale City Council adopted Council Policy 1.2.8, “Transportation Analysis Policy,” on June 30, 2020; thus, establishing VMT as the primary threshold of significance for analysis of transportation impacts under CEQA. This policy is designed to provide guidance in the preparation of transportation analysis for land use and transportation projects as part of the environmental review process to comply with CEQA (City of Sunnyvale 2020).

Council Policy 1.2.8 requires that all projects evaluate and disclose transportation-related environmental impacts using VMT as the primary metric, as required by CEQA. Additionally, the policy establishes LOS as an operational measurement of intersection efficiency that is also required to be addressed for all projects. However, because a project’s effect on automobile delay no longer constitutes a significant impact under CEQA, LOS is not analyzed here-in.

The following policy requirements related to VMT are applicable to the project:

1. Land Use Projects. For residential and employment projects, projects will use the Countywide Average VMT as the baseline with a VMT reduction threshold set at 15 percent below the baseline to identify potential transportation impacts and propose mitigations.

2. Exemptions. The requirement to prepare a detailed VMT analysis applies to all projects except the following types as these projects will further the City’s goals and policies and will not result in significant transportation impacts.

A. Small Infill Projects (110 daily trips or less).

B. Neighborhood-Serving Retail/Service Development uses (maximum 100,000 square feet total for entire commercial development), similar to uses permitted by right or with a Miscellaneous Planning Permit (MPP) in the C-1 (Neighborhood Business Zoning District) subject to evaluation by the Director of Community Development.

Such uses not considered neighborhood-serving include auto dealerships, car wash/repair facilities, drive-thru restaurants/services, restaurants with banquet halls, hotels, and similar uses that have a regional draw.

C. City Facilities such as fire stations, parks, community centers, branch libraries.

D. Restricted Affordable Housing Projects that meet the following:
(I) For rental developments: At least 25 percent of the proposed residential units dedicated as affordable to households up to 80 percent area median income (AMI). The developer shall meet the requirements for the City’s Rental Inclusionary (Sunnyvale Municipal Code Chapter 19.77), and then may provide the remainder of the required units at low income.
(II) For ownership developments: At least 25 percent of the proposed residential units dedicated as affordable to households up to 120 percent AMI. The developer shall meet the requirements for the City’s Below Market Rate Ownership Inclusionary (Sunnyvale Municipal Code Chapter 19.67). (III) For either type of development: The development may utilize the State Density Bonus, however 25 percent of the total constructed units on site must be deed restricted. Prior to the issuance of any building permit for the project, an Affordable Housing Regulatory Agreement shall be recorded against the parcel(s) which sets rent and occupancy restrictions for fifty-five years and shall run with the land through any change of ownership.

E. Transportation Projects that reduce or do not increase VMT including, but not limited to:
(I) Roadway maintenance, rehabilitation, and safety improvements; (II) Installation or reconfigured traffic lanes to provide left-turns, right-turns, etc.; (III) Conversion of existing lanes to managed or transit lanes; (IV) Multimodal improvements that promote walking, bicycling and transit; (V) Technology projects that optimize intersection operations, and traffic metering systems, detection, cameras, and other electronics designed to optimize traffic flow; Attachment 5

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(VII) Installation of traffic control devices and roundabouts; (VIII) Relocation or removal of parking; and
(IX) Installation of publicly available alternative fuel/charging infrastructure.

F. Transit Supportive Projects (office/R&D projects with a floor area ratio of more than 75 percent or a residential project of at least 35 dwelling units/acre) within ½ mile of an existing major bus stop or existing stop along a high quality transit corridor that meet all of the following requirements:
(I) Support the multimodal transportation network by facilitating access to multimodal transportation with improved pedestrian facilities, bike lanes, transit stops; does not harm or hinder access to multimodal transportation;
(II) Does not exceed maximum parking requirements or propose higher than what is allowed per the development standards;
(III) Is transit oriented in design:
a. Has a walkable design that prioritizes pedestrians; b. Is sustainable, and compact;
c. Facilitates ease of bicycle use;
d. Is focused or centered around transit; and
(IV) Redevelopment of a site which provides at least as many affordable units as previously existed.

3. Transportation Projects. Project types that would likely lead to a measurable and substantial increase in vehicle travel generally include addition of through lanes on existing or new highways, including general purpose lanes, high occupancy vehicle lanes, peak period lanes, auxil iary lanes, or lanes through grade- separated interchanges Transportation projects that add vehicle capacity to the roadway network will be required to analyze:

A. Direct, indirect, and cumulative effects of the transportation project B. Near term and long term induced vehicle travel in total VMT C. Consistency with state and local greenhouse gas reduction goals D. Impacts on the development of multimodal transportation networks E. Impacts on the development of diversity of land uses

4. Regional Projects. For projects such as regional retail, hospitals, stadium, sports complexes, or schools that are not regulated by a Public School District or that require permits from a local jurisdiction, a net increase in total VMT may indicate a significant transportation impact.

PEDESTRIAN ACCESS TO TRANSIT PLAN
VTA adopted the Pedestrian Access to Transit Plan in fall 2017, which “is the first-ever look at pedestrian conditions for VTA’s customers in Santa Clara County and is one component of a larger effort to strengthen and expand VTA's pedestrian program.” The Pedestrian Access to Transit Plan identifies Focus Areas with high bus ridership and the opportunity for pedestrian facility improvements. It also identifies 165 potential capital projects that would improve safety and the quality of the walk to transit, which could potentially increase ridership. VTA staff updated the geographic analysis done for the Pedestrian Access to Transit Pan using 2018 data, which can be used by member agencies, developers, and others to determine the need for pedestrian improvements across Santa Clara County.

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4.17.2 Discussion
a) Conflict with a program, plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle, and pedestrian facilities? Potential conflicts with public transit, bicycle and pedestrian facilities and uses are addressed in Impacts 3.4.1 (public transit), 3.4.2 (bicycle facilities) and 3.4.3 (pedestrian facilities) of the LSAP EIR.

Public Transit
Diversifying land uses and increasing densities envisioned under the LSAP would support the long-term viability of the Lawrence Caltrain station. This could increase the demand for transit services and related facilities. Caltrain is in the process of implementing the Caltrain Modernization Program (CalMod) which includes electrification and other projects that will upgrade the performance, efficiency, capacity, safety, and reliability of Caltrain’s service. The LSAP Update includes the Lawrence Station Sense of Place Plan. The Lawrence Station Sense of Place Plan would require new development in the area to implement or fund a variety of transit and automobile circulation improvements and develop associated design standards and guidelines. It will result in improving transit connections and circulation to and from the Lawrence Caltrain Station.

The project would likely increase the demand for transit in the area, primarily on Caltrain. The project design would comply with LSAP policies regarding site design and would not conflict with any transit service in the area and all existing transit services have sufficient capacity to serve the project. Additionally, the project would provide the benefit of pedestrian access to the Lawrence Caltrain Station via the pedestrian improvements along San Zeno Way and existing pedestrian facilities and crossings. Thus, no new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

Pedestrian and Bicycle
As identified in Impacts 3.4.2 and 3.4.3 of the LSAP EIR, the LSAP identifies various bicycle and pedestrian facility improvements to close the gaps in the existing and planned network. The planned bicycle network would provide a continuous system of Class I and Class II facilities that would allow improved and safe connections throughout the plan area. The LSAP identifies two new bicycle/pedestrian crossings at the Caltrain tracks, one in the vicinity of Calabazas Creek on the east and one in the west side of the plan area connecting Sonora Court to Aster Avenue southwest of the project site. These grade-separated crossings would increase north-south connectivity for bicyclists, as well as pedestrians, and would provide increased safety. The LSAP Update includes the Lawrence Station Sense of Place Plan. The Lawrence Station Sense of Place Plan would require new development in the area to implement a variety of pedestrian, bicycle, and automobile circulation improvements and develop associated design standards and guidelines. It will result in improving bicycle, and pedestrian connections and circulation to and from the Lawrence Caltrain Station.

The project would comply with LSAP policies regarding site design, which require development under the LSAP to be compatible with their surroundings. The LSAP also includes policies regarding street design to create safe and comfortable movement on foot, including streetscape amenities like street trees, and street furniture. New sidewalks would be built around the perimeter of the project site along San Zeno Way and adjacent office parcel along Kifer Road. Additionally, the project would include a publicly-accessible secondary shared use path for bicyclists and pedestrians along the southern frontage of the project site. Direct pedestrian access from the ground floor of the parking garage would be provided for the office buildings to the north. Street trees, precast planters, and seating would be constructed in select locations around the perimeter of the site as well. The new sidewalks and streetscape amenities are part of pedestrian improvements on the site. Bicycle parking would be installed on the ground floor and within the parking garage including an additional 357 Class I and II bicycle parking spaces.

Thus, due to the proposed and planned pedestrian and bicycle improvements and project consistency with LSAP design policies, no new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

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b) Conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b), which pertains to vehicle miles travelled?
Introduction
The LSAP Draft EIR concluded that impacts related to traffic operational impacts would be significant and unavoidable with implementation of all feasible mitigation measures. However, pursuant to SB 743, PRC Section 21099, and California Code of Regulations Section 15064.3(a), generally, VMT is the most appropriate measure of transportation impacts and a project’s effect on automobile delay shall no longer constitutes a significant impact under CEQA. Additionally, on June 30, 2020, Sunnyvale City Council adopted a resolution and Council Policy (Policy

1.2.8, “Transportation Analysis Policy”) establishing VMT as the primary threshold of significance for analysis of transportation impacts under CEQA. Policy 1.2.8, “Transportation Analysis Policy” notes that the City of Sunnyvale will retain LOS as an operational measurement of intersection efficiency but reiterates that a project’s effect on LOS (i.e., automobile delay) is no longer considered an environmental impact under CEQA. Therefore, the transportation analysis here-in evaluates impacts using VMT and does not include LOS analysis. The LSAP Update SEIR addressed VMT impacts under Impact 3.14-1 and concluded that the LSAP Update would result in no new significant effect to VMT, and the impact is not more severe than what the impact in the 2016 LSAP EIR would have been, if analyzed.

VMT Methodology
The City of Sunnyvale has developed and adopted VMT guidelines and thresholds (i.e., Council Policy 1.2.8) to meet the State requirements set by SB 743 and address CEQA Guidelines Section 15064.3. Therefore, the VMT analysis here-in primarily relies on the guidance provided in Council Policy 1.2.8 and CEQA Guidelines Section 15064.3.

State CEQA Guidelines Section 15064.3(b) identifies four criteria for analyzing the transportation impacts of a project.

To determine how the project should be considered, a discussion of the applicable criteria is provided below.

Section 15064.3(b)(1) addresses land use projects. The LSAP is a land use plan that was prepared to guide future development of the area surrounding the Lawrence Caltrain Station. The project would be considered a land use project. Section 15064.3(b)(1) describes that projects with specified proximity to “major” or “high quality” transit should be presumed to cause a less than significant transportation impact. As defined in PRC Section 21064.3, a “major transit stop” means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods. PRC Section 21155(b) defines a high- quality transit corridor as a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours. Additionally, Section 15064.3(b)(1) also describes that projects resulting in a decrease VMT in the project area as compared to existing conditions should also be presumed to have a less than significant effect. Section 15064.3(b)(4), Methodology, explains that the lead agency, (in this case, City of Sunnyvale) has discretion to choose the most appropriate methodology to evaluate VMT subject to other applicable standards, such as CEQA Guidelines Section 15151 (standards of adequacy for EIR analyses).

Sunnyvale Council Policy 1.2.8 defines the requirements for VMT analysis by project type, the criteria under which projects are presumed to result in a less than significant VMT impact and are not required to analyze it, and the thresholds of significance for determining VMT-based transportation impacts under CEQA. As detailed in Council Policy 1.2.8, the VMT analysis for residential and employment projects shall use the Countywide Average VMT as the baseline, and the VMT significance threshold shall be set at 15 percent below the baseline to identify potential transportation impacts and any resulting mitigation.

Additionally, Council Policy 1.2.8 includes a set of criteria under which conforming projects are assumed to be exempt from preparing a detailed VMT analysis. By virtue of conforming to the exemption criteria a project would further the City of Sunnyvale’s goals and policies and would be presumed to result in a less-than-significant impact to VMT.

As detailed in State CEQA Guidelines Section 15064.3(b)(1) and Section 2, “Exemptions,” of Council Policy 1.2.8, “Transportation Analysis Policy,” projects within one-half mile of either an existing major transit stop or a stop along an existing high-quality transit corridor should generally be presumed to cause a less than significant transportation impact.

Additionally, this exemption criterion is generally consistent with the guidance in the OPR Technical Advisory on Attachment 5

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Evaluating Transportation Impacts which states that projects within one-half mile of either an existing major transit stop or a stop along an existing high-quality transit corridor should generally be presumed to cause a less than significant transportation impact.

Analysis
The 2016 LSAP EIR did not include an impact analysis or significance determination related to VMT as it was not required under CEQA at the time. However, the 2021 LSAP EIR did disclose the results of a VMT assessment which determined that implementation of the LSAP would result in a net increase in total VMT as compared to existing conditions but a lower citywide VMT per capita as compared to citywide existing and 2035 no-project scenarios. The stated purpose of the LSAP is to promote greater use of the existing major transit stop of Lawrence Caltrain Station and guide the development of a diverse neighborhood of employment, residential, retail, other support services and open space. The area covered by the adopted LSAP is generally defined by a one-half-mile radius from the Lawrence Caltrain Station. The LSAP area analyzed in the LSAP EIR would conform to the criteria set forth in Council Policy 1.2.8, “Transportation Analysis Policy,” for the presumption of a less-than-significant VMT impact due to a project’s transit supportive nature and its proximity to a high-quality transit corridor and/or major transit stop.

The project would be located 0.1 miles from Lawrence Caltrain Station; and thus, is within one-half mile of a major transit stop. Additionally, Council Policy 1.2.8 requires that a project meet the following criteria to presume a less- than-significant VMT impact for a project based on proximity to a major transit stop or high-quality transit corridor:
 Transit Supportive Projects (office/R&D projects with a floor area ratio of more than 75 percent or a residential project of at least 35 dwelling units/acre) within ½ mile of an existing major bus stop or existing stop along a high-quality transit corridor that meet all of the following requirements:
 Support the multimodal transportation network by facilitating access to multimodal transportation with improved pedestrian facilities, bike lanes, transit stops; does not harm or hinder access to multimodal transportation.  Does not exceed maximum parking requirements or propose higher than what is allowed per the development standards.
 Is transit oriented in design:
 has a walkable design that prioritizes pedestrians;
 is sustainable, and compact;
 facilitates ease of bicycle use;
 is focused or centered around transit; and
 Redevelopment of a site which provides at least as many affordable units as previously existed.

The project would have a residential density of 113 dwelling units/acre, which is achieved through the LSAP Development Incentives Program and State Density Bonus Law.

The project would include multimodal frontage improvements along the north, south and east portions of the site.

The project would include sidewalks around the east perimeter of the project site along San Zeno Way and north perimeter of the adjacent office parcel on Kifer Road. Additionally, the project would include a publicly-accessible secondary shared use path for bicyclists and pedestrians along the southern frontage of the project site. Bicycle parking would be installed on the ground floor including an additional 357 Class I and II bicycle parking spaces.

Therefore, the project would support the multimodal transportation network by facilitating access to multimodal transportation with improved pedestrian facilities; and would not harm or hinder access to multimodal transportation.

Per AB 1763 (Density Bonus Law), the project will be required to provide a minimum of 113 parking spaces at 0.5 spaces per bedroom. The project would construct a parking garage that would accommodate 269 vehicle parking spaces, of which 113 parking spaces would be reserved for residents. Therefore, the project would meet the 1.0 minimum parking ratio per unit
. These spaces include stalls for electric vehicle (EV) charging stations, EV ready circuits, and CalGREEN EV spaces. The project would reduce the number of parking spaces available for office users.

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The increase in density associated with implementation of the project would serve to further enhance the transit- oriented nature of the LSAP plan area by locating a greater number of residents in a multimodal environment, and in close proximity to the Lawrence Caltrain Station. Additionally, as detailed above, the project would enhance the bicycle and pedestrian facilities in the area and connect to the Lawrence Caltrain Station. Therefore, the project is transit-oriented in nature.

Additionally, the project would include 44 affordable units. A total of 36 units would be for low income households and 8 units for very low income households. Therefore, the project would assist in implementing the vision of affordable urban living in the Lawrence Station Area and is consistent with the LSAP land use designations and zoning, including the VMT impact conclusions in the SEIR.

For the reasons detailed above, the project would conform to the criteria set forth in Council Policy 1.2.8 for the presumption of a less-than-significant VMT impact because of a project’s proximity to a high-quality transit corridor or major transit stop. Thus, no new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP Update SEIR remain valid, and no further analysis is required. c) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? As identified in Impact 3.4.4, the LSAP incorporates a “complete streets” approach for circulation planning that accommodates all travel modes. Complete streets are designed and operated to enable safe and convenient access for all users, including pedestrians, bicyclists, and motorists. The LSAP includes several circulation network improvements to provide improved access through the Plan Area. In addition to providing new streets in the LSAP, improvements to existing streets would be implemented to ensure safety for all street users. Extensive bicycle and pedestrian facility enhancements would be implemented, including additional crosswalks, changes in signal timing, and two grade-separated pedestrian/bicycle crossings at the Caltrain tracks. All of the proposed improvements would help reduce the potential for pedestrian/bicycle and vehicle conflicts. All roadway and pedestrian/bicycle facilities would be designed in accordance with City of Sunnyvale standards.

Access to the project sit
e would be provided via two driveways. Office users would access the proposed parking garage from the western edge of the building from the existing drive aisle off Kifer Road. Residential users would access the parking garage from an entry on San Zeno Way. New sidewalks along San Zeno Way would provide access to the Lawrence Caltrain Station. The new sidewalks and streetscape amenities are part of pedestrian improvements on the site. Bicycle parking for up to 357 bicycles would be installed in the parking garage. A publicly- accessible secondary shared use path for bicyclists and pedestrians would be developed along the southern frontage of the project site. The project would comply with LSAP policies regarding site design, which require development under the LSAP to be compatible with their surroundings. Additionally, in accordance with City of Sunnyvale standards, the project would provide adequate sight distance at all access points. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

Caltrain Tracks
As identified in Impact 3.4.4, results of the traffic modeling show that intersection conditions near roadway crossings of the tracks would not worsen as a result of the LSAP, indicating the LSAP-generated traffic volumes at the at-grade crossing would not substantially increase. As such, no substantial increased risk of vehicle/train conflicts is anticipated due to LSAP traffic. The LSAP proposes two new grade-separated crossings at the Caltrain tracks, one on the east side of the plan area and one on the west side. These crossings would be for non-vehicular travel only and would provide two new options for pedestrians and bicyclists traveling between the north and south sides of the LSAP Plan Area to safely cross the tracks. Design and construction of the track crossings would need to be coordinated with Caltrain. Thus, this impact would be less than significant under project and cumulative conditions.

The project would provide direct pedestrian access to the nearby Caltrain station through the construction of sidewalks along San Zeno Way along the project frontage. Vehicular access to the Caltrain Station is provided from San Zeno Way east of the project site. No new significant impacts or substantially more severe impacts would occur.

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Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.
d) Result in inadequate emergency access?
As identified in Impact 3.4.5, the LSAP includes several circulation network improvements to provide improved access through the LSAP Plan Area. The loop road would provide an additional full access point to Central Expressway east of Lawrence Expressway, which could reduce traffic volumes on Lawrence Expressway. Extending the connectivity of Sonora Court to both Kifer Road and the east side of the Lawrence Expressway overcrossing could reduce traffic volumes on Kifer Road. These improvements would provide additional access through and around the LSAP. All improvements would be required to meet City of Sunnyvale roadway design standards. Because the LSAP would provide adequate access for emergency vehicles, impacts would be less than significant for the LSAP.

The project is required to meet all City of Sunnyvale requirements regarding emergency access, including fire access.

The project design shows that all drive aisles on the project site would exceed the minimum 20-foot width requirement for emergency vehicle access and circulation. Thus, no new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

Mitigation Measures
No additional mitigation measures are required for the project.

Conclusion
No new circumstances or project changes have occurred nor has any new information been identified requiring new analysis or verification. Therefore, the conclusions of the LSAP EIR and the LSAP Update SEIR remain valid, and approval of project would not result in new or substantially more severe significant impacts to transportation.

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4.18 TRIBAL CULTURAL RESOURCES

ENVIRONMENTAL ISSUES
Where Impact Was
Analyzed in the LSAP
Draft and Final EIR or
the LSAP Update
Draft and Final SEIR.

Any New Circumstances
Involving New
Significant Impacts or
Substantially More
Severe Impacts?
Any New
Information
Requiring New
Analysis or
Verification?
Do Prior
Environmental
Documents
Mitigations
Address/Resolve
Impacts?

18. Tribal Cultural Resources.

Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:
a) Listed or eligible for listing in the California
Register of Historical Resources, or in a local
register of historical resources as defined in
Public Resources Code section 5020.1(k)?
Draft SEIR pp. 3.3-3
through 3.3-5

No No NA, impact remains
less than significant
b) A resource determined by the lead agency,
in its discretion and supported by
substantial evidence, to be significant
pursuant to criteria set forth in subdivision
(c) of Public Resources Code Section 5024.1.

In applying the criteria set forth in
subdivision (c) of Public Resource Code
Section 5024.1, the lead agency shall
consider the significance of the resource to
a California Native American tribe?

4.18.1 Discussion
Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:
a) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k)?
The LSAP was not subject to AB 52 or SB 18 when the 2016 LSAP EIR was published. Because no potential tribal cultural resources were identified, the 2016 LSAP EIR did not evaluate impacts related to tribal cultural resources.

Amendments to the LSAP evaluated in the SEIR were subject to AB 52 and SB 18. Letters were mailed to 12 tribes on January 11, 2019, inviting them to request consultation under SB 18 or AB 52. Two responses were received, but the responding tribes declined consultation and did not have any comments. The LSAP SEIR concluded that because the LSAP Plan Area is already developed, it is unlikely that tribal cultural resources are present. Adopted LSAP Mitigation Measure 3.10.2 requires text to be included on project plans regarding the steps to be taken should construction crews discover archaeological resources or human remains during project. construction. These steps would also protect previously undiscovered tribal cultural resources during construction, though the presence of tribal cultural resources in the area is unlikely.

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The project would occur within the area as analyzed in the LSAP. The project site contains no recorded archaeological resources and would be subject to adopted LSAP Mitigation Measure MM 3.10.2. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and LSAP Update SEIR remain valid.
b) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe? See analysis under item a) above.

Mitigation Measures
The following adopted mitigation measure was adopted with the LSAP and would continue to remain applicable if the project was approved.

Mitigation Measure MM 3.10.2
All subsequent projects within the LSAP plan area shall be required to include information on the improvement plans that if, during the course of grading or construction cultural resources (i.e., prehistoric or historic sites) are discovered, work will stop in that area and within 100 feet of the find until a qualified archaeologist can access the significance of the find and, if necessary, develop appropriate treatment measures as part of a treatment plan in consultation with the City and all other appropriate agencies. The treatment plan shall include measures to document and protect the discovered resource. Consistent with CEQA Guidelines Section 15126.4 (b)(3), preservation in place will be the preferred method of mitigating impacts to the discovered resource. Pursuant to Government Code Section 6254.10, information on the discovered resource shall be confidential.

Conclusion
No new circumstances or project changes have occurred nor has any new information been found that would result in new significant or substantially more severe impacts that those identified in the LSAP EIR and LSAP Update SEIR.

Therefore, the conclusions of the LSAP EIR and the LSAP Update SEIR remain valid, and approval of the project would not result in new or substantially more severe significant impacts to tribal cultural resources.

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4.19 UTILITIES AND SERVICE SYSTEMS
Environmental Issue Area
Where Impact Was
Analyzed in the LSAP
Draft and Final EIR or
the LSAP Update
Draft and Final SEIR.

Any New
Circumstances Involving
New Significant Impacts
or Substantially More
Severe Impacts?
Any New
Information
Requiring New
Analysis or
Verification?
Do Prior
Environmental
Documents
Mitigations
Address/Resolve
Impacts?

19. Utilities and Service Systems. Would the project:
a) Require or result in the relocation or
construction of construction of new or
expanded water, wastewater treatment or
stormwater drainage, electric power, natural
gas, or telecommunication facilities, the
construction or relocation of which could
cause significant environmental effects?
Draft EIR Setting pp.

3.11-14 to 3.11-34, and
pp. 3.11-44 to 3.11-47.

Impact 3.11.5.2,

3.11.5.4, 3.11.6.1,

3.11.6.2, 3.11.6.3, and

3.11.8.1 Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant
b) Have insufficient water supplies available to
serve the project and reasonably
foreseeable future development during
normal, dry and multiple dry years?
Draft EIR Setting pp.

3.11-14 to 3.11-24
Impact 3.11.5.1 and

3.11.5.3 Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant
c) Result in a determination by the wastewater
treatment provider that serves or may serve
the project that it has inadequate capacity
to serve the project’s projected demand, in
addition to the provider’s existing
commitments?
Draft EIR Setting pp.

3.11-30 to 3.11-34
Impact 3.11.6.1,

3.11.6.2, and 3.11.6.3
Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant
d) Generate solid waste in excess of State or
local standards, or in excess of the capacity
of local infrastructure, or otherwise impair
the attainment of solid waste reduction
goals?
Draft EIR Setting pp.

3.11-37 to 3.11-41
Impact 3.11.7.1 and

3.11.7.3 Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant
e) Fail to comply with federal, state, and local
management and reduction statutes and
regulations related to solid waste?
Draft EIR Setting pp.

3.11-37 to 3.11-41
Impact 3.11.7.2
Draft and Final SEIR
identified no change
in impact conclusion
No No NA, impact remains
less than significant

4.19.1 Discussion
Since completion of the LSAP Draft EIR, the City of Sunnyvale has adopted a 2015 Urban Water Management Plan (UWMP). The LSAP Water Supply Assessment (WSA) was based in part on information from the City’s 2010 UWMP.

While there is some variation between the WSA and 2015 UWMP in the estimates of water supply and demand for build out of the City, both the WSA and 2015 UWMP conclude that there is adequate water supply available to meet Attachment 5

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normal, single-dry, and multiple-dry year conditions. Thus, the 2015 UWMP does not substantially change the water supply impact analysis provided in the LSAP EIR. The LSAP Update SEIR included an update to the WSA that concluded there would be adequate water supply available to meet normal, single-dry, and multiple-dry year conditions.

The City’s NDPES permit was updated in February 2020; effluent amount and requirements are regulated by the San Francisco Bay Regional Water Quality Control Board under Order No. R2-2020-0002 (NPDES permit number CA0037621). The permitted values contained in the new permit are similar to those in the prior permit which expired in 2019.
a) Require or result in the relocation or construction of construction of new or expanded water, wastewater treatment or stormwater drainage, electric power, natural gas, or telecommunication facilities, the construction or relocation of which could cause significant environmental effects?
Wastewater and Water Treatment Facilities
As addressed in Impacts 3.11.5.2, 3.11.5.4, 3.11.6.1, 3.11.6.2, and 3.11.6.3 in the LSAP EIR and in the LSAP Update and its SEIR, LSAP contributions to water demand and wastewater are anticipated to be accommodated with existing infrastructure facilities. The LSAP Draft EIR acknowledges that there may be some future need to upgrade infrastructure within the LSAP area. The LSAP EIR programmatically evaluates the potential environmental impacts of such improvements, including potential impacts ranging from traffic control and emergency access (Section 3.4- Transportation and Circulation), air quality ((Section 3.5 - Air Quality), noise (Section 3.6), biological resources (3.9 Biological Resources), hazardous materials (Section 3.3 Hazards and Human Health), and cultural impacts (Section

3.10 Cultural Resources) that may result from construction of future subsequent facilities within the LSAP Plan Area.

Mitigation measures discussed in these sections would apply to any potential significant impacts from subsequent infrastructure improvements that occur within the LSAP planning area.

The LSAP Update identified the following wastewater facility improvements as part of a sewer impact fee for the area:
 upsizing of the existing 10-inch vitrified clay pipe (VCP) sewer main in San Zeno Way to a 12-inch PVC sewer main;
 upsizing of the existing 10-inch VCP sewer main at the intersection of Willow Avenue and Aster Avenue to an 18- inch PVC sewer main; and
 upsizing of the existing 27-inch VCP sewer main in Lawrence Expressway to a 30-inch PVC sewer main.

The LSAP Update SEIR evaluated the environmental impacts of these improvements.

The project would construct an eight-story residential building containing 225 residential units and other supporting facilities such as a parking garage, courtyards and landscaping, and space for solid waste disposal and collections. On site facilities improvements for connections to existing utilities such as water, sewage, gas, electricity, solid waste, telecommunication, and driveway improvements would be constructed. New storm drainage would be constructed for the building and then connected to existing storm drain lines to be diverted through a bioretention basin before flowing into off-site stormwater conveyance.

The project would result in an increase in water demand and wastewater generation relative to existing conditions on the project site. Refer to the discussion under item a) above for analyses on wastewater generation impacts resulting from the proposed project. Water demand for the LSAP Update is estimated to be 1,501 acre-feet per year and would be able to be accommodated by existing water supplies and facilities per the analysis provided in LSAP Update WSA.

The project consists of 225 units. The LSAP Update WSA used a generation rate of 170 gpd per high density residential unit for water demand. The project would construct 225 units and would generate approximately 42.8 acre-feet per year (AFY) of water demand, which is within the net additional water demand of 2,274 AFY estimate anticipated for the LSAP. Potable water demand would be met with existing water supplies. On-site improvements Attachment 5

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would consist of utility connections to existing water and wastewater conveyance facilities. No new wastewater treatment or conveyance facilities would need to be constructed or expanded off site.

