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Resolution Number 24-01-16-011 1/16/2024 RESOLUTION NO. 24-01-16-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO CERTIFYING THE ENVIRONMENTAL IMPACT REPORT (STATE CLEARINGHOUSE # 2021110267) FOR THE SAN JUAN CAPISTRANO SKATEPARK AND TRAIL PROJECT; ADOPTING ENVIRONMENTAL FINDINGS, A STATEMENT OF OVERRIDING CONSIDERATIONS, AND A MITIGATION MONITORING AND REPORTING PROGRAM FOR THE PROJECT PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT; AND APPROVING THE SAN JUAN CAPISTRANO SKATEPARK AND TRAIL PROJECT (CIP 21201) (ASSESSOR PARCEL NUMBER: 121-190-57) WHEREAS, there has been long-standing demand in the City of San Juan Capistrano (“City”) for a skatepark facility to be developed within the City; and WHEREAS, on May 4, 2021, the City Council initiated a Code Amendment to amend the Kinoshita Farm Specific Plan (SP 85-01) to allow a public skatepark and trail as allowed uses (“Code Amendment”) and a Rezone (RZ) to change the property’s current zoning from Agriculture/Specific Plan to Specific Plan (“Rezone”); and WHEREAS, plans have been developed for a City Skatepark and Trail Project (CIP 21201) that would include a 42,575 square foot public skatepark, playground, restroom building, raised berm seating, and landscaping on the southwest corner of the Kinoshita Farm property, as well as a new multi-use public trail that would connect The Farm residential development to the proposed skatepark and Camino Del Avion (“City Skatepark and Trail Project,” “Code Amendment,” and “Rezone” referred to collectively herein as the “Project”); and WHEREAS, the Project is proposed to be located on approximately 1.75 acres of land at 32681 Alipaz Street (APN 121-190-57), San Juan Capistrano, California (hereafter referred to as “Project site”) that is part of the larger City-owned, 28-acre property known as the Kinoshita Farm property; and WHEREAS, the Project requires various approvals from the City, including Code Amendment (CA) 22-007 to amend the Kinoshita Farm Specific Plan (SP) 85-01 to allow a public skatepark and trail as allowed uses and Rezone (RZ) 22-005 to rezone the Project site from Agri-Business (A)/Specific Plan (SP) to Specific Plan (SP); and WHEREAS, pursuant to Public Resources Code section 21067 of the California Environmental Quality Act (Pub. Resources Code, § 21000 et seq.) (“CEQA”), Section 15367 of the State CEQA Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), and the City's Local CEQA Guidelines, the City is the lead agency for the proposed Project; and 2 1/16/2024 WHEREAS, pursuant to CEQA and the State CEQA Guidelines, the City determined that an Environmental Impact Report (“EIR”) should be prepared to analyze all potential adverse environmental impacts of the proposed Project; and WHEREAS, the City issued a Notice of Preparation (“NOP”) for the Draft EIR on February 2, 2023, which was sent to each responsible agency, trustee agency, the Office of Planning and Research (“OPR”), and interested parties, including members of the public who had requested such notice; and WHEREAS, the City held a public scoping meeting on February 23, 2023 to further solicit comments on the scope of the Draft EIR; and WHEREAS, on August 17, 2023, the City initiated a 45-day public review and comment period of the Draft EIR for the proposed Project and released the Draft EIR for public review and comment; and WHEREAS, pursuant to State CEQA Guidelines section 15086, the City consulted with and requested comments from all responsible and trustee agencies, other regulatory agencies, and others during the 45-day public review and comment period; and WHEREAS, the City received one letter from a public agency, two letters from organizations, and sixteen letters from community members during the 45-day public review and comment period; and WHEREAS, the City has prepared a Final EIR, which includes comments received during the 45-day public review and comment period on the Draft EIR, written responses to those comments, and revisions to the Draft EIR. For the purposes of this Resolution, the “EIR” shall refer to the Draft EIR, as revised by the Final EIR, together with the other sections of the Final EIR; and WHEREAS, the City has prepared certain findings of fact, as set forth in Exhibit A to this Resolution, attached hereto and incorporated herein, based upon the oral and written evidence presented to it as a whole and the entirety of the administrative record for the Project, which is incorporated herein by this reference; and WHEREAS, environmental impacts that are identified in the EIR as less than significant and do not require mitigation are described in Section 2 of Exhibit A; and WHEREAS, environmental impacts that are identified in the EIR that are less than significant with incorporation of mitigation measures are described in Section 3 of Exhibit A; and WHEREAS, environmental impacts identified in the EIR as significant and unavoidable even with the implementation of feasible mitigation are described in Section 4 of Exhibit A; and 3 1/16/2024 WHEREAS, the cumulative impacts of the Project, identified in the EIR and set forth herein, are described in Section 5 of Exhibit A; and WHEREAS, the project will not result in any significant growth-inducing impacts as set forth in the EIR and further discussed in Section 6 of Exhibit A; and WHEREAS, an analysis of alternatives to the proposed Project as set forth in the EIR is further discussed in Section 7 of Exhibit A; and WHEREAS, all the mitigation measures identified in the EIR to substantially lessen the potentially significant impacts of the proposed Project are set forth in the Mitigation Monitoring and Reporting Program (MMRP) included as Exhibit B to this Resolution, attached hereto and incorporated herein; and WHEREAS, on December 13, 2023, the Planning Commission conducted a duly- noticed public hearing concerning the Project, and the Planning Commission recommended that the City Council certify the EIR, adopt the CEQA Findings of Fact, adopt the Statement of Overriding Considerations, adopt the MMRP, and approve the Project; and WHEREAS, the City Council has heard, been presented with, reviewed and considered all of the information and data in the administrative record, including the EIR, and all oral and written evidence presented to it during all meetings and hearings relating to the Project; and WHEREAS, the EIR reflects the independent judgment of the City Council and is deemed adequate for purposes of making decisions on the merits of the Project; and WHEREAS, the City has not received any comments or additional information that constituted substantial new information requiring recirculation of the EIR under Public Resources Code section 21092.1 or State CEQA Guidelines section 15088.5; and WHEREAS, all the requirements of CEQA, the State CEQA Guidelines, and the City's Local CEQA Guidelines have been satisfied by the City in the EIR, which is sufficiently detailed so that all of the potentially significant environmental effects of the proposed Project have been adequately evaluated; and WHEREAS, on January 16, 2024, the City Council conducted a duly-noticed public hearing on the EIR and the Project, at which all persons wishing to testify were heard; and WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred, 4 1/16/2024 THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO DOES HEREBY FIND AND RESOLVE AS FOLLOWS: SECTION 1. The City Council of the City of San Juan Capistrano hereby finds and determines that all of the above recitals are true and correct and incorporates the above recitals as if fully set forth herein; SECTION 2. The City Council hereby finds that it has been presented with the EIR, which it has reviewed and considered, and further finds that the EIR is an accurate and objective statement that has been completed in full compliance with CEQA and the State CEQA Guidelines. The City Council finds that the EIR reflects the independent judgment and analysis of the City and the City Council. The City Council declares that no evidence of new significant impacts or any new information of “substantial importance” as defined by State CEQA Guidelines section 15088.5, has been received by the City after circulation of the Draft EIR that would require recirculation. Therefore, the City Council hereby certifies the EIR based on the entirety of the record of proceedings. SECTION 3. The City Council has considered, and hereby adopts, the CEQA Findings of Fact pursuant to State CEQA Guidelines section 15091, and the Statement of Overriding Considerations pursuant to State CEQA Guidelines section 15093, both of which are attached hereto as Exhibit A and incorporated herein by this reference. SECTION 4. Pursuant to Public Resources Code section 21081.6, the City Council hereby adopts the Mitigation Monitoring and Reporting Program attached hereto as Exhibit B and incorporated herein by this reference, and makes implementation of the Mitigation Measures contained in the Mitigation Monitoring and Reporting Program a condition of approval of the Project. In the event of any inconsistencies between the Mitigation Measures set forth in the EIR or the Findings of Fact and the Mitigation Monitoring and Reporting Program, the Mitigation Monitoring and Reporting Program shall control. SECTION 5. The City Council has considered the Project (CIP 21201) and reviewed project plans, provided and incorporated herein by reference as Exhibit C, for conformity with the General Plan and consistency with the Land Use Code, surrounding community and Design Guidelines, and other applicable City requirements pursuant to Title 9, Section 9-2.337 of the Land Use Code of the City of San Juan Capistrano. The City Council hereby makes the following findings: 5 1/16/2024 1.The Project is consistent with the goals, policies, and objectives of the General Plan, including the Parks and Recreation Element and Circulation Element, because the goals and policies of these Elements are substantially implemented through the Project. The Project is consistent with the following policies and objectives: Parks and Recreation Goal #1: Provide, develop, and maintain ample park and recreation facilities that provide a diversity of recreational activities. Policy 1.4: Develop and maintain a balanced system of public and private recreational lands, facilities, and programs to meet the needs of the community. Policy 1.7: Provide parkland improvements and facilities that are durable and economical to maintain. Parks and Recreation Goal #2: Develop and expand the existing bicycle, hiking, and equestrian trail system and facilities. Policy 2.1: Develop and expand the existing trails network that supports bicycles, pedestrians, and horses, and coordinate linkages with those networks of adjacent jurisdictions. Circulation Element Goal #3: Provide an extensive public bicycle, pedestrian, and equestrian trails network. Policy 3.1: Provide and maintain an extensive trails network that supports bicycles, pedestrians, and horses and is coordinated with those networks of adjacent jurisdictions. The Project conforms to the General Plan Parks and Recreation Element because the project would deliver a new skatepark amenity, which was identified as a community priority as part of a citywide recreation needs assessment conducted in 2007. Moreover, the Project conforms with the General Plan Circulation Element because it includes a multiuse trail that would connect The Farm residential development to the project site, providing trail connection from Del Obispo Street to Camino Del Avion. Moreover, the Project conforms to the General Plan Parks and Recreation Element because of the high-quality, durable materials proposed to be used for the Project’s construction. Additionally, the Project will be economical to maintain; notably, a Cost Sharing and Cooperative Agreement with the City of Dana Point provides that Dana Point will contribute $25,000 annually to the maintenance costs of the future skatepark, once operational. 