The demand generated by the project would fall within the development estimates analyzed by the LSAP EIR and the LSAP Update SEIR. The project would not result in a significant new demand for water or wastewater treatment facilities beyond existing City capacity. Additionally, the project is required to pay impact fees to contribute towards the wastewater facility improvements identified in the LSAP Update SEIR. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

Electrical and Natural Gas Facilities
Impact 3.11.8.1 in the LSAP EIR identifies that PG&E currently provides electrical and natural gas services to Sunnyvale and would continue to provide these services to future development resulting from projects developed in the LSAP.

PG&E is required by the California Public Utilities Commission to update the existing systems to meet any additional demand. PG&E builds new infrastructure on an as-needed basis. Any electrical and natural gas distribution lines, substations, transmission lines, delivery facilities, and easements required to serve buildout of the Lawrence Station Area Plan would be subject to CEQA review by PG&E. However, it is expected that much of the distribution infrastructure would be collocated with other utilities underground within roadway rights-of-way to minimize the extent of environmental effects. The LSAP EIR and the LSAP Update SEIR determined that buildout of the LSAP would not specifically trigger the need for off-site energy facility improvements, and no large-scale plan area improvements are anticipated.

The project would remove a surface parking lot on a 2-acre project site and would construct an eight-story residential building containing 225 residential units and other supporting facilities such as on-site parking, landscaping and bioretention, and space for solid waste disposal and collections. Onsite facilities improvements for connections to existing utilities such as water, sewage, electricity, solid waste, and driveway improvements would be constructed (See Planning Application Submittal Plans – sheet 42- Preliminary Utility Plan). Existing telecommunications lines would be used. As noted in the project description, the proposed building would be developed as an all-electric energy structure with no natural gas connection. Connections to municipal storm drains would be located along the northwest corner of the building. Existing gas, communication, and electricity lines are also located just outside the property boundary.

Project operation would increase electricity consumption at the project site relative to existing conditions. The project’s electricity demands would be served by PG&E. The project’s land use and development intensities are consistent with the LSAP and what was assumed in the energy consumption analysis of the LSAP EIR. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

Stormwater Drainage Facilities
See analysis under 3.9, “Hydrology and Water Quality”, for a discussion of storm drainage impacts. The project includes on-site drainage improvements (see project design plans– sheet 43- Preliminary Stormwater Management Plan, Appendix A). No offsite drainage improvements are proposed for the project. Therefore, no impact would occur in this regard. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.
b) Have in sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years? As described in LSAP EIR Impact 3.11.5.1 and 3.11.5.3, cumulative development in Sunnyvale, including in the LSAP, would result in a net additional water demand of 2,274 AFY. The LSAP Update WSA identified that the LSAP Update would increase water demand to 1,501 AFY, an increase of 688 AFY over the 813 AFY assumed in the LSAP EIR. The LSAP Update Draft SEIR tables 3.15-3, 3.15-4, and 3.15-5 identify LSAP Update water demands as well as the proposed Downtown Specific Plan Amendment Project water demands on City water supplies under normal, single dry, Attachment 5

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multiple dry year conditions between 2020 and 2040. Under all scenarios, the City has adequate water supply to accommodate the increase in demand from the LSAP Update.

Water demand for the LSAP area was estimated to be 1,501 AFY and would be able to be accommodated by existing water supplies and facilities. The project consists of 225 units. The LSAP Update WSA used a generation rate of 170 gpd per high density residential unit for water demand. The project would construct 225 units and would generate approximately 42.8 AFY of water demand. Potable water demand would be met with existing water supplies. The project is consistent with LSAP land use designations and population growth that were utilized in the LSAP Update WSA and the City 2015 Urban Water Management Plan. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.
c) Result in a determination by the wastewater treatment provider that serves or may serve the project that it has inadequate capacity to serve the project’s projected demand, in addition to the provider’s existing commitments? As addressed in Impact 3.11.6.1 (Exceedance of wastewater discharge requirements), 3.11.6.2 (Wastewater conveyance and Treatment) and 3.11.6.3 (Cumulative Wastewater Service Impacts), increased population associated with the LSAP would result in an additional approximately 0.62 million gallons per day (mgd) of wastewater flows. The maximum permitted dry weather flow capacity for the City’s water treatment facility is 29.5 mgd, and 40 mgd for peak wet weather flow capacity, according to the City’s NDPES permit (San Francisco Bay RWQCB under Order No. R2-2020- 0002 [NPDES permit number CA0037621]). A report prepared for the City in 2013 to support the Water Pollution Control Master Plan (WPC Master Plan) estimated that buildout conditions through 2035 would result in and average daily water flow (ADWF) of 19.5 mgd. ADWF treated by the Water Pollution Control Plant (WPCP) when the LSAP EIR was certified was approximately 11.4 mgd. Existing land uses within the LSAP Plan Area boundary are estimated to generate approximately 0.35 mgd of wastewater flows. The increased population anticipated from LSAP overall would result in an additional approximately 0.62 mgd of wastewater flows. With the addition of anticipated flows from the LSAP, total wastewater flows handled by the WPCP would be approximately 12 mgd, which is under the within the

19.5-mgd ADWF design flow capacity assumed under the WPC Master Plan, and under the 29.5 mgd capacity permitted. The LSAP Update SEIR identified an additional increase of 0.96 mgd from the LSAP Update in daily flows to the WPCP that would still be well below permitted capacity (LSAP Update Draft SEIR page 3.15-23). Further, compliance with water conservation efforts (e.g., General Plan Policy EM-2.1 and CAP Measure WC-2) would help reduce indoor water use and the amount of wastewater requiring treatment. In the LSAP Draft EIR, the City identified that wastewater flows actually declined from 2006-2015, representing a 10 year trend despite increases in population and an influx of daytime workers.

No increase in industrial or commercial land uses or other types of land uses typically associated with hazardous pollutant discharges to the sewer system are proposed. Furthermore, the LSAP Draft EIR mentions that approximately 10 percent of the WPCP flow is treated to a higher level than required for discharge to meet the requirements for disinfected tertiary recycled water as specified in Title 22 of the California Code of Regulations and then delivered to customers for non-potable uses, primarily irrigation. The project would not violate RWQB standards permitted in volume, or in pollutant type of concentration.

The project consists of residential use and associated landscaping and would generate a net of 22,500 gallons per day of wastewater (BKF 2022). This would equate to 0.02 million gallons per day, which remains under the 0.35 million gallons per seconds addition estimated as a result of implementation of the LSAP. No increase in industrial or commercial land uses or other types of land uses typically associated with hazardous pollutant discharges to the sewer system are proposed. Therefore, the project would not conflict with Regional Water Quality Control Board Standards.

No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

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d) Generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals?
As identified in Impact 3.11.7.1 and 3.11.7.3, the LSAP would generate approximately 19.6 tons per day of solid waste, which would represent approximately 2 percent of the SMaRT Station throughput (or 1.3 percent of maximum permitted throughput) and less than 1 percent of the permitted daily throughput for the Kirby Canyon Landfill. The LSAP EIR stated that, on an annual basis, the LSAP would generate approximately 7,154 tons of solid waste that would be disposed of at the Kirby Canyon Landfill or at the Monterey Peninsula Landfill. Additional growth in surrounding communities, such as Mountain View, Santa Clara, and Cupertino, would also generate solid waste. New development estimated to occur under the proposed LUTE update and the LSAP would increase the generation of solid waste in Sunnyvale. By 2035, approximately 412,979 pounds (206.49 tons) of solid waste would be generated per day in Sunnyvale (including the contribution from the LSAP). This amount of waste represents approximately 12.6 percent of the permitted daily throughput of the Kirby Canyon Landfill or 5.9 percent of the throughput at the Monterey Peninsula Landfill. Therefore, regional landfill facilities would be able to serve the growth expected to occur in the region as well as under the LSAP. The LSAP Update Draft SEIR identified that the additional residential units under LSAP Update would generate approximately 14 tons of solid waste per day beyond what was identified in the LSAP EIR (LSAP Update Draft SEIR page 3.15-28). While the LSAP Update would increase solid waste generation in the City, the LSAP Update Draft SEIR identified that there is adequate capacity at the SMaRT Station, Kirby Canyon Landfill, and Monterey Peninsula Landfill to accommodate the total generated (LSAP Update Draft SEIR page 3.15-29).

Project demolition of the existing parking lot would require a demolition permit. As explained in the LSAP EIR, as part of the demolition permitting process, applicants are required to follow a list of general requirements based on the California Green Building Code and the Sunnyvale Municipal Code. A portion of the requirements includes consideration of deconstructing and/or salvage of reusable building materials to minimize the amount of demolition materials disposed of at landfills. The project is consistent with LSAP land use designations and population growth estimates that were utilized in the LSAP EIR and the LSAP Update SEIR solid waste analysis. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and LSAP Update SEIR remain valid, and no further analysis is required. e) Fail to comply with federal, state, and local management and reduction statutes and regulations related to solid waste?
As discussed in Impact 3.11.7.2, Sunnyvale had a waste diversion rate of 66 percent as of 2011, and under current methods for tracking progress with AB 939, the per capita disposal rates are less than the targets. The City has developed its Zero Waste Strategic Plan, intended to identify the new policies, programs, and infrastructure that are intended to move the City toward its Zero Waste goals of 75 percent diversion by 2020 and 90 percent diversion by 2030. According to the latest Sunnyvale Materials Recovery and Transfer Station (SMaRT Station) report from 2018- 2019, approximately 67,734 pounds (lbs) out of 149,245 lbs of solid waste from Sunnyvale residents was diverted from landfills, which represents a diversion rate of approximately 60 percent (City of Sunnyvale et al. 2020).

Additionally, the City of Sunnyvale committed to the waste reduction programs, plans, and policies that would apply to new development in the LSAP. Construction of subsequent projects under the LSAP that would result in demolition or renovation of existing structures would generate solid waste, and the City requires the recycling and reuse of materials to reduce landfill disposal. Therefore, the LSAP would not conflict with a federal, state, or local statute or regulation related to solid waste disposal.

The project would not generate solid waste more than what was evaluated in the LSAP EIR and LSAP Update SEIR and is required to comply with solid waste reduction standards. No new significant impacts or substantially more severe impacts would occur. Therefore, the findings of the certified LSAP EIR and the LSAP Update SEIR remain valid, and no further analysis is required.

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Mitigation Measures
No mitigation measures were identified in the certified LSAP EIR and LSAP Update SEIR regarding utilities or energy, nor are any additional mitigation measures required for the project.

Conclusion
No new circumstances or project changes have occurred nor has any new information been identified requiring new analysis or verification. Therefore, the conclusions of the LSAP EIR and LSAP Update SEIR remain valid, and approval of project would not result in new or substantially more severe significant impacts to utilities or energy.

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4.20 WILDFIRE

ENVIRONMENTAL ISSUES
Where Impact Was
Analyzed in the
LSAP Draft and
Final EIR or the
LSAP Update Draft
and Final SEIR.

Any New
Circumstances
Involving New
Significant Impacts or
Substantially More
Severe Impacts?
Any New
Information
Requiring New
Analysis or
Verification?
Do Prior
Environmental
Documents
Mitigations
Address/Resolve
Impacts?

20. Wildfire.

Is the project located in or near state responsibility areas or lands classified as high fire hazard severity zones? If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the project:
a) Substantially impair an adopted
emergency response plan or emergency
evacuation plan?
Draft SEIR Section

1.3 No No NA, impact remains
less than significant
b) Due to slope, prevailing winds, and other
factors, exacerbate wildfire risks, and
thereby expose project occupants to
pollutant concentrations from a wildfire or
the uncontrolled spread of a wildfire?
Draft SEIR Section

1.3 No No NA, impact remains
less than significant
c) Require the installation of associated
infrastructure (such as roads, fuel breaks,
emergency water sources, power lines or
other utilities) that may exacerbate fire risk
or that may result in temporary or
ongoing impacts to the environment?
Draft SEIR Section

1.3 No No NA, impact remains
less than significant
d) Expose people or structures to significant
risks, including downslope or downstream
flooding or landslides, as a result of runoff,
post-fire slope instability, or drainage
changes?
Draft SEIR Section

1.3 No No NA, impact remains
less than significant

4.20.1 Discussion
The LSAP SEIR analyzed wildfire impacts in Section 1.3, “Effects Found Not to be Significant.” As described on page 1- 3 of the Draft SEIR, No Fire Hazard Severity Zones, state responsibility areas, Very High Fire Hazard Severity Zones, or local responsibility areas are located in or adjacent to Sunnyvale. Given that the city is urbanized and not adjacent to large areas of open space or agricultural lands that are subject to wildland fire hazards, no impacts associated with exposure to wildland fire would occur.
a) Substantially impair an adopted emergency response plan or emergency evacuation plan?
See Section 4.9, “Hazards and Hazardous Materials”, item f). b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire?
As described on page 1-3 of the LSAP Draft SEIR, No Fire Hazard Severity Zones, state responsibility areas, Very High Fire Hazard Severity Zones, or local responsibility areas are located in or adjacent to Sunnyvale. Given that the city is urbanized and not adjacent to large areas of open space or agricultural lands that are subject to wildland fire hazards, no impacts associated with exposure to wildland fire would occur.

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The project site is surrounded by urbanized uses and would not be subject to wildland fire risks. No impact would occur. No changes to the location of the project have occurred and no changes to the risks from wildfires have occurred since approval of the LUTE. Therefore, no impact would occur. c) Require the installation of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? See analysis for item b) above.
d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes?
See Section 4.9, “Hazards and Hazardous Materials”, item g).

Mitigation Measures
No mitigation measures were identified in the certified LSAP EIR and LSAP Update SEIR regarding wildfire, nor are any additional mitigation measures required for the project.

Conclusion
No new circumstances or project changes have occurred nor has any new information been found requiring new analysis or verification. Therefore, the conclusions of the LSAP EIR and the LSAP Update SEIR remain valid, and approval of the project would not result in new or substantially more severe significant wildfire impacts.

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4.21 MANDATORY FINDINGS OF SIGNIFICANCE
Environmental Issue Area
Where Impact Was
Analyzed in the LSAP
Draft and Final EIR or
the LSAP Update
Draft and Final SEIR.

Any New Circumstances
Involving New
Significant Impacts or
Substantially More
Severe Impacts?
Any New
Information
Requiring New
Analysis or
Verification?
Do Prior
Environmental
Documents
Mitigations
Address/Resolve
Impacts?

21. Mandatory Findings of Significance.
a) Does the project have the potential to
degrade the quality of the environment,
substantially reduce the habitat of a fish or
wildlife species, cause a fish or wildlife
population to drop below self-sustaining
levels, threaten to eliminate a plant or
animal community, substantially reduce the
number or restrict the range of an
endangered, rare or threatened species or
eliminate important examples of the major
periods of California history or prehistory?
Draft EIR Sections 3.9,
Biological Resources,
and 3.10, Cultural
Resources
Draft and Final SEIR
identified no change
in impact conclusion
No No Yes, impacts would
remain less than
significant with the
application of the
adopted mitigation
measure.
b) Does the project have impacts that are
individually limited, but cumulatively
considerable? (“Cumulatively considerable”
means that the incremental effects of a
project are considerable when view in
connection with the effects of past projects,
the effects of other current projects, and
the effects of probable future projects)?
Draft EIR Sections 3.1
through 3.13
Draft SEIR pp. 4-21
and 4-22
Impact 4-22
No No Yes, impacts would
remain less than
significant with the
application of the
adopted mitigation
measure except for
Impact 4-22
(Cumulative
Wastewater Service
Impacts) that would
remain cumulatively
considerable and
significant and
unavoidable.
c) Does the project have environmental effects
which will cause substantial adverse effects
on human beings, either directly or
indirectly?
Draft EIR Sections 3.3,
Hazards and Human
Health; 3.5, Air
Quality; and 3.6,
Noise
Draft and Final SEIR
identified no change
in impact conclusion
No No Yes, impacts would
remain less than
significant with the
application of the
adopted mitigation
measure.

CONCLUSION
The LSAP Update SEIR identified one new cumulatively considerable and significant and unavoidable impact that was not identified in the LSAP EIR associated with cumulative wastewater services. The LSAP Update would result in a net increase in wastewater compared to what was assumed for the LSAP in the City’s LUTE and WPCP Master Plan. Therefore, there would not be sufficient planned capacity at the WPCP to treat wastewater for existing and planned development and buildout of the LSAP Update. The City will be updating the WPCP Master Plan in the near future to include sufficient treatment capacity for existing and planned development and additional growth, including the City’s amended Downtown Specific Plan and the LSAP Update, and subsequent environmental review Attachment 5

Environmental Checklist Ascent Environmental
City of Sunnyvale
1150-1170 Kifer Road Environmental Checklist 4-87
for the WPCP Master Plan update shall be completed by the City. The specific design and improvements needed are unknown at this time.

All approved mitigation in the LSAP EIR and the LSAP Update SEIR would continue to be implemented with the proposed project, as indicated in this checklist. Therefore, no new significant impacts would occur with implementation of the project.

Attachment 5

Environmental Checklist Ascent Environmental
City of Sunnyvale
4-88 1150-1170 Kifer Road Environmental Checklist
This page intentionally left blank.

Attachment 5

City of Sunnyvale
1150-1170 Kifer Road Environmental Checklist 5-1
5 LIST OF PREPARERS

5.1 LIST OF PREPARERS
City of Sunnyvale Community Development Department
George Schroeder ............................................................................................................................................................... Principal Planner Ascent Environmental
Pat Angell......................................................................................................................................................................... Principal-in-Charge Kari Zajac .............................................................................................................................................................................. Project Manager Dimitri Antoniou ........................................................................................................ Air Quality/GHG Emission/Noise Senior Review Reida Khan ......................................................................................................................................................... Air Quality/GHG Emissions Alta Cunningham ................................................................................................................................ . Cultural Resources Senior Review Gayiety Lane ................................................................................................................................................................................... Publications Michele Mattei ............................................................................................................................................................................... Publications Corey Alling .......................................................................................................................................................................................... Graphics Brian Perry ............................................................................................................................................................................................ Graphics

Attachment 5

List of Preparers Ascent Environmental
City of Sunnyvale
5-2 1150-1170 Kifer Road Environmental Checklist
This page intentionally left blank.

Attachment 5

City of Sunnyvale
Aster Avenue Environmental Checklist 6-1
6 REFERENCES
BAAQMD. See Bay Area Air Quality Management District.

BASIN. See Basin Research Associates.

Basin Research Associates. 2022. (January 18). Archaeological Resources Assessment Report – 2.0 Acre Parcel 1150-1170 Kifer Road, City of Sunnyvale, Santa Clara County. Prepared for Prometheus Real Estate Group, Inc. San Mateo, CA.

Bay Area Air Quality Management District. 2017a. 2017 Bay Area Clean Air Plan. Available:
http://www.baaqmd.gov/~/media/files/planning-and-research/plans/2017-clean-air-plan/attachment-a_- proposed-final-cap-vol-1-pdf.pdf?la=en. Accessed October 4, 2022. ———. 2017b. 2017 CEQA Air Quality Guidelines. Available: https://www.baaqmd.gov/~/media/files/planning-and- research/ceqa/ceqa_guidelines_may2017-pdf.pdf?la=en. Accessed October 4, 2022. ———. 2022a. BAAQMD Health Risk Calculator Beta 4.0. Available:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/tools/baaqmd-health-risk-calculator- beta-4-0-xlsx.xlsx?la=en&rev=dab7d85a772d45caa9c99e59395bf12d. Accessed October 12, 2022. ———. 20 22b. Stationary Source Screening Map. Available:
https://baaqmd.maps.arcgis.com/apps/webappviewer/index.html?id=845658c19eae4594b9f4b805fb9d89a3.

Accessed October 12, 2022.
———. 2022c. Justification Report: CEQA Thresholds for Evaluating the Significance of Climate Impacts From Land Use Projects and Plans. Available: https://www.baaqmd.gov/~/media/files/planning-and- research/ceqa/ceqa-thresholds-2022/justification-report-pdf.pdf?la=en. Accessed on December 8, 2022.

BKF, Engineers. 2022. (August 5). 1150-1170 Kifer Road, Sunnyvale, CA – Sanitary Sewer Analysis. Prepared for City of Sunnyvale, Public Works Department.

California Air Resources Board. 2005. Air Quality and Land Use Handbook: A Community Health Perspective. Available:
https://www.arb.ca.gov/ch/handbook.pdf Accessed October 4, 2022. ———. 20 22a. California ambient air quality standards. Available: https://ww2.arb.ca.gov/resources/california- ambient-air-quality-standards. Accessed October 7, 2022. ———. 2022b. Maps of State and Federal Area Designations. Last updated October 2020. Available:
https://ww2.arb.ca.gov/resources/documents/maps-state-and-federal-area-designations. Accessed November 8, 2022.

California Department of Transportation. 2020. Transportation and Construction Vibration Guidance Manual. CT- HWANP-RT-20-365.01.01. April. Available: https://dot.ca.gov/-/media/dot-media/programs/environmental- analysis/documents/env/tcvgm-apr2020-a11y.pdf. Accessed: September 2022.

California Energy Commission. 2019. The 2019 California Energy Efficiency Action Plan. Available:
https://www.energy.ca.gov/filebrowser/download/1900. Accessed on October 26, 2022.

California Geological Survey. 2002 (February). Earthquake Required Zones of Investigation San Jose Quadrangle Official Map. Accessed September 9, 2022.

California Air Pollution Control Officers Association. 2017. California Emissions Estimator Model. Available:
http://www.aqmd.gov/caleemod/home. Accessed on October 4, 2022.

California Air Pollution Officers Association. CAPCOA. See California Air Pollution Control Officers Association.

CARB. See California Air Resources Board.

Attachment 5

References Ascent Environmental
City of Sunnyvale
6-2 1150-1170 Kifer Road Environmental Checklist
CEC. See California Energy Commission
City of Sunnyvale, City of Mountain View, City of Palo Alto. SMaRT Station Annual Report 2018-2019. 2020 (April).

Available online: https://www.sunnyvale.ca.gov/home/showpublisheddocument/2996/637822784553930000.

Accessed September 14, 2021.

CNDDB. See California Natural Diversity Database.

CNPS. See California Native Plant Society.

EPA. See US Environmental Protection Agency.

Federal Transit Administration. 2018 (September). Transit Noise and Vibration Impact Assessment Manual. FTA Report No. 0123. Available: https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research- innovation/118131/transit-noise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf.

Assessed November 2022.

FTA. See Federal Transit Administration.

H. T. Harvey. See. H. T. Harvey & Associates.

H. T. Harvey & Associates. 2022 (August 2). 1150-1170 Kifer Road Biological Resources Report. Prepared for Prometheus Real Estate Group, San Mateo, CA.

MTC. See Metropolitan Transportation Commission.

Metropolitan Transportation Commission. 2018. Priority Development Areas. Available: https://mtc.ca.gov/our- work/plans-projects/focused-growth-livable-communities/priority-development-areas. Accessed November 23, 2022.
———. 2021 (October). Plan Bay Area 2050. Available:
https://www.planbayarea.org/sites/default/files/documents/Plan_Bay_Area_2050_October_2021.pdf. Accessed November 23, 2022.

Monarch Consulting Arborists. 2022 (July 26). Arborist’s Report Tree Inventory and Assessment. 1150 and 1170 Kifer Road, Sunnyvale, CA 94086. Prepared for Prometheus Real Estate Group, Inc. Prepared by Richard Gessner.

Prometheus. 2022 (August 5). 1150-1170 Kifer Sunnyvale, California Planning Submittal. Prepared by Jones Architecture and BDE Architecture.

Rockridge. See Rockridge Geotechnical.

Rockridge Geotechnical. 2022 (January). Preliminary Geotechnical investigation for Proposed Residential Building 1150- 1170 Kifer Road, Sunnyvale, CA. Prepared for Prometheus Real Estate Group, San Mateo, CA.

Salter, Inc. 2023 (February 16). 1150-1170 Kifer Road Residences Environmental Noise Report. Prepared for Prometheus Real Estate Group, Inc. Prepared by Niko Abenoja.

Santa Clara Valley Urban Runoff Pollution Prevention Program. 2016 (June). C.3 Stormwater Handbook: Guidance for Implementing Stormwater Requirements for New Development and Redevelopment Projects. Prepared by EOA, Inc., Oakland, CA.

Sunnyvale, City of. 2016 (May). Lawrence Station Area Plan Draft Environmental Impact Report. Prepared by Michael Baker International, Rancho Cordova, CA.
———. 2018 (July). Climate Action Plan 2018 Biennial Progress Report. ———. 201 9. Sunnyvale’s Climate Action Playbook. Available: https://sunnyvaleclimateaction.org/action-plan#content.

Accessed November 2022.

Attachment 5

Ascent Environmental References
City of Sunnyvale
1150-1170 Kifer Road Environmental Checklist 6-3
———. 2020. Transportation Analysis Policy. Council Policy Manual. Available:
https://www.sunnyvale.ca.gov/home/showpublisheddocument/744/637819125762530000. Accessed October 3, 2022.
———. 202 1 (May). Lawrence Station Area Plan Update/Intuitive Surgical Corporate Campus Project Draft Environmental Impact Report (State Clearinghouse No. 2091012022). Available:
https://www.sunnyvale.ca.gov/home/showpublisheddocument/1858/637820916092470000 ———. 2021b . Reach Codes Requirements. Available: Reach Codes Requirements Nonresidential (ca.gov). Accessed on October 5, 2022.

SCVURPPP. See Santa Clara Valley Urban Runoff Pollution Prevention Program.

Tetra Tech, Inc. December 2021. Phase I Environmental Site Assessment 2-Acre Parking Lot Portion of 1150-1170 Kifer Road Sunnyvale, CA. Prepared for Prometheus Real Estate Group, San Mateo, CA. ———. 2022 (November). Screening Level Phase II Environmental Site Assessment [for the] Commercial Property (Parking Lot) 1150-1170 Kifer Road, Sunnyvale California. Prepared for Prometheus Real Estate Group, San Mateo, CA.

US Environmental Protection Agency. 2022a. Ground-Level Ozone Pollution. Available: https://www.epa.gov/ground- level-ozone-pollution/ozone-national-ambient-air-quality-standards-naaqs#additional-resources. Accessed on October 6, 2022.
———. 2022b. Criteria Air Pollutants. Available: https://www.epa.gov/criteria-air-pollutants/naaqs-table. Accessed on October 6, 2022.
———. 2022c. Nonattainment Areas for Criteria Pollutants (Green Book). Available: https://www.epa.gov/green-book.

Accessed on November 8, 2022.

Attachment 5

References Ascent Environmental
City of Sunnyvale
6-4 1150-1170 Kifer Road Environmental Checklist
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Attachment 5

Appendix A
Project Site Plans

Attachment 5

JULY 05, 2023 (Revised 9.12.2023)
1150-1170 KIFER Sunnyvale, California
1 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

TABLE OF CONTENTS
2 LU SUBMITTAL 05 JULY 05, 2023
INTRO

ZONING & DATA

SITE CONTEXT

RENDERINGS

ZONING DIAGRAMS
CIVIL
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142

LANDSCAPE ARCHITECTURE

EXHIBITS
Cover
Table of Contents
Project Summary
Overall Site Plan
Site Photos - Looking out
Site Photos - Looking in
Context Map
Rendering - Northeast Corner View
Rendering - Main Entry Vignette
Rendering - North Elevation View
Rendering - Townhomes Views
Rendering - North Path View
Rendering - 2nd Entry Vignette
Rendering - West Vignette
Rendering - South Elevation View
Rendering - Southeast View
Rendering - Shared Use Path Vignette - West
Rendering - Shared Use Path Vignette - East
Land Coverage
Building Height
Setback - San Zeno Way
Setback - Shared Use Path
Active Use
Open Space Area
Not used - sheet omitted
Landscape Area
Site Circulation
Horizontal Building Articulation
Horizontal Building Articulation
Vertical Modules Diagrams
Elevation Diagrams
Roof Height Variation Diagrams
Building Context
Window openings - Savoy
TM1.0 Tentative Parcel Map
C1.0 Existing Conditions and Tree Removal Plan
C2.0 Preliminary Site Plan
C2.1 Overall Preliminary Site Plan
C3.0 Preliminary Grading and Drainage Plan
C4.0 Preliminary Utility Plan
C5.0 Preliminary Stormwater Management Plan
C6.0 Fire and Vehicular Access Exhibit
C7.0 Future Right-of-Way
Overall Site Plan - Key Map Existing Conditions
Landscape Area - Lot 2 Office Building
Landscape Area - Lot 1 Residential Building
Report, Notes and Plan - Arborist Report
Tree Protection Details - Arborist Report
Tree Protection & Removal Plan 1 of 2
Tree Protection & Removal Plan 2 of 2
Materials Plan 1 of 2
Materials Plan 2 of 2
Materials Plan Level 4
Materials Plan Level 8
Site Furnishing
Site Surfaces
Site Plan 1 of 2 - Irrigation
Site Plan 2 of 2 - Irrigation
Site Plan - Irrigation Level 4
Site Plan - Irrigation Level 8
General Site Notes - Irrigation
Notes & Details - Irrigation
Notes & Details - Irrigation
Notes & Details - Irrigation
Notes & Details - Irrigation
Notes & Details - Irrigation
Water Calculations - Irrigation
Water Effecient Checklist - Lot 2 Office
Water Effecient Checklist - Lot 1 Office
Hydrozone Plan 1 of 2 - Landscape Site Plan
Hydrozone Plan 2 of 2 - Landscape Site Plan
Hydrozone Plan - Landscape Plan Level 4
Hydrozone Plan - Landscape Plan Level 8
Landscape Site Plan - Planting Plan 1 of 2 - Site Plan
Ground Level Office Proposed Planting Sheet 1 of 2
Ground Level Office Proposed Planting Sheet 2 of 2
Landscape Site Plan - Planting Plan 2 of 2 - Site Plan
Ground Level Site Proposed Planting Sheet 1 of 2
Ground Level Site Proposed Planting Sheet 2 of 2
Planting Plan - Landscape Plan Level 4
4th Level Proposed Planting
Planting Plan - Landscape Plan Level 8
8th Level Proposed Planting
Lighting Plan
Landscape Sections
Landscape Sections
Landscape Sections
Site Plan
Ground Story Plan
2nd Story Plan
3rd Story Plan
4th Story Plan
5th Story Plan
6th Story Plan
7th Story Plan
8th Story Plan
Roof Plan
Building Elevations
Building Elevations
Building Sections
Material Palette - North
Material Palette - South
Material Board
Unit Layout Examples
Overall Site Parking
Ground Story Parking
2nd Story Parking
3rd Story Parking
Metal Screen Greenwall 1 of 2
Metal Screen Grennwall 2 of 2
Architectural Lighting Plan
Lighting Site Plan
Site Photometrics
Garage Door Design
Bicycle Racks
Lockable Storage
In-Unit Storage Story Plans
In-Unit Storage Typical Floor Plans
Rooftop Visibility
Building Cornice
Guardrail Details
Base - Brick Texture
Control Joint Detail
Window Details - Thin Brick
Sunnyvale Gateway Sign - Lawrence Station
Trash Exibit - Trash Enclosure
Trash Exhibit - Site Plan
Trash Exhibit - Upper Stories
Trash Exhibit - Main Trash Collection Rooms
Trash Exhibit - Secondary Trash Collection Room
Trash Exhibit - Trash Staging Enclosure
Trash Exhibit - Trash Pickup Truck Maneuver
GPR Checklist
ROW Photometric Plan
Rooftop Sight Line - Lawrence Expy
Rooftop Sight Line - Sorona Ct
Rooftop Sight Line - Kifer Rd
Attachment 5

PROJECT SUMMARY
3 LU SUBMITTAL 05 JULY 05, 2023
1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH
0 0 1 6 5 6 6 6 30 13.3%
0 0 9 22 24 24 24 22 125 55.6%
4 0 5 9 10 12 12 10 62 27.6%
800000 0 0 8 3 . 6 %
12 0 15 37 39 42 42 38 225 100.0%
9,824 4,912 12,542 29,396 32,014 34,824 34,620 29,970
3,560 0 454 3,067 0 0 0 740
4,320 1,600 4,100 5,380 4,700 4,700 4,700 5,800
30,775 35,686 37,079 0 0 0 0 0
6,265 5,450 7,650 480 480 480 480 480
54,744 47,648 61,825 38,323 37,194 40,004 39,800 36,990

CIRCULATION (SF)

PARKING (SF)
21,765
1,359
91,833
67,6862 BEDROOM 1,092
7351 BEDROOM
356,528
10,868

RESIDENTIAL AMENITIES & FITNESS (SF)
188,102
7,821
35,300
103,540
TOTAL UNITS 188,102836

NET RENTABLE (SF)

UTILITY / MEP / BIKE PARKING (SF)

TOTAL GROSS (SF)
3 BED TOWNHOMES

STUDIOS
RATIO

UNITS BY FLOOR
COUNT
17,715591

CATEGORY

TOTAL (SF)

UNIT AVG (SF)UNIT TYPE
1150 - 1170 KIFER RD.

SUNNYVALE, CA 94086

KIFER RD

LAWRENCE EXPY

VICINITY MAP

SITE AREA

LSAP ZONING

LAND USE TYPE

SETBACKS

REQUIRED PROPOSED REFERENCE
ZONING HEIGHT MAX 100'-0" 88'-6" P. 21
LOT COVERAGE MAX 80% 69% P. 20
OPEN SPACE 50 SF / UNIT
(11,200 SF) 45,000 SF P. 25
LANDSCAPE AREA 20% BASE
(40% = 5 PTS.) 35,312 SF P. 27, 49
RESIDENTIAL UNITS 225 P. 93 - 100
CLUBHOUSE / AMENITY ROOM AREA 450 SF 2,188 SF P. 96 & P 100 * NO EXPANSION OF THE OFFICE USE IS OCCURING / PROPOSED. ONLY PROPOSING AN ADJUSTMENT TO THE PARCEL SIZE

ZONING INFO
87,156 SF (2 ACRES)
MXD-1

MULTI FAMILY RESIDENTIAL
FRONT - 15'
REAR - 10'
SECONDARY BIKE PATH - 22'
SIDE - 10'
1ST - 3RD STORY
4TH - 8TH STORY

CONSTRUCTION TYPE
TYPE 1A: 161,010 SF
TYPE IIIA: 195,516 SF

PROPOSED BUILDING INFO

APPLICABLE CODES

SUNNYVALE MUNICIPAL CODES (SMC)
2022 CALIFORNIA BUILDING CODES
SUNNYVALE AMENDMENTS TO THE CALIFORNIA FIRE CODE (SMC 16.52) 2022 CALIFORNIA FIRE CODE (CFC)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES AND STANDARDS EXISTING 1150 LOT SIZE
EXISTING 1170 LOT SIZE

PROPOSED MODIFIED LOT SIZE

SITE SQFT
EXISTING 1150 OFFICE SF 46,849 sf
EXISTING 1170 OFFICE SF 57,649 sf
PROPOSED FAR NO CHANGE - 104,498 SF
OFFICE EXISTING PARKING 394 TOTAL EXISTING PARKING STALLS

OFFICE PARKING REQUIRED

EXISTING TO REMAIN

PROPOSED SHARED PARKING STALLS
TOTAL OFFICE PARKING 288 MIN / 418 MAXIMUM
OFFICE CAR SHARE REQUIREMENT 5% OF OFFICE PARKING

OFFICE BICYCLE PARKING REQUIRED EXISTING REFERENCE
CLASS I 14 15 P. 109 & P. 28
CLASS II 4 29 P. 109 & P. 28
STUDIO
1 BED
2 BED
3 BED
TOTAL
STATE DENSITY BONUS PARKING RATIO .5 SPACES PER UNIT

EV PARKING TYPE REQUIRED PROPOSED REFERENCE
65% LEVEL 1 EV READY SPACE (SHARED) 101 101 P. 110-112 35% LEVEL 2 ELECTRIC VEHICLE CHARGING STATIONS (SHARED) 55 55 P. 110-112 65% LEVEL 1 ELECTRIC VEHICLE READY CIRCUIT (RESIDENTIAL) 73 73 P. 110-112 35% LEVEL 2 ELECTRIC VEHICLE CHARGING STATIONS (RESIDENTIAL) 40 40 P. 110-112

BICYCLE PARKING REQUIRED PROPOSED REFERENCE
CLASS I 1 / 4 UNITS = 57 357 P. 111-112
CLASS II 1 / 15 UNITS = 15 22 P. 55

STORAGE REQUIRED PROPOSED REFERENCE
STUDIO 1 / UNIT: 200 CF 225 UNITS P. 120-122,
1 BED 1 / UNIT: 200 CF & P. 111-112
2 BED+ 1 / UNIT: 300 CF
1 / UNIT = 125

RESIDENTIAL AUTOMOBILE PARKING
1 / UNIT = 30
FAR: 41%
FAR: 61%
114,084 sf (2.62 ACRES)
139,608 SF (3.20 ACRES)
166,546 SF (3.82 ACRES)

PROPOSED
243 TO BE REMOVED
FAR
FAR: 41%
148 STALLS
156 STALLS
304 STALLS
16 STALLS

EV PARKING
225 UNITS = 113 STALLS

1.25 / UNIT = 78

1.7 / UNIT = 14
247

OFFICE SITE PARCEL

OFFICE AUTOMOBILE PARKING

OFFICE BUILDING SQFT / FAR

LOT SIZE
Attachment 5

OVERALL SITE PLAN
4 LU SUBMITTAL 05 JULY 05, 2023
EV
EV
EV
SL
AL

SAN ZENO WAY
KIFER RD.

LAWRENCE EXPRESSWAY
(E) ONE STORY OFFICE

BUILDING
(E) ONE STORY OFFICE

BUILDING

SOUTH PARCEL
2 ACRES
SITE PLAN 1/40 SCALE
MARCH 10, 2022 LU35
170 SAN ZENO WAY
SUNNYVALE, CA 94086
1" = 40'-0"LU35
1 STE PLAN
EV
EV
EV
SL
AL

SAN ZENO WAY
KIFER RD.

LAWRENCE EXPRESSWAY
(E) ONE STORY OFFICE

BUILDING
(E) ONE STORY OFFICE

BUILDING

SOUTH PARCEL
2 ACRES
SITE PLAN 1/40 SCALE
MARCH 10, 2022 LU35
170 SAN ZENO WAY
SUNNYVALE, CA 94086
1" = 40'-0"LU35
1 STE PLAN
EVA

EVASECONDARY BIKE PATH
SCALE : 1” = 80’
TREE #696
TREE #706
TREE #696
TREE #706

SAN ZENO W
AY
KIFER RD.

LAWRENCE EXPRESSWAY

EXISTING OFFICE

BUILDING
1150 KIFER RD

SOUTH PARCEL

2.00 ACRES

EXISTING OFFICE

BUILDING
1170 KIFER RD

NORTH PARCEL

3.82 ACRES
PROPOSED 8 STORY

RESIDENTIAL BUILDING

OVERALL SITE PLAN
MAY 24, 2023 LU4
170 SAN ZENO WAY
SUNNYVALE, CA 94086

PROPOSED GATEWAY SIGNAGE LOCATION,

SEE EXHIBIT SHEETS FOR GATEWAY SIGNAGE
DESIGN AND DIMENSIONS.
40FT X 40FT CORNER VISION TRIANGLE

PROPOSED PROPERTY LINES

EXISTING PROPERTY LINES

PROPOSED WAYFINDING SIGNAGE,

SEE EXHIBIT SHEETS FOR GATEWAY SIGNAGE

DESIGN AND DIMENSIONS,
EV
EV
EV
SL
AL

SAN ZENO WAY
KIFER RD.

LAWRENCE EXPRESSWAY
(E) ONE STORY OFFICE

BUILDING
(E) ONE STORY OFFICE

BUILDING

SOUTH PARCEL
2 ACRES
SITE PLAN 1/40 SCALE
MARCH 10, 2022 LU35
170 SAN ZENO WAY
SUNNYVALE, CA 94086
1" = 40'-0"LU35
1 STE PLAN
20’ 40’ 80’ 160’
Attachment 5

SITE PHOTOS

N SAN ZENO WA
Y
1 2
3 4
1 AERIAL SITE VIEW
3 SE SAN ZENO WAY LOOKING NORTH
2 NE SAN ZENO WAY LOOKING SOUTH
4 EXISTING OFFICE COURTYARD
5 LU SUBMITTAL 05 JULY 05, 2023

PROJECT SITE
Attachment 5

SITE PHOTOS

N SAN ZENO WA
Y
1 2
4 3
2 SOUTH ACCESS TO SITE1 NORTH ACCESS TO SITE
4 EAST PROPERTY EDGE3 WEST PROPERTY EDGE
(SAVOY - NEIGHBORING PROPERTY)
6 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

CONTEXT MAP
7 LU SUBMITTAL 05 JULY 05, 2023

KIFER ROAD

LAWRENCE

EXPRESSWAY
SONORA CT.

SAN ZENO WAY

LAWRENCE CALTRAIN

STATION
1150-1170 KIFER ROAD

PROJECT SITE
Attachment 5

NORTH EAST CORNER VIEW
8 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

MAIN ENTRY VIGNETTE
9 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

NORTH ELEVATION VIEW
10 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

TOWNHOMES VIGNETTE
11 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

NORTH PATH VIGNETTE
12 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

2ND ENTRY VIGNETTE
13 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

WEST VIGNETTE
14 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

SOUTH ELEVATION VIEW
15 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

SOUTHEAST VIEW
16 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

SHARED USE PATH VIGNETTE - WEST
17 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

SHARED USE PATH VIGNETTE - EAST
18 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

ZONING DIAGRAMS
19 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

LAND COVERAGE
N

LAND COVERAGE
20 LU SUBMITTAL 05 JULY 05, 2023
185.20'200.00'

LAND COVERAGE
AUGUST 21, 2022 LU12
170 SAN ZENO WAY
SUNNYVALE, CA 94086

LAND COVERAGE
REQUIRED: NOT TO EXCEED 80%
LOT SF: 87,156 SF
PROVIDED: LAND COVERAGE: 65%
PROPOSED GROUND STOR Y FOOTPRINT: 56,856 SF

EXISTING OFFICE SITE LAND COVERAGE
EXISTING LOT AREA: 253,702 SF
1150 KIFER RD PARCEL: 114,094 SF (2.62 ACRES)
1170 KIFER RD PARCEL: 139,608 SF (3.20 ACRES)
PROPOSED MODIFIED SITE AREA: 166,546 SF (3.82 ACRES)

TOTAL LAND COVERAGE: 51,494 SF
EXISTING BUILDING FOOTPRINT: 31%
1150 KIFER RD. GROUND STORY FOOTPRINT: 23,142 SF
1170 KIFER RD. GROUND STORY FOOTPRINT: 28,352 SF

SETBACK REQUIREMENTS
FRONT YARD: 15FT MIN SIDE Y ARD: 10FT MIN REAR Y ARD: 10FT MIN PUBLIC SHARED USE PATH: 22FT MIN 10’
10’ 15’
22’

FRONT YARDSAN ZENO WAY

PUBLIC SHARED-USE PATH

SIDE YARD

REAR YARD
1150 KIFER RD.

EXISTING OFFICE

BUILDING
1170 KIFER RD.

EXISTING OFFICE

BUILDING

PROPOSED BUILDING

FOOTPRINT
Attachment 5

BUILDING HEIGHT
21 LU SUBMITTAL 05 JULY 05, 2023

ELEVATION DIAGRAMS
MARCH 02, 2023 LU19
170 SAN ZENO WAY
SUNNYVALE, CA 94086
92’-2”
100’-0” MAX ALLOWED BUILDING HEIGHT
SAN ZENO T.O. CURB

MAX ALLOWED BUILDING HEIGHT
T.O. PARAPET
58’-4”
158’-4”
148’-6”

ZONING BUILDING HEIGHT
Attachment 5

SETBACK - SAN ZENO WAY
22 LU SUBMITTAL 05 JULY 05, 2023

FRONT YARD SETBACK

MAX PROPOSED

ADDITIONAL SETBACK

MAX PROPOSED

ADDITIONAL SETBACK

SAN ZENO WAY SAN ZENO WAY SAN ZENO WAY SAN ZENO WAY
FRONT YARD SETBACKSETBACK ABOVE 50FT SETBACK ABOVE 50FTFRONT YARD SETBACK FRONT YARD SETBACK

FRONT YARD SETBACKFRONT YARD SETBACK
R.O.W.R.O.W.

SETBACK ABOVE 50FTSETBACK ABOVE 50FT
ZONING SETBACK REQ’D ABOVE 50’
PLAN
PROPOSED SETBACK 1st & 2nd STORIES
PLAN
PROPOSED SETBACK 3rd, 5th-7th STORIES
PLAN
PROPOSED SETBACK 4th STORY
PLAN
PROPOSED SETBACK 8th STORY

WALL SECTION

REQUIRED SETBACK - FRONT YARD

WALL SECTION

PROPOSED SETBACK - FRONT YARD
PROVIDED SETBACK AREA: 1,100 SF
REQ’D SETBACK AT FRONT YARD < 50FT : 15FT
REQ’D SETBACK AT FRONT YARD > 50FT: 30 FT
TOTAL SETBACK AREA REQ’D ABOVE 50FT: 6,220 SF
TOTAL PROVIDED SETBACK AREA: 7,585 SF
PROVIDED SETBACK AREA PER FLR: 840 SF
MAX PROPOSED SETBACK: 13FTMAX PROPOSED ADDITIONAL SETBACK: 20FTMAX PROPOSED ADDITIONAL SETBACK: 12FT MAX PROPOSED SETBACK: 17FT PROVIDED SETBACK AREA: 1,300 SF PROVIDED SETBACK AREA : 1,298 SF 15’12’ 20’
12’
20’ 17’
15’ 15’ 15’15’ 15’
15’15’
15’15’
50’50’
31’

PROPOSED SETBACK LINE

CITY STAFF CONFIRMED THE USE OF A DBL WAIVER CAN BE USED LSAP DESIGN GUIDELINE: RB-UDG5
Attachment 5

SETBACK - SHARED-USE PATH
23 LU SUBMITTAL 05 JULY 05, 2023
M
170 S

SUNNYVA

SETBACKS
MARCH 7, 2022 LU13
170 SAN ZENO WAY
SUNNYVALE, CA 94086

SETBACKS
MARCH 7, 2022 LU13
170 SAN ZENO WAY
SUNNYVALE, CA 94086
OVERALL AREA REQUIRED AT SETBACK ABOVE 50FT: 7,417 SF
OVERALL AREA PROVIDED AT SETBACK ABOVE 31 FT : 13.600 SF ZONING SETBACK REQ’D ABOVE 50’ ZONING SETBACK REQ’D ABOVE 50’ ZONING SETBACK REQ’D ABOVE 50’

PROPOSED SETBACK LINEPROPOSED SETBACK LINE
SETBACK ABOVE 50FT
SETBACK ABOVE 50FT

SHARED-USE PATH SETBACK

SHARED-USE PATH SETBACK

SECONDARY BIKE PATH
R.O.W.
22’97’

SECONDARY PATH
R.O.W.

SETBACK ABOVE 50FT
22’15’22’15’
50’
PLAN

PROPOSED SHARED-USE PATH SETBACK

WALL SECTION

PROPOSED SHARED-USE PATH SETBACK

WALL SECTION

REQUIRED SHARED-USE PATH SETBACK
N
31’-6”

CITY STAFF CONFIRMED THE USE OF A DBL WAIVER CAN BE USED Attachment 5

ACTIVE USE
N

EXTERIOR COMMUNITY PLAZA

ACTIVE USE
24 LU SUBMITTAL 05 JULY 05, 2023
59'

ACTIVE - USE
AUGUST 05, 2022 LU14B
170 SAN ZENO WAY
SUNNYVALE, CA 94086

GROUND STORY ACTIVE USE

SAN ZENO WAY ACTIVE USE

SHARED-USE SECONDARY PATHWAYENLARGED BICYCLE & PEDESTRIAN PATHWAY DN
ELEV 1 & 2

OFFICE PARKING
ELEV 3

UTILITY
1143 SF

MAINTENANCE
479 SF

ELECTRICAL
TRASH
89 STALLS
RAMP
LOBBY
ELEV 4
RR
OFFICE
BOH

PACKAGE
LOBBY
MAIL
PARLOR
BOILER
TRASH
3 BED TOWNHOME 3 BED TOWNHOME 2 BED TOWNHOME 3 BED TOWNHOME 3 BED TOWNHOME 3 BED TOWNHOME2 BED TOWNHOME2 BED TOWNHOME2 BED TOWNHOME 3 BED TOWNHOME
3 BED TOWNHOME
3 BED TOWNHOME

LOADING ZONE

OFFICE PARKING
ENTRY
RAMP
621 SF

TRANSFORMERS
379 SF

ELECTRICAL
UP
233 SF

DOM WATER
296 SF

FIRE PUMP
511 SF

ELECTRICAL
123 4 5 67 89 10 11 12 13 14 15 16 17
18 19
20 21
22 23 2425 26 2728 2930 3132 33 3435 36 3738 39 40
41 42
43 44
45 54 53 5251 50 4948 47 46 63 62 6160 59 5857 56 55 65 64 77 78 7980 81 8283 84 85 68 69 7071 72 7374 75 76 66 67 ELEC
ELEC

GROUND STORY
JULY 20, 2022 LU37
170 SAN ZENO WAY
SUNNYVALE, CA 94086
1/16" = 1'-0"LU37
1 GROUND STORY
N
DN
ELEV 1 & 2

OFFICE PARKING
ELEV 3

UTILITY
1143 SF

MAINTENANCE
479 SF

ELECTRICAL
TRASH
89 STALLS
RAMP
LOBBY
ELEV 4
RR
OFFICE
BOH

PACKAGE
LOBBY
MAIL
PARLOR
BOILER
TRASH
3 BED TOWNHOME 3 BED TOWNHOME 2 BED TOWNHOME 3 BED TOWNHOME 3 BED TOWNHOME 3 BED TOWNHOME2 BED TOWNHOME2 BED TOWNHOME2 BED TOWNHOME 3 BED TOWNHOME
3 BED TOWNHOME
3 BED TOWNHOME

LOADING ZONE

OFFICE PARKING
ENTRY
RAMP
621 SF

TRANSFORMERS
379 SF

ELECTRICAL
UP
233 SF

DOM WATER
296 SF

FIRE PUMP
511 SF

ELECTRICAL
123 4 5 67 89 10 11 12 13 14 15 16 17
18 19
20 21
22 23 2425 26 2728 2930 3132 33 3435 36 3738 39 40
41 42
43 44
45 54 53 5251 50 4948 47 46 63 62 6160 59 5857 56 55 65 64 77 78 7980 81 8283 84 85 68 69 7071 72 7374 75 76 66 67 ELEC
ELEC

GROUND STORY
JULY 20, 2022 LU37
170 SAN ZENO WAY
SUNNYVALE, CA 94086
ORY
N

SEMI-PRIVATE RESIDENTIAL UNITS

ACTIVE USE PROGRAMMED SPACE ALONG SAN ZENO
(MAIN ENTRY, LEASING OFFICE, COMMUNITY GATHERING SPACE AND EXTERIOR COMMUNITY PLAZA)

ACTIVE-USE SECONDARY BICYCLE & PEDESTRIAN PATHWAY

BICYCLE & PEDESTRIAN PATHWAY
Attachment 5

USEABLE OPEN SPACE AREA

FOURTH STORY OPEN SPACE
25 LU SUBMITTAL 05 JULY 05, 2023
3 -
5 6
5042 677 (50% of 1,354)1259 6,978

USEABLE OPEN SPACE AREA
MAY 10, 2023 LU25
170 SAN ZENO WAY
SUNNYVALE, CA 94086
15,614
15,614
9333
21,173
3 -
5 6
5042 677 (50% of 1,354)1259 6,978

USEABLE OPEN SPACE AREA
MAY 10, 2023 LU25
170 SAN ZENO WAY
SUNNYVALE, CA 94086
15,614
15,614
9333
21,173

OPEN SPACE AREA

AN OUTDOOR OR UNENCLOSED AREA ON THE GROUND, OR ON A ROOF, BALCONY, DECK, PORCH, POOL

AREA, PATIO OR TERRACE OR RECREATION BUILDING, WHEN DESIGNED AND ACCESSIBLE FOR OUTDOOR

LIVING, RECREATION, PEDESTRIAN ACCESS OR LANDSCAPING, BUT EXCLUDING PARKING FACILITIES, DRIVEWAYS, UTILITIES, SERVICE OR STORAGE AREAS.

REQUIRED:
50 SF PER UNIT = 11,200 SF

PROVIDED: 4TH STORY COURTYARD AREA: 13,616 SF
AREA ATLEAST 12FT IN ANY DIRECTION AND GREATER THAN 200 SQFT: 5,042 SF FRONT YARD AREA (50% COUNTED TOWARDS USEABLE OPEN SPACE): 677 SF TOTAL OPEN SPACE: 19,335 SF
4TH STORY COURTYARD AREA: 13,616 SF

GROUND STORY OPEN SPACE
OUTDOOR GROUND AREA: 5,042 SF
FRONT YARD AREA (50%) : 677 SF
Attachment 5

SHEET OMITTED
26 LU SUBMITTAL 05 JULY 05, 2023
Attachment 5

GROUND STORY LANDSCAPE AREA
4TH STORY LANDSCAPE AREA 8TH STORY LANDSCAPE AREA
N
N N

LANDSCAPE AREA
27 LU SUBMITTAL 05 JULY 05, 2023
9,770 SF
10,253 SF
4,824 SF
WEST COURTYARD VEGETATION: 3,209 SF
WEST COURTYARD HARDSCAPE: 1,615 SF
WEST COURTYARD TOTAL: 4,824 SF
EAST COURTYARD VEGETATION: 2,407 SF
10,115 SF
8TH STORY AMENITY DECKS VEGETATION AREA:
8TH STORY AMENITY DECKS LANDSCAPE AREA: TOTAL 350 SF
TOTAL 350 SF
1,720 SF (EXCLUDED)

LANDSCAPE AREA
AUGUST 21, 2022 LU23
170 SAN ZENO WAY
SUNNYVALE, CA 94086

LANDSCAPE AREA
LSAP MINIMUM :

INCENTIVE :
20% (17,433 SF)
25%-30% (21,791 SF) = 3 POINTS
35% (30,507 SF) = 5 POINTS
PROVIDED : GROUNND STORY =
4TH STORY =
8TH STORY =
TOTAL =
17,855 SF
14,856.5 SF
2,070 SF
34,782 SF (40%) = 5 POINTS
SITE AREA 87,165 SF
9,770 SF
10,253 SF
4,824 SF
WEST COURTYARD VEGETATION: 3,209 SF
WEST COURTYARD HARDSCAPE: 1,615 SF
WEST COURTYARD TOTAL: 4,824 SF
EAST COURTYARD VEGETATION: 2,407 SF
10,115 SF
8TH STORY AMENITY DECKS VEGETATION AREA:
8TH STORY AMENITY DECKS LANDSCAPE AREA: TOTAL 350 SF
TOTAL 350 SF
1,720 SF (EXCLUDED)

LANDSCAPE AREA
AUGUST 21, 2022 LU23
170 SAN ZENO WAY
SUNNYVALE, CA 94086

LANDSCAPE AREA
LSAP MINIMUM :

INCENTIVE :
20% (17,433 SF)
25%-30% (21,791 SF) = 3 POINTS
35% (30,507 SF) = 5 POINTS
PROVIDED : GROUNND STORY =
4TH STORY =
8TH STORY =
TOTAL =
17,855 SF
14,856.5 SF
2,070 SF
34,782 SF (40%) = 5 POINTS
SITE AREA 87,165 SF
9,770 SF
10,253 SF
4,824 SF
WEST COURTYARD VEGETATION: 3,209 SF
WEST COURTYARD HARDSCAPE: 1,615 SF
WEST COURTYARD TOTAL: 4,824 SF
EAST COURTYARD VEGETATION: 2,407 SF
10,115 SF
8TH STORY AMENITY DECKS VEGETATION AREA:
8TH STORY AMENITY DECKS LANDSCAPE AREA: TOTAL 350 SF
TOTAL 350 SF
1,720 SF (EXCLUDED)

LANDSCAPE AREA
AUGUST 21, 2022 LU23
170 SAN ZENO WAY
SUNNYVALE, CA 94086

LANDSCAPE AREA
LSAP MINIMUM :

INCENTIVE :
20% (17,433 SF)
25%-30% (21,791 SF) = 3 POINTS
35% (30,507 SF) = 5 POINTS
PROVIDED : GROUNND STORY =
4TH STORY =
8TH STORY =
TOTAL =
17,855 SF
14,856.5 SF
2,070 SF
34,782 SF (40%) = 5 POINTS
SITE AREA 87,165 SF

LANDSCAPE AREA
A PORTION OF A SITE PLANTED WITH VEGETATION UTILIZED FOR SCREENING OR ORNAMENTATION. FOR

PURPOSES OF COMPUTATION OF LANDSCAPED AREA AS THAT TERM IS USED IN THIS TITLE, AUTOMOBILE

PARKING AREAS, STORAGE AREAS, VEHICULAR WAYS AND SPECIFICALLY PERMITTED UNENCLOSED USES SHALL NOT BE CONSIDERED AS LANDSCAPING.

REQUIRED:
20% OF LOT (87,156 SF x .20) = 17,431 SF
INCENTIVE: 35% = 5 POINTS (87,156 SF x .35) = 30,505 SF PROVIDED: GROUND STORY: 20,023 SF
4TH STOR Y: 14,939 SF
8TH STOR Y: 350 SF
TOTAL: 35,312 SF = 40.5%
MAIN ENTRANCE & TOWNHOME WALK (NORTH & EAST): 9,770 SF
SHARED USE PATH: 10,253 SF
WEST AMENITY DECK: 4,824 SF

EAST AMENITY DECK: 10,115 SF
AMENITY DECK PLANTERS: 350 SF
TOTAL LANDSCAPED AREA PROVIDED: 35,312 SF
35,312 SF = 40.5% OF GROSS FLOOR AREA (87,156 SF)SHARED USE PATH: 10,253 SF EAST AMENITY DECK: 10,115 SF
MAIN ENTRANCE & TOWNHOME WALK (NORTH & EAST): 9,770 SF
WEST AMENITY DECK: 4,824 SF AMENITY DECK PLANTERS: 350 SF Attachment 5

SITE CIRCULATION
N
28 LU SUBMITTAL 05 JULY 05, 2023

SITE CIRCULATION

SITE CIRCULATION
MARCH 02, 2023 LU17
170 SAN ZENO WAY
SUNNYVALE, CA 94086

PEDESTRIAN CIRCULATION

BICYCLE CIRCULATION

VEHICLE CIRCULATION

VEHICLE PARKING

CLASS II BICYCLE PARKING

PEDESTRIAN ENTRY

CIRCULATION LEGEND
1150 KIFER RD.

EXISTING OFFICE

BUILDING
1170 KIFER RD.

EXISTING OFFICE

BUILDING

RESIDENTIAL PARKING

TO TRAIN STATION

OFFICE ENTRY

PEDESTRIAN CONNECTION
KIFER RD.