6 1/16/2024 2.The City Skatepark and Trail Project plans are consistent with the Land Use Code, surrounding community and Design Guidelines, and other applicable City requirements as follows: General Design Issue/Principal 6: Richness of Details and Materials, which provides: “Building materials, surfaces, finishes, lighting and landscaping should be high quality. They should be designed and executed with a high degree of craftsmanship. Design features should be subtle, not ostentatious. High quality design standards should apply to all private as well as public projects…” The Project is consistent with General Design Issue/Principal 6 because it includes an agrarian themed color palette, seating areas, citrus trees and landscaping, durable concrete skatepark elements, and a playground structure that convey a sense of richness in materials and craftsmanship. General Design Issue/Principal 8: Linkages and Connections, which provides: “Site planning should maximize linkages and connections to surrounding public uses, activities, and pedestrian networks. Consideration should be given to creation of a hierarchy of pedestrian pathways and public spaces.” The Project includes a new multiuse public trail which will enhance the pedestrian access to the proposed skatepark, City’s Community Center and sports fields, as well as The Ecology Center property. The Project further complies with all applicable provisions of Title 9 of the San Juan Capistrano Municipal Code and any applicable specific plan or comprehensive development plan because the Project is a major capital improvement project as defined in Section 9-2.337 of the Municipal Code. The Project complies with Section 9-2.337 because the Project has undergone required environmental review, the Project has been noticed in accordance with the Code, and the Parks, Recreation and Community Services Commission has reviewed the Project, and the Planning Commission has reviewed the Project. For all of the foregoing reasons, the City Council approves the Project. SECTION 6. The location and custodian of the documents and any other material that constitute the record of proceedings on which this Resolution has been based are located at the Development Services Department, 30448 Rancho Viejo Rd., # 110, San Juan Capistrano, CA 92675. The custodian for these records is the Development Services Department Administrative Coordinator. This information is provided pursuant to Public Resources Code section 21081.6. 7 1/16/2024 SECTION 7. The City Council directs City staff to cause a Notice of Determination to be filed and posted with the County Clerk and the State Clearinghouse within five working days of approval of the Project. PASSED APPROVED AND ADOPTED this 16th day of January 2024. SERGIO FARIAS, MAYOR ATTEST: MARIA MORRIS, CITY CLERK STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, Maria Morris, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing Resolution No. 24-01-16-01 was duly adopted by the City Council of the City of San Juan Capistrano at a Regular meeting thereof, held the 16th day of January 2024, by the following vote: AYES: COUNCIL MEMBERS: Hart, Taylor, Campbell, Bourne and Mayor Farias NOES: COUNCIL MEMBERS: None ABSENT: COUNCIL MEMBERS: None ____________________________ MARIA MORRIS, CITY CLERK 8 1/16/2024 EXHIBIT “A” FINDINGS OF FACT AND STATEMENT OF OVERRIDING CONSIDERATIONS 1 1/16/2024 FINDINGS OF FACT AND STATEMENT OF OVERRIDING CONSIDERATIONS The California Environmental Quality Act (Pub. Resources Code, § 21000 et seq.) (“CEQA”) provides that public agencies shall not approve or carry out a project for which an environmental impact report (“EIR”) has been certified that identifies one or more significant adverse environmental effects of a project unless the public agency makes one or more written Findings for each of those significant effects, accompanied by a brief explanation of the rationale for each Finding (State CEQA Guidelines [Cal. Code Regs., tit. 14, § 15000 et seq.], § 15091). This document presents the CEQA Findings of Fact made by the City of Lake Forest, in its capacity as the CEQA lead agency, regarding the 2040 Lake Forest General Plan Alternative 2 (“Alternative 2 General Plan”), evaluated in the Draft Environmental Impact Report (“Draft EIR”) and Final Environmental Impact Report (“Final EIR”) for the Project. SECTION 1: INTRODUCTION Pursuant to Section 15091 of the State CEQA Guidelines, where an EIR for a project determines that the project will have one or more significant environmental impacts, a public agency may only approve or carry out the project if the agency makes one or more of the following written finding(s) for each of those significant effects, accompanied by a brief explanation of the rationale for each finding: 1.Changes or alterations have been required in, or incorporated into, the project which avoid or substantially lessen the significant environmental effect as identified in the final EIR. 2.Such changes or alterations are within the responsibility and jurisdiction of another public agency and not the agency making the finding. Such changes have been adopted by such other agency or can and should be adopted by such other agency. 3.Specific economic, legal, social, technological, or other considerations, including provision of employment opportunities for highly trained workers, make infeasible the mitigation measures or alternatives identified in the final EIR. While CEQA requires that lead agencies adopt feasible mitigation measures or alternatives to substantially lessen or avoid significant environmental impacts, an agency need not adopt infeasible mitigation measures or alternatives. (Pub. Resources Code, §21002.1(c) [if “economic, social, or other conditions make it infeasible to mitigate one or more significant effects on the environment of a project, the project may nonetheless be carried out or approved at the discretion of a public agency”]; see also State CEQA Guidelines, § 15126.6(a) [an “EIR is not required to consider alternatives which are infeasible”].) CEQA defines “feasible” to mean “capable of being accomplished in a successful manner within a reasonable period of time, taking into account economic, environmental, social, and technological factors.” (Pub. Resources Code, § 21061.1.) 2 1/16/2024 The State CEQA Guidelines add “legal” considerations as another indicia of feasibility. (State CEQA Guidelines, § 15364.) Project objectives also inform the determination of “feasibility.” (Jones v. U.C. Regents (2010) 183 Cal. App. 4th 818, 828-829.) “‘[F]easibility’ under CEQA encompasses ‘desirability’ to the extent that desirability is based on a reasonable balancing of the relevant economic, environmental, social, and technological factors.” (City of Del Mar v. City of San Diego (1982) 133 Cal.App.3d 401, 417; see also Sequoyah Hills Homeowners Assn. v. City of Oakland (1993) 23 Cal.App.4th 704, 715.) “Broader considerations of policy thus come into play when the decision making body is considering actual feasibility.” (Cal. Native Plant Soc’y v. City of Santa Cruz (2009) 177 Cal.App.4th 957, 1000; see also Pub. Resources Code, § 21081(a)(3) [“economic, legal, social, technological, or other considerations” may justify rejecting mitigation and alternatives as infeasible].) Environmental impacts that are less than significant do not require the imposition of mitigation measures. (Leonoff v. Monterey County Board of Supervisors (1990) 222 Cal.App.3d 1337, 1347.) The California Supreme Court has stated, “[t]he wisdom of approving . . . any development project, a delicate task which requires a balancing of interests, is necessarily left to the sound discretion of the local officials and their constituents who are responsible for such decisions. The law as we interpret and apply it simply requires that those decisions be informed, and therefore balanced.” (Citizens of Goleta Valley v. Board of Supervisors (1990) 52 Cal.3d 553, 576.) SECTION 2. FINDINGS REGARDING LESS THAN SIGNIFICANT IMPACTS NOT REQUIRING MITIGATION Consistent with Public Resources Code section 21002.1 and State CEQA Guidelines section 15128, the EIR focused its analysis on potentially significant impacts, and limited discussion of other impacts for which it can be seen with certainty that there is no potential for significant adverse environmental impacts. State CEQA Guidelines section 15091 does not require specific findings to address environmental effects that an EIR identifies as “no impact” or a “less than significant” impact. Nevertheless, the City hereby finds that the Project would have either no impact or a less than significant impact to the following resource areas: A. AESTHETICS 1.Scenic Vistas Threshold: Would the Project have a substantial adverse effect on a scenic vista? Findings: Less than significant impact. (Draft EIR, p. 6-2.) 3 1/16/2024 Explanation: The structures associated with the skatepark and playground component would not obstruct views of the surrounding hillsides. Additionally, the proposed trail would provide an additional location in the City where residents and visitors can view these scenic resources. (Draft EIR, p. 6-3.) The Project’s lighting fixtures would be tall enough to potentially be introduced into the views from the project site of the surrounding hillsides to the north, east, and west. However, the lighting fixtures would not screen or obstruct the views due to their size and the distance of the hills. Furthermore, the lighting fixtures would not interrupt any identified scenic vistas. Upon completion of construction, the project would appear as a consistent visual extension of the existing recreational uses adjacent to the site and would not substantially contrast or be visually inconsistent with the surrounding area. The project would not remove or adversely affect existing scenic vantage points from the surrounding hillsides. When viewed from farther vantage points, the project would visually blend with the surrounding urban environment at distance. (Draft EIR, p. 6-3.) For these reasons and the reasons discussed in the EIR, the Project’s impacts on scenic vistas would be less than significant, and no mitigation relating to this issue is required. (Draft EIR, p. 6-3.) 2.Scenic Resources within a State Scenic Highway Threshold: Would the Project substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? Findings: No impact. (Draft EIR, p. 6-3.) Explanation: There are no designated state scenic highways in the vicinity of the project site. Interstate 5 is considered eligible for state scenic highway designation and is located approximately 0.5 miles east of the site; however, due to intervening development and topography, the project site is not visible from this segment of I-5. For these reasons and for the reasons discussed in the EIR, the Project would not substantially damage scenic resources within a state scenic highway, and no impact would occur. (Draft EIR, p. 6-3.) 3.Existing Visual Character of the Site and Surrounding Area Threshold: Would the Project substantially degrade the existing visual character or quality of public views of the site and its surroundings or conflict with applicable zoning and other regulations governing scenic quality? Findings: No impact. (Draft EIR, pp. 6-3 through 6-4.) Explanation: The project is not located on a property that is designated for scenic value or open space, nor near any ridgelines identified for preservation. The proposed project is not adjacent to residential neighborhoods such that development of the project site would interrupt the character of a neighborhood. The project is proposed to be developed next to a park and community center open to the public, and a working farm 4 1/16/2024 used for education and civic engagement. As such, the project, which is intended for public use and recreation, would be consistent and compatible with adjacent land uses, and would not represent an intrusive or non-confirming use. Thus, the project would be consistent with the land use policies pertaining to the protection of scenic quality. The Ridgeline and Open Space Preservation District (defined in Municipal Code 9-3.4) was created to preserve scenic resources. The project site is not within a Ridgeline and Open Space Preservation overlay and therefore would not be subject to scenic resource-related regulations due to an overlay or special district. Development of the project would be subject to the goals and policies set forth in the General Plan and municipal code as they relate to scenic quality and aesthetics, as well as set forth in the Kinoshita Farm Specific Plan. (Draft EIR, p. 6-4.) For these reasons and for the reasons discussed in the EIR, the Project would not substantially degrade the existing visual character or quality of public views of the site and its surroundings, nor would it conflict with applicable zoning and other regulations governing scenic quality. (Draft EIR, pp. 6-3 through 6-4.) 4.Light and Glare Threshold: Would the Project create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Findings: Less than significant. (Draft EIR, p. 6-5.) Explanation: Under existing conditions, the project site is vacant and does not contain a source of light. Infrastructure to support future lighting would be installed as part of initial construction to allow lighting fixtures to be installed in a potential future phase. However, the project is located in an urban area with existing sources of nighttime lighting from roadways, residences, businesses, and recreational and institutional uses. In compliance with Section 9-3.529, Lighting Standards, of the City’s Municipal Code, the average and/or maximum light illuminance, measured in foot candles, shall not exceed the recommended average or maximum guideline established for the proposed recreational use by the Illuminating Engineering Society. Additionally, outdoor recreation lighting shall be directed to areas within the property line to minimize glare in surrounding areas. Spillover and glare shall be minimized by using fixture cutoffs and optically controlled luminaries on all lighting fixtures (City of San Juan Capistrano 2021a). As currently proposed, the proposed skatepark and playground hours of operation would be 8:00 a.m. to sunset, year-round, and would not include any nighttime lighting. If onsite lighting is proposed in a future phase of the project, all lighting would be required to implement the Municipal Code lighting standards (Section 9-3.529). Lighting standards include design standards for lighting along pedestrian walkways, public facilities, and security lighting. Standards include minimum illuminance, lighting pole heights, lighting sources, and shielding. Required compliance with the City standards as established by the Municipal Code would ensure limited light spillover or light pollution if nighttime lighting is installed in the future. (Draft EIR, p. 6-5.) For these reasons, and for the reasons discussed in the EIR, the Project would not create a new source of substantial light or glare that would adversely affect day or nighttime views in the area. (Draft EIR, p. 6-5.) 5 1/16/2024 B. AGRICULTURE AND FORESTRY RESOURCES 1.Agricultural Zoning Threshold: Would the Project conflict with existing zoning for agricultural use, or with a Williamson Act contract? Finding: Less than significant impact. (Draft EIR, p. 4.1-5.) Explanation: The project site currently has a dual zoning of Agri-Business District (A) and Specific Plan (SP) 85-01. The project site’s existing zoning does not limit the project site to only agricultural uses. Moreover, the Kinoshita Farm property, including the project site, is not under a Williamson Act Contract. Accordingly, the project would not conflict with existing zoning for agricultural use or with a Williamson Act contract, and impacts relating to this issue would be less than significant. (Draft EIR, p. 4.1-5.) C. AIR QUALITY 1.Air Quality Plan Threshold: Would the Project conflict with or obstruct implementation of the applicable air quality plan? Findings: Less than significant impact. (Draft EIR, p. 6-5.) Explanation: The Project does not conflict with the 2022 Air Quality Management Plan (AQMP) for the South Coast Air Basin because the Project meets the SCAQMD criteria for determining consistency with the AQMP. For this reason, and for the reasons discussed in the EIR, the Project would not conflict with or obstruct implementation of the applicable air quality plan. (Draft EIR, pp. 6.5 through 6.6.) 2.Criteria Pollutant Threshold: Would the Project result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is non-attainment under an applicable federal or state ambient air quality standard? Findings: Less than significant impact. (Draft EIR, p. 6-7 through 6-11.) Explanation: The project’s maximum daily emissions would not exceed the SCAQMD thresholds for any criteria air pollutant during construction. (Draft EIR, p. 6-9.) Notably, the proposed project’s maximum daily construction and operational emissions of VOC, NOx, CO, SOx, PM10, and PM2.5 would not exceed the SCAQMD’s significance thresholds. (Draft EIR, pp. 6-10 through 6-11.) Therefore, the proposed 6 1/16/2024 project would not result in a cumulatively considerable increase in emissions of nonattainment pollutants, and impacts would be less than significant during construction and operation. 3.Sensitive Receptors Threshold: Would the Project expose sensitive receptors to substantial pollutant concentrations? Findings: Less than significant impact. (Draft EIR, pp. 6-11 through 6-15.) Explanation: Proposed construction activities would not generate emissions in excess of site-specific localized significant thresholds, and localized impacts of the proposed project would thus be less than significant. (Draft EIR, p. 6-12.) For this reasons and the reasons discussed in the Draft EIR, impacts relating to this issue would be less than significant. (Draft EIR, pp. 6-11 through 6-15.) 4.Objectionable Odors Threshold: Would the Project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? Findings: Less than significant impact. (Draft EIR, pp. 6-15 through 6-16.) Explanation: Impacts associated with odors during construction would be less than significant, as any potential odors generated from vehicles and equipment exhaust emissions during construction of the project would disperse rapidly from the project site and generally occur at magnitudes that would not affect substantial numbers of people. Moreover, the project would not create any new sources of odor during operation. Therefore, the potential for long-term operational emissions or odors would be less than significant. (Draft EIR, pp. 6-15 through 6-16.) D.BIOLOGICAL RESOURCES 1.Riparian Habitat Threshold: Would the Project have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? Findings: No impact. (Draft EIR, p. 4.2-6.) Explanation: The project site is currently undeveloped land used for agricultural purposes. No natural vegetation communities are present within the impact footprint. As a result, there would be no impact to riparian or sensitive vegetation communities. (Draft EIR, p. 4.2-6.) 7 1/16/2024 2.Wetlands Threshold: Would the Project have a substantial adverse effect on State or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? Findings: No impact. (Draft EIR, p. 4.2-6.) Explanation: There are no features within the project site that may be considered waters of the United States or waters of the State. This includes the absence of federally defined wetlands and other waters (e.g., drainages) and state-defined waters (e.g., streams and riparian extent). The project would be subject to the typical restrictions (e.g., best management practices [BMPs]) and requirements that address erosion and runoff, including those of the Clean Water Act and National Pollutant Discharge Elimination System permit. With implementation of BMPs and permit conditions, no indirect impacts would occur. For these reasons and the reasons discussed in the EIR, no direct or indirect impact to jurisdictional waters or wetlands would occur. (Draft EIR, p. 4.2-6.) 3.Wildlife Movement and Nesting/Migratory Birds Threshold: Would the Project interfere substantially with the movement of any resident or migratory fish or wildlife species or with established native resident migratory wildlife corridors, or impede the use of native wildlife nursery sites? Findings: Less than significant impact. (Draft EIR, p. 4.2-6 through 4.2-7.) Explanation: The project site is currently undeveloped land used for agricultural purposes and is bounded by agricultural land to the north, agricultural land and the Ecology Center to the east, the City’s Sports Park to the west, and Camino Del Avion and single-family homes to the south. Outside of the Kinoshita Farm Property, the surrounding area is predominantly urbanized. The project site is not connected to any of the nearby identified wildlife corridors; thus, construction on the project site would not result in direct or indirect impacts to nearby wildlife corridors. Furthermore, there is no habitat onsite that would support special status species. Due to the matrix of development surrounding the project site and the type of land cover on the project site, the project would not constrain natural wildlife movement in its vicinity. For these reasons and the reasons discussed in the EIR, project impacts to movement of wildlife species would be less than significant. (Draft EIR, pp. 4.2-6 through 4.2-7.) 4.Local Policies or Ordinances Protecting Biological Resources Threshold: Would the Project conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Findings: Less than significant impact. (Draft EIR, p. 4.2-7.) 8 1/16/2024 Explanation: Section 9-2.349, Tree Removal Permit, of the City’s Municipal Code sets forth procedures for the care, preservation, maintenance, and removal of trees within the public right-of-way and on private property. The area of the project site proposed for the skatepark does not contain trees. However, trees and vegetation are located in the area for the proposed multi-use trail component; as such, it is anticipated that some trees may be removed prior to construction. Consistent with the City’s tree ordinance, a tree removal permit would be obtained prior to the removal of any trees with a trunk diameter of 6 inches or greater located on site. Specifically, City facilities are subject to Section 9- 2.349(c)(5), of the City’s Municipal Code which requires that parks or other City facilities shall conform to the applicable provisions of the Tree Removal Permit section of the Municipal Code (Section 9.2-349) regarding replanting requirements, acceptable tree species, and review by a qualified tree expert where required by the Planning Director to determine the viability of trees proposed for removal. The City will comply with the applicable provisions. Therefore, based on required compliance with the municipal code, impacts associated with tree removal or any other local policies or ordinances protecting biological resources would be less than significant. (Draft EIR, p. 4.2-7.) 5.Adopted Habitat Conservation Plans Threshold: Would the Project conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional or state habitat conservation plan? Findings: Less than significant impact. (Draft EIR, pp. 4.2-7 through 4.2-8.) Explanation: The project site does not contain communities of coastal sage scrub or other sensitive habitat and is not located within or adjacent to a wildlife corridor. Furthermore, the project site is not located within a proposed National Communication Conservation Plan reserve area. The project site is currently undeveloped land used for agricultural purposes and is located in an urban environment within a predominantly developed part of the City. For these reasons and the reasons discussed in the EIR, impacts associated with an adopted conservation plan would be less than significant. (Draft EIR, pp. 4.2-7 through 4.2-8.) E.CULTURAL RESOURCES 1.Historical Resources Threshold: Would the Project cause a substantial adverse change in the significance of a historical resource pursuant to Section 15064.5? Findings: Less than significant impact. (Draft EIR, p. 4.3-6 through 4.3-7.) Explanation: There are no historical resources that overlap with the project site. The Congdon Residence, which is on the National Register of Historical Resources, is located in the northeast corner of the Kinoshita Farm property off Alipaz Street, 9 1/16/2024 approximately 630 feet northeast from the project site. In between the project site and the Congdon Residence are several intervening structures and features, including a one- story farmstand and workshop, shade structures, a barn, a greenhouse, landscaped areas, a parking lot, and agricultural fields. Given the distance and the other surrounding structures and farm-related features, the project is not considered in the immediate vicinity of the Congdon Residence and would not have an effect on the historic resource. For these reasons and the reasons discussed in the EIR, the project would have a less than significant impact on historical resources. (Draft EIR, p. 4.3-7.) F.ENERGY RESOURCES 1.Wasteful, Inefficient, or Unnecessary Consumption Threshold: Would the Project result in a potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation? Findings: Less than significant impact. (Draft EIR, p. 6-16.) Explanation: The project does not involve wasteful, inefficient, or unnecessary consumption of energy resources during its construction or operational phases. For this reason and the reasons discussed in the EIR, the project would have a less than significant impact relating to this issue. (Draft EIR, p. 6-16.) 2.Conflict with Energy Plans Threshold: Would the Project conflict with or obstruct a State or local plan for renewable energy or energy efficiency? Findings: Less than significant impact. (Draft EIR, p. 6-17.) Explanation: The project would not result in wasteful, inefficient, and unnecessary consumption of energy during construction or operation. Therefore, impacts associated with the potential of the project to conflict with a state or local renewable energy or energy efficiency plan would be less than significant. (Draft EIR, p. 6-17.) G.FORESTRY RESOURCES 1.Forestland Zoning Threshold: Would the Project conflict with existing zoning for, or cause rezoning of, forest land (as defined by Public Resources Code Section 12220(g)), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104(g))? 