SAN ZENO WAY

OFFICE PARKING
P
P P
P
P
P
P
P
P
Attachment 5

HORIZONTAL BUILDING ARTICULATION

CITY STAFF CONFIRMED THE USE OF A DBL WAIVER CAN BE USED LSAP DESIGN GUIDELINE: BMA-UDG4
29 LU SUBMITTAL 05 JULY 05, 2023
< 175’ < 175’
124’43’ 50’
165’
50’70’
70’ 49’ 11’ 27’
70’ 50’ 48’ 62’
82’
40’
1’- 6”
2’- 4” 2’- 4” 4’- 6”
1’- 6”

HORIZONTAL BUILDING ARTICULATION
N

INTERPRETED HORIZONTAL MODULE DIAGRAM
< 175’
< 175’
< 175’
< 175’
< 175’
< 175’
< 175’
N
PROPOSED HORIZONTAL MODULE DIAGRAM - 1ST - 3RD LVLS
EVERY 175 LINEAR FEET OF FACADE SHALL HAVE A MINIMUM WALL RECESS / OPENING OF AT LEAST 15FT WIDE BY 15FT DEEP (AREA: 225 SF)
PER LSAP BMA-UDG4
Attachment 5

HORIZONTAL BUILDING ARTICULATION

CITY STAFF CONFIRMED THE USE OF A DBL WAIVER CAN BE USED LSAP DESIGN GUIDELINE: BMA-UDG4
30 LU SUBMITTAL 05 JULY 05, 2023

HORIZONTAL BUILDING ARTICULATION
10’10’
8’ 10’
94’
N N
INTERPRETED HORIZONTAL MODULE DIAGRAM PROPOSED HORIZONTAL MODULE DIAGRAM 4TH - 8TH LVLS PER LSAP BMA-UDG4
EVERY 175 LINEAR FEET OF FACADE SHALL HAVE A MINIMUM WALL RECESS / OPENING OF AT LEAST 15FT WIDE BY 15FT DEEP (AREA: 225 SF)

THE PROPOSED WALL RECESS / OPENINGS EXCEED THE MINIMUM DIMENSION & AREA

REQUIREMENT, FURTHER INCREASING THE NET VOLUME REDUCTIONS

SOUTH ELEVATION
REQUIRED VOLUME REDUCTION: 225 SF X 8 STORIES = 3,600 SF PROPOSED VOLUME REDUCTION: 67,500 SF

NORTH ELEVATION
REQUIRED VOLUME REDUCTION: 225 SF X 8 STORIES = 3,600 SF PROPOSED VOLUME REDUCTION: 4,950 SF

EAST & WEST ELEVATION
=165 LINEAR FEET
>175 LINEAR FEET EXEMPT FROM REQUIREMENT
< 175’ < 175’ < 175’
124’43’ 50’
< 175’
165’
< 175’ < 175’
50’70’
70’ 87’
70’ 100’
< 175’
< 175’ < 175’
< 175’
< 175’
82’
40’
Attachment 5

VERTICAL MODULES DIAGRAMS

CITY STAFF CONFIRMED THE USE OF A DBL WAIVER CAN BE USED LSAP DESIGN GUIDELINE: BMA-UDG1
31 LU SUBMITTAL 05 JULY 05, 2023

ELEVATION DIAGRAMS
JULY 20, 2022 LU20
170 SAN ZENO WAY
SUNNYVALE, CA 94086

ELEVATION
MARCH 02, 2023
170 SAN ZENO WAY
SUNNYVALE, CA 94086

ELEVATION DIAGRAMS
JULY 20, 2022 LU20
170 SAN ZENO WAY
SUNNYVALE, CA 94086
10 FT
BEYOND
10 IN
BEYOND
4 FT - 6 IN BEYOND
10 FT
BEYOND
94 FT
BEYOND
94 FT
BEYOND
20 FT
BEYOND
20 FT
BEYOND

WEST ELEVATION

NORTH ELEVATIONEAST ELEVATION

SOUTH ELEVATION

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE

VERTICAL
MODULE
100’ -0”50’ -0”
46’ -6” 40’ -6”
37’ - 0”
Attachment 5

ELEVATION DIAGRAMS
32 LU SUBMITTAL 05 JULY 05, 2023

ELEVATION DIAGRAMS
JULY 20, 2022 LU20
170 SAN ZENO WAY
SUNNYVALE, CA 94086

ELEVATION
MARCH 02, 2023
170 SAN ZENO WAY
SUNNYVALE, CA 94086

ELEVATION DIAGRAMS
JULY 20, 2022 LU20
170 SAN ZENO WAY
SUNNYVALE, CA 94086

WEST ELEVATION

NORTH ELEVATIONEAST ELEVATION

SOUTH ELEVATION
MIDDLE
MIDDLE

MIDDLEMIDDLE

BASEBASE

BASEBASE
TOPTOP
TOPTOP
Attachment 5

ROOF HEIGHT VARIATION DIAGRAMS

WEST ELEVATIONSOUTH ELEVATION
LSAP DESIGN GUIDELINE: BMA-UDG5
33 LU SUBMITTAL 05 JULY 05, 2023

ELEVATION DIAGRAMS
JULY 20, 2022 LU20
170 SAN ZENO WAY
SUNNYVALE, CA 94086

ELEVATION
MARCH 02, 2023
170 SAN ZENO WAY
SUNNYVALE, CA 94086

ELEVATION DIAGRAMS
JULY 20, 2022 LU20
170 SAN ZENO WAY
SUNNYVALE, CA 94086
46’ -6”
31’ -10” 31’ -10” 31’ -10” 31’ -10” 61’ -9” 75’ -10” 78’ -10” 46’ -4” 25’ -8” 75’ -6” 45’ -9” 27’ -6”37’ -10” 50’ -0” 42’ -3” 27’ -2” 31’ -10”

NORTH ELEVATIONEAST ELEVATION

HEIGHT LIMIT
100’ -0”
15’
85’-0”

HEIGHT LIMIT
100’ -0”
15’
85’-0”
Attachment 5

BUILDING CONTEXT

EAST SITE ELEVATION

EXISTING OFFICE BUILDINGEXISTING OFFICE

BUILDING

SAN ZENO WAY

LAWRENCE

EXPRESSWAY
34 LU SUBMITTAL 05 JULY 05, 2023

NORTH SITE ELEVATION
61’-6”
92’-2”
32’
18’

NEIGHBORING BUILDING

ELEVATION FOR REFERENCE

KIFER RD

LAWRENCE

EXPRESSWAY
Attachment 5

N

WINDOW OPENINGS - SAVOY
35 LU SUBMITTAL 05 JULY 05, 2023

BUILDING WINDOW DIAGRAM

EXISTING ADJACENT BUILDING WINDOW OPENINGS (SAVOY)

PROPOSED BUILDING WINDOW OPENINGS

BETWEEN BUILDINGS
66 FT
Attachment 5

36 LU SUBMITTAL 05 JULY 05, 2023
CIVIL
Attachment 5

June 14,2023
Attachment 5

June 14,2023
Attachment 5

June 14,2023
20'x27' RESIDENTIAL

STAGING AREA
10'x27'

CONCRETE PAD
Attachment 5

June 14,2023
Attachment 5

June 14,2023
Attachment 5

June 14,2023
Attachment 5

June 14,2023
Attachment 5

May 22, 2023
1150-1170 Kifer Road

SUNNYVALE, CA

BKF ENGINEERS
1730 N. FIRST STREET
SUITE 600
SAN JOSE, CA 95112
(408) 467-9100
www.bkf.com
June 14,2023
Attachment 5

June 14,2023
Attachment 5

46 LU SUBMITTAL 05 JULY 05, 2023

LANDSCAPE
Attachment 5

47 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
1” = 60’-0”

OVERALL SITE PLAN

KEY MAP EXISTING CONDITIONS
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-

08.05. 2022
# REVISION LIST
2325 Third Street #210
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
L020
1" = 30'-0"

OVERALL SITE PLAN -

EXISTING PLANTING ARE

EXISTING SITE PLANTING AREAS

PROPOSED PLANTING AREAS
SEE SHEET 2 OF 2: PROPOSED LOT 1 RESIDENTIAL BUILDING
SEE SHEET 1 OF 2 : EXISTING & PROPOSED LOT2 OFFICE BUILDING Attachment 5

48 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
DN
UP
UP
DN
DN
UP
UP
UP

EASEMENTS SEE CIVIL PLANS
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
DATE# REVISION LIST
2325 Third Street #210
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCTION
L010
1" = 30'-0"

OVERALL SITE KEY PLAN

OFFICE LANDSCAPE AREA
PER SMC 19.35.090
EXISTING LOT 2 = 166,546 SQFT
EXISTING LANDSCAPE AREA IS 48,299 SQFT
PROPOSED LANDSCAPE AREA IS 11,003 SQFT (6 NEW TREES)
PROPOSED LANDSCAPE AREA WITH UNTOUCHED EXISTING = 47,333 SQFT LANDSCAPE AREA PERCENTAGE = 28.4%
1” = 60’-0”

LANDSCAPE AREA
LOT 2 OFFICE BUILDING
UP
DN
DN

EASEMENTS SEE CIVIL PLANS
SH
SH
PR
DA
SC
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch O

OFFICE LANDSCAPE AREA
PER SMC 19.35.090
EXISTING LOT 2 = 166,546 SQFT
EXISTING LANDSCAPE AREA IS 48,299 SQFT
PROPOSED LANDSCAPE AREA IS 11,003 SQFT (6 NEW TREES)
PROPOSED LANDSCAPE AREA WITH UNTOUCHED EXISTING = 47,333 SQFT LANDSCAPE AREA PERCENTAGE = 28.4%

LANDSCAPE AREA
Attachment 5

49 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
DN
UP
UP
DN
DN
UP
UP
UP

EASEMENTS SEE CIVIL PLANS

EASEMENTS SEE CIVIL PLANS

EASEMENTS SEE CIVIL PLANS
4TH LEVEL
8TH LEVEL
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
DATE# REVISION LIST
2325 Third Street #210
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCTION
L011
1" = 30'-0"

OVERALL SITE KEY PLAN
PER SMC 19.37.060 (a) (3)

PROPOSED LANDSCAPE AREAS
GROUND LEVEL LANDSCAPE AREA IS 20,023 SQFT (42 NEW TREES) 4TH LEVEL LANDSCAPE AREA IS 14,939 SQFT (47 NEW TREES)
8TH LEVEL LANDSCAPE AREA IS 350 SQFT (NO NEW TREES)
TOTAL LANDSCAPE AREA = 35,312 SQFT
REQUIRED - 1 TREE / 1,000 SQFT = 35 REQUIRED TREES
REQUIRED REPLACEMENT TREES = 16
TOTAL REQUIRED = 51
TOTAL TREES PLANTED = 89
1” = 60’-0”

LANDSCAPE AREA
PROPOSED LOT 1 RESIDENTIAL BUILDING
UP
DN
DN

EASEMENTS SEE CIVIL PLANS
SH
SH
PR
DA
SC
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch O
PER SMC 19.37.060 (a) (3)

PROPOSED LANDSCAPE AREAS
GROUND LEVEL LANDSCAPE AREA IS 20,023 SQFT (42 NEW TREES) 4TH LEVEL LANDSCAPE AREA IS 14,939 SQFT (47 NEW TREES)
8TH LEVEL LANDSCAPE AREA IS 350 SQFT (NO NEW TREES)
TOTAL LANDSCAPE AREA = 35,312 SQFT
REQUIRED - 1 TREE / 1,000 SQFT = 35 REQUIRED TREES
REQUIRED REPLACEMENT TREES = 16
TOTAL REQUIRED = 51
TOTAL TREES PLANTED = 89

EASEMENTS SEE CIVIL PLANS

EASEMENTS SEE CIVIL PLANS
4TH LEVEL
8TH LEVEL
ISSUES
#
4TH LEVEL
8TH LEVEL
UP

EASEMENTS SEE CIVIL PLANS

EASEMENTS SEE CIVIL PLANS
4TH LEVEL
8TH LEVEL
ISSUES
#

LANDSCAPE AREA
Attachment 5

50 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023

REPORT NOTES AND PLAN

LANDSCAPE - ARBORIST REPORT
NOTE: FOR MORE DETAILS SEE FULL ARBORIST REPORT
Attachment 5

51 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023

TREE PROTECTION DETAILS

LANDSCAPE - ARBORIST REPORT
NOTE: FOR MORE DETAILS SEE FULL ARBORIST REPORT
Attachment 5

52 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023

LANDSCAPE SITE PLAN
TREE #709
TREE #705
TREE #560
TREE #656
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702
TREE #697
TREE #696
TREE #706
TREE #704
TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
TREE #561
TREE #562
TREE #595
TREE #20

STUMP NO TAG
LEGEND

EXISTING

TREES TO BE PROTECTED

TREE TO BE REMOVED AND

REQUIRED TO REPLACE

TREE TO BE REMOVED

TREE PROTECTION FENCE

REQUIRED TREES TO REPLACED
TREE TAG # TRUNK DIAMETER (IN) (QTY) PROPOSED

REPLACEMENT TREE
529 19 (1) 36"
532 18 (1) 36"
549 34 (2) 36"
548 31 (2) 36"
551 30 (2) 36"
550 35 (2) 36"
595 15 (1) 36"
602 12 (1) 36"
618 13 (1) 36"
635 13 (1) 36"
636 12 (1) 36"
644 12 (1) 36"
TOTAL (16) 36"
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-

08.05. 20
# REVIS

KIFER DEVELOPMENT
1/16" = 1

TREE PROTE

REMOVAL PL
SHEET L101 SHEET L101
NOTE: ALL PROPOSED TREES ARE 36" BOX; PLEASE SEE

PLANTING PLAN SHEETS
1/32” = 1’-0”
TREE PROTECTION & REMOVAL PLAN 1 OF 2
SEE SHEET 2 OF 2 SEE SHEET
2 OF 2
TREE #635
TREE
#637
TREE
#638
TREE
#639
TREE
#640
TREE
#641
TREE
#642
TREE
#644 TREE
#645
TREE
#647
TREE
#648
TREE #23
TREE #25
TREE #26
TREE #29
TREE #596
TREE #529
TREE #530
TREE #531 TREE #532
TREE #533
TREE
#634
TREE
#633
TREE
#632
TREE
#631
TREE
#630
TREE
#629
TREE
#628
TREE
#624
TREE
#623
TREE
#622
TREE
#621
TREE
#620
TREE
#614
TREE
#649
TREE
#650
TREE
#651
TREE
#599
TREE
#600
TREE
#601
TREE
#602
TREE
#603
TREE
#604
TREE
#607
TREE
#609
TREE
#610
TREE
#611
TREE
#612
TREE
#613
TREE
#614 TREE
#615
TREE
#616
TREE
#547
TREE
#546
TREE
#545
TREE
#524
TREE
#543
TREE
#544TREE
#541
TREE
#540
TREE
#538
TREE
#532
TREE
#536
TREE
#535
TREE
#534
TREE
#539
TREE
#548
TREE
#549
TREE
#551
TREE
#550
TREE
#552
TREE
#553
TREE
#554
TREE
#555
TREE
#556
TREE
#557
TREE
#558
#653 TREE
#654
TREE
#655
TREE
#618
TREE
#617
TREE
#626
TREE
#627
TREE
#625
TREE
#608
TREE
#605
TREE
#606
TREE
#597
TREE
#598
TREE
#559
LEGEND

EXISTING

TREES TO BE PROTECTED

TREE TO BE REMOVED AND

REQUIRED TO REPLACE

TREE TO BE REMOVED

TREE PROTECTION FENCE

REQUIRED TREES TO REPLACED
TREE TAG # TRUNK DIAMETER (IN) (QTY) PROPOSED

REPLACEMENT TREE
529 19 (1) 36"
532 18 (1) 36"
549 34 (2) 36"
548 31 (2) 36"
551 30 (2) 36"
550 35 (2) 36"
595 15 (1) 36"
602 12 (1) 36"
618 13 (1) 36"
635 13 (1) 36"
636 12 (1) 36"
644 12 (1) 36"
TOTAL (16) 36"
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-

08.05. 2022
# REVISION

KIFER DEVELOPMENT
1/16" = 1'-0"

TREE PROTEC

REMOVAL PLA
NOTE: ALL PROPOSED TREES ARE 36" BOX; PLEASE SEE

PLANTING PLAN SHEETS
trees proposed for removal, the following guidelines shall apply (with exceptio ns considered for dead, unhealthy or hazardous trees or emergency situations):

Tree to be Removed Replacement Tree(s)
12” - 18” diameter
(36”-56” circumference)
One 24” box tree, or
Three 15-gallon trees
18” - 24” diameter
(56” -75” circumference)
One 36” box tree, or
Two 24” box trees
Over 24” diameter
(greater than 75” circumference)
One 48” box tree, or
Two 36” box trees, or
Four 24” box trees
If space permits, smaller size container trees are generally preferred over larger size boxed trees to maximize the quantity of replacement trees. Additionally, smaller size container trees usually adapt easier to soil conditions and over time may exceed the size of larger size boxed trees. However, if immediate screening or visual impac t is desired and sp ace is limited, larger boxed trees may be required. Where insufficient space is available to plant all or some of the required replacement trees or other site conditions or uses limit the feasibility of replacement trees, the following t ree replacement in -lieu fees shall be assessed.

Tree removal on properties without a Planning development application:

Replacement Tree Tree Replacement
In-Lieu Fee*
Each 24” box tree $441
Each 36” box tree $883
Each 48” box tree $1,765
* This fee does not include the tree removal permit fee.

PG 3 OF THE TREE REPLACEMENT REQUIREMENTS - HTTPS://WWW.SUNNYVALE.

CA.GOV/HOME/SHOWPUBLISHEDDOCUMENT/1420/637957155372030000 Attachment 5

53 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 37

LANDSCAPE SITE PLAN
TREE #560
TREE #636
TREE #635
TREE
#637
TREE
#638
TREE
#639
TREE
#640
TREE
#641
TREE
#642
TREE
#643
TREE
#644
TREE
#646
TREE
#645
TREE
#647
TREE
#648
TREE #21
TREE #20
TREE #23
TREE #25
TREE #26
TREE #29
TREE #596
TREE #529
TREE #530
TREE #531 TREE #532
TREE #533
TREE
#634
TREE
#633
TREE
#632
TREE
#631
TREE
#630
TREE
#629
TREE
#628
TREE
#624
TREE
#623
TREE
#622
TREE
#621
TREE
#620
TREE
#614
TREE
#649
TREE
#650
TREE
#651
TREE
#599
TREE
#600
TREE
#601
TREE
#602
TREE
#603
TREE
#604
TREE
#607
TREE
#609
TREE
#610
TREE
#611
TREE
#612
TREE
#613
TREE
#614 TREE
#615
TREE
#616
TREE
#547
TREE
#546
TREE
#545
TREE
#524
TREE
#543
TREE
#544TREE
#541
TREE
#540
TREE
#538
TREE
#532
TREE
#536
TREE
#535
TREE
#534
TREE
#539
TREE
#548
TREE
#549
TREE
#551
TREE
#550
TREE
#552
TREE
#553
TREE
#554
TREE
#555
TREE
#556
TREE
#557
TREE
#558
TREE
#652 TREE
#653 TREE
#654
TREE
#655
TREE
#618
TREE
#617
TREE
#626
TREE
#627
TREE
#625
TREE
#608
TREE
#605
TREE
#606
TREE
#597
TREE
#598
TREE
#559
LEGEND

EXISTING

TREES TO BE PROTECTED

TREE TO BE REMOVED AND

REQUIRED TO REPLACE

TREE TO BE REMOVED

TREE PROTECTION FENCE

REQUIRED TREES TO REPLACED
TREE TAG # TRUNK DIAMETER (IN) (QTY) PROPOSED

REPLACEMENT TREE
529 19 (1) 36"
532 18 (1) 36"
549 34 (2) 36"
548 31 (2) 36"
551 30 (2) 36"
550 35 (2) 36"
595 15 (1) 36"
602 12 (1) 36"
618 13 (1) 36"
635 13 (1) 36"
636 12 (1) 36"
644 12 (1) 36"
TOTAL (16) 36"
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-

08.05. # REV
LA
23 Sa
41 KIFER DEVELOPMENT
1/16" =

TREE PROT

REMOVAL P
SHEET L100 SHEET L100
NOTE: ALL PROPOSED TREES ARE 36" BOX; PLEASE SEE

PLANTING PLAN SHEETS
1/32” = 1’-0”
TREE PROTECTION & REMOVAL PLAN 2 OF 2
SEE SHEET 1 OF 2 SEE SHEET 1 OF 2TREE #635
TREE
#637
TREE
#638
TREE
#639
TREE
#640
TREE
#641
TREE
#642
TREE
#644 TREE
#645
TREE
#647
TREE
#648
TREE #23
TREE #25
TREE #26
TREE #29
TREE #596
TREE #529
TREE #530
TREE #531 TREE #532
TREE #533
TREE
#634
TREE
#633
TREE
#632
TREE
#631
TREE
#630
TREE
#629
TREE
#628
TREE
#624
TREE
#623
TREE
#622
TREE
#621
TREE
#620
TREE
#614
TREE
#649
TREE
#650
TREE
#651
TREE
#599
TREE
#600
TREE
#601
TREE
#602
TREE
#603
TREE
#604
TREE
#607
TREE
#609
TREE
#610
TREE
#611
TREE
#612
TREE
#613
TREE
#614 TREE
#615
TREE
#616
TREE
#547
TREE
#546
TREE
#545
TREE
#524
TREE
#543
TREE
#544TREE
#541
TREE
#540
TREE
#538
TREE
#532
TREE
#536
TREE
#535
TREE
#534
TREE
#539
TREE
#548
TREE
#549
TREE
#551
TREE
#550
TREE
#552
TREE
#553
TREE
#554
TREE
#555
TREE
#556
TREE
#557
TREE
#558
#653 TREE
#654
TREE
#655
TREE
#618
TREE
#617
TREE
#626
TREE
#627
TREE
#625
TREE
#608
TREE
#605
TREE
#606
TREE
#597
TREE
#598
TREE
#559
LEGEND

EXISTING

TREES TO BE PROTECTED

TREE TO BE REMOVED AND

REQUIRED TO REPLACE

TREE TO BE REMOVED

TREE PROTECTION FENCE

REQUIRED TREES TO REPLACED
TREE TAG # TRUNK DIAMETER (IN) (QTY) PROPOSED

REPLACEMENT TREE
529 19 (1) 36"
532 18 (1) 36"
549 34 (2) 36"
548 31 (2) 36"
551 30 (2) 36"
550 35 (2) 36"
595 15 (1) 36"
602 12 (1) 36"
618 13 (1) 36"
635 13 (1) 36"
636 12 (1) 36"
644 12 (1) 36"
TOTAL (16) 36"
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-

08.05. 2022
# REVISION

KIFER DEVELOPMENT
1/16" = 1'-0"

TREE PROTEC

REMOVAL PLA
NOTE: ALL PROPOSED TREES ARE 36" BOX; PLEASE SEE

PLANTING PLAN SHEETS
trees proposed for removal, the following guidelines shall apply (with exceptio ns considered for dead, unhealthy or hazardous trees or emergency situations):

Tree to be Removed Replacement Tree(s)
12” - 18” diameter
(36”-56” circumference)
One 24” box tree, or
Three 15-gallon trees
18” - 24” diameter
(56” -75” circumference)
One 36” box tree, or
Two 24” box trees
Over 24” diameter
(greater than 75” circumference)
One 48” box tree, or
Two 36” box trees, or
Four 24” box trees
If space permits, smaller size container trees are generally preferred over larger size boxed trees to maximize the quantity of replacement trees. Additionally, smaller size container trees usually adapt easier to soil conditions and over time may exceed the size of larger size boxed trees. However, if immediate screening or visual impac t is desired and sp ace is limited, larger boxed trees may be required. Where insufficient space is available to plant all or some of the required replacement trees or other site conditions or uses limit the feasibility of replacement trees, the following t ree replacement in -lieu fees shall be assessed.

Tree removal on properties without a Planning development application:

Replacement Tree Tree Replacement
In-Lieu Fee*
Each 24” box tree $441
Each 36” box tree $883
Each 48” box tree $1,765
* This fee does not include the tree removal permit fee.

PG 3 OF THE TREE REPLACEMENT REQUIREMENTS - HTTPS://WWW.SUNNYVALE.

CA.GOV/HOME/SHOWPUBLISHEDDOCUMENT/1420/637957155372030000 Attachment 5

54 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 37

LANDSCAPE SITE PLAN
+ 58.20 TREE #560
TREE #656
TREE #709
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702TREE #705
TREE #697
TREE #704 TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
+ 58.20 TREE #560
TREE #656
TREE #709
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702TREE #705
TREE #697
TREE #704 TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
POST
POST
POST
TYP.
5-031-02
1-033-02
3-02
4-01
TYP.8-01 TYP.8-01
TYP.8-01
TYP.
8-01

EXISTING WALL STARTS HERE HEIGHT

OF PROPOSED WALLS TO MATCH
0 WORK BY OTHERS - FOR REFERENCE

SYMBOL DESCRIPTION NOTES

POOL AND SPA BY OTHERS
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION NOTES

PAVING TYPE I SHARED-USE PATHWAY WITH PERMEABLE CONCRETE PAVING TYPE II C.I.P. PEDESTRIAN CONCRETE

PAVING TYPE III DECORATIVE CONCRETE

PAVING TYPE IV UNIT PAVER

PAVING TYPE V PERMEABLE UNIT PAVER

PAVING TYPE V VEHICULAR UNIT PAVERS

PAVING TYPE VI GRASSCRETE

PAVING TYPE VII ENTRY WALK PERFORATED METAL PAVING
0-01
1-01
1-02
1-03
1-04
1-05
1-06
1-07
1-08

MATERIALS NOTES SCHEDULE
2 STEPS

SYMBOL DESCRIPTION NOTES

STAIR TYPE I PERFORATED METAL STEPS
3 EDGING & WALLS

SYMBOL DESCRIPTION NOTES
EDGE TYPE I 6" - 10" WOOD OR CONCRETE CURB
WALL TYPE I 4'-0" RETAINING WALL
EDGE TYPE III 12" - 30" HIGH METAL EDGE
4 SITE FURNISHINGS

SYMBOL DESCRIPTION NOTES

BIKE RACK TYPE I LANDSCAPE FORMS - BOLA BIKE RACK - EMBEDDED BENCH TYPE I VESTRE BLOC BENCH WITH BACKREST 1516-900

BENCH TYPE II STREETLIFE ROUGH AND READY CUBE
BENCH TYPE III STREETLIFE ROUGH AND READY 6 BENCH
WASTE RECEPTACLES MMCITE CRYSTAL CS331 LITTER BIN
2-01
3-01
3-02
3-03
4-01
4-02
4-03
4-04
4-05
5 RAILINGS, BARRIERS, FENCING

SYMBOL DESCRIPTION NOTES
RAILING TYPE I 36" HIGH METAL HANDRAIL
FENCE TYPE I 6'-0" HIGH SLAT LOUVERED SCREEN FENCE WITH VINES BOLLARD TYPE I 27 1
2" TALL MMCITE LOT BOLLARD; REMOVABLE
8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION NOTES

PLANTING AREA SEE PLANTING PLAN

STORMWATER TYPE I STORMWATER BIORETENTION AREA
5-01
5-02
5-03
8-01
8-02
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 20
# REVIS

KIFER DEVELOPMENT

NOT FOR
1/16" = 1

MATERIALS
SHEET L201 SHEET L201
NOTE: FOR UTILITIES SEE CIVIL PLANS
1/32” = 1’-0”
MATERIALS PLAN 1 OF 2
SEE SHEET 2 OF 2 SEE SHEET 2 OF 2
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
DN
UP
UP
DN
DN
UP
UP
UP
3 -
1 -
2 -
4 -
5 6

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.
1-01
1-06
1-07
2-011-08
8-01
8-02
4-01
5-01
5-02
4-02
4-03
4-04
1-02
1-02 1-02
1-02
1-02
1-02
1-01
1-04
1-07
1-08
2-01
4-05
1-02
4-01
8-02
3-03
3-03
1-05
1-05
1-05
1-05

EDGE OF PAVING IF

TREE DIES DURING

CONSTRUCTION
5-01
5-01
1-02
5-01
3-03
3-03 3-03 3-03
3-03 3-03 3-03 3-03 3-03
TYP.
3-03
1-04
TYP.
5-03
3-01 3-01
3-01
3-01
3-01
3-01
3-01
3-01
1-03
TYP.

NEW WAYFINDING SIGNAGE (TYPE
A) LOCATION PER PL-3 COMMENT

DELINEATED WALKWAY

MARKINGS
0 WORK BY OTHERS - FOR REFERENCE

SYMBOL DESCRIPTION NOTES

POOL AND SPA BY OTHERS
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION NOTES

PAVING TYPE I SHARED-USE PATHWAY WITH PERMEABLE CONCRETE PAVING TYPE II C.I.P. PEDESTRIAN CONCRETE

PAVING TYPE III DECORATIVE CONCRETE

PAVING TYPE IV UNIT PAVER

PAVING TYPE V PERMEABLE UNIT PAVER

PAVING TYPE V VEHICULAR UNIT PAVERS

PAVING TYPE VI GRASSCRETE

PAVING TYPE VII ENTRY WALK PERFORATED METAL PAVING
0-01
1-01
1-02
1-03
1-04
1-05
1-06
1-07
1-08

MATERIALS NOTES SCHEDULE
2 STEPS

SYMBOL DESCRIPTION NOTES

STAIR TYPE I PERFORATED METAL STEPS
3 EDGING & WALLS

SYMBOL DESCRIPTION NOTES
EDGE TYPE I 6" - 10" WOOD OR CONCRETE CURB
WALL TYPE I 4'-0" RETAINING WALL
EDGE TYPE III 12" - 30" HIGH METAL EDGE
4 SITE FURNISHINGS

SYMBOL DESCRIPTION NOTES

BIKE RACK TYPE I LANDSCAPE FORMS - BOLA BIKE RACK - EMBEDDED BENCH TYPE I VESTRE BLOC BENCH WITH BACKREST 1516-900

BENCH TYPE II STREETLIFE ROUGH AND READY CUBE
BENCH TYPE III STREETLIFE ROUGH AND READY 6 BENCH
WASTE RECEPTACLES MMCITE CRYSTAL CS331 LITTER BIN
2-01
3-01
3-02
3-03
4-01
4-02
4-03
4-04
4-05
5 RAILINGS, BARRIERS, FENCING

SYMBOL DESCRIPTION NOTES
RAILING TYPE I 36" HIGH METAL HANDRAIL
FENCE TYPE I 6'-0" HIGH SLAT LOUVERED SCREEN FENCE WITH VINES BOLLARD TYPE I 27 1
2" TALL MMCITE LOT BOLLARD; REMOVABLE
8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION NOTES

PLANTING AREA SEE PLANTING PLAN

STORMWATER TYPE I STORMWATER BIORETENTION AREA
5-01
5-02
5-03
8-01
8-02
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx.
# RE

KIFER DEVELOPMENT
NOT F
1/16"

MATERIALS
NOTE: FOR UTILITIES SEE CIVIL PLANS
Attachment 5

55 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 37

LANDSCAPE SITE PLAN
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
DN
UP
UP
DN
DN
UP
UP
UP
3 -
1 -
2 -
4 -
5 6

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.
1-01
1-06
1-07
2-011-08
8-01
8-02
4-01
3-01
5-01
5-02
4-02
4-03
4-04
1-02
1-02 1-02
1-02
1-02
1-02
1-02
1-01
1-03
1-04
1-07
1-08
2-01
4-05
1-02
4-01
8-02
3-03
3-03
1-05
1-05
1-05
1-05

EDGE OF PAVING IF

TREE DIES DURING

CONSTRUCTION
5-01
5-01
1-02
5-01
3-03
3-03 3-03 3-03
3-03 3-03 3-03 3-03 3-03
TYP.
3-03
TYP.
3-01
1-04
TYP.
1-04
TYP.
5-03
3-01 3-01
3-01
3-01
3-01
3-01
3-01
3-01
3-01
1-03
3-01
TYP.

TYP.

NEW WAYFINDING SIGNAGE (TYPE
A) LOCATION PER PL-3 COMMENT

DELINEATED WALKWAY

MARKINGS
1-09
TYP.
0 WORK BY OTHERS - FOR REFERENCE

SYMBOL DESCRIPTION NOTES

POOL AND SPA BY OTHERS
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION NOTES

PAVING TYPE I SHARED-USE PATHWAY WITH PERMEABLE CONCRETE PAVING TYPE II C.I.P. PEDESTRIAN CONCRETE

PAVING TYPE III DECORATIVE CONCRETE

PAVING TYPE IV UNIT PAVER

PAVING TYPE V PERMEABLE UNIT PAVER

PAVING TYPE V VEHICULAR UNIT PAVERS

PAVING TYPE VI GRASSCRETE

PAVING TYPE VII ENTRY WALK PERFORATED METAL PAVING

PAVING TYPE VIII STAMPED DECORATIVE ASPHALT IN RUNNING BOND PATTERN 0-01
1-01
1-02
1-03
1-04
1-05
1-06
1-07
1-08
1-09

MATERIALS NOTES SCHEDULE
2 STEPS

SYMBOL DESCRIPTION NOTES

STAIR TYPE I PERFORATED METAL STEPS
3 EDGING & WALLS

SYMBOL DESCRIPTION NOTES
EDGE TYPE I 6" - 10" WOOD OR CONCRETE CURB
WALL TYPE I 4`-0" RETAINING WALL
EDGE TYPE III 12" - 30" HIGH METAL EDGE
4 SITE FURNISHINGS

SYMBOL DESCRIPTION NOTES

BIKE RACK TYPE I LANDSCAPE FORMS - BOLA BIKE RACK - EMBEDDED BENCH TYPE I VESTRE BLOC BENCH WITH BACKREST 1516-900

BENCH TYPE II STREETLIFE ROUGH AND READY CUBE
BENCH TYPE III STREETLIFE ROUGH AND READY 6 BENCH
WASTE RECEPTACLES MMCITE CRYSTAL CS331 LITTER BIN
2-01
3-01
3-02
3-03
4-01
4-02
4-03
4-04
4-05
5 RAILINGS, BARRIERS, FENCING

SYMBOL DESCRIPTION NOTES
RAILING TYPE I 36" HIGH METAL HANDRAIL
FENCE TYPE I 6`-0" SLAT LOUVERED SCREEN FENCE WITH VINES BOLLARD TYPE I 27 1/2" TALL MMCITE LOT BOLLARD; REMOVABLE 8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION NOTES

PLANTING AREA SEE PLANTING PLAN

STORMWATER TYPE I STORMWATER BIORETENTION AREA
5-01
5-02
5-03
8-01
8-02
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
# REVISION L
2325 Thir
San Fran
415.503.0
170 SAN ZENO WAY

KIFER DEVELOPMENT

NOT FOR CONS
1/16" = 1'-0"

MATERIALS PLA
SHEET L200 SHEET L200
NOTE: FOR UTILITIES SEE CIVIL PLANS
1/32” = 1’-0”
MATERIALS PLAN 2 OF 2

SEE SHEET
1 OF 2

SEE SHEET
1 OF 2
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
DN
UP
UP
DN
DN
UP
UP
UP
3 -
1 -
2 -
4 -
5 6

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.
1-01
1-06
1-07
2-011-08
8-01
8-02
4-01
5-01
5-02
4-02
4-03
4-04
1-02
1-02 1-02
1-02
1-02
1-02
1-01
1-04
1-07
1-08
2-01
4-05
1-02
4-01
8-02
3-03
3-03
1-05
1-05
1-05
1-05

EDGE OF PAVING IF

TREE DIES DURING

CONSTRUCTION
5-01
5-01
1-02
5-01
3-03
3-03 3-03 3-03
3-03 3-03 3-03 3-03 3-03
TYP.
3-03
1-04
TYP.
5-03
3-01 3-01
3-01
3-01
3-01
3-01
3-01
3-01
1-03

NEW WAYFINDING SIGNAGE (TYPE
A) LOCATION PER PL-3 COMMENT

DELINEATED WALKWAY

MARKINGS
0 WORK BY OTHERS - FOR REFERENCE

SYMBOL DESCRIPTION NOTES

POOL AND SPA BY OTHERS
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION NOTES

PAVING TYPE I SHARED-USE PATHWAY WITH PERMEABLE CONCRETE PAVING TYPE II C.I.P. PEDESTRIAN CONCRETE

PAVING TYPE III DECORATIVE CONCRETE

PAVING TYPE IV UNIT PAVER

PAVING TYPE V PERMEABLE UNIT PAVER

PAVING TYPE V VEHICULAR UNIT PAVERS

PAVING TYPE VI GRASSCRETE

PAVING TYPE VII ENTRY WALK PERFORATED METAL PAVING

PAVING TYPE VIII STAMPED DECORATIVE ASPHALT IN RUNNING BOND PATTERN 0-01
1-01
1-02
1-03
1-04
1-05
1-06
1-07
1-08
1-09

MATERIALS NOTES SCHEDULE
2 STEPS

SYMBOL DESCRIPTION NOTES

STAIR TYPE I PERFORATED METAL STEPS
3 EDGING & WALLS

SYMBOL DESCRIPTION NOTES
EDGE TYPE I 6" - 10" WOOD OR CONCRETE CURB
WALL TYPE I 4`-0" RETAINING WALL
EDGE TYPE III 12" - 30" HIGH METAL EDGE
4 SITE FURNISHINGS

SYMBOL DESCRIPTION NOTES

BIKE RACK TYPE I LANDSCAPE FORMS - BOLA BIKE RACK - EMBEDDED BENCH TYPE I VESTRE BLOC BENCH WITH BACKREST 1516-900

BENCH TYPE II STREETLIFE ROUGH AND READY CUBE
BENCH TYPE III STREETLIFE ROUGH AND READY 6 BENCH
WASTE RECEPTACLES MMCITE CRYSTAL CS331 LITTER BIN
2-01
3-01
3-02
3-03
4-01
4-02
4-03
4-04
4-05
5 RAILINGS, BARRIERS, FENCING

SYMBOL DESCRIPTION NOTES
RAILING TYPE I 36" HIGH METAL HANDRAIL
FENCE TYPE I 6`-0" SLAT LOUVERED SCREEN FENCE WITH VINES BOLLARD TYPE I 27 1/2" TALL MMCITE LOT BOLLARD; REMOVABLE 8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION NOTES

PLANTING AREA SEE PLANTING PLAN

STORMWATER TYPE I STORMWATER BIORETENTION AREA
5-01
5-02
5-03
8-01
8-02
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx.
# RE

KIFER DEVELOPMENT
NOT F
1/16"

MATERIALS
NOTE: FOR UTILITIES SEE CIVIL PLANS
I
Attachment 5

56 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 38
LANDSCAPE PLAN LEVEL 4
2 A300
1 A300
1 A400
2 A400
3 A400
1 A607
1 A608
1 A201
1 A200
2 A201

EASEMENTS SEE CIVIL PLANS
TYP.

TYP.

TYP. TYP.

TYP.
1-10 1-10
1-11
1-11
1-11
8-03
8-03
4-06
4-07
4-08
4-08
4-08
4-09
0-01
8-04 TYP.
4-10TYP.
4-08 TYP.
4-11
4-11
0 WORK BY OTHERS - FOR REFERENCE

SYMBOL DESCRIPTION NOTES

POOL AND SPA BY OTHERS
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION NOTES

PAVING TYPE IX PEDESTAL UNIT PAVERS

PAVING TYPE X PEDESTAL WOOD DECKING
4 SITE FURNISHINGS

SYMBOL DESCRIPTION NOTES

BBQ GRILL TYPE I BBQ GRILL

FIRE FEATURE TYPE I FIRE FEATURE

MOVEABLE FURNITURE PROVIDED BY CLIENT

EXERCISE EQUIPMENT PROVIDED BY CLIENT
TABLE TYPE I 30" - 42" HIGH LAPTOP WOOD TABLE

BUILT-IN FURNITURE WOOD BUILT-IN BENCH
8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION NOTES

PLANTING TYPE I RAISED PLANTER

PLANTING TYPE II PLANTING POT
0-01
1-10
1-11
4-06
4-07
4-08
4-09
4-10
4-11
8-03
8-04

MATERIALS NOTES SCHEDULE
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2023
# REVISION L
170 SAN ZENO WAY

KIFER DEVELOPMENT

NOT FOR CONS
1/16" = 1'-0"
MATERIALS PLA1/32” = 1’-0”

MATERIALS PLAN
2 A300
1 A300
2 A400
3 A400
1 A607
1 A608
1 A201
1 A200
2 A201

EASEMENTS SEE CIVIL PLANS
TYP.

TYP.

TYP. TYP.

TYP.
1-10 1-10
1-11
1-11
1-11
8-03
8-03
4-06
4-07
4-08
4-08
4-08
4-09
0-01
8-04 TYP.
4-10TYP.
4-08 TYP.
4-11
4-11
0 WORK BY OTHERS - FOR REFERENCE

SYMBOL DESCRIPTION NOTES

POOL AND SPA BY OTHERS
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION NOTES

PAVING TYPE IX PEDESTAL UNIT PAVERS

PAVING TYPE X PEDESTAL WOOD DECKING
4 SITE FURNISHINGS

SYMBOL DESCRIPTION NOTES

BBQ GRILL TYPE I BBQ GRILL

FIRE FEATURE TYPE I FIRE FEATURE

MOVEABLE FURNITURE PROVIDED BY CLIENT

EXERCISE EQUIPMENT PROVIDED BY CLIENT
TABLE TYPE I 30" - 42" HIGH LAPTOP WOOD TABLE

BUILT-IN FURNITURE WOOD BUILT-IN BENCH
8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION NOTES

PLANTING TYPE I RAISED PLANTER

PLANTING TYPE II PLANTING POT
0-01
1-10
1-11
4-06
4-07
4-08
4-09
4-10
4-11
8-03
8-04

MATERIALS NOTES SCHEDULE
S
S
I
P
D
S
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch K
M
Attachment 5

57 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 39
LANDSCAPE PLAN LEVEL 8
2 A300
1 A300
1 A400
2 A400
3 A400
1 A607
1 A608
1 A201
1 A200
2 A201

EASEMENTS SEE CIVIL PLANS
8-03 8-03
TYP.
4-08
1-10
1-11
8-03
4-08
TYP.

TYP.
4-08
1-10
TYP.

TYP.

TYP.

TYP.

TYP.

TYP.
4-10 TYP.
4-10
TYP.
8-04 TYP.
4-10 TYP.
8-04 TYP.
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION DETAIL NOTES

PAVING TYPE IX PEDESTAL UNIT PAVERS

PAVING TYPE X PEDESTAL WOOD DECKING
4 SITE FURNISHINGS

SYMBOL DESCRIPTION DETAIL DETAIL

MOVEABLE

FURNITURE
TABLE TYPE I 30" - 42" HIGH LAPTOP WOOD TABLE
8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION DETAIL NOTES

PLANTING TYPE I RAISED PLANTER

PLANTING TYPE II PLANTING POT
1-10
1-11
4-08
4-10
8-03
8-04

MATERIALS NOTES SCHEDULE
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
# REVISION L

LANDSCA
2325 Thir
San Fran
415.503.0
170 SAN ZENO WAY

KIFER DEVELOPMENT

NOT FOR CONS
1/16" = 1'-0"

MATERIALS PLA
SHEET L202 SHEET L202
1/32” = 1’-0”

MATERIALS PLAN
2 A300
1 A300
A400
2 A400
3 A400
1 A607
1 A608
1 A201
1 A200
2 A201

EASEMENTS SEE CIVIL PLANS
8-03 8-03
TYP.
4-08
1-10
1-11
8-03
4-08
TYP.

TYP.
4-08
1-10
TYP.

TYP.

TYP.

TYP.

TYP.

TYP.
4-10 TYP.
4-10
TYP.
8-04 TYP.
4-10 TYP.
8-04 TYP.
1 PAVEMENT, RAMPS, CURBS

SYMBOL DESCRIPTION DETAIL NOTES

PAVING TYPE IX PEDESTAL UNIT PAVERS

PAVING TYPE X PEDESTAL WOOD DECKING
4 SITE FURNISHINGS

SYMBOL DESCRIPTION DETAIL DETAIL

MOVEABLE

FURNITURE
TABLE TYPE I 30" - 42" HIGH LAPTOP WOOD TABLE
8 PLANTING & LANDSCAPE

SYMBOL DESCRIPTION DETAIL NOTES

PLANTING TYPE I RAISED PLANTER

PLANTING TYPE II PLANTING POT
1-10
1-11
4-08
4-10
8-03
8-04

MATERIALS NOTES SCHEDULE
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch Attachment 5

58 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
42 LANDSCAPE - SITE FURNISHING
MMCite Crystal Litter BinLandscape Forms Bola Bike Rack Vestre Bloc Bench with Backrest

PRODUCT IMAGES & TYPICAL BIKE LAYOUT
Streetlife Rough and Ready CubeStreetlife Rough and Ready 6 BenchMMCite Lot Bollard SCALE:
0 1' 2' 4'

BOLA BIKE RACK - LAYOUT

TYPICAL SECTION
1/2"=1'-0"
3'-0"
2'-4" 3'-0" MIN.
2'-0"
BOLA BIKE RACKBIKE, TYP.

SCALE:
0 1' 2' 4'

BOLA BIKE RACK - ELEVATION

TYPICAL SECTION
1/2"=1'-0"
2'-8 1/8"
2'-4"
6"
GRADE
1 1/2"
15°
N
"
SCALE:
0 1' 2' 4'

BOLA BIKE RACK - ELEVATION

TYPICAL SECTION
1/2"=1'-0"
2'-8 1/8"
2'-4"
6"
GRADE
1 1/2"
15°
Attachment 5

59 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023

LANDSCAPE - SITE SURFACES

PRODUCT IMAGES
1-01 Shared-Use Pathway - Permeable Concrete 1-02 C.I.P. Pedestrian Concrete 1-03 Decorative Concrete 1-04 Unit Paver 1-05 Permeable Unit Paver 1-06 Vehicular Unit Paver 1-07 Grasscrete 1-08 Perforated Metal 1-09 Pedestal Unit 1-10 Pedestal Wood Decking
1-10 Decorative Stamped Asphalt
Attachment 5

60 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 37
+ 58.20 TREE #560
TREE #656
TREE #709
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702TREE #705
TREE #697
TREE #704 TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
+ 58.20 TREE #560
TREE #656
TREE #709
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702TREE #705
TREE #697
TREE #704 TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
POST
POST
POST
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 20
# REVIS

KIFER DEVELOPMENT

NOT FOR
1/16" = 1

IRRIGATION
SHEET L501 SHEET L501
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY.

INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE

CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE LOCATED WITHIN PLANTING AREAS. (TYPICAL)
1/32” = 1’-0”
SITE PLAN 1 OF 2 - L500
SEE SHEET 2 OF 2 SEE SHEET 2 OF 2
+ 58.20 TREE #560
TREE #656
TREE #709
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702TREE #705
TREE #697
TREE #704 TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
+ 58.20 TREE #560
TREE #656
TREE #709
TREE #708
TREE #707
TREE #698
TREE #699
TREE #700
TREE #702TREE #705
TREE #697
TREE #704 TREE #703 TREE #701
TREE #695
TREE #658
TREE #659
TREE #657
POST
POST
POST
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2023
# REVISION LIST
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCT
L
1/16" = 1'-0"

IRRIGATION PLAN
SHEET L501 SHEET L501
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY.

INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE

CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE LOCATED WITHIN PLANTING AREAS. (TYPICAL)
SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 9
2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
7 DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND

LANDSCAPE - IRRIGATION
15'-0"
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 58.20 TREE #560
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 58.20 TREE #560

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
MVFSEZ
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2
# REV
AN
LA
23 Sa
41 KIFER DEVELOPMENT
NOT FO
1/16" =

IRRIGATION
SHEET L600 SHEET L600
POINT OF CONNECTION TO POTABLE WATER METER .

1.5" WATER METER WITH 2" SERVICE LINE FOR IRRIGATION MAXIMUM IRRIGATION DEMAND: 20 GPM AT A MINIMUM 65 PSI STATIC PRESSURE AT WATER METER LOCATION. CONTRACTOR TO FIELD VERIFIED THE PRESSURE BEFORE COMMENCING THE WORK. (IF THE PRESSURE AS NOTED IS NOT

ACCURATE A BOOSTER PUMP SHALL BE REQUIRED FOR THE SYSTEM TO FUNCTION PROPERLY).

Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
1" CONDUIT ROUTED THROUGH BUILDING TO 4TH LEVEL PLANTER, WITH PULL

ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.02)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.
1" CONDUIT ROUTED THROUGH BUILDING TO 8TH LEVEL PLANTER, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 8TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR.
(REFER TO SHEET L5.03)
4 3

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 4TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
IRRIGATION CONTROLLER "C".

MOUNT ON WALL AT THIS LOCATION AS DETAILED. CONNECT TO 120 VOLT A.C.

ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. (COORDINATE WITH GENERAL CONTRACTOR FOR FINAL LOCATION)-(2-WIRE CONTROLLER).

ELECTRICAL CONTRACTOR TO INSTALL 1" CONDUIT WITH PULL CORD FOR LOW VOLTAGE WIRES.

NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE

AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE

VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE

HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE LOCATED WITHIN PLANTING AREAS. (TYPICAL)
WIRELESS WEATHER SENSOR AND RAIN SENSOR. MOUNT ON EVE OF BUILDING. INSTALL SENSOR OPEN TO THE SKY. COORDINATE AND CONFIRM EXACT LOCATION WITH OWNER'S REPRESENTATIVE.

REFER TO IRRIGATION LEGEND.

NEW REDUCED PRESSURE BACKFLOW ASSEMBLY WITH VIT STRONGBOX ENCLOSURE AND FREEZE BLANKET. REFER TO IRRIGATION LEGEND.

FLOW SENSOR.

REFER TO THE IRRIGATION LEGEND.

BRASS MASTER CONTROL VALVE
(LINE SIZE) REFER TO THE IRRIGATION LEGEND.
5 6
7 8
9 10
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
11 SHEET L600
1 2
1 2
3 4
5 6
78 9
10 11

EXISTING PLANTING

AREA ZONE
Attachment 5

61 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 37

LANDSCAPE - IRRIGATION
15'-0"
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
MVFSEZ
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
# REVISION L
2325 Thir
San Fran
415.503.0
170 SAN ZENO WAY

KIFER DEVELOPMENT

NOT FOR CONS
1/16" = 1'-0"

IRRIGATION PL
POINT OF CONNECTION TO POTABLE WATER METER .

1.5" WATER METER WITH 2" SERVICE LINE FOR IRRIGATION MAXIMUM IRRIGATION DEMAND: 20 GPM AT A MINIMUM 65 PSI STATIC PRESSURE AT WATER METER LOCATION. CONTRACTOR TO FIELD VERIFIED THE PRESSURE BEFORE COMMENCING THE WORK. (IF THE PRESSURE AS NOTED IS NOT

ACCURATE A BOOSTER PUMP SHALL BE REQUIRED FOR THE SYSTEM TO FUNCTION PROPERLY).

Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
1" CONDUIT ROUTED THROUGH BUILDING TO 4TH LEVEL PLANTER, WITH PULL

ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.02)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.
1" CONDUIT ROUTED THROUGH BUILDING TO 8TH LEVEL PLANTER, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 8TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR.
(REFER TO SHEET L5.03)
4 3

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 4TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
IRRIGATION CONTROLLER "C".

MOUNT ON WALL AT THIS LOCATION AS DETAILED. CONNECT TO 120 VOLT A.C.

ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. (COORDINATE WITH GENERAL CONTRACTOR FOR FINAL LOCATION)-(2-WIRE CONTROLLER).

ELECTRICAL CONTRACTOR TO INSTALL 1" CONDUIT WITH PULL CORD FOR LOW VOLTAGE WIRES.

NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE

AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE

VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE

HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE WIRELESS WEATHER SENSOR AND RAIN SENSOR. MOUNT ON EVE OF BUILDING. INSTALL SENSOR OPEN TO THE SKY. COORDINATE AND CONFIRM EXACT LOCATION WITH OWNER'S REPRESENTATIVE.

REFER TO IRRIGATION LEGEND.

NEW REDUCED PRESSURE BACKFLOW ASSEMBLY WITH VIT STRONGBOX ENCLOSURE AND FREEZE BLANKET. REFER TO IRRIGATION LEGEND.

FLOW SENSOR.

REFER TO THE IRRIGATION LEGEND.

BRASS MASTER CONTROL VALVE
(LINE SIZE) REFER TO THE IRRIGATION LEGEND.
5 6
7 8
9 10
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
11 1
2 1
2 3
4 5
6 78
9 10
11 1/32” = 1’-0”
SITE PLAN 2 OF 2 - L501

SEE SHEET
1 OF 2

SEE SHEET
1 OF 2
15'-0"
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
MVFSEZ
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2023
DATE# REVISION LIST
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCTION
L501
1/16" = 1'-0"

IRRIGATION PLAN
POINT OF CONNECTION TO POTABLE WATER METER .

1.5" WATER METER WITH 2" SERVICE LINE FOR IRRIGATION MAXIMUM IRRIGATION DEMAND: 20 GPM AT A MINIMUM 65 PSI STATIC PRESSURE AT WATER METER LOCATION. CONTRACTOR TO FIELD VERIFIED THE PRESSURE BEFORE COMMENCING THE WORK. (IF THE PRESSURE AS NOTED IS NOT

ACCURATE A BOOSTER PUMP SHALL BE REQUIRED FOR THE SYSTEM TO FUNCTION PROPERLY).

Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
1" CONDUIT ROUTED THROUGH BUILDING TO 4TH LEVEL PLANTER, WITH PULL

ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.02)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.
1" CONDUIT ROUTED THROUGH BUILDING TO 8TH LEVEL PLANTER, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 8TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR.
(REFER TO SHEET L5.03)
4 3

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 4TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
IRRIGATION CONTROLLER "C".

MOUNT ON WALL AT THIS LOCATION AS DETAILED. CONNECT TO 120 VOLT A.C.

ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. (COORDINATE WITH GENERAL CONTRACTOR FOR FINAL LOCATION)-(2-WIRE CONTROLLER).

ELECTRICAL CONTRACTOR TO INSTALL 1" CONDUIT WITH PULL CORD FOR LOW VOLTAGE WIRES.

NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE

AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE

VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE

HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE LOCATED WITHIN PLANTING AREAS. (TYPICAL)
WIRELESS WEATHER SENSOR AND RAIN SENSOR. MOUNT ON EVE OF BUILDING. INSTALL SENSOR OPEN TO THE SKY. COORDINATE AND CONFIRM EXACT LOCATION WITH OWNER'S REPRESENTATIVE.

REFER TO IRRIGATION LEGEND.

NEW REDUCED PRESSURE BACKFLOW ASSEMBLY WITH VIT STRONGBOX ENCLOSURE AND FREEZE BLANKET. REFER TO IRRIGATION LEGEND.

FLOW SENSOR.

REFER TO THE IRRIGATION LEGEND.

BRASS MASTER CONTROL VALVE
(LINE SIZE) REFER TO THE IRRIGATION LEGEND.
5 6
7 8
9 10
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
11 1
2 1
2 3
4 5
6 78
9 10
11 15'-0"
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
MVFSEZ
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2023
DATE# REVISION LIST
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCTION
L501
1/16" = 1'-0"

IRRIGATION PLAN
POINT OF CONNECTION TO POTABLE WATER METER .

1.5" WATER METER WITH 2" SERVICE LINE FOR IRRIGATION MAXIMUM IRRIGATION DEMAND: 20 GPM AT A MINIMUM 65 PSI STATIC PRESSURE AT WATER METER LOCATION. CONTRACTOR TO FIELD VERIFIED THE PRESSURE BEFORE COMMENCING THE WORK. (IF THE PRESSURE AS NOTED IS NOT

ACCURATE A BOOSTER PUMP SHALL BE REQUIRED FOR THE SYSTEM TO FUNCTION PROPERLY).

Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
1" CONDUIT ROUTED THROUGH BUILDING TO 4TH LEVEL PLANTER, WITH PULL

ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.02)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.
1" CONDUIT ROUTED THROUGH BUILDING TO 8TH LEVEL PLANTER, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 8TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR.
(REFER TO SHEET L5.03)
4 3

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 4TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
IRRIGATION CONTROLLER "C".

MOUNT ON WALL AT THIS LOCATION AS DETAILED. CONNECT TO 120 VOLT A.C.

ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. (COORDINATE WITH GENERAL CONTRACTOR FOR FINAL LOCATION)-(2-WIRE CONTROLLER).

ELECTRICAL CONTRACTOR TO INSTALL 1" CONDUIT WITH PULL CORD FOR LOW VOLTAGE WIRES.

NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE

AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE

VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE

HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE LOCATED WITHIN PLANTING AREAS. (TYPICAL)
WIRELESS WEATHER SENSOR AND RAIN SENSOR. MOUNT ON EVE OF BUILDING. INSTALL SENSOR OPEN TO THE SKY. COORDINATE AND CONFIRM EXACT LOCATION WITH OWNER'S REPRESENTATIVE.

REFER TO IRRIGATION LEGEND.

NEW REDUCED PRESSURE BACKFLOW ASSEMBLY WITH VIT STRONGBOX ENCLOSURE AND FREEZE BLANKET. REFER TO IRRIGATION LEGEND.

FLOW SENSOR.

REFER TO THE IRRIGATION LEGEND.

BRASS MASTER CONTROL VALVE
(LINE SIZE) REFER TO THE IRRIGATION LEGEND.
5 6
7 8
9 10
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
11 1
2 1
2 3
4 5
6 78
9 10
11 SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 9
2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
7 DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND
15'-0"
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 58.20 TREE #560
+ 60.1 TREE #553
+ 60.9 TREE #552
+ 61.9 TREE #554
+ 60.8 TREE #555
+ 60.9 TREE #556
+ 61.7 TREE #557
+ 61.6 TREE #558
+ 58.20 TREE #560

EASEMENTS SEE CIVIL PLANS
15'-0"

LANDSCAPE

FRONTAGE STRIP
MVFSEZ
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2
# REV
AN
LA
23 Sa
41 KIFER DEVELOPMENT
NOT FO
1/16" =

IRRIGATION
SHEET L600 SHEET L600
POINT OF CONNECTION TO POTABLE WATER METER .

1.5" WATER METER WITH 2" SERVICE LINE FOR IRRIGATION MAXIMUM IRRIGATION DEMAND: 20 GPM AT A MINIMUM 65 PSI STATIC PRESSURE AT WATER METER LOCATION. CONTRACTOR TO FIELD VERIFIED THE PRESSURE BEFORE COMMENCING THE WORK. (IF THE PRESSURE AS NOTED IS NOT

ACCURATE A BOOSTER PUMP SHALL BE REQUIRED FOR THE SYSTEM TO FUNCTION PROPERLY).

Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

CALL BEFORE YOU DIG

UNDERGROUND SERVICE ALERT
1" CONDUIT ROUTED THROUGH BUILDING TO 4TH LEVEL PLANTER, WITH PULL

ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.02)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.
1" CONDUIT ROUTED THROUGH BUILDING TO 8TH LEVEL PLANTER, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 8TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR.
(REFER TO SHEET L5.03)
4 3

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING TO 4TH LEVEL

PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
IRRIGATION CONTROLLER "C".

MOUNT ON WALL AT THIS LOCATION AS DETAILED. CONNECT TO 120 VOLT A.C.

ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. (COORDINATE WITH GENERAL CONTRACTOR FOR FINAL LOCATION)-(2-WIRE CONTROLLER).

ELECTRICAL CONTRACTOR TO INSTALL 1" CONDUIT WITH PULL CORD FOR LOW VOLTAGE WIRES.

NOTES:

1. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE

AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE

VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE.

2. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

3. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1" 7-12 GPM

1.25" 13-20 GPM

4. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:

0.75 0-500 FT
1" 501-1100 FT

1.25" 1101-2000 FT

1.5" 2001-3000 FT

5. EACH DRIP ZONE SHALL RECEIVE A SET OF AIR VENT/VACUUM RELIEF VALVE AT THE

HIGHS POINT AND FLUSH VALVES AT FARTHEST ENDS OF EACH SYSTEM AND EACH PLANTER.

6. CONTRACTOR TO INSTALL ALL IRRIGATION PIPING TO GO AROUND ALL UTILITY BOX, LIGHTS, SIGNS, ETC. (DRAWINGS ARE DIAGRAMMATIC).

7. FOR GRAPHIC CLARITY MAINLINE, REMOTE CONTROL VALVE AND LATERAL IS SHOWN OUTSIDE PLANTER. MAINLINE, REMOTE CONTROL VALVE AND LATERAL SHALL BE LOCATED WITHIN PLANTING AREAS. (TYPICAL)
WIRELESS WEATHER SENSOR AND RAIN SENSOR. MOUNT ON EVE OF BUILDING. INSTALL SENSOR OPEN TO THE SKY. COORDINATE AND CONFIRM EXACT LOCATION WITH OWNER'S REPRESENTATIVE.

REFER TO IRRIGATION LEGEND.

NEW REDUCED PRESSURE BACKFLOW ASSEMBLY WITH VIT STRONGBOX ENCLOSURE AND FREEZE BLANKET. REFER TO IRRIGATION LEGEND.

FLOW SENSOR.

REFER TO THE IRRIGATION LEGEND.

BRASS MASTER CONTROL VALVE
(LINE SIZE) REFER TO THE IRRIGATION LEGEND.
5 6
7 8
9 10
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
11 SHEET L600
1 2
1 2
3 4
5 6
78 9
10 11
Attachment 5

62 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 38

EASEMENTS SEE CIVIL PLANS
4TH LVL TREE - MEDIUM 23

BETULA NIGRA - MEDIUM TO HIGH

ACER CIRCINATUM - MEDIUM

AESCULUS X CARNEA - MEDIUM
4TH LVL TREE - LOW 24
LAURUS NOBILIS `SARATOGA` - LOW
OLEA EUROPAEA ‘SWAN HILL’ - LOW
4TH LVL PLANTING AREA - MEDIUM 1,466 SF

SESLERIA AUTUMNALIS - MEDIUM
4TH LVL PLANTING AREA - LOW 3,530 SF

LAURUS NOBILIS - LOW
OLEA EUROPAEA `LITTLE OLLIE` - VERY LOW

MUHLENBERGIA DUBIA - LOW

ACHILLEA MILLEFOLIUM - LOW

CONCEPT PLANT SCHEDULE
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
# REVISION L

LANDSCA
2325 Thir
San Fran
415.503.0
170 SAN ZENO WAY

KIFER DEVELOPMENT

NOT FOR CONS
1/16" = 1'-0"

IRRIGATION PL
1" CONDUIT ROUTED THROUGH BUILDING FROM BELOW, WITH PULL ROPE FOR

IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.01)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM BELOW TO

THIS LOCATION WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.01)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.

IRRIGATION EQUIPMENT REFER TO IRRIGATION SHEET L5.01
NOTES:
1 2
1 2
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
1" CONDUIT ROUTED THROUGH BUILDING FROM 4TH LEVEL, TO 8TH LEVEL

PLANTER, WITH PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM 4TH LEVEL TO 8TH LEVEL PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.03)
4 3
4 3
1/32” = 1’-0”
SITE PLAN - L502
23 24
1,466 SF
3,530 SF
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2023
DATE# REVISION LIST
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCTION
L502
1/16" = 1'-0"
IRRIGATION PLAN LEVEL 4
1" CONDUIT ROUTED THROUGH BUILDING FROM BELOW, WITH PULL ROPE FOR

IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.01)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM BELOW TO

THIS LOCATION WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.01)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.

IRRIGATION EQUIPMENT REFER TO IRRIGATION SHEET L5.01
NOTES:
1 2
1 2
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
1" CONDUIT ROUTED THROUGH BUILDING FROM 4TH LEVEL, TO 8TH LEVEL

PLANTER, WITH PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.03)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM 4TH LEVEL TO 8TH LEVEL PLANTER, WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.03)
4 3
4 3
SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 9
2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
7 DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND
LANDSCAPE - IRRIGATION LEVEL 4
Attachment 5

63 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 39
36'-5"
10'-0"

EASEMENTS SEE CIVIL PLANS
8TH LVL PLANTING AREA - LOW - 5 GAL. 220 SF

LAURUS NOBILIS - LOW
OLEA EUROPAEA `LITTLE OLLIE` - VERY LOW
AGAVE `BLUE FLAME` - LOW
8TH LVL PLANTING AREA - MEDIUM - 5 GAL. 65 SF

SESLERIA AUTUMNALIS - MEDIUM

CONCEPT PLANT SCHEDULE
SHEET NO:

SHEET TITLE:

ISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-
xx.xx. 2023
# REVISION L

LANDSCA
2325 Thir
San Fran
415.503.0
170 SAN ZENO WAY

KIFER DEVELOPMENT

NOT FOR CONS
1/16" = 1'-0"

IRRIGATION PL
1" CONDUIT ROUTED THROUGH BUILDING FROM BELOW, WITH PULL ROPE

FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.01)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM BELOW TO

THIS LOCATION WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.01)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.

IRRIGATION EQUIPMENT REFER TO IRRIGATION SHEET L5.01
NOTES:
1 2
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
3 1" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING WITH A SINGLE

PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. TO SERVICE SECOND PODIUM AS SHOWN.
3 1" CONDUIT ROUTED THROUGH BUILDING, WITH PULL ROPE FOR IRRIGATION

CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE SECOND PODIUM AS SHOWN.
4 4
6 5
1" CONDUIT ROUTED THROUGH BUILDING FROM 4TH LEVEL BELOW, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.02)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM 4TH LEVEL

BELOW TO THIS LOCATION WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
6 5
1/32” = 1’-0”
SITE PLAN - L503
36'-5"
0 SF
SF
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-
xx.xx. 2023
DATE# REVISION LIST
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT

NOT FOR CONSTRUCTION
L503
1/16" = 1'-0"
IRRIGATION PLAN LEVEL 8
1" CONDUIT ROUTED THROUGH BUILDING FROM BELOW, WITH PULL ROPE

FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE THE VALVES. (REFER TO SHEET L5.01)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM BELOW TO

THIS LOCATION WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.01)
2 SHEET NOTES:
1 IRRIGATION COORDINATION NOTES

1. PEX PIPING WITHIN STRUCTURE SHALL BE PROVIDED,
ROUTED AND INSTALLED BY PLUMBING CONTRACTOR.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
PULL BOXES IN STRUCTURE. INSTALLATION OF WIRING TO

REMOTE CONTROL VALVES AND CONTROLLER SHALL BE
COMPLETED BY IRRIGATION CONTRACTOR.

IRRIGATION EQUIPMENT REFER TO IRRIGATION SHEET L5.01
NOTES:
1 2
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
3 1" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING WITH A SINGLE

PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. TO SERVICE SECOND PODIUM AS SHOWN.
3 1" CONDUIT ROUTED THROUGH BUILDING, WITH PULL ROPE FOR IRRIGATION

CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK TO SERVICE SECOND PODIUM AS SHOWN.
4 4
6 5
1" CONDUIT ROUTED THROUGH BUILDING FROM 4TH LEVEL BELOW, WITH

PULL ROPE FOR IRRIGATION CONTROL WIRE (TWO-WIRE) TO BE INSTALLED UNDER ELECTRICAL SCOPE OF WORK. (REFER TO SHEET L5.02)

1.5" PEX MAIN LINE TO BE ROUTED THROUGH BUILDING FROM 4TH LEVEL

BELOW TO THIS LOCATION WITH A SINGLE PENETRATION AND TERMINATED WITH PEX FEMALE ADAPTER STUB-OUT BY BUILDING PLUMBING CONTRACTOR. (REFER TO SHEET L5.02)
6 5
SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 9
2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
7 DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND
LANDSCAPE - IRRIGATION LEVEL 8
Attachment 5

64 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023 37
SHEET TITLE:

DISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-

08.05. 2022
D# REVISION LIST

ANDREA COCHRAN

LANDSCAPE ARCHITECTURE
2325 Third Street #210
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
1/16" = 1'-0"

IRRIGATION NOTES AND
LEGEND
SHEET L601
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 fax 925.932.5671

IRRIGATION LEGEND - PLUMBING & CIVIL

ELECTRICAL
CONDUIT:

SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL
PLANS FOR ROUTING THROUGH STRUCTURE.

IRRIGATION POINT OF CONNECTION TO PEX PIPE AND

ELECTRICAL CONDUIT FOR COMMUNICATION WIRES

ROUTED THROUGH THE BUILDING AND STUBBED OUT INTO
PLANTERS WHERE SHOWN. WORK TO BE BY ELECTRICAL
AND PLUMBING CONTRACTORS.

SYMBOL DESCRIPTIONMODEL NUMBER
PEX PIPE. SHOWN FOR REFERENCE ONLY, SEE

PLUMBING PLANS FOR ROUTING THROUGH
STRUCTURE.

PEX
MAIN LINE:

IRRIGATION NOTES

1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION

COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE

OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE

THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK

INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT

DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY

NOTIFICATION AND APPROVAL OF A AUTHORIZED COSTCO REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND

COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS

FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES

THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS.

2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE, IRRIGATION AUDIT,

IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS SHALL BE

SUBMITTED WITH THE CERTIFICATE OF COMPLETION IN COMPLIANCE WITH WATER EFFICIENT LANDSCAPE ORDINANCE AB 1881 PRIOR TO COUNTY ACCEPTANCE.

3. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH.

4. THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A POST CONSTRUCTION

MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER

MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNE'R

REPRESENTATIVE AND THE IRRIGATION CONTRACTOR AT THE SITE FOR

INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER.

5. THE LANDSCAPE CONTRACTOR TO PROGRAM THE IRRIGATION

CONTROLLER TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE

PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE.

6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND TO CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION. IT IS THE RESPONSIBILITY OF THE IRRIGATION

CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER. PROVIDE PROPER GROUNDING PER CONTROLLER
MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES.

7. PROVIDE CONTROLLER WITH ITS OWN GROUND ROD. SEPARATE THE GROUND ROD BY A MINIMUM OF EIGHT FEET. THE GROUND ROD SHALL BE AN EIGHT FOOT LONG BY 5/8" DIAMETER U.L. APPROVED COPPER CLAD ROD. INSTALL NO MORE THAN 6" OF THE GROUND ROD ABOVE FINISH GRADE. CONNECT #6 GAUGE WIRE WITH A U.L. APPROVED GROUND ROD CLAMP TO ROD AND

BACK TO GROUND SCREW AT BASE OF CONTROLLER WITH APPROPRIATE CONNECTOR. MAKE THIS WIRE AS SHORT AS POSSIBLE, AVOIDING KINKS OR BENDING.

8. PROVIDE IRRIGATION CONTROLLER WITH ITS OWN INDEPENDENT LOW VOLTAGE COMMON GROUND WIRE.

9. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER MANUFACTURER'S INSTRUCTIONS.

10. FOR PROPER INSTALLATION OF THE 2-WIRE CABLE CONTRACTOR SHALL CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING.

11. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR.

PREFERRED WIRE MAKE AND MODEL IS THE PAIGE IRRIGATION WIRE, SPEC P7350D (TORO). ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT.

12. DECODER GROUNDING SHALL BE PROVIDED EVERY (500 FEET OR EVERY 8 DECODERS, WHICHEVER IS SMALLER. GROUND WITH A 8' GROUNDING ROD.

INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT

CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR.

13. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 36" LONG COIL OF WIRE AT EACH SPLICE AND A 36" LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN.

14. INSTALL BLACK PLASTIC VALVE BOXES AND LIDS WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION". BOX BODY SHALL HAVE KNOCK OUTS.

ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL.

15. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX

AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF

RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE.

16. LOCATE BUBBLERS ON UPHILL SIDE OF TREE.

17. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING

LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER.

18. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER

PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S REPRESENTATIVE.

19. IRRIGATION DEMAND: REFER TO PLANS.

20. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT

OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY.

21. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5.

22. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE

IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY

THE OWNER'S REPRESENTATIVE OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL.

23. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. TESTING SHALL BE PERFORMED BY A LICENSED BACKFLOW TESTER AND TESTING SHALL BE DONE BEFORE WATER IS USED.

24. LOCATE AND PROTECT ALL UTILITES PRIOR TO CONSTRUCTION. DO NOT DAMAGE ANY UTITLIES, PAVING, OR STRUCTURES. CONTRACTOR TO MAKE ANY NECESSARY REPAIRS AT NO ADDITIONAL COST TO COSTCO.

25. REMOVE ALL IRRIGATION CONSTRUCTION DEBRIS FROM THE SITE AND LEAVE THE AREA CLEAN ACCEPTABLE TO THE OWNERS REPRESENTATIVE.

26. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING ACCEPTANCE OF THE WORK BY THE OWNERS REPRESENTATIVE. MAKE

CORRECTIONS OR REPAIRS TO THE IRRIGATION AS REQUIRED, PRIOR TO COMPLETION OF THE MAINTENANCE PERIOD. REFER TO SPECIFICATIONS FOR THE TIME PERIOD.

27. ANY VARIANCE IN THE FIELD TO THE DRAWINGS AND SPECIFICATIONS WILL

REQUIRE THE SUBMITTAL OF A SHOP DRAWING FROM THE CONTRACTOR AND AN APPROVAL BY THE OWNERS REPRESENTATIVE. CHANGES BY THE

CONTRACTOR WITHOUT COSTCO'S APPROVAL SHALL BE PAID FOR BY THE CONTRACTOR.

28. THE IRRIGATION SYSTEM IS PROTECTED WITH A NORMALLY CLOSED MASTER VALVE. TO OPERATE A QUICK COUPLER VALVE AN OPEN STATION ON THE

CONTROLLER WILL REQUIRE ACTIVATION TO ALLOW WATER TO ENTER THE MAIN LINE.
"A Landscape Irrigation Audit is required. This Audit must be completed by a Certified Landscape Irrigation Auditor, not the designer or installer. The Audit must be submitted to the Building Department, with Certificate of Completion (Appendix C) as required by the Department of Water Resources, prior to scheduling a Final Inspection of the Water Efficient Landscape permit." LATERAL LINE:

SYMBOL
NOZZLE

GPMNUMBER DESCRIPTION

OPERATING RADIUS
(FEET)

OPERATING
PSI

IRRIGATION LEGEND
SLEEVING: 1120-CL. 200 PVC PLASTIC PIPE. COVER TO BE AS

INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE
FOR PIPE DEPTH OF COVER.
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
18" COVER.

MAIN LINE: 2" THROUGHOUT
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
12" COVER. (18 COVER UNDER PAVEMENT SECTION)
LATERAL LINE COVER FOR THE ROOF TO BE 6"-8" COVER
WTPRO3-C-
2W48-SWM
WeatherTRAK ET PRO3 2-WIRE 48 STATION CONTROLLER IN A
STAINLESS STEEL WALL MOUNTED ENCLOSURE.

WT2W-SVD-11 WEATHERTRAK DECODER (1 PER VALVE)
WT2W-LSP WEATHERTRAK SURGE ARRESTOR (1 EVERY 500 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.

ROUTE TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS PAIGE ELECTRIC WIRE P7072D. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT.

PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS.

NOT SHOWN ON
PLANS
MV
WeatherTRAK 1" FLOW SENSOR (1-40 GPM)WT-FS-100-CSTFS
1 LA
CIM-5YA 5 YEAR EXTENSION OF WeatherTRAK Central.

T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE
WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL
700-1-OMR-100 IRRITROL REMOTE CONTROL VALVE WITH PRESSURE REGULATOR (LOCATED IN EQUIPMENT ROOM)
700-1"/
HFR-100-075-40
IRRITROL 700 SERIES REMOTE CONTROL VALVE WITH HUNTER FILTER AND PRESSURE REGULATOR (40 PSI) AND A 1" FILTER (IN GROUND VALVES) T-580-A NIBCO BRASS BALL VALVE (LINE SIZE)

DRIPLINE REMOTE CONTROL VALVEPVC LATERAL
975XL-1.5" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY

CONTROLLER AND STATION NUMBER
AREA (SQ. FT.)

FLOW (GPM)

REMOTE CONTROL VALVE SIZE (IN INCHES)

ASSOCIATED REMOTE CONTROL VALVE

WATER USE CLASSIFICATION OF ZONE
APPLICATION RATE (IN/HR) or DRIPLINE SPACING
570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET.

DRIP ZONE:

TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT
FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4"
BELOW GRADE IN A 12" O.C. GRID ACCORDING TO
DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10
GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE
1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40
PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO

THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF
REQUIRED. SEE DETAILS FOR FURTHER INFORMATION.

DRIPLINE REMOTE CONTROL VALVE

APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE

TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN
3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE
NEEDED. REFER TO DRIPLINE TUBING CONNECTION
DETAIL FOR MORE INFORMATION.

SUPPLY
HEADER

EXHAUST
HEADER

DRIP ZONE

EXTENTS

PVC LATERAL

TORO POP-UP SPRAY

SPRINKLER (SHRUB)
8-10
10-12
12-151.2,0.6

0.75,0.37
1,0.5,0.23
570Z-12P-PRX-COM
O-T-12FP,12HP,12QP
570Z-12P-PRX-COM
O-T-10FP,10HP,10QP
570Z-12P-PRX-COM
O-T-15FP,15HP,15QP

DRIPLINE
LATERAL LINE:
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40
PVC SOLVENT WELD FITTINGS. 12" COVER. (18" COVER

UNDER PAVING)
33DNP RAIN BIRD QUICK COUPLING VALVE
WT-MV-SNC WeatherTRAK BRASS MASTER VALVE (NORMALLY CLOSE)-(LINE SIZE)

TORO POP-UP SPRAY

SPRINKLER (SHRUB)

TORO POP-UP SPRAY

SPRINKLER (SHRUB)
30 30
30 0.066 30 TRICKLETORO BUBBLE (SHRUB)
MIN. 1 PER SHRUB (REFER TO

BUBBLER DETAIL FOR

QUANTITY OF BUBBLERS PER

SHRUB SIZE)
DB-04-PC-CV

WATER CONSERVATION STATEMENT
RUSSELL D MITCHELL AND ASSOCIATES, INC. (RMA) HAVE COMPLIED

WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE

ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

JOSE L. CRUZ

IRRIGATION CONSULTATION-PROJECT MANGER
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
EZ003-CX
CBV-2
ON GRADE DL2000

BROWNLINE DRIP RING FOR

TREES-SEE DETAIL

0.10 30 TRICKLET-PC-B-18-53-12
GENERAL SITE NOTES - L504
SHEET TITLE:

DAISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-

08.05. 2022
DA# REVISION LIST

ANDREA COCHRAN

LANDSCAPE ARCHITECTURE
2325 Third Street #210
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
1/16" = 1'-0"

IRRIGATION NOTES AND
LEGEND
SHEET L601
Irrigation Consultant:
2760 Camino Diablo

IRRIGATION LEGEND - PLUMBING & CIVIL

ELECTRICAL
CONDUIT:

SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL
PLANS FOR ROUTING THROUGH STRUCTURE.

IRRIGATION POINT OF CONNECTION TO PEX PIPE AND

ELECTRICAL CONDUIT FOR COMMUNICATION WIRES

ROUTED THROUGH THE BUILDING AND STUBBED OUT INTO
PLANTERS WHERE SHOWN. WORK TO BE BY ELECTRICAL
AND PLUMBING CONTRACTORS.

SYMBOL DESCRIPTIONMODEL NUMBER
PEX PIPE. SHOWN FOR REFERENCE ONLY, SEE

PLUMBING PLANS FOR ROUTING THROUGH
STRUCTURE.

PEX
MAIN LINE:

IRRIGATION NOTES

1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION

COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE

OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE

THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK

INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT

DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY

NOTIFICATION AND APPROVAL OF A AUTHORIZED COSTCO REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND

COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS

FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES

THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS.

2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE, IRRIGATION AUDIT,

IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS SHALL BE

SUBMITTED WITH THE CERTIFICATE OF COMPLETION IN COMPLIANCE WITH WATER EFFICIENT LANDSCAPE ORDINANCE AB 1881 PRIOR TO COUNTY ACCEPTANCE.

3. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH.

4. THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A POST CONSTRUCTION

MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER

MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNE'R

REPRESENTATIVE AND THE IRRIGATION CONTRACTOR AT THE SITE FOR

INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER.

5. THE LANDSCAPE CONTRACTOR TO PROGRAM THE IRRIGATION

CONTROLLER TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE

PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE.

6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND TO CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION. IT IS THE RESPONSIBILITY OF THE IRRIGATION

CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER. PROVIDE PROPER GROUNDING PER CONTROLLER
MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES.

7. PROVIDE CONTROLLER WITH ITS OWN GROUND ROD. SEPARATE THE GROUND ROD BY A MINIMUM OF EIGHT FEET. THE GROUND ROD SHALL BE AN EIGHT FOOT LONG BY 5/8" DIAMETER U.L. APPROVED COPPER CLAD ROD. INSTALL NO MORE THAN 6" OF THE GROUND ROD ABOVE FINISH GRADE. CONNECT #6 GAUGE WIRE WITH A U.L. APPROVED GROUND ROD CLAMP TO ROD AND

BACK TO GROUND SCREW AT BASE OF CONTROLLER WITH APPROPRIATE CONNECTOR. MAKE THIS WIRE AS SHORT AS POSSIBLE, AVOIDING KINKS OR BENDING.

8. PROVIDE IRRIGATION CONTROLLER WITH ITS OWN INDEPENDENT LOW VOLTAGE COMMON GROUND WIRE.

9. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER MANUFACTURER'S INSTRUCTIONS.

10. FOR PROPER INSTALLATION OF THE 2-WIRE CABLE CONTRACTOR SHALL CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING.

11. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR.

PREFERRED WIRE MAKE AND MODEL IS THE PAIGE IRRIGATION WIRE, SPEC P7350D (TORO). ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT.

12. DECODER GROUNDING SHALL BE PROVIDED EVERY (500 FEET OR EVERY 8 DECODERS, WHICHEVER IS SMALLER. GROUND WITH A 8' GROUNDING ROD.

INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT

CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR.

13. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 36" LONG COIL OF WIRE AT EACH SPLICE AND A 36" LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN.

14. INSTALL BLACK PLASTIC VALVE BOXES AND LIDS WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION". BOX BODY SHALL HAVE KNOCK OUTS.

ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL.

15. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX

AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF

RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE.

16. LOCATE BUBBLERS ON UPHILL SIDE OF TREE.

17. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING

LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER.

18. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER

PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S REPRESENTATIVE.

19. IRRIGATION DEMAND: REFER TO PLANS.

20. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT

OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY.

21. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5.

22. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE

IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY

THE OWNER'S REPRESENTATIVE OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL.

23. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. TESTING SHALL BE PERFORMED BY A LICENSED BACKFLOW TESTER AND TESTING SHALL BE DONE BEFORE WATER IS USED.

24. LOCATE AND PROTECT ALL UTILITES PRIOR TO CONSTRUCTION. DO NOT DAMAGE ANY UTITLIES, PAVING, OR STRUCTURES. CONTRACTOR TO MAKE ANY NECESSARY REPAIRS AT NO ADDITIONAL COST TO COSTCO.

25. REMOVE ALL IRRIGATION CONSTRUCTION DEBRIS FROM THE SITE AND LEAVE THE AREA CLEAN ACCEPTABLE TO THE OWNERS REPRESENTATIVE.

26. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING ACCEPTANCE OF THE WORK BY THE OWNERS REPRESENTATIVE. MAKE

CORRECTIONS OR REPAIRS TO THE IRRIGATION AS REQUIRED, PRIOR TO COMPLETION OF THE MAINTENANCE PERIOD. REFER TO SPECIFICATIONS FOR THE TIME PERIOD.

27. ANY VARIANCE IN THE FIELD TO THE DRAWINGS AND SPECIFICATIONS WILL

REQUIRE THE SUBMITTAL OF A SHOP DRAWING FROM THE CONTRACTOR AND AN APPROVAL BY THE OWNERS REPRESENTATIVE. CHANGES BY THE

CONTRACTOR WITHOUT COSTCO'S APPROVAL SHALL BE PAID FOR BY THE CONTRACTOR.

28. THE IRRIGATION SYSTEM IS PROTECTED WITH A NORMALLY CLOSED MASTER VALVE. TO OPERATE A QUICK COUPLER VALVE AN OPEN STATION ON THE

CONTROLLER WILL REQUIRE ACTIVATION TO ALLOW WATER TO ENTER THE MAIN LINE.
"A Landscape Irrigation Audit is required. This Audit must be completed by a Certified Landscape Irrigation Auditor, not the designer or installer. The Audit must be submitted to the Building Department, with Certificate of Completion (Appendix C) as required by the Department of Water Resources, prior to scheduling a Final Inspection of the Water Efficient Landscape permit." LATERAL LINE:

SYMBOL
NOZZLE

GPMNUMBER DESCRIPTION

OPERATING RADIUS
(FEET)

OPERATING
PSI

IRRIGATION LEGEND
SLEEVING: 1120-CL. 200 PVC PLASTIC PIPE. COVER TO BE AS

INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE
FOR PIPE DEPTH OF COVER.
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
18" COVER.

MAIN LINE: 2" THROUGHOUT
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
12" COVER. (18 COVER UNDER PAVEMENT SECTION)
LATERAL LINE COVER FOR THE ROOF TO BE 6"-8" COVER
WTPRO3-C-
2W48-SWM
WeatherTRAK ET PRO3 2-WIRE 48 STATION CONTROLLER IN A
STAINLESS STEEL WALL MOUNTED ENCLOSURE.

WT2W-SVD-11 WEATHERTRAK DECODER (1 PER VALVE)
WT2W-LSP WEATHERTRAK SURGE ARRESTOR (1 EVERY 500 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.

ROUTE TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS PAIGE ELECTRIC WIRE P7072D. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT.

PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS.

NOT SHOWN ON
PLANS
MV
WeatherTRAK 1" FLOW SENSOR (1-40 GPM)WT-FS-100-CSTFS
1 LA
CIM-5YA 5 YEAR EXTENSION OF WeatherTRAK Central.

T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE
WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL
700-1-OMR-100 IRRITROL REMOTE CONTROL VALVE WITH PRESSURE REGULATOR (LOCATED IN EQUIPMENT ROOM)
700-1"/
HFR-100-075-40
IRRITROL 700 SERIES REMOTE CONTROL VALVE WITH HUNTER FILTER AND PRESSURE REGULATOR (40 PSI) AND A 1" FILTER (IN GROUND VALVES) T-580-A NIBCO BRASS BALL VALVE (LINE SIZE)

DRIPLINE REMOTE CONTROL VALVEPVC LATERAL
975XL-1.5" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY

CONTROLLER AND STATION NUMBER
AREA (SQ. FT.)

FLOW (GPM)

REMOTE CONTROL VALVE SIZE (IN INCHES)

ASSOCIATED REMOTE CONTROL VALVE

WATER USE CLASSIFICATION OF ZONE
APPLICATION RATE (IN/HR) or DRIPLINE SPACING
570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET.

DRIP ZONE:

TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT
FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4"
BELOW GRADE IN A 12" O.C. GRID ACCORDING TO
DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10
GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE
1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40
PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO

THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF
REQUIRED. SEE DETAILS FOR FURTHER INFORMATION.

DRIPLINE REMOTE CONTROL VALVE

APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE

TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN
3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE
NEEDED. REFER TO DRIPLINE TUBING CONNECTION
DETAIL FOR MORE INFORMATION.

SUPPLY
HEADER

EXHAUST
HEADER

DRIP ZONE

EXTENTS

PVC LATERAL

TORO POP-UP SPRAY

SPRINKLER (SHRUB)
8-10
10-12
12-151.2,0.6

0.75,0.37
1,0.5,0.23
570Z-12P-PRX-COM
O-T-12FP,12HP,12QP
570Z-12P-PRX-COM
O-T-10FP,10HP,10QP
570Z-12P-PRX-COM
O-T-15FP,15HP,15QP

DRIPLINE
LATERAL LINE:
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40
PVC SOLVENT WELD FITTINGS. 12" COVER. (18" COVER

UNDER PAVING)
33DNP RAIN BIRD QUICK COUPLING VALVE
WT-MV-SNC WeatherTRAK BRASS MASTER VALVE (NORMALLY CLOSE)-(LINE SIZE)

TORO POP-UP SPRAY

SPRINKLER (SHRUB)

TORO POP-UP SPRAY

SPRINKLER (SHRUB)
30 30
30 0.066 30 TRICKLETORO BUBBLE (SHRUB)
MIN. 1 PER SHRUB (REFER TO

BUBBLER DETAIL FOR

QUANTITY OF BUBBLERS PER

SHRUB SIZE)
DB-04-PC-CV

WATER CONSERVATION STATEMENT
RUSSELL D MITCHELL AND ASSOCIATES, INC. (RMA) HAVE COMPLIED

WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE

ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

JOSE L. CRUZ

IRRIGATION CONSULTATION-PROJECT MANGER
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
EZ003-CX
CBV-2
ON GRADE DL2000

BROWNLINE DRIP RING FOR

TREES-SEE DETAIL

0.10 30 TRICKLET-PC-B-18-53-12
All drawings and written material appearing herein constitute Architect/Engineer and may not be duplicated, used or disclo SHEET L601
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

IRRIGATION LEGEND - PLUMBING & CIVIL

ELECTRICAL
CONDUIT:

SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL
PLANS FOR ROUTING THROUGH STRUCTURE.

IRRIGATION POINT OF CONNECTION TO PEX PIPE AND

ELECTRICAL CONDUIT FOR COMMUNICATION WIRES

ROUTED THROUGH THE BUILDING AND STUBBED OUT INTO
PLANTERS WHERE SHOWN. WORK TO BE BY ELECTRICAL
AND PLUMBING CONTRACTORS.

SYMBOL DESCRIPTIONMODEL NUMBER
PEX PIPE. SHOWN FOR REFERENCE ONLY, SEE

PLUMBING PLANS FOR ROUTING THROUGH
STRUCTURE.

PEX
MAIN LINE:

THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS.

2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE, IRRIGATION AUDIT,

IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS SHALL BE

SUBMITTED WITH THE CERTIFICATE OF COMPLETION IN COMPLIANCE WITH WATER EFFICIENT LANDSCAPE ORDINANCE AB 1881 PRIOR TO COUNTY ACCEPTANCE.

3. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH.

4. THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A POST CONSTRUCTION

MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER

MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNE'R

REPRESENTATIVE AND THE IRRIGATION CONTRACTOR AT THE SITE FOR

INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER.

5. THE LANDSCAPE CONTRACTOR TO PROGRAM THE IRRIGATION

CONTROLLER TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE

PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE.

6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND TO CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION. IT IS THE RESPONSIBILITY OF THE IRRIGATION

CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER. PROVIDE PROPER GROUNDING PER CONTROLLER
MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES.

7. PROVIDE CONTROLLER WITH ITS OWN GROUND ROD. SEPARATE THE GROUND ROD BY A MINIMUM OF EIGHT FEET. THE GROUND ROD SHALL BE AN EIGHT FOOT LONG BY 5/8" DIAMETER U.L. APPROVED COPPER CLAD ROD. INSTALL NO MORE THAN 6" OF THE GROUND ROD ABOVE FINISH GRADE. CONNECT #6 GAUGE WIRE WITH A U.L. APPROVED GROUND ROD CLAMP TO ROD AND

BACK TO GROUND SCREW AT BASE OF CONTROLLER WITH APPROPRIATE CONNECTOR. MAKE THIS WIRE AS SHORT AS POSSIBLE, AVOIDING KINKS OR BENDING.

8. PROVIDE IRRIGATION CONTROLLER WITH ITS OWN INDEPENDENT LOW VOLTAGE COMMON GROUND WIRE.

9. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER MANUFACTURER'S INSTRUCTIONS.

10. FOR PROPER INSTALLATION OF THE 2-WIRE CABLE CONTRACTOR SHALL CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING.

11. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR.

PREFERRED WIRE MAKE AND MODEL IS THE PAIGE IRRIGATION WIRE, SPEC P7350D (TORO). ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT.

12. DECODER GROUNDING SHALL BE PROVIDED EVERY (500 FEET OR EVERY 8 DECODERS, WHICHEVER IS SMALLER. GROUND WITH A 8' GROUNDING ROD.

INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT

CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR.

13. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 36" LONG COIL OF WIRE AT EACH SPLICE AND A 36" LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN.

14. INSTALL BLACK PLASTIC VALVE BOXES AND LIDS WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION". BOX BODY SHALL HAVE KNOCK OUTS.

ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL.

PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER

PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S REPRESENTATIVE.

19. IRRIGATION DEMAND: REFER TO PLANS.

20. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT

OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY.

21. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5.

22. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE

IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY

THE OWNER'S REPRESENTATIVE OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL.

23. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. TESTING SHALL BE PERFORMED BY A LICENSED BACKFLOW TESTER AND TESTING SHALL BE DONE BEFORE WATER IS USED.

24. LOCATE AND PROTECT ALL UTILITES PRIOR TO CONSTRUCTION. DO NOT DAMAGE ANY UTITLIES, PAVING, OR STRUCTURES. CONTRACTOR TO MAKE ANY NECESSARY REPAIRS AT NO ADDITIONAL COST TO COSTCO.

25. REMOVE ALL IRRIGATION CONSTRUCTION DEBRIS FROM THE SITE AND LEAVE THE AREA CLEAN ACCEPTABLE TO THE OWNERS REPRESENTATIVE.

26. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING ACCEPTANCE OF THE WORK BY THE OWNERS REPRESENTATIVE. MAKE

CORRECTIONS OR REPAIRS TO THE IRRIGATION AS REQUIRED, PRIOR TO COMPLETION OF THE MAINTENANCE PERIOD. REFER TO SPECIFICATIONS FOR THE TIME PERIOD.

27. ANY VARIANCE IN THE FIELD TO THE DRAWINGS AND SPECIFICATIONS WILL

REQUIRE THE SUBMITTAL OF A SHOP DRAWING FROM THE CONTRACTOR AND AN APPROVAL BY THE OWNERS REPRESENTATIVE. CHANGES BY THE

CONTRACTOR WITHOUT COSTCO'S APPROVAL SHALL BE PAID FOR BY THE CONTRACTOR.

28. THE IRRIGATION SYSTEM IS PROTECTED WITH A NORMALLY CLOSED MASTER VALVE. TO OPERATE A QUICK COUPLER VALVE AN OPEN STATION ON THE

CONTROLLER WILL REQUIRE ACTIVATION TO ALLOW WATER TO ENTER THE MAIN LINE.
"A Landscape Irrigation Audit is required. This Audit must be completed by a Certified Landscape Irrigation Auditor, not the designer or installer. The Audit must be submitted to the Building Department, with Certificate of Completion (Appendix C) as required by the Department of Water Resources, prior to scheduling a Final Inspection of the Water Efficient Landscape permit." PVC
S
H
PV

WATER CONSERVATION STATEMENT
RUSSELL D MITCHELL AND ASSOCIATES, INC. (RMA) HAVE COMPLIED

WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE

ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

JOSE L. CRUZ

IRRIGATION CONSULTATION-PROJECT MANGER
SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-

08.05. 2022
DATE# REVISION LIST

ANDREA COCHRAN

LANDSCAPE ARCHITECTURE
2325 Third Street #210
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
1/16" = 1'-0"

IRRIGATION NOTES AND
LEGEND
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671

IRRIGATION LEGEND - PLUMBING & CIVIL

ELECTRICAL
CONDUIT:

SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL
PLANS FOR ROUTING THROUGH STRUCTURE.

IRRIGATION POINT OF CONNECTION TO PEX PIPE AND

ELECTRICAL CONDUIT FOR COMMUNICATION WIRES

ROUTED THROUGH THE BUILDING AND STUBBED OUT INTO
PLANTERS WHERE SHOWN. WORK TO BE BY ELECTRICAL
AND PLUMBING CONTRACTORS.

SYMBOL DESCRIPTIONMODEL NUMBER
PEX PIPE. SHOWN FOR REFERENCE ONLY, SEE

PLUMBING PLANS FOR ROUTING THROUGH
STRUCTURE.

PEX
MAIN LINE:

ND INDICATIVE OF THE

HER IRRIGATION

FOR GRAPHIC CLARITY
EAS. DUE TO THE SCALE

LL OFFSETS, FITTINGS,
REQUIRED. INVESTIGATE

G THE CONTRACT WORK

REA DIMENSIONAL

TH CONTRACT

INGLY BY

TCO REPRESENTATIVE

NOTIFY AND

PLICABLE CONTRACTORS

UIT OR SLEEVES

ND STRUCTURES BEFORE

ARE NOT PERFORMED,
REQUIRED REVISIONS.
, IRRIGATION AUDIT,

ALYSIS SHALL BE

COMPLIANCE WITH

OR TO COUNTY

E THE MINIMUM
ANT HEALTH.

T CONSTRUCTION

RRIGATION CONTROLLER

E OWNE'R

T THE SITE FOR

OPERATION OF THE
GATION

WATER NEEDED TO

G ADJUSTMENTS TO THE

MATERIAL, WATER
WIND EXPOSURE.

ONTRACTOR TO PROVIDE

CTRICAL SERVICE TO

OF THE IRRIGATION

E STUB-OUT TO THE

TROLLER
E WITH LOCAL CODES.

SEPARATE THE GROUND

SHALL BE AN EIGHT
R CLAD ROD. INSTALL
H GRADE. CONNECT #6

LAMP TO ROD AND

WITH APPROPRIATE

AVOIDING KINKS OR

EPENDENT LOW

ER TO RETAIN PROGRAM

E QUANTITY, TYPE AND
S.

TRACTOR SHALL
ONSTRUCTION MEETING.

APPROVAL FOR DIRECT
ETED 2-CONDUCTOR.

ATION WIRE, SPEC
M DBR/Y-6
0 FEET OR EVERY 8
8' GROUNDING ROD.

OCATION. A SPLIT BOLT

VICE TO THE GROUND
BOXES ONLY. LEAVE A

ONG EXPANSION LOOP

OLT DOWN, NON
ALL HAVE KNOCK OUTS.

DS, CARSON OR

15. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX

AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF

RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE.

16. LOCATE BUBBLERS ON UPHILL SIDE OF TREE.

17. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING

LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER.

18. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER

PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S REPRESENTATIVE.

19. IRRIGATION DEMAND: REFER TO PLANS.

20. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT

OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY.

21. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5.

22. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE

IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY

THE OWNER'S REPRESENTATIVE OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL.

23. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. TESTING SHALL BE PERFORMED BY A LICENSED BACKFLOW TESTER AND TESTING SHALL BE DONE BEFORE WATER IS USED.

24. LOCATE AND PROTECT ALL UTILITES PRIOR TO CONSTRUCTION. DO NOT DAMAGE ANY UTITLIES, PAVING, OR STRUCTURES. CONTRACTOR TO MAKE ANY NECESSARY REPAIRS AT NO ADDITIONAL COST TO COSTCO.

25. REMOVE ALL IRRIGATION CONSTRUCTION DEBRIS FROM THE SITE AND LEAVE THE AREA CLEAN ACCEPTABLE TO THE OWNERS REPRESENTATIVE.

26. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING ACCEPTANCE OF THE WORK BY THE OWNERS REPRESENTATIVE. MAKE

CORRECTIONS OR REPAIRS TO THE IRRIGATION AS REQUIRED, PRIOR TO COMPLETION OF THE MAINTENANCE PERIOD. REFER TO SPECIFICATIONS FOR THE TIME PERIOD.

27. ANY VARIANCE IN THE FIELD TO THE DRAWINGS AND SPECIFICATIONS WILL

REQUIRE THE SUBMITTAL OF A SHOP DRAWING FROM THE CONTRACTOR AND AN APPROVAL BY THE OWNERS REPRESENTATIVE. CHANGES BY THE

CONTRACTOR WITHOUT COSTCO'S APPROVAL SHALL BE PAID FOR BY THE CONTRACTOR.

28. THE IRRIGATION SYSTEM IS PROTECTED WITH A NORMALLY CLOSED MASTER VALVE. TO OPERATE A QUICK COUPLER VALVE AN OPEN STATION ON THE

CONTROLLER WILL REQUIRE ACTIVATION TO ALLOW WATER TO ENTER THE MAIN LINE.
"A Landscape Irrigation Audit is required. This Audit must be completed by a Certified Landscape Irrigation Auditor, not the designer or installer. The Audit must be submitted to the Building Department, with Certificate of Completion (Appendix C) as required by the Department of Water Resources, prior to scheduling a Final Inspection of the Water Efficient Landscape permit." LATERAL LINE:

SYMBOL
NOZZLE

GPMNUMBER DESCRIPTION

OPERATING RADIUS
(FEET)

OPERATING
PSI

IRRIGATION LEGEND
SLEEVING: 1120-CL. 200 PVC PLASTIC PIPE. COVER TO BE AS

INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE
FOR PIPE DEPTH OF COVER.
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
18" COVER.

MAIN LINE: 2" THROUGHOUT
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
12" COVER. (18 COVER UNDER PAVEMENT SECTION)
LATERAL LINE COVER FOR THE ROOF TO BE 6"-8" COVER
WTPRO3-C-
2W48-SWM
WeatherTRAK ET PRO3 2-WIRE 48 STATION CONTROLLER IN A
STAINLESS STEEL WALL MOUNTED ENCLOSURE.

WT2W-SVD-11 WEATHERTRAK DECODER (1 PER VALVE)
WT2W-LSP WEATHERTRAK SURGE ARRESTOR (1 EVERY 500 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.

ROUTE TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS PAIGE ELECTRIC WIRE P7072D. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT.

PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS.

NOT SHOWN ON
PLANS
MV
WeatherTRAK 1" FLOW SENSOR (1-40 GPM)WT-FS-100-CSTFS
1 LA
CIM-5YA 5 YEAR EXTENSION OF WeatherTRAK Central.

T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE
WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL
700-1-OMR-100 IRRITROL REMOTE CONTROL VALVE WITH PRESSURE REGULATOR (LOCATED IN EQUIPMENT ROOM)
700-1"/
HFR-100-075-40
IRRITROL 700 SERIES REMOTE CONTROL VALVE WITH HUNTER FILTER AND PRESSURE REGULATOR (40 PSI) AND A 1" FILTER (IN GROUND VALVES) T-580-A NIBCO BRASS BALL VALVE (LINE SIZE)

DRIPLINE REMOTE CONTROL VALVEPVC LATERAL
975XL-1.5" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY

CONTROLLER AND STATION NUMBER
AREA (SQ. FT.)

FLOW (GPM)

REMOTE CONTROL VALVE SIZE (IN INCHES)

ASSOCIATED REMOTE CONTROL VALVE

WATER USE CLASSIFICATION OF ZONE
APPLICATION RATE (IN/HR) or DRIPLINE SPACING
570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET.

DRIP ZONE:

TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT
FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4"
BELOW GRADE IN A 12" O.C. GRID ACCORDING TO
DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10
GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE
1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40
PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO

THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF
REQUIRED. SEE DETAILS FOR FURTHER INFORMATION.

DRIPLINE REMOTE CONTROL VALVE

APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE

TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN
3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE
NEEDED. REFER TO DRIPLINE TUBING CONNECTION
DETAIL FOR MORE INFORMATION.

SUPPLY
HEADER

EXHAUST
HEADER

DRIP ZONE

EXTENTS

PVC LATERAL

TORO POP-UP SPRAY

SPRINKLER (SHRUB)
8-10
10-12
12-151.2,0.6

0.75,0.37
1,0.5,0.23
570Z-12P-PRX-COM
O-T-12FP,12HP,12QP
570Z-12P-PRX-COM
O-T-10FP,10HP,10QP
570Z-12P-PRX-COM
O-T-15FP,15HP,15QP

DRIPLINE
LATERAL LINE:
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40
PVC SOLVENT WELD FITTINGS. 12" COVER. (18" COVER

UNDER PAVING)
33DNP RAIN BIRD QUICK COUPLING VALVE
WT-MV-SNC WeatherTRAK BRASS MASTER VALVE (NORMALLY CLOSE)-(LINE SIZE)

TORO POP-UP SPRAY

SPRINKLER (SHRUB)

TORO POP-UP SPRAY

SPRINKLER (SHRUB)
30 30
30 0.066 30 TRICKLETORO BUBBLE (SHRUB)
MIN. 1 PER SHRUB (REFER TO

BUBBLER DETAIL FOR

QUANTITY OF BUBBLERS PER

SHRUB SIZE)
DB-04-PC-CV

WATER CONSERVATION STATEMENT
RUSSELL D MITCHELL AND ASSOCIATES, INC. (RMA) HAVE COMPLIED

WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE

ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

JOSE L. CRUZ

IRRIGATION CONSULTATION-PROJECT MANGER
EZ-FLOW FERTILIZING SYSTEM WITH A 2" MAIN LINE CONNECTOR WITH BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
EZ003-CX
CBV-2
ON GRADE DL2000

BROWNLINE DRIP RING FOR

TREES-SEE DETAIL

0.10 30 TRICKLET-PC-B-18-53-12
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch SHEET L601
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

IRRIGATION LEGEND - PLUMBING & CIVIL

ELECTRICAL
CONDUIT:

SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL
PLANS FOR ROUTING THROUGH STRUCTURE.

IRRIGATION POINT OF CONNECTION TO PEX PIPE AND

ELECTRICAL CONDUIT FOR COMMUNICATION WIRES

ROUTED THROUGH THE BUILDING AND STUBBED OUT INTO
PLANTERS WHERE SHOWN. WORK TO BE BY ELECTRICAL
AND PLUMBING CONTRACTORS.

SYMBOL DESCRIPTIONMODEL NUMBER
PEX PIPE. SHOWN FOR REFERENCE ONLY, SEE

PLUMBING PLANS FOR ROUTING THROUGH
STRUCTURE.

PEX
MAIN LINE:

CONNECTOR. MAKE THIS WIRE AS SHORT AS POSSIBLE, AVOIDING KINKS OR BENDING.

8. PROVIDE IRRIGATION CONTROLLER WITH ITS OWN INDEPENDENT LOW VOLTAGE COMMON GROUND WIRE.

9. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER MANUFACTURER'S INSTRUCTIONS.

10. FOR PROPER INSTALLATION OF THE 2-WIRE CABLE CONTRACTOR SHALL CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING.

11. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR.

PREFERRED WIRE MAKE AND MODEL IS THE PAIGE IRRIGATION WIRE, SPEC P7350D (TORO). ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT.

12. DECODER GROUNDING SHALL BE PROVIDED EVERY (500 FEET OR EVERY 8 DECODERS, WHICHEVER IS SMALLER. GROUND WITH A 8' GROUNDING ROD.

INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT

CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR.

13. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 36" LONG COIL OF WIRE AT EACH SPLICE AND A 36" LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN.

14. INSTALL BLACK PLASTIC VALVE BOXES AND LIDS WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION". BOX BODY SHALL HAVE KNOCK OUTS.

ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL.

REQUIRE THE SUBMITTAL OF A SHOP DRAWING FROM THE CONTRACTOR AND AN APPROVAL BY THE OWNERS REPRESENTATIVE. CHANGES BY THE

CONTRACTOR WITHOUT COSTCO'S APPROVAL SHALL BE PAID FOR BY THE CONTRACTOR.

28. THE IRRIGATION SYSTEM IS PROTECTED WITH A NORMALLY CLOSED MASTER VALVE. TO OPERATE A QUICK COUPLER VALVE AN OPEN STATION ON THE

CONTROLLER WILL REQUIRE ACTIVATION TO ALLOW WATER TO ENTER THE MAIN LINE.
"A Landscape Irrigation Audit is required. This Audit must be completed by a Certified Landscape Irrigation Auditor, not the designer or installer. The Audit must be submitted to the Building Department, with Certificate of Completion (Appendix C) as required by the Department of Water Resources, prior to scheduling a Final Inspection of the Water Efficient Landscape permit." LATERAL LINE:

SLEEVING: 1120-CL. 200 PVC PLASTIC PIPE. COVER TO BE AS

INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE
FOR PIPE DEPTH OF COVER.
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
18" COVER.

MAIN LINE: 2" THROUGHOUT
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH
SCHEDULE 40 PVC SOLVENT WELD FITTINGS.
12" COVER. (18 COVER UNDER PAVEMENT SECTION)
LATERAL LINE COVER FOR THE ROOF TO BE 6"-8" COVER

DRIPLINE REMOTE CONTROL VALVEPVC LATERAL

CONTROLLER AND STATION NUMBER
AREA (SQ. FT.)

FLOW (GPM)

REMOTE CONTROL VALVE SIZE (IN INCHES)

ASSOCIATED REMOTE CONTROL VALVE

WATER USE CLASSIFICATION OF ZONE
APPLICATION RATE (IN/HR) or DRIPLINE SPACING
DRIP ZONE:

TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT
FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4"
BELOW GRADE IN A 12" O.C. GRID ACCORDING TO
DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10
GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE
1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40
PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO

THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF
REQUIRED. SEE DETAILS FOR FURTHER INFORMATION.

DRIPLINE REMOTE CONTROL VALVE

APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE

TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN
3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE
NEEDED. REFER TO DRIPLINE TUBING CONNECTION
DETAIL FOR MORE INFORMATION.

SUPPLY
HEADER

EXHAUST
HEADER

DRIP ZONE

EXTENTS

PVC LATERAL

DRIPLINE
LATERAL LINE:
3/4" AND LARGER:
1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40
PVC SOLVENT WELD FITTINGS. 12" COVER. (18" COVER

UNDER PAVING)

WATER CONSERVATION STATEMENT
RUSSELL D MITCHELL AND ASSOCIATES, INC. (RMA) HAVE COMPLIED

WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE

ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

JOSE L. CRUZ

IRRIGATION CONSULTATION-PROJECT MANGER
BALL VALVE. CONTACT PHIL VANGENE WITH ANY QUESTION
CELL: 925-250-5885 EMAIL: [email protected]
CBV-2

LANDSCAPE - IRRIGATION
Attachment 5

65 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the If this drawing is not 24"x36", then the drawing has been revised from its original size.

KEYPLAN
-

08.05. 2022
DATE# REVISION LIST
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
L505
1/16" = 1'-0"
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
6"typ. RED BLK
SCALE: NONE
DET: --------
3 INSTALLATION DETAIL - MASTER VALVE/FLOW SENSOR
VALVE CONTROL WIRE: SOLID COPPER, DIRECT
BURIAL WIRE. POSITIVE: DIFFERENT COLOR FROM
RCV WIRES 12-1, NEURTAL: WHITE 14-1. PROVIDE
WATERPROOF SPLICES AND 36" OF EXCESS WIRE
IN A 1" DIAMETER COIL. RUN IN THE SAME
CONDUIT WITH FLOW SENSOR WIRE.

FINISH
GRADE

TO CONTROLLER

MASTER VALVE
PEA GRAVEL-4" DEEP BELOW VALVE (NO
SOIL IN VALVE BOX), TYP.

BRICK-ONE @EACH CORNER, TYP.

PVC MAIN LINE

TO CONTROLLER
18 GAUGE AWG DIRECT BURRIAL WIRE. FLOW
SENSOR WIRE MUST BE RUN IN 1.5" PVC

CONDUIT FROM FLOW SENSOR TO
CONTROLLER ENCLOSURE.

FLOW SENSOR MUST BE INSTALLED WITH INSERT
(TOP) POSITIONED VERTICALLY AND BODY (TEE)
POSITIONED HORIZONTALLY.

SCH. 80 REDUCING
COUPLING, TYP.

FLOW
SENSOR
10 PIPE DIAMETERS

DIMENSION
'A'
5 PIPE DIAMETERS

DIMENSION
'B'

NO VALVES,

REDUCERS, OR

ELBOWS IN THIS
AREA
VALVE
BOX
VALVE
BOX
SCH. 40 PVC (TYP).

VALVE I.D. TAG
(CONTROLLER AND

STATION NUMBER)

AND PURPLE

RECYCLED WATER
WARNING TAG (2

TAGS TOTAL)
VALVE I.D. TAG
(CONTROLLER AND

STATION NUMBER)

AND PURPLE

RECYCLED WATER
WARNING TAG (2

TAGS TOTAL)
PVC
MAIN LINE.

2.5"

FRONT VIEWSIDE VIEW
1 2
3 4
5 MOUNTING BRACKETS (STANDARD WITH ENCLOSURE) TO BE SET INTO CONCRETE PAD.

PROVIDE LOCKING TAB TO ACCEPT PADLOCK PER MANUFACTURER'S INSTRUCTION. 6" [150mm] THICK CONCRETE PAD FOR ENCLOSURE SUPPORT TO EXTEND 6" [150mm] BEYOND ENCLOSURE ON ALL SIDES. CONCRETE TO HAVE MEDIUM BROOM FINISH.

FINISH GRADE
SET PAD 1/2" [13MM] ABOVE FINISH GRADE

STAINLESS STEEL ENCLOSURE TO COMPLETELY ENCLOSE DEVICE
5 1
2 3
4 [65mm]
SCALE: NONE
2 BACKFLOW ASSEMBLY ENCLOSURE
SCALE: NONE
1 REDUCED PRESSURE BACKFLOW ASSEMBLY
INSTALL A FREEZE PREVENTATIVE BLANKET AROUND BACKFLOW ASSEMBLY. BLANKET SHALL BE GREEN.

NIPPLES AND FITTINGS TO BE SAME IPT SIZE AS BACKFLOW ASSEMBLY.

DO NOT SOLDER CONNECT FITTINGS WHILE THREADED INTO BACKFLOW ASSEMBLY.

THIS MAY CAUSE DAMAGE TO DEVICE.
1 3
4 5
6 7
8 PROVIDE A STAINLESS STEEL ENCLOSURE TO COMPLETELY ENCLOSE DEVICE. INSTALL ENCLOSURE TO CONCRETE BASE AS DIRECTED BY MANUFACTURER.

REDUCED PRESSURE BACKFLOW
ASSEMBLY.

WROUGHT COPPER MALE ADAPTER-2
TOTAL (SOLDER x THREAD CONNECTION).

COPPER TYPE "K" PIPE (LENGTH
AS REQUIRED).

WROUGHT COPPER 90° ELBOW-2 TOTAL
(SOLDER x THREAD CONNECTION).

PVC MAIN LINE TO POINT OF
CONNECTION.

BUSH AS NECESSARY FOR SIZE
TRANSITION.

REFER TO IRRIGATION LEGEND.

PVC SLEEVE BOTH SIDES.

FINISH GRADE.

CONCRETE PAD-SEE ENCLOSURE DETAIL.

CONCRETE SUPPORT BLOCK.

SCHEDULE 40 PVC MALE ADAPTER-2
TOTAL.
9 11
12 13
14 PVC MAIN LINE TO IRRIGATION SYSTEM.

NOTES:

1. 2.

3. 4.
10 FLOW
1 10
11 12
987 14
13 3
4 5
6 2
YB "Y" STRAINER SYSTEM (AS
REQUIRED).
2 12"[300mm]
SCALE: NONE
7 WEATHERPROOF WIRE SPLICE ASSEMBLY
1 2
3 4 5
INSTRUCTIONS:

STRIP WIRES APPROXIMATELY 1/2" (13 mm) TO EXPOSE WIRE.

TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND
TIGHT, DO NOT OVERTIGHTEN.

INSERT WIRE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE
CONNECTOR SNAPS PAST LIP IN BOTTOM OF TUBE.

PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND
CLOSE CAP UNTIL IT SNAPS.

INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND
FINISHED.

1. 2.

3. 4.

5. INTERIOR WALL
120 VOLT LOCKABLE WEATHERPROOF ON/OFF SWITCH PROVIDED UNDER IRRIGATION CONTRACT.
120 VOLT SERVICE TO CONTROLLER LOCATION PROVIDED BY CONTRACTOR.

IRRIGATION CONTROLLER.
120 VOLT SERVICE IN RIGID STEEL CONDUIT.

FINISH FLOOR.
5 6
4 3
2 1
1 4
3 2 5
6 50" MAX.

SCALE: NONE
6 CONTROLLER - INTERIOR WALL MOUNTED
LOW VOLTAGE WIRE IN SCHEDULE 40 PVC CONDUIT. 2-WIREBRASS BALL VALVE COMMON BRICK, TWO TOTAL-180° APART
10" ROUND X 12" DEEP PLASTIC VALVE BOX
4"
1/2"

REFER TOIRRIGATION
NOTE:

BRASS NIPPLES WILL ALLOW
FOR A 10 FPS FLOW THROUGH VALVE.

LEGEND

PEA GRAVEL (NO SOIL IN VALVE BOX)
SCALE: NONE
1 2
3 FINISH GRADE
4 5
6 7
1 2
3 5
7 4 BALL VALVE-BRASS

PVC MAIN LINE TO BACKFLOW
6 4
MALE ADAPTER. REFER TO LEGEND FOR FITTING TYPE.

EZ-FLO FERTILIZING SYSTEM MODEL NUMBER -
EZ001-CX 1.5 GALLON CAPACITY
1 PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB.

NOTE:

ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY.

SCALE: NONE
FINISHED GRADE.

VALVE BOX & COVER 17"L X 12"D X 12"W.

EZ-FLO SHUT OFF VALVES.
1 2
3 4
5 EZ-FLO MODEL EZ001-CX FERTILIZING SYSTEM- 13" X 8"D X 11"H. 6 FERTILIZER OUT-CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING.
7 WATER IN-CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING.
8 1/4" TUBING CLAMP-BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. 9 BRICK-1 EACH CORNER.
10 PVC MAIN LINE TO VALVE MANIFOLD.
11 EZ COUPLING CONNECTOR-INSTALL ACCORDING TO WATER DIRECTION FLOW ARROW.
12 PEA GRAVEL (1 CU. FT.)
13 PVC MAIN LINE FROM BACK FLOW PREVENTER.
2 3
4 4 5
6 7
8 9 10 11 12 13
5 NOTES & DETAILS - L505
SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 7
9 2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
5 7

DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND

LANDSCAPE - IRRIGATION
Attachment 5

66 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
SCALE: NONE

ON STRUCTURE UPPER LEVEL STUB-OUT
WITH BRONZE BALL VALVE1
1 1
2 3
4 8
7 BRONZE BALL VALVE.
6 10
9 PEX 90° ELBOW.

PEX MALE ADAPTER.

CONDUIT FOR CONTROL WIRES

THROUGH STRUCTURE PROVIDED BY
ELECTRICAL CONTRACTOR.

WATERPROOF ALL PENETRATIONS

PEX PIPE THROUGH STRUCTURE

PROVIDED BY PLUMBING
CONTRACTOR. WATERPROOF ALL
PENETRATIONS. 10
2 4
7 9
6 SCH 40 PVC MALE ADAPTER.
3 SLOPED ROOF BELOW PEDESTAL
SYSTEM
5 5

PVC MAIN LINE TO REMOTE
CONTROL VALVES.

ROOF DECK PAVERS8
11 11 10" ROUND PLASTIC VALVE BOX.

CUT BOX TO FIT BELOW

PEDESTAL PAVER SYSTEM

TWO-WIRE CABLE OR CONTROL WIRES
SCALE: NONE
3 1
2 CARSON 1220 BLACK

RECTANGULAR PLASTIC VALVE
BOX WITH LID. INSTALL PER
REMOTE CONTROL VALVE DETAIL.
15 18
SCHEDULE 80 PVC THREADED
FEMALE COUPLING TO SERVICE QCV.

IF NO QCV INSTALL A DURA 1" CAP
(PART #348-010)
SCHEDULE 80 PVC NIPPLE (LENGTH AS
REQUIRED).
19 20
SCHEDULE 80 PVC 90° ELBOW (TxT).

SCHEDULE 80 PVC NIPPLE (LENGTH AS
REQUIRED).

DURA 1"x1" THREADED
ADAPTER (PART #08303) 3
TOTAL.
9 13
14DRIP REMOTE CONTROL VALVE. REFER
TO LEGEND FOR MODEL.

SCHEDULE 40 PVC LATERAL TO DRIP

IRRIGATION
10 FILTER. REFER TO LEGEND FOR
MODEL.
5 NDS 1"LO-TORQ BALL VALVE
THREADED (PART #LT-1000-T)
DURA 1" SLIP X 1" SWIVEL (PART
#329-011) 4 TOTAL.

SCH 40 PVC 90° ELBOW (SxS) FROM
PVC MAIN LINE BELOW.

SCH 40 PVC PIPE. LENGTH AS
REQUIRED.
3 SCH 80 PVC MALE ADAPTER.
4 7
8 DURA 1" MULTI-PORT MANIFOLD (PART
#301-010-2)
11 40 PSI REGULATOR. REFER TO LEGEND
FOR MODEL.
12 DURA 1" x 3/4" MALE ADAPTER (PART
#08303-131). ONLY REQUIRED WITH 3/4"
OUTLET REGULATORS. USE 1"x1" DURA
THREAD ADAPTER ON 1" REGULATORS
16 BUBBLER OR SPRINKLER REMOTE
CONTROL VALVE. REFER TO LEGEND
FOR MODEL.
17 SCHEDULE 40 PVC LATERAL TO
BUBBLER OR SPRAY IRRIGATION.

DURA 1" MIPT x 1" SWIVEL 90° (PART
#306-009)
6 7 8 15 19
20 17
11 18
16 10
5 3
1 2
9 12
13 14
4 6

2.5"MIN.
22 QUICK COUPLING VALVE. INSTALL PER
DETAIL.
10" ROUND BOX. INSTALL PER DETAIL.
21 21
22 TWO REMOTE VALVE MANIFOLD DETAIL WITH QUICK COUPLING VALVE SCALE: NONE
4 1
2 CARSON 1220 BLACK

RECTANGULAR PLASTIC VALVE
BOX WITH LID. INSTALL PER
REMOTE CONTROL VALVE DETAIL.
15 16
SCHEDULE 80 PVC THREADED FEMALE
COUPLING TO SERVICE QCV. IF NO
QCV INSTALL A DURA 1" CAP (PART
#348-010)
SCHEDULE 80 PVC NIPPLE (LENGTH AS
REQUIRED).
17 18
SCHEDULE 80 PVC 90° ELBOW (TxT).

SCHEDULE 80 PVC NIPPLE (LENGTH AS
REQUIRED).

DURA 1"x1" THREADED
ADAPTER (PART #08303) 3
TOTAL.
9 13
14DRIP REMOTE CONTROL VALVE. REFER
TO LEGEND FOR MODEL.

SCHEDULE 40 PVC LATERAL TO DRIP

IRRIGATION
10 FILTER. REFER TO LEGEND FOR
MODEL.
5 NDS 1"LO-TORQ BALL VALVE
THREADED (PART #LT-1000-T)
DURA 1" SLIP X 1" SWIVEL (PART
#329-011) 4 TOTAL.

SCH 40 PVC 90° ELBOW (SxS) FROM
PVC MAIN LINE BELOW.

SCH 40 PVC PIPE. LENGTH AS
REQUIRED.
3 SCH 80 PVC MALE ADAPTER.
4 7
8 DURA 1" MULTI-PORT MANIFOLD (PART
#301-010-2)
11 40 PSI REGULATOR. REFER TO LEGEND
FOR MODEL.
12 DURA 1" x 3/4" MALE ADAPTER (PART
#08303-131). ONLY REQUIRED WITH 3/4"
OUTLET REGULATORS. USE 1"x1" DURA
THREAD ADAPTER ON 1" REGULATORSDURA 1" MIPT x 1" SWIVEL 90° (PART #306-009)
6 7 8 15 17
18 11
16 10
5 3
1 2
9 12
13 14
4 6

2.5"MIN.
20 QUICK COUPLING VALVE. INSTALL PER
DETAIL.
10" ROUND BOX. INSTALL PER DETAIL.
19 19
20 REMOTE VALVE MANIFOLD DETAIL WITH QUICK COUPLING VALVE SCALE: NONE
CARSON 1220 RECTANGULAR VALVE

BOX FOR FOUR VALVES OR CARSON
1419 FOR TWO VALVES

REMOTE CONTROL VALVE WITH

FLOW CONTROL AND MANUAL
BLEED. REFER TO TWO OR FOUR

VALVE MANIFOLD DETAIL FOR

INSTALLATION INSTRUCTIONS

VALVE CONTROL WIRE- PROVIDE
3M-DBY SEAL PACKS AT ALL
SPLICES AND 24" OF EXCESS UF
WIRE IN A 1" DIAMETER COIL
BRICK-1 EACH CORNER

FINISH GRADE
1 2
5 6
7 4
3 2
1 5
19 GAUGE 1/2" SQUARE WIRE MESH.

WRAP UP THE SIDES OF THE BOX
PEA GRAVEL OR 3/4" DRAIN ROCK- 4"

DEEP BELOW VALVE (NO SOIL IN

VALVE BOX)

BUBBLER OR SPRAY REMOTE CONTROL VALVE

IN TWO OR FOUR VALVE MANIFOLD
FLOW
6 7
3 4
5 8
SCH 40 PVC LATERAL LINE TO

BUBBLERS OR SPRAY
8 SCALE: NONE
CARSON 1220 RECTANGULAR VALVE

BOX FOR FOUR VALVES OR CARSON
1419 FOR TWO VALVES

VALVE CONTROL WIRE- PROVIDE
3M-DBY SEAL PACKS AT ALL
SPLICES AND 24" OF EXCESS UF
WIRE IN A 1" DIAMETER COIL
BRICK-1 EACH CORNER

FINISH GRADE
1 2
5 6
9 4
3 2
1 6
19 GAUGE 1/2" SQUARE WIRE MESH.

WRAP UP THE SIDES OF THE BOX
PEA GRAVEL OR 3/4" DRAIN ROCK- 4"

DEEP BELOW VALVE (NO SOIL IN

VALVE BOX)

DRIP REMOTE CONTROL VALVE IN TWO OR

FOUR VALVE MANIFOLD
7 9
3 4
5 6
SCH 40 PVC LATERAL LINE TO
DRIPLINE OR DRIP.
8 8
7 DRIP FILTER AND REGULATOR

REMOTE CONTROL VALVE WITH

FLOW CONTROL AND MANUAL
BLEED. REFER TO TWO OR FOUR

VALVE MANIFOLD DETAIL FOR

INSTALLATION INSTRUCTIONS
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch

KEYPLAN
-

08.05. 2022
DATE# REVISION LIST
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
L506
1/16" = 1'-0"

IRRIGATION DETAILS
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
SCALE: NONE

COPPER MAIN AND ELECTRICAL CONDUIT THRU
STUCTURE STUB OUT2
1 2
3 4
8 7
BRONZE BALL VALVE.
6 10
9 COPPER 90° ELBOW.

COPPER MALE ADAPTER.

CONDUIT FOR CONTROL WIRES

THROUGH STRUCTURE PROVIDED BY
ELECTRICAL CONTRACTOR.

WATERPROOF ALL PENETRATIONS

COPPER PIPE THROUGH STRUCTURE

PROVIDED BY PLUMBING
CONTRACTOR. WATERPROOF ALL
PENETRATIONS.
10 2
4 7

TWO-WIRE CABLE OR CONTROL
WIRES
9 6
SCH 40 PVC MALE ADAPTER.
3 EXTERIOR WALL
5 5

PVC MAIN LINE TO REMOTE CONTROL
VALVES.

FINISH GRADE
8 11
11 10" ROUND PLASTIC VALVE BOX
WITH BRICKS TO SUPPORT BOX.
1 SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 7
9 2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
5 7

DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND
NOTES & DETAILS - L506

LANDSCAPE - IRRIGATION
Attachment 5

67 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

KEYPLAN
-

08.05. 2022
DATE# REVISION LIST
San Francisco CA 94107
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
L507
1/16" = 1'-0"

IRRIGATION DETAILS
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
1 4
6 2
#14AWG TWO WIRE CABLE FROM
CONTROLLER. REFER TO IRRIGATION NOTES
FOR MODEL NUMBER OF WIRE. ALLOW A
24" SLACK PER DECODER. USE ELECTRICAL
TAPE TO HOLD SLACK CABLES TOGETHER.

DECODER

TWO WIRE CABLE TO NEXT DECODER

ALL DECODERS SHALL HAVE A VALVE NUMBER ADDRESSED AT
CONTROLLER PRIOR TO INSTALLATION.

NOTE:

1. 8 VALVE BOX. REFER TO REMOTE

CONTROL VALVE DETAIL FOR
INSTALLATION INSTRUCTIONS.
9 REMOTE CONTROL VALVE. REFER TO

REMOTE CONTROL VALVE DETAIL FOR
INSTALLATION INSTRUCTIONS.3M DBR/Y-6 OR APPROVED EQUAL
WATERPROOF SPLICE KIT (4 TOTAL)

DECODER WIRING IN CONDUIT
SCALE: NONE
2 1
6 7
3 3
9 8
3 DECODER
USE U.F. SAFETY CABLE STRIPPER BY KING INNOVATION (MODEL NUMBER 46200) FOR ALL TWO-WIRE SPLICE CONNECTIONS.

2. A MAXIMUM OF 4" OF WIRE SHALL BE

STRIPPED FROM TWO WIRE CABLE WHEN
SPLICING AT DECODERS.
4 CONNECT CORRECT DECODER WIRES

TO VALVE SOLENOID WIRES
7 5
5 CONNECT CORRECT DECODER WIRES TO
TWO WIRE CABLES.
10 1.25" CONDUIT FOR 2 WIRE CABLE

WITH LONG SWEEPS IN AND OUT OF
EACH VALVE BOX. SEAL ALL CONDUIT

OPENINGS WITH WATERPROFF
FOAM.
4 SCALE: NONE

TWO WIRE
CABLE
10" ROUND VALVE BOX
2-WIRE SPLICE BOX AT MAIN LINE TEE OR 3

WAY WIRE BRANCH
3M DBR/Y-6 OR

APPROVED EQUAL

WATERPROOF
CONNECTOR.

SCALE: NONE
2 1
2 3
4 2-WIRE PATH JACKETED/ TWISTED

TO NEXT DECODER
6 INSTALL 5/8" DIAMETER COPPER
GROUND ROD OF 8' LENGTH.
7 NOTE:
2-WIRE PATH JACKETED/ TWISTED FROM
CONTROLLER. ALLOW A 24" SLACK PER

DECODER

LIGHTNING ARRESTOR
1 2
3 4
7 5

1.25" CONDUIT FOR 2 WIRE CABLE

WITH LONG SWEEPS IN AND OUT OF
EACH VALVE BOX. SEAL ALL CONDUIT

OPENINGS WITH WATERPROOF
FOAM.

CONDUIT FOR
TWO WIRE CABLE.

SEAL OPENINGS WITH
WATERPROOF FOAM.

FINISH GRADE
SCALE: NONE
1 IRRIGATION TWO WIRE PULL BOX
3M DBR/Y-6 OR APPROVED EQUAL
WATERPROOF SPLICE KIT (4 TOTAL)
11 10
BRICK-ONE ON EACH CORNER11
8 BRICK-ONE ON EACH CORNER8

PEA GRAVEL

BRICK-ONE ON
EACH CORNER1
2 3
5 3"
1 6
3 FINISH GRADE
24" LOOP OF TWO WIRE CABLE.

SCHEDULE 40 U.L. LISTED PVC

CONDUIT
8 PEA GRAVEL OR 3/4" [20mm] DRAIN
ROCK - 4" [102mm] DEEP BELOW
VALVE (NO SOIL IN VALVE BOX).
8 2
5 BRICK-ONE ON EACH CORNER
4 7
7 SEAL ALL CONDUIT OPENINGS
WITH WATERPROOF FOAM.
9 9

GREY RECTANGULAR PLASTIC VALVE
BOX WITH BOLT DOWN LID. HEAT
BRAND "PB" INTO LID.

LIGHTNING ARRESTOR (MODEL
WT2W-LSP). 1 EVERY 500' FROM
STARTING FROM CONTROLLER.

TWO WIRE DECODER SYSTEMS MUST BE PROPERLY GROUNDED IN ORDER TO PROTECT AGAINST LIGHTNING SURGES. THE COMMUNICATION CABLE MUST BE GROUNDED NO FURTHER THAN 500' FROM ANY DECODER. THE SURGE DEVICE MUST BE A WEATHERTRAK MODEL WT2W-LSP. THE MINIMUM DISTANCE BETWEEN THE SURGE ARRESTOR AND THE GROUND ROD SHOULD BE 3' (91.4CM). WEATHERTRAK

RECOMMENDS A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A 3M DBY-6 WATERPROOF CONNECTOR. 9 9 GREY RECTANGULAR PLASTIC VALVE
BOX WITH BOLT DOWN LID. HEAT
BRAND "GR" INTO LID.
6 4
SCHEDULE 40 PVC SWEEP ELLS
18 GAUGE 1/2" [13mm] SQUARE
STAINLESS STEEL WIRE MESH.
6 5 18 GAUGE 1/2" [13mm] SQUARE
STAINLESS STEEL WIRE MESH.

CONTROLLER ID AND
STATION NUMBER.

INSTRUCTIONS:

TOP VIEW
36"
EDGE OF LAWN, WALK, ETC.

SCALE: NONE

CENTER VALVE BOX OVER REMOTE CONTROL VALVES TO
FACILITATE SERVICING VALVE.

SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA.

SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO LAWN.

SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO
EDGE OF LAWN, WALK, FENCE, CURB, ETC.

AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO
PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.

INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS

REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY
ACCESS.

1. 2.

3. 4.

5. 6.
10" DIAMETER ROUND VALVE
BOX. FOR QCV AND GATE
VALVE. HEAT BRAND VALVE

TYPE INTO INTO LID
15" x 21" OR 14" x 19"

RECTANGULAR VALVE
BOX.
8 VALVE BOX INSTALLATION (ALL BOXES

AND LID ARE BLACK IN COLOR)
12"
SCALE: NONE
6 QUICK COUPLING VALVE
NOTE:

SIDE VIEW

TOP VIEW
10" ROUND PLASTIC VALVE BOX
WITH BOLT DOWN LID.
1 1/4" x 1 1/4" x 3/16" [30mm x 30mm x
5mm] ANGLE IRON 30" [760mm]
LONG W/2 STAINLESS STEEL
STRAPS (ONE AROUND QCV).

PVC MAIN LINE.
3" [75mm] LONG SCHEDULE 80 PVC
THREADED NIPPLE.

QUICK COUPLING VALVE.

SCHEDULE 80 PVC THREADED
NIPPLE.
10" [250mm] LONG SCHEDULE 80
PVC THREADED NIPPLE.

UPC APPROVED SCHEDULE 40 PVC
TEE OR ELBOW.

SCHEDULE 80 PVC THREADED 90°
ELL.
1 2
3 4
5 6
7 8
9 10

NIPPLES AND FITTINGS TO BE

SAME SIZE AS VALVE IPT INLET
THREAD SIZE.

REFER TO

IRRIGATION
LEGEND
1 2
3 4
6 5
9 10
11 12
FINISH GRADE.
7 8
19 GAUGE 1/2" [13mm] SQUARE
WIRE MESH.

BRICK - 2 TOTAL.
11 12
PEA GRAVEL OR 3/4" DRAIN ROCK- 4"
[100mm] DEEP BELOW VALVE (NO
SOIL IN VALVE BOX).
13 13
SCALE: NONE
NOTE:

1. NIPPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD SIZE.

2. TRIM VALVE BOX LENGTH AS NECESSARY TO BE FLUSH WITH TOP OF PLANTING TILES.

3. IF NECESSARY SLOT SIDES VALVE BOX TO ALLOW PASSAGE OF PIPE THROUGH BOTTOM OF VALVE BOX.

QUICK-COUPLING VALVE
VALVE BOX WITH COVER:
10-INCH SIZE. CUT BOX TO FIT
WITHIN SOIL AREA.

PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)

SIDE VIEW
SCHEDULE 80 PVC
THREADED 90° ELL.

INSTALL ON TWO BRICKS OR

DIRECTLY ON FOAM OR
WATERPROOFING.

FINISH GRADE

CRUSHED ROCK

QUICK COUPLING VALVE-ON STRUCTURE
-UPPER LEVEL7

ALL TREE VALVES

TO HAVE TREE

BRANDED INTO
LID.
5 POP-UP SPRAY SPRINKLER - SHRUB
24"
1"
1 2
3 4
5 6
WALL, WALK, CURB OR BUILDING.

PVC LATERAL LINE.

UPC APPROVED SCHEDULE 40 PVC
TEE OR ELBOW.

POP-UP SHRUB SPRAY SPRINKLER
OR BUBBLER.

FINISH GRADE.
1/2" [13mm] SCHEDULE 80 PVC

THREADED NIPPLE (LENGTH AS
REQUIRED).
1/2" [13mm] SCHEDULE 40 PVC
THREADED 90° ELL.
1/2" [13mm] SCHEDULE 40 PVC
STREET ELL.
7 8
9 1
2 3
4 5
6 7
8 9
[25mm]
1/2" [13mm] FLEXIBLE IPS HOSE 6"
[150mm] LONG WITH MALE
ADAPTERS OR 1/2" [13mm] FLEXIBLE
SWING JOINT (1/2" x 6") [13mm x
150mm] WITH A MINIMUM
PRESSURE RATING OF 100 PSI
[690kPa].
12" BETWEEN
SPRINKLERS AND 18"

BELOW SPRINKLER
SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 7
9 2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
5 7

DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND
NOTES & DETAILS - L507

LANDSCAPE - IRRIGATION
Attachment 5

68 LU SUBMITTAL 05 JULY 05, 2023
LU SUBMITTAL 04 MARCH 2ND, 2023
SHEET NO:

SHEET TITLE:

DATEISSUES
PROJECT NO.:

DATE:

SCALE:

All drawings and written material appearing herein constitute original and unpublished work of the If this drawing is not 24"x36", then the drawing has been revised from its original size.

KEYPLAN
-

08.05. 2022
DATE# REVISION LIST
415.503.0060
170 SAN ZENO WAY
SUNNYVALE, CA 94086

KIFER DEVELOPMENT
L508
1/16" = 1'-0"

IRRIGATION DETAILS
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com
SCALE: NONE
1 TRENCHING
2 1
3 4
5 CLEAN BACKFILL MATERIAL.

FINISH GRADE.

LATERAL LINE. MAIN LINE.

TWO WIRE CABLE IN CONDUIT4 3" DETECTABLE WARNING TAPE OVER MAIN LINE.

INSTALL 3" ABOVE MAIN LINE. USE CHRISTY MODEL
#TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS OR
#TA-DT-3-PRW FOR RECYCLED IRRIGATION WATER

SYSTEMS
NOTES:

1. ALL MAIN SUPPLY LINES AND LATERAL LINES SHALL BE PLACED IN SLEEVES UNDER PAVED SURFACES. INSTALL LOW VOLTAGE WIRES WITHIN A SEPARATE CONDUIT UNDER PAVED SURFACES. DO NOT TAPE WIRES WITHIN CONDUIT.

2. REUSE SALVAGED EXCAVATED FILL AND COMPACT TO ORIGINAL DENSITY IN LANDSCAPE AREAS. ALL OTHER AREAS SHALL BE AT 95% COMPACTION.

BACKFILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES, FREE FROM ROCKS (ANYTHING LARGER THAN 2"), CONCRETE CHUNKS, AND OTHER FOREIGN OR COARSE MATERIALS.

3. WHEN 12" POP-UP SPRINKLER HEADS ARE USED, INCREASE THE DEPTH OF LATERAL TO 18" AT THE SPRINKLER LOCATION ONLY.
8"-12" MIN.

LATERAL, MAIN,

AND WIRES
6" MIN.

MAIN AND

WIRES ONLY

LATERAL
ONLY

MULTIPLE

LATERALS
4"
18"
12"
4"
2 1
3 4
6 5
SCALE: NONE
6 TORO DL 2000 CENTER FEED MANIFOLD
1 2
3 4
5 6
7 8
9 ISOMETRIC
9 8
7 6
54 3
1 2
NOTE:

THE TOTAL LENGTH OF A SINGLE DRIP LINE RUN SHALL NOT EXCEED 300 FT.

FINISH GRADE.

DEPTH OF TUBING PER
IRRIGATION LEGEND.

DEPTH OF PVC LATERAL LINE

PER IRRIGATION LEGEND
DRIPLINE TUBING.

BLANK 5/8" [16mm] POLY

TUBING, LENGTH AS
NECESSARY.

PVC TEE (SxSxT) WITH 1/2" [13mm]
FPT OUTLET.

PVC LATERAL LINE FROM REMOTE
CONTROL VALVE.

TORO TRI-LOC TEE (TL-T)

TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIP RINGS AROUND TREE
SCALE: NONE
2 3
4 5
6 BLANK TUBING

DRIPLINE

LOC-EZE TEE (TYP)

TREE TRUNK
2 3
4 5
7 9
2 6
1 12"
8 1 FIGURE 8 LINE END 7 ROOT BALL
8 3

ADAPTER TEE FROM PVC TO
DRIPLINE.
6-INCH SOIL STAPLE (TYP)
EQUALLY SPACE 4 AROUND EACH

TUBE RING
9 LOCATE FIRST DRIPLINE RING

HALFWAY BETWEEN THE TRUNK AND
EDGE OF ROOTBALL. LOCATE THE

SECOND DRIPLINE RING AT EDGE OF
ROOTBALL. LOCATE THE THIRD RING
12" OUTSIDE THE SECOND RING
NOTE:

SUGGESTED QUANTITY DRIP RINGS PER TREES SIZE:
· 15 GAL OR 24" BOX = 2 RINGS
· 36 GAL OR 48" BOX = 3 RINGS
· 60 GAL OR LARGER = 4 RINGS
SCALE: NONE
DET: TRENCH
2 1
2 3
CLEAN BACKFILL MATERIAL.

FINISH GRADE.
1 2
3 6"-8"

ALL LATERAL LINES SHALL BE PLACED IN SLEEVES UNDER PAVED SURFACES.

1. NOTES:

PVC LATERAL LINE.

TRENCHING UPPER LEVELS
SCALE: NONE
4 TORO DL 2000 CENTER FEED LAYOUT
SCALE: NONE
5 TORO DL 2000 END FEED LAYOUT
11 10
8 9
1 2
3 4
5 6
7 FLUSH VALVE PLUMBED

TO FLUSH MANIFOLD AT

LOW POINT

MANIFOLD-TO-ELBOW
CONNECTION (TYP).

PVC LATERAL LINE FROM
VALVE. MINIMUM SIZE TO
BE 1" UNLESS OTHERWISE
NOTED.

MANIFOLD-TO-TEE
CONNECTION.

DRIPLINE LATERAL.

AIR/VACUUM RELIEF

LATERAL, BLANK POLY

TUBING CENTERED ON
MOUND OR BERM.

AIR/VACUUM RELIEF
PLUMBED TO BLANK 5/8"

POLY TUBING AT EACH
HIGH POINT.

PERIMETER LATERALS
2" [50mm] TO 4" [100mm]
FROM EDGE.

AREA PERIMETER.
12 DRIPLINE OPERATION

INDICATOR LOCATED AT

THE ENDS OF EACH
DRIPLINE ZONE.
11 10
8 9
1 2
3 4
5 6
7 MANIFOLD-TO-ELBOW
CONNECTION (TYP).

DRIPLINE LATERAL.

AIR/VACUUM RELIEF

VALVE PLUMBED TO
BLANK 5/8" TUBING AT
EACH HIGH POINT.

AIR/VACUUM RELIEF
LATERAL, BLANK 5/8"

POLY TUBING

CENTERED ON MOUND
OR BERM.

PERIMETER LATERALS
2" [50mm] TO 4" [100mm]
FROM EDGE.

AREA PERIMETER.

DRIP OPERATION

INDICATOR LOCATED AT

THE ENDS OF EACH
DRIPLINE ZONES.

AUTOMATIC FLUSH

VALVE PLUMBED TO

FLUSH MANIFOLD AT
LOW POINT.

NOTE:

1. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP

LINE OFF A SINGLE PVC SUPPLY LINE CONNECTION OR
A SINGLE RUN OF DRIPLINE SHALL NOT EXCEED 300 FT.

2. INSTALL DRIPLINE 2"-4" BELOW GRADE AND STAKE
DOWN EVERY 4' OR AS REQUIRED.

PVC FLUSH MANIFOLD.

MINIMUM SIZE TO BE 1"

UNLESS OTHERWISE
NOTED.

PVC LATERAL LINE
FROM VALVE. MINIMUM
SIZE TO BE 1" UNLESS
OTHERWISE NOTED.
1" FLEXIBLE PVC IPS
HOSE FLUSH MANIFOLD.
1" FLEXIBLE PVC IPS
HOSE FLUSH MANIFOLD.

NOTE:

1. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP

LINE OFF A SINGLE PVC SUPPLY LINE CONNECTION OR
A SINGLE RUN OF DRIPLINE SHALL NOT EXCEED 300 FT.

2. INSTALL DRIPLINE 2"-4" BELOW GRADE AND STAKE
DOWN EVERY 4' OR AS REQUIRED.

PLAN
FV
FV
AV
PVC SUPPLY MANIFOLD.

EXTEND TO END OF

ZONE/EXHAUST
HEADER.
1 2
3 4
5 6
7 8
9 10
11 1212
PLAN
FV
AV
10 9
8 7
6 5
4 3
2 1
11 SCALE: NONE
DRIPLINE-FLUSH POINT8
3 7
5 4
2 1
1" IPS PVC HOSE FROM EXHAUST HEADER.

BRICK (1 OF 2)
NOTE:

ALLOW A MINIMUM OF PVC HOSE IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.
2 4
5 1
6 6 7
1/2" SCH 40 THREADED
BALL VALVE.
6" BLACK ROUND PLASTIC

VALVE BOX WITH PURPLE
LID.

PEA GRAVEL SUMP (6"
DEEP).

FINISH GRADE
3 1/2" SCH 40 MALE
ADAPTER.
7 570 POP-UP DRIP OPERATION INDICATOR
FINISH GRADE.
570 POP-UP DRIP OPERATION INDICATOR ASSEMBLY
(TORO MODEL 570-DRIP-IND) INSTALLED AT FURTHEST
POINT DOWNSTREAM OF ZONE VALVE.

PVC OR SWING PIPE SWING JOINT ASSEMBLY.

PVC DRIP ZONE FOOTER.

DEPTH OF PVC LINE PER SPECIFICATIONS.

NOTE: TEFLON TAPE ALL THREADED JOINTS
1 2
3 4
5 10"-12"
5 4
6" MIN. 8"-12" MIN.

SHEE
SHEE
PRO
DATE
SCAL
All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Designer.

If this drawing is not 24"x36", then the drawing has been revised from its original size.

Noted scales must be adjusted. This line should be equal to one inch KEYP
#
IRR
Irrigation Consultant:
2760 Camino Diablo
Walnut Creek, CA 94597
tel 925.939.3985 t fax 925.932.5671
www.rmairrigation.com

NOT TO SCALE

SECTION
SCALE: NONE
DRIPLINE TO PVC CONNECTION1
1 FINISH GRADE
8 7
9 2 CARSON 708 OR EQUAL.

COLOR: BLACK
3 DRIPLINE TUBING
4 TORO TRI-LOC TEE X 1/2"

FPT ADAPTER
5 TORO 1/2" CHECK VALVE
(PCV-500)
6 1/2" SCH 40 MALE ADAPTER.
7 8
BRICK (1 OF 2)
1/2" SCH 40 PVC (LENGTH AS

REQUIRED)
9 PVC LATERAL LINE SUPPLY.

MINIMUM SIZE TO BE 1" UNLESS

SIZED DIFFERENTLY ON
DRAWINGS. USE SCH 40 PVC
1"x1"x1/2" TEE OR 90° ELBOW.

SCALE: NONE
2 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 6FINISH GRADE TORO TRI-LOC MPT
ADAPTER (TL-M50)

DRIPLINE TUBING

TORO BLUE STRIPE POLY
TUBING (EHD1645)

SECTION/ELEVATION

NOT TO SCALE
6 TORO TRI-LOC ELBOW
(TL-E)
5 7

DEPTH OF TUBING PER
IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT)
WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL

LINE PER IRRIGATION
LEGEND

LANDSCAPE - IRRIGATION
NOTES & DETAILS - L508
Attachment 5