10 1/16/2024 Finding: No impact. (Draft EIR, p. 6-17.) Explanation: The project site and surrounding areas are not zoned for and do not contain any forest land or timberland. Therefore, the project would not conflict with or cause the rezoning or conversion of forest land or timberland. No impact would occur. (Draft EIR, p. 6-17.) 2.Loss of Forest Land Threshold: Would the Project result in the loss of forest land or conversion of forest land to non-forest use? Finding: No impact. (Draft EIR, p. 6-17.) Explanation: The project site and surrounding areas are not zoned for and do not contain any forest land or timberland. Therefore, the project would not conflict with or cause the rezoning or conversion of forest land or timberland. No impact would occur. (Draft EIR, p. 6-17.) 3.Conversion Threshold: Would the Project involve other changes in the existing environment which, due to their location or nature, could result in conversion of forest land to non- forest use? Finding: No impact. (Draft EIR, p. 6-17.) Explanation: The project site has a General Plan land use designation of Agri- Business and is zoned Agricultural-Business District (A)/Specific Plan (SP) 85-01. Neither the project site nor the surrounding areas are zoned for or contain any forest land (as defined in Public Resources Code Section 12220(g)), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104(g)). Therefore, the project would not conflict with zoning or cause the rezoning or conversion of forest land or timberland, either directly or indirectly. No impact would occur. (Draft EIR, p. 6-17.) H.GEOLOGY AND SOILS 1.Rupture of an Earthquake Fault Threshold: Would the Project directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury or death involving rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Findings: Less than significant impact. (Draft EIR, p. 4.4-6.) 11 1/16/2024 Explanation: The project site is not located within an Alquist-Priolo Earthquake Fault Zone; the nearest fault zone (Newport Beach Fault Zone) is mapped approximately 21 miles northwest of the project site. Although the project is not located within a delineated earthquake fault zone, it is located within a seismically active region. Project construction and operation would not increase or exacerbate the potential for fault rupture to occur. Therefore, the project would not directly or indirectly cause potential adverse effects involving rupture of a known earthquake fault, and impacts would be less than significant. (Draft EIR, p. 4.4-6.) 2.Strong Seismic Ground Shaking Threshold: Would the project directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury, or death involving strong seismic ground shaking? Findings: Less than significant impact. (Draft EIR, p. 4.4-6.) Explanation: The proposed restroom facility would be constructed to comply with the most recent geologic, seismic, and structural guidelines including the most recent Uniform Building Code and the City’s Seismic Hazard Mitigation Ordinance. The project would contain no habitable structures or other structural development intended for human occupancy. For these reasons and the reasons discussed in the EIR, the project would not directly or indirectly cause potential adverse effects involving strong seismic ground shaking, and impacts would be less than significant. (Draft EIR, p. 4.4-6.) 3.Seismic-Related Ground Failure and Liquefaction Threshold: Would the Project directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury or death involving seismic-related ground failure, including liquefaction? Findings: Less than significant impact. (Draft EIR, p. 4.4-6 through 4.4-7.) Explanation: The project would result in a less than significant impact relating to liquefaction because the proposed project would be constructed to comply with the most recent geologic, seismic, and structural guidelines including the most recent Uniform Building Code and the City’s Seismic Hazard Mitigation Ordinance. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 4.4-6 through 4.4-7.) 4.Landslides Threshold: Would the Project directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury or death involving landslides? Findings: Less than significant impact. (Draft EIR, p. 4.4-7.) 12 1/16/2024 Explanation: The project site is characterized by relatively flat or gently sloping terrain. Additionally, the project would contain no habitable structures or other structural development intended for human occupancy that would be located within or adjacent to identified landslide zones. For these reasons and the reasons discussed in the Draft EIR, the project would not directly or indirectly cause potential adverse effects involving landslides, and impacts would be less than significant. (Draft EIR, p. 4.4-7.) 5.Soil Erosion or Loss of Topsoil Threshold: Would the Project result in substantial soil erosion or the loss of topsoil? Findings: Less than significant impact. (Draft EIR, p. 4.4-7.) Explanation: The project’s compliance with the City’s Municipal Code would effectively address erosion potential. Section 8-2.15 of the Municipal Code defines erosion control and water quality requirement systems that projects must implement to reduce erosion impacts. The Municipal Code adopts the latest California Building Code, for the purpose of prescribing regulations for grading and excavations, and the Municipal Code establishes a process for acquiring grading and building permits, which include provisions for implementation of erosion control measures. Section 8-2.06.02 defines an erosion control system as “… a combination of desilting facilities, and erosion protection, including effective planting, to protect adjacent private property, watercourses, public facilities and receiving waters form an abnormal deposition of sediment or dust.” As established by Section 8-2.15(g), no grading work will be allowed on any single grading site under permit unless an erosion control system has been approved. Upon completion of construction, the project would introduce impervious surfaces to the site that would help to stabilize on-site soils. For these reasons and the reasons discussed in the EIR, the project would not result in a significant impact relating to this issue. (Draft EIR, p. 4.4- 7.) 6.Soil Stability Threshold: Would the Project be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction, or collapse? Findings: Less than significant impact. (Draft EIR, pp. 4.4-7 through 4.4-8.) Explanation: The project site will not be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project. The project site is located on relatively flat terrain, and it is not adjacent to an excavation, channel, or body of water that would make it susceptible to lateral spreading. For these reasons and the reasons discussed in the EIR, impacts associated with landslide, lateral spreading, subsidence, or liquefaction would be less than significant. (Draft EIR, pp. 4.4-7 through 4.4-8.) 13 1/16/2024 7.Expansive Soil Threshold: Would the Project be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial direct or indirect risks to life or property? Findings: Less than significant impact. (Draft EIR, p. 4.4-8.) Explanation: Project construction and operation would not increase or exacerbate the potential for soils to expand or contract, because it would not alter the condition of the underlaying soils. Moreover, the project would contain no habitable structures or other structural development intended for human occupancy such that substantial risk to life or property would occur. In addition, compliance with the City’s building and grading codes would further address any expansive soil potential. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 4.4-8.) 8.Septic Tanks Threshold: Would the Project have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? Findings: No impact. (Draft EIR, p. 4.4-8.) Explanation: The project does not include the use of septic tanks. No impact would occur. (Draft EIR, p. 4.4-8.) I.GREENHOUSE GAS EMISSIONS 1.Greenhouse Gas Emissions Threshold: Would the Project generate greenhouse gas emissions (“GHGs”), either directly or indirectly, that may have a significant impact on the environment? Findings: Less than significant impact. (Draft EIR, p. 6-17 through 6-21.) Explanation: The Project would not generate significant GHG emissions. The Project’s estimated annual project-generated operational GHG emissions and amortized construction emissions would be approximately 195 MT CO2e per year, far below the SCAQMD’s threshold of significance of 3,000 MT CO2e per year. For these reasons and the reasons discussed in the EIR, the project’s GHG contribution would not be cumulatively considerable and is less than significant. (Draft EIR, p. 6-21.) 2.Conflicts with Applicable Plans, Policies, and Regulations Threshold: Would the Project conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of greenhouse gases? 14 1/16/2024 Findings: Less than significant impact. (Draft EIR, pp. 6-21 through 6-25.) Explanation: The project does not conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of greenhouse gases. As set forth in the EIR, the project does not conflict with CARB’s Climate Change Scoping Plan, SCAG’s 2020–2045 RTP/SCS, or SB 32. (Draft EIR, p. 6-24.) Notably, the proposed project is anticipated to generate GHG emissions far below SCAQMD’s recommended threshold of 3,000 MT CO2e per year for non-industrial projects. For these reasons and the reasons discussed in the EIR, impacts relating to this issue would be less than significant. (Draft EIR, p. 6-24 through 6-25.) J.HAZARDS AND HAZARDOUS MATERIALS 1.Transport, Use, or Disposal of Hazardous Materials Threshold: Would the project create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? And, would the project create a significant hazard to the public through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Findings: Less than significant impact. (Draft EIR, p. 6-25.) Explanation: Construction and operation of the project would require the use of gasoline, diesel fuel, lubricants, and other petroleum‐based products used to operate and maintain construction and maintenance equipment and vehicles, as well as household cleaning products, degreasers, paints, and fertilizers for ongoing maintenance. The materials used would not be in such quantities or stored in such a manner as to pose a significant safety or environmental hazard. Operation of the project would include use of minor quantities of paints, lubricants, cleaning materials, and landscaping maintenance materials. Handling, storage, and disposal of these materials would comply with all federal, state, and local requirements. For these reasons and the reasons discussed in the EIR, impacts associated with hazardous materials would be less than significant. (Draft EIR, p. 6-25.) 2.Acutely Hazardous Materials within ¼ Mile of an Existing or Proposed School Threshold: Would the Project emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? Findings: Less than significant impact. (Draft EIR, p. 6-25.) Explanation: The nearest school, Kinoshita Elementary School, is located approximately 530 feet west of the project site. Additionally, Marco Forster Middle School 15 1/16/2024 is located 0.22 miles west from the project site, and Del Obispo Elementary School is located 0.29 miles west from the project site. The project would not create a significant hazard from routine use or reasonably foreseeable upset/accident conditions of hazardous materials. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-25.) 3.Hazardous Materials Sites Threshold: Would the Project be located on a site that is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? Findings: Less than significant impact. (Draft EIR, p. 6-26.) Explanation: The project site would not be located on a site that is located on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5. For these reasons and the reasons discussed in the EIR, impacts associated with this issue would be less than significant. (Draft EIR, p. 6-26.) 4.Public Airports and Private Airstrips Threshold: For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard or excessive noise for people residing or working in the project area? Findings: No impact. (Draft EIR, p. 6-26.) Explanation: The closest public airport to the project site is John Wayne Airport, which is located approximately 17 miles northwest of the project site. The project site is located outside of any airport impact zones, and as such, the project would not result in a safety hazard for people residing in the project area. For these reasons and the reasons discussed in the EIR, no impact associated relating to this issue would occur. (Draft EIR, p. 6-26.) 5.Emergency Access Threshold: Would the Project impair implementation of, or physically interfere with, an adopted emergency response plan or emergency evacuation plan? Findings: Less than significant impact. (Draft EIR, p. 6-26.) Explanation: The project would not adversely affect operations on the local or regional circulation system, and as such, would not impact the use of these facilities as emergency response routes. For these reasons and the reasons discussed in the EIR, impacts associated with an emergency response plan or emergency evacuation plan would be less than significant. (Draft EIR, p. 6-26.) 16 1/16/2024 6.Wildland Fires Threshold: Would the Project expose people or structures, either directly or indirectly, to a significant risk of loss, injury or death involving wildland fires? Findings: Less than significant impact. (Draft EIR, pp. 6-26 through 6-27.) Explanation: The project site is not located within a Wildfire Severity Zone that may contain substantial fire risk. Further, the project site is surrounded by existing development in an urbanized portion of the City. For these reasons and the reasons discussed in the EIR, impacts associated with wildland fire hazards would be less than significant. (Draft EIR, pp. 6-26 through 6-27.) K.HYDROLOGY AND WATER QUALITY 1.Compliance with Water Quality Standards Threshold: Would the Project violate any water quality standards or waste discharge requirements or otherwise substantially degrade surface or ground water quality? Findings: Less than significant impact. (Draft EIR, p. 6-27.) Explanation: Compliance with existing regulatory requirements would ensure that the Project would not violate any water quality standards or waste discharge requirements, and would further ensure the project would not otherwise substantially degrade surface or ground water quality. Per City Municipal Code Chapter 4, Water Quality Regulations, Section 8-14.105, all development projects within the City must be undertaken in compliance with all applicable requirements of local ordinances, including the Orange County Drainage Area Management Plan, (DAMP), the City’s Stormwater Jurisdictional Runoff Management Plan (JRMP), and any applicable requirements for coverage under the State’s General Construction NPDES permit. These requirements would ensure that construction of the project would not result in the movement of unwanted material into waters within or outside the construction site. Coverage under the State’s General Construction NPDES permits requires dischargers to eliminate nonstormwater discharges to stormwater systems, develop and implement a SWPPP, and perform monitoring of discharges to stormwater systems. These requirements would ensure that construction of the project would not result in the movement of unwanted material into waters within or outside the construction site. Upon completion of construction, the project would introduce impervious surfaces to the site that would help to stabilize on-site soils. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-27.) 17 1/16/2024 2.Groundwater Supplies Threshold: Would the Project substantially decrease groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin? Findings: Less than significant impact. (Draft EIR, pp. 6-27 through 6-28.) Explanation: The project site is located in the San Juan Valley Groundwater Basin (Basin). The Basin underlies the San Juan Valley and several tributary valleys in southern Orange County. Recharge of the Basin is from flow in San Juan Creek, Oso Creek, and Arroyo Trabuco and precipitation to the valley floor. While construction of project would introduce more impervious surface to the project site, the project site makes up a small portion of the parcel the project site is located on. Areas to the north and east of the site would remain pervious. Additionally, the project would include landscaped areas that would allow for water to percolate into the soil. Furthermore, the project would not require groundwater during construction or operation activities. For these reasons and the reasons discussed in the EIR, impacts to groundwater supplies and recharge would be less than significant. (Draft EIR, pp. 6-27 through 6-28.) 3.Existing Drainage Patterns and Runoff Threshold: Would the Project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or through the addition of impervious surfaces, in a manner which would result in substantial erosion or siltation on- or off-site? Findings: Less than significant impact. (Draft EIR, p. 6-28.) Explanation: The project site is currently vacant, undeveloped land that has been and is currently used for orchard and crop farming. Project construction would involve site preparation, some additional grading, and trenching, which may temporarily expose soils to increased erosion potential and loss of topsoil. The project would be required to comply with the applicable sections of Chapter 14, Water Quality Regulations, of the City’s Municipal Code. Section 8-2.15 defines erosion control and water quality requirement systems that projects would implement to reduce erosion impacts. Upon completion of construction, the project would introduce impervious surfaces to the site that would help to stabilize on-site soils. As a result, the project would not result in new or more severe conditions that would allow for soil erosion to occur. Therefore, impacts would be less than significant. (Draft EIR, p. 6-28.) 4.Surface Runoff and Flooding Threshold: Would the Project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or 18 1/16/2024 through the addition of impervious surfaces, in a manner that would substantially increase the rate or amount of surface runoff in a manner that would result in flooding on- or offsite? Findings: Less than significant impact. (Draft EIR, p. 6-28.) Explanation: The project would introduce impervious area to the site. Although the project would result in some change to the existing drainage pattern of the site, the new proposed impervious surfaces would be minor and are of such a small size (i.e., less than 1 acre) that they would not substantially change or increase the rate or amount of surface runoff during storm events. Additionally, storm drains located along Camino Del Avion would collect any surface runoff that enters the street. Further, according to Flood Insurance Rate Map Panel 06037C1955F as produced by the Federal Emergency Management Agency (FEMA), the project site is located within FEMA-designated Flood Hazard Zone X, which is not within either the 100- or 500-year flood hazard area. Therefore, impacts would be less than significant. (Draft EIR, p. 6-28.) 5.Stormwater Drainage System Capacity and Polluted Runoff Threshold: Would the Project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or through the addition of impervious surfaces, in a manner that would create or contribute runoff water that would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? Findings: Less than significant. (Draft EIR, p. 6-28.) Explanation: With implementation of the project, the flow patterns of the site will largely remain the same. For this reason and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-28.) 6.Flood Flows Threshold: Would the Project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or through the addition of impervious surfaces, in a manner which would impede or redirect flood flows? Findings: Less than significant impact. (Draft EIR, p. 6-28.) Explanation: As stated above, the project site is located within FEMA designated Flood Hazard Zone X, which is not within either the 100- or 500-year flood hazard area. Impacts would be less than significant. (Draft EIR, p. 6-28.) 7.Natural Hazards Threshold: In flood hazard, tsunami, or seiche zones, would the Project risk release of pollutants due to project inundation? 19 1/16/2024 Findings: Less than significant impact. (Draft EIR, p. 6-29.) Explanation: The project site is located approximately 2.8 miles inland from the Pacific Ocean. Additionally, as previously discussed, the project site is located within FEMA-designated Flood Hazard Zone X, which is not within either the 100- or 500-year flood hazard area. For these reasons and the reasons discussed in the EIR, impacts associated with tsunami, seiche, or flooding would be less than significant. (Draft EIR, p. 6-29.) 8.Conflict with Water Quality Control Plan or Sustainable Groundwater Management Plan Threshold: Would the Project conflict with or obstruct implementation of a water quality control plan or sustainable groundwater management plan? Findings: Less than significant impact. (Draft EIR, p. 6-29.) Explanation: The project would not conflict with or obstruct applicable water quality plans. Additionally, the project would not use or interfere with groundwater recharge or use. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-29.) L.LAND USE AND PLANNING 1.Divide an Established Community Threshold: Would the Project physically divide an established community? Findings: No impact. (Draft EIR, p. 4.5-3.) Explanation: The project would not create a physical division of an existing community and would not result in removal of a means of access. Therefore, no impact would occur. (Draft EIR, p. 4.5-3.) 2.Applicable Land Use Plans, Policies, or Regulations Threshold: Would the Project cause a significant environmental impact due to a conflict with any land use plan, policy or regulation adopted for the purpose of avoiding or mitigating an environmental effect? Findings: Less than significant impact. (Draft EIR, p. 4.5-3 through 4.5-7.) Explanation: The project would not cause a significant environmental impact due to a conflict with any land use plan, policy or regulation adopted for the purpose of avoiding or mitigating an environmental effect. The General Plan contains several goals and policies that address land use and planning and are applicable to the project. The project would not conflict with applicable land use policies, as explained in further detail 20 1/16/2024 in the EIR. For these reasons and the reasons discussed in the EIR, impacts relating to this issue would be less than significant. (Draft EIR, p. 4.5-3 through 4.5-7.) M.MINERAL RESOURCES 1.Known Mineral Resources Threshold: Would the Project result in the loss of availability of a known mineral resource that would be a value to the region and the residents of the state? And, would the Project result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan, or other land use plan? Findings: Less than significant. (Draft EIR, p. 6-29.) Explanation: The project site is located in a predominately urbanized portion of the City and is bound by existing development to the south and west. Land to the north and east is currently used for agricultural use. Mineral resource mining is not a compatible use with existing surrounding land uses. Additionally, the project site is not large enough to extract mineral resources effectively. Considering the existing surrounding land uses and the incompatibility of mineral resource extraction activities in the project area, any potential significant mineral resources within the project area are considered unavailable for extraction. For these reasons and the reasons discussed in the EIR, impacts associated with mineral resources would be less than significant. (Draft EIR, p. 6-29.) N.NOISE 1.Groundborne Vibration Threshold: Would the Project result in generation of excessive groundborne vibration or groundborne noise levels? Findings: Less than significant impact. (Draft EIR, p. 4.6-10.) Explanation: Construction vibration as a result of the project would not result in structural building damage, which typically occurs at vibration levels of 0.5 inches per second (ips) peak particle velocity (PPV) or greater for buildings of reinforced-concrete, steel, or timber construction. Older residential homes are expected to have a damage risk threshold of 0.3 ips PPV from continuous or frequently intermittent sources of groundborne vibration. The heavier pieces of construction equipment expected to be involved for this type of project, such as backhoes, have a reference PPV of 0.089 ips at a distance of 25 feet. Pile driving, blasting, and other special construction techniques would not be used for construction of the project; therefore, excessive groundborne vibration and groundborne noise would not be generated, since the 0.089 ips PPV would attenuate to a value of just 0.013 ips PPV at 90 feet—the approximate distance to the nearest existing home from the project southern boundary—and thus be far below these building damage risk thresholds. Furthermore, 0.013 ips PPV is much lower than 0.2 ips PPV, which Caltrans guidance considers sufficient to “annoy” building occupants. On 21 1/16/2024 these bases, construction-attributed groundborne vibration would be considered a less than significant impact. Operation of the project would not result in any substantial sources of groundborne vibration, and their magnitudes would dissipate geometrically with distance as would temporary construction-related sources of vibration. Therefore, impacts would be less than significant. (Draft EIR, p. 4.6-10.) 2.Private/Public Airports Threshold: For a project located within the vicinity of a private airstrip or an airport land use plan, or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? Findings: No impact. (Draft EIR, p. 4.6-11.) Explanation: The closest public airport to the project site is John Wayne Airport, which is located approximately 17 miles northwest of the project site. According to the Land Use Plan for the John Wayne Airport, the project is not located within an impact zone and is outside the airport planning area. The project site is located outside of any airport impact zones, and as such, the project would not result in a safety hazard for people residing in the project area. Therefore, no impacts associated with exposing people residing or working in the project to excessive noise levels would occur. (Draft EIR, p. 4.6-11.) O.POPULATION AND HOUSING 1.Induce Substantial Growth Threshold: Would the Project induce substantial unplanned population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? Findings: No impact. (Draft EIR, p. 6-30.) Explanation: The project would construct a skatepark. The project would not introduce residential uses or businesses to the project area and would not directly or indirectly lead to unplanned population growth. For these reasons and the reasons discussed in the EIR, no impact would occur. (Draft EIR, p. 6-30.) 2.Displacing Housing and People Threshold: Would the Project displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? Findings: No impact. (Draft EIR, p. 6-30.) 22 1/16/2024 Explanation: A significant impact would occur if the project would induce substantial population growth that would not have otherwise occurred as rapidly or in as great a magnitude, or if the project would displace substantial numbers of existing people or housing. The project would construct a skatepark presumed to be utilized by residents in the City. The project would not introduce residential uses nor businesses to the project area and would not directly or indirectly lead to unplanned population growth. Additionally, the project would not displace existing housing or require the construction of replacement housing. Therefore, no impact would occur. (Draft EIR, p. 6-30.) P.PUBLIC SERVICES 1.Fire Protection Services Threshold: Would the proposed Project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, or a need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for fire protection services? Findings: Less than significant impact. (Draft EIR, pp. 6-30 through 6-31.) Explanation: The project would not propose any habitable structures or a use that would induce population growth. The project would not change local fire protection response times or affect demand for fire protection services in the project area. For these reasons and the reasons discussed in the EIR, impacts associated with fire protection services would be less than significant. (Draft EIR, p. 6-31.) 2.Police Services Threshold: Would the proposed Project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, or a need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for police protection services? Findings: Less than significant impact. (Draft EIR, p. 6-31.) Explanation: The project would not propose any habitable structures or a use that would induce population growth. The project would not change local police protection response times or affect demand for police protection services in the project area. For these reasons and the reasons discussed in the EIR, impacts associated with police protection services would be less than significant. (Draft EIR, p. 6-31.) 3.Schools Threshold: Would the proposed Project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, 23 1/16/2024 or a need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for schools? Findings: No impact. (Draft EIR, p. 6-31.) Explanation: The project does not involve a housing component that would result in population growth and increased demands on existing schools within the area. Therefore, no impact to schools would occur. (Draft EIR, p. 6-31.) 4.Parks Threshold: Would the proposed Project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, or a need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for parks? Findings: Less than significant impact. (Draft EIR, pp. 6-31 through 6-32.) Explanation: The project would develop a skatepark, and thereby increase and improve recreational services available in the community. Environmental impacts that would occur as a result of the project are analyzed throughout the EIR. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, pp. 6-31 through 6-32.) 5.Other Public Facilities Threshold: Would the proposed Project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, or a need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for other public facilities? Findings: No impact. (Draft EIR, p. 6-32.) Explanation: The project would not involve a housing component or increase employment opportunities that would result in population growth within the City. Therefore, additional demands on other public facilities, such as library or health care services would not occur as a result of project implementation, and no impact would occur. (Draft EIR, p. 6-32.) 24 1/16/2024 Q.RECREATION 1.Existing Facilities Threshold: Would the proposed Project 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? Findings: No impact. (Draft EIR, p. 6-32.) Explanation: The project would develop a skatepark and thus increase and improve recreational services available in the community. For these reasons and the reasons discussed in the EIR, no impacts regarding the increased use of existing neighborhood and regional parks would occur. (Draft EIR, p. 6-32.) 2.New Recreational Facilities Threshold: Does the Project include recreational facilities or require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment? Findings: Less than significant impact. (Draft EIR, p. 6-32.) Explanation: The project would develop new recreational facilities, including a skatepark, a playground, and recreational trail. The project’s environmental impacts are analyzed throughout this EIR. For these reasons and the reason discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-32.) R. TRANSPORTATION 1.Consistency with Circulation Performance Plans Threshold: Would the Project conflict with a program, plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities? Findings: Less than significant impact. (Draft EIR, p. 4.7-4 through 4.7-5.) Explanation: The project would generate temporary construction traffic, which would cease upon completion of construction. The project proposes approximately 42,575 square feet of recreational space that would consist of a new skatepark. The project would not include parking. Visitors would be able to use the existing Community Center and Sports Park Complex parking lot or park along Camino Del Avion. Relevant programs, policies, or plans for the Project site would include the General Plan, the OCTA CBSP and CMP plans, and the Municipal Code. The General Plan seeks to maintain and enhance multimodal transportation options through goals and policies (listed above in section 4.7.2). the proposed Project would include short-term bicycle storage as part the 25 1/16/2024 skatepark design. The Project site is in close proximity to bike trails or paths, including a Class II bike lane along Alipaz Street, a Class II and III bike lane along Del Obispo Street, and a multi-use trail the San Juan Creek Trail. Access to the Project site would be available from these bike lanes and trails and the connected trail system. As described in Chapter 3 of the EIR, the project proposes onsite bicycle racks to facilitate bicycle transit to and from the skatepark for future users and onsite signage providing information on alternative transportation options to the site. In addition, the proposed project is approximately 1.12 miles southwest of the San Juan Capistrano Station which provides public transit services. The project site would be accessible from the San Juan Capistrano Station via rideshare, bus, car, and bicycle as the Amtrak and Metrolink trains as well as the OCTA buses have bicycle racks. The available infrastructure in the project area would allow for multimodal transit to and from the proposed project site, and would not conflict with the applicable plans, goals, and policies. Moreover, the implementation of the proposed project would not prevent the future implementation of planned bikeways or their circulation infrastructure. Lastly, the project does not propose development of onsite vehicle parking facilities, consistent with the City’s Municipal Code (Section 9.3.535), which does not include parking requirements for parks. The proposed project would be integrated into the existing Community Center and Sports Park Complex, which includes an existing parking lot containing 228 parking stalls, 11 of which are accessible to persons with disabilities pursuant to the Americans with Disabilities Act (ADA) (1990). Due to the parking available in the existing parking lot as well as street parking along the north side of Camino Del Avion, there is sufficient opportunity for parking available. As such, the project is consistent with the provisions of the Municipal Code Section 9.3.535. Accordingly, the project would not conflict with any plans or ordinances pertaining to the City’s circulation system. Impacts would be less than significant. (Draft EIR, p. 4.7-4 through 4.7-5.) 2.Vehicle Miles Traveled (“VMT”) Impacts Threshold: Would the Project conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)? Findings: Less than significant impact. (Draft EIR, pp. 4.7-5 through 4.7-6.) Explanation: The project is estimated to generate a total of 193 daily trips, with 6 AM peak hour trips and 29 PM peak hour trips. The trips generated by the project would be less than the City’s minimum trip threshold screening criteria of 200 weekday daily trips; the project is therefore presumed to have a less than significant VMT impact. Because the project would not generate significant trips or VMT, it would not conflict or be inconsistent with CEQA Guidelines Section 15064.3(b), and impacts would be less than significant. (Draft EIR, p. 4.7-6.) 26 1/16/2024 3.Transportation Hazards Threshold: Would the Project substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g. farm equipment)? Findings: Less than significant impact. (Draft EIR, p. 4.7-7.) Explanation: The project would not substantially increase hazards due to any geometric design features (it does not propose roadway improvements) or incompatible uses. For these reasons and the reasons discussed in the EIR. impacts would be less than significant. (Draft EIR, p. 4.7-7.) 4.Emergency Access Threshold: Would the Project result in inadequate emergency access? Findings: Less than significant impact. (Draft EIR, p. 4.7-7.) Explanation: The nearest evacuation route to the project site is Del Obispo Street located approximately 0.4-mile west of the site. Access to the project site would be provided via Camino Del Avion. The project site is also provided regional access via I-5. Due to this local and regional connectivity, in the unlikely event of an emergency, the project-adjacent roadway facilities would be expected to serve as emergency evacuation routes for first responders and residents. The project would not adversely affect operations on the local or regional circulation system, and as such, would not impact the use of these facilities as emergency response routes. The project would not include parking; thus, driveways would not be constructed. Emergency vehicles would be able to park along Camino Del Avion or use the existing parking lot within the City’s Sports Park. Access to the project site would be provided by gated entrances along Camino Del Avion. In the event of an emergency, personnel would have access to any of the proposed gate entranceways. Therefore, impacts associated with inadequate emergency access would be less than significant. (Draft EIR, p. 4.7-7.) S.TRIBAL CULTURAL RESOURCES 1.Resources of Significance to a California Native American Tribe Threshold: 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, or 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 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 27 1/16/2024 the criteria set forth in subdivision (c) of Public Resources Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe? Findings: Less than significant impact. (Draft EIR, p. 4.8-12.) Explanation: No tribal cultural resources have been identified within or near the Project site. For this reason and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 4.8-12.) T.UTILITIES AND SERVICE SYSTEMS 1.Utilities Infrastructure Threshold: Would the Project require or result in the relocation or construction of new or expanded water, wastewater treatment or stormwater drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? Findings: Less than significant impact. (Draft EIR, pp. 6-32 through 6-34.) Explanation: The project includes development of a skatepark facility, and it would not result in the relocation or construction of utilities infrastructure that could cause a significant impact on the environment. The project would introduce a restroom facility to the site and would connect to existing wastewater pipelines that service the surrounding area; thus, the project would increase wastewater generated at the site. However, the project would introduce only a nominal increase in the amount of wastewater treated daily by the wastewater treatment plant. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-34.) 2.Sufficient Water Supplies Threshold: Would sufficient water supplies be available to serve the Project and reasonably foreseeable future development during normal, dry, and multiple dry years? Findings: Less than significant impact. (Draft EIR, p. 6-35.) Explanation: Santa Margarita Water District would supply water for the Project, and it has sufficient water supplies to serve the project during normal, dry, and multiple dry years. For this reason and the reasons discussed in the EIR, impacts associated with water facilities and supplies would be less than significant. (Draft EIR, p. 6-34.) 3.Wastewater Treatment Capacity Threshold: Would the Project result in a determination by the wastewater treatment provider that serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments? 28 1/16/2024 Findings: Less than significant impact. (Draft EIR, p. 6-35.) Explanation: The project would not generate substantial wastewater demand such that SOCWA and its existing capacities or commitments would be exceeded. The project would introduce a restroom facility to the site and would connect to existing wastewater pipelines that service the surrounding area; thus, the project would increase wastewater generated at the site. However, the project would introduce only a nominal increase in the amount of wastewater treated daily by the wastewater treatment plant. Furthermore, the project would not include relocation or construction of new or expanded wastewater treatment facilities. Therefore, given the available capacity of the treatment plant, the nominal amount of wastewater generated by the project, and no new or expanded wastewater infrastructure proposed, impacts associated with wastewater treatment facilities would be less than significant. (Draft EIR, p. 6-34.) 4.Landfill Capacity Threshold: Would the Project 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? Findings: Less than significant impact. (Draft EIR, p. 6-35.) Explanation: The project would generate solid water during both construction and operation. Construction would temporarily generate solid waste such as scrap lumber, concrete, residual wastes, packing materials, plastics, and soils. Once construction is complete, construction generated solid waste would cease to be produced. Trash receptacles would be placed throughout the site to collect potential waste generated by skatepark users. However, it is anticipated that waste generated during operation of the project would be minimal. (Draft EIR, p. 6-35.) According to the Land Use Element chapter of the General Plan, SOLAG, a private solid waste hauler collects and disposes of the City’s solid waste (City of San Juan Capistrano 1999). The City’s solid waste is disposed of at the County of Orange Integrated Waste Management Department’s Prima Deshecha Landfill, located approximately 3 miles east of the site. The landfill is currently active and has a maximum permitted daily refuse is 4,000 tons per day (County of Orange 2018). The project would generate nominal amounts of waste during operation and would not contribute a significant amount of waste that would exceed the maximum permitted daily capacity. Therefore, the project would be served by landfills with sufficient capacity. Impacts would be less than significant. (Draft EIR, p. 6-35.) 5.Solid Waste Threshold: Would the Project comply with federal, state, and local management and reduction statutes and regulations related to solid waste? Findings: Less than significant. (Draft EIR, p. 6-35.) 29 1/16/2024 Explanation: Solid waste generated by the project would be disposed of at designated landfill facilities under federal, state, and local regulation. Additionally, the City is required to comply with relevant solid waste reduction and diversion requirements, including AB 939, AB 341, and AB 1327. Collectively, these regulations set statewide waste diversion goals and established solid waste and recycling governing standards for local agencies. In addition, waste diversion and reduction during project construction and operations would be completed in accordance with City diversion requirements. As a result, the project would comply with federal, state, and local management and reduction statutes and regulations related to solid waste. Impacts would be less than significant. (Draft EIR, p. 6-35.) U. WILDFIRES 1.Impairment of Adopted Emergency Response Plan or Emergency Evacuation Plan Threshold: If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the Project substantially impair an adopted emergency response plan or emergency evacuation plan? Findings: Less than significant impact. (Draft EIR, pp. 6-35 through 6-36.) Explanation: The project site is not located within a Very High Fire Hazard Severity Zone or a Wildland Fire Area that may contain substantial fire risk. Moreover, the project would not adversely affect operations on the local or regional circulation system, and as such, would not impact the use of these facilities as emergency response routes. For these reasons and the reasons discussed in the EIR, impacts associated with an emergency response plan or emergency evacuation plan would be less than significant. (Draft EIR, pp. 6-35 through 6-36.) 2.Exacerbation of Wildfire Risks Threshold: If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the Project, 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? Findings: Less than significant impact. (Draft EIR, p. 6-36.) Explanation: The project site is not located within a Very High Fire Hazard Severity Zone or a Wildland Fire Area that may contain substantial fire risk. Moreover, the project would not include structures intended for long-term occupancy and operation of the project would involve active maintenance of landscaping and vegetation, which would prevent dry or fire-prone overgrowth of vegetation. Therefore, the project would not exacerbate wildfire risks such that project users would be exposed to pollutants concentrations. Impacts would be less than significant. (Draft EIR, p. 6-36.) 30 1/16/2024 3.Infrastructure-Related Wildfire Risks Threshold: If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the Project require installation or maintenance 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? Findings: Less than significant impact. (Draft EIR, p. 6-36.) Explanation: The project site is not located within a Very High Fire Hazard Severity Zone or a Wildland Fire Area that may contain substantial fire risk. Moreover, the project would not result in installation or maintenance of associated infrastructure that may exacerbate fire risk. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, p. 6-36.) 4.Landslides and Slope Instability Threshold: If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the Project 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? Findings: Less than significant impact. (Draft EIR, pp. 6-36 through 6-37.) Explanation: The project site is not located within a Very High Fire Hazard Severity Zone or a Wildland Fire Area that may contain substantial fire risk. Moreover, the project would not pose a substantial risk for wildfire. Notably, the project would contain no habitable structures or other structural development intended for human occupancy that would be located within or adjacent to identified landslide zones. Therefore, the project would not expose people or structures to significant risks from post-fire slop instability or drainage changes. For these reasons and the reasons discussed in the EIR, impacts would be less than significant. (Draft EIR, pp. 6-36 through 6-37.) SECTION 3. FINDINGS REGARDING ENVIRONMENTAL IMPACTS MITIGATED TO A LEVEL OF LESS THAN SIGNIFICANT The City hereby finds that feasible mitigation measures have been identified in the EIR that will avoid or substantially lessen the following potentially significant environmental impacts to a level of less than significant. The potentially significant impacts, and the mitigation measures that will reduce them to a less than significant level, are as follows: 31 1/16/2024 A.BIOLOGICAL RESOURCES 1.Special Status Species Threshold: Would the Project have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U. S. Fish and Wildlife Service? Findings: Less than significant with mitigation incorporated. (Draft EIR, pp. 4.2-5 through 4.2-6.) Changes or alterations have been required in, or incorporated into, the Project that avoid or substantially lessen the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) Explanation: The project site is in an urban environment within a predominantly developed part of the City. While much of the site is comprised of dirt surface, and crops, some plant species are supported. Plant species found on the project site consist of ruderal and ornamental non-native species, including small, scattered shrubs, as well as common weedy varietals growing within the less-maintained areas of the site. Additionally, several ornamental trees are located along part of the project site’s southern, northern and western borders. Due to the disturbed condition of the project site, no native plant species are expected to occur on site. Together, the on-site plant species form a non-native and non-cohesive plant community that do not support any candidate, sensitive, or special-status plant species. Based upon the urbanized nature of the project area, wildlife species that could potentially occur in the surrounding area include common species typically found in urban/developed settings such as mourning dove (Zenaida macroura), desert cottontail (Sylvilagus audubonii), and western fence lizard (Sceloporus occidentalis). The on-site land cover is not known to support any candidate, sensitive, or special-status wildlife species. However, the area surrounding the project site contains scattered trees, shrubs, and bare ground that could potentially be used by migratory birds for breeding. Direct impacts to migratory nesting birds must be avoided to comply with the Migratory Bird Treaty Act (16 USC 703–712) and the California Department of Fish and Wildlife’s (CDFW) requirements as established by Section 3503.5 of the California Fish and Game Code. Prior to construction, ornamental trees within the project footprint would be removed thus posing a potential impact to nesting birds onsite. Additionally, demolition and subsequent clearing and grading activities on the project site have potential to impact ground-nesting bird species. Furthermore, indirect impacts to nesting birds from short- term, construction-related noise could result in decreased reproductive success or abandonment of an area as nesting habitat if construction were conducted during the breeding/nesting season (i.e., February through August). As such, to avoid potential direct and indirect impacts to nesting birds, and in conformance with the requirements of the Migratory Bird Treaty Act and California Department of Fish and Wildlife, MM-BIO-1 would be implemented. With implementation of MM-BIO-1 (produced below), direct and indirect 32 1/16/2024 impacts to nesting birds from construction-related activities would be less than significant as discussed in the EIR. (Draft EIR, pp. 4.2-5 through 4.2-6.) MM-BIO-1: Nesting Bird Survey. In conformance with the requirements of the Migratory Bird Treaty Act and Section 3503.5 of the California Fish and Game Code, should vegetation clearing, cutting, or removal activities be required during the nesting season (i.e., February 1 through August 31), a qualified biologist shall conduct a nesting bird survey no more than 7 calendar days before such activities take place. The survey shall consist of full coverage of the project footprint and an appropriate buffer, as determined by the qualified biologist. If no occupied nests are found, no additional steps shall be required. If nests are found that are being used for breeding or rearing young by a native bird, the qualified biologist shall recommend further avoidance measures, including establishing an appropriate buffer around the occupied nest. Appropriate buffers may be 300 feet for passerine species and 500 feet for raptor species; however, the buffer shall be determined by the qualified biologist based on the species present, surrounding habitat, and existing environmental setting/level of disturbance. No construction or ground- disturbing activities shall be conducted within the buffer until the biologist has determined that the nest is no longer being used for breeding or rearing. B.CULTURAL RESOURCES 1.Archaeological Resources Threshold: Would the Project cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5? Findings: Less than significant impact with mitigation incorporated. (Draft EIR, pp 4.3-7 through 4.3-9.) Changes or alterations have been required in, or incorporated into, the Project which avoid or substantially lessen the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) Explanation: The entirety of the project site has been subjected to previous cultural resource investigations. Of the two previous studies, one study (OR-01237), identified lithic material and marine shell remains during a reconnaissance pedestrian survey within the Kinoshita Farm Property, which is the 28-acre City-owned parcel that includes the current project site. However, none of the lithic material identified exhibited any evidence of cultural modification and the marine shell that was observed appeared to be recent in origin. Additionally, the CHRIS records search indicates that one previously recorded prehistoric archaeological site, P-30- 000835/CA-ORA-000835, was identified within 720 meters (approximately 2,360 feet) to the southeast and outside of the project site. This prehistoric archaeological site was originally recorded in 1979 and was identified during a pedestrian survey. The record notes that the nearest water source as the San Juan Creek. The site is described in the 1979 record as a prehistoric temporary campsite and 33 1/16/2024 was noted to be disturbed by an irrigation system and the construction of the San Diego Freeway (I-5). The site was revisited in 2007 as part of a cultural resources inventory and site assessment and the record was updated to state that the prehistoric archaeological site as documented in 1979, no longer exists and was destroyed during the construction of the southbound lanes for I-5 and it was concluded that there is no potential for buried deposits to exist anywhere near the former footprint of site P-30-000835/CA-ORA000835 as mapped in 1979. The current project site is less than 500 meters west of the San Juan Creek and has remained in use for agricultural purposes since the early twentieth century to present. Although the project site has remained undeveloped to present-day and operates as an orchard and crop farm, the vast majority of tree roots disturb roughly the top 22 to 36 inches of the soil. An intensive-level pedestrian survey of the project site did not identify any cultural materials. It should be noted that based on current site conditions, the native soils upon and within which cultural deposits would exist in context was not observed during the survey. Given this information and geoarchaeological suitability for supporting the presence of buried archaeological resources, there is a moderate potential for the discovery of unanticipated cultural resources during initial ground disturbance within native soil, beneath the extant root system of the orchard. Despite thorough cultural assessments intended to identify or determine the potential for archaeological resources to exist within a Project site, the potential to encounter yet unknown and unrecorded buried archaeological resources cannot be ruled out when ground disturbances occur within native soils. In the event that yet unknown and unrecorded archaeological resources are encountered during project implementation, impacts to these resources would potentially be significant. To appropriately respond to the unanticipated and inadvertent discovery of yet unknown and unrecorded archaeological resources and mitigate potential impacts to a level of less than significant, the project shall incorporate MM-CUL-1 and MM-CUL-2, which provide: MM-CUL-1. Workers Environmental Awareness Program Training: All construction personnel and monitors who are not trained archaeologists shall be briefed regarding inadvertent discoveries prior to the start of construction-related excavation activities. A basic presentation and handout or pamphlet shall be prepared in order to ensure proper identification and treatment of inadvertent discoveries. The purpose of the Workers Environmental Awareness Program (WEAP) training is to provide specific details on the kinds of archaeological materials and tribal cultural resources that may be identified during construction of the project and explain the importance of and legal basis for the protection of archaeological resources and tribal cultural resources. Each worker shall also learn the proper procedures to follow in the event that archaeological resources and tribal cultural resources or human remains are uncovered during ground- disturbing activities. These procedures include work curtailment or redirection, and the immediate contact of the site supervisor and archaeological monitor. MM-CUL-2. Cultural and Tribal Cultural Resources Monitoring and Inadvertent Discovery of Archaeological Resources: An archaeological monitor must be present during all initial ground disturbing activities with the potential to encounter 34 1/16/2024 cultural resources. A monitoring plan must be prepared by the archaeologist and implemented upon approval by the City. An inadvertent discovery clause, written by an archaeologist, shall be added to all construction plans associated with ground-disturbing activities. An archaeological monitor shall be present on the project site during initial ground-disturbing activities to monitor rough and finish grading, excavation, and other ground-disturbing activities in the native soils. In the event that yet unknown and unanticipated archaeological resources (sites, features, or artifacts) are inadvertently exposed during ground disturbing activities for the Project, all construction work occurring within 50 feet of the find shall immediately stop until a qualified archaeologist, meeting the Secretary of the Interior’s Professional Qualification Standards, can evaluate the significance of the unanticipated resource. If a resource is deemed significant by the qualified archaeologist, preservation in place or avoidance of the resource shall be the preferred method of preservation consistent with Public Resources Code section 21083.2(b). If preservation in place or avoidance is not feasible, treatment may include implementation of archaeological data recovery excavations to remove the resource. This mitigation will reduce any potential significant impacts to a level of less than significant by ensuring that any significant resource discovered is either avoided, preserved in place, or removed so that there will be no substantial adverse change in the significance of the resource. The methods and results of the data recovery excavation shall be included in a monitoring report, to be completed by the qualified archaeologist after completion of the project. The monitoring report shall include a description of resources recovered, treatment of the resources, and evaluation of the resources with respect to the California Register of Historical Resources and CEQA. Upon completion of the project, all appropriate documentation (reports, site records, etc.) shall be submitted to the City Development Services Director and the South Central Coastal Information Center (SCCIC). 2.Human Remains Threshold: Would the Project disturb any human remains, including those interred outside of formal cemeteries? Findings: Less than significant impact with mitigation incorporated. (Draft EIR, pp. 4.3-9 through 4.3-10.) Changes or alterations have been required in, or incorporated into, the Project which avoid or substantially lessen the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) Explanation: No known current or historic cemeteries or burial sites interred outside of a formal cemetery have been identified on the project site or adjacent area (within 0.5-mile radius). However, it is possible ground-disturbing activities may encounter 35 1/16/2024 previously unknown or unrecorded human remains, including those interred outside of a dedicated cemetery. To ensure consistency with the requirements of CCR Section 15064.5(e), and to reduce any potential impacts related to inadvertently disturbing human remains, MM-CUL-3 (produced below) would be implemented. MM-CUL-3 requires work to halt in the event that human remains are encountered, and establishes required steps for notification, treatment, and reporting of the remains. With the implementation of MM- CUL-3, impacts related to disturbance of human remains would be less than significant. MM-CUL-3. Inadvertent Discovery of Human Remains. In the event that yet unknown and unrecorded human remains are inadvertently encountered during construction activities, the remains and associated funerary objects shall be treated in accordance with state and local regulations that provide requirements with regard to the accidental discovery of human remains, including California Health and Safety Code Section 7050.5, California Public Resources Code Section 5097.98, and CEQA Guidelines Section 15064.5(e). In accordance with these regulations, if human remains are found, the County Coroner must be immediately notified of the discovery. No further excavation or disturbance of the Project site or any nearby (no less than 100 feet) area reasonably suspected to overlie adjacent remains can occur until the County Coroner has determined if the remains are potentially human in origin. If the County Coroner determines that the remains are, or are believed to be, Native American, he or she is required to immediately notify the Native American Heritage Commission (NAHC). The NAHC will notify the person/s it believes to be the most likely descendant (MLD) from the deceased individual. The MLD must then complete their inspection and determine, in consultation with the property owner, the treatment and potential disposition of the human remains. All resulting documentation shall be submitted to the City Development Services Director, or designee, for their review and work shall not continue within the area of the discovery without authorization from the City. Upon completion of the project, all appropriate documentation (reports, site records, etc.) shall be submitted to the SCCIC. C.GEOLOGY AND SOILS 1.Paleontological Resources and Geologic Features Threshold: Would the Project directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Findings: Less than significant impact with mitigation incorporated. (Draft EIR, p. 4.4-8 through 4.4-9.) Changes or alterations have been required in, or incorporated into, the Project which avoid or substantially lessen the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) Explanation: As discussed in Appendix A, no paleontological resources were identified within the project site. Recent young alluvial flood-plain deposits that are generally too young to contain significant paleontological resources on or very near the 36 1/16/2024 surface immediately underlie the project site. However, at depths greater than five feet below the original surface, there is a greater likelihood of encountering sediments that are old enough to contain significant paleontological resources. As such, the likelihood of impacting paleontological resources within the project site is considered low above a depth of five feet below the original ground surface, increasing with depth. Therefore, the project would incorporate mitigation measure MM-GEO-1 through MM-GEO-4, which requires retention of a qualified paleontologist if resources are encountered during construction. Incorporation of MM-GEO-1 through MM-GEO-4 would reduce potential impacts to a level below significance. Therefore, impacts to paleontological resources would be less than significant with mitigation incorporated. MM-GEO-1. Retention of a Qualified Paleontologist. If excavations below a depth of five feet below the original ground surface are planned for the proposed project a qualified Orange County certified paleontologist meeting the Society of Vertebrate Paleontology’s 2010 standards must be retained to oversee the implementation of all paleontological resources mitigation requirements for the project. The qualified paleontologist shall prepare an inadvertent discovery clause to be added to all construction plans associated with ground disturbing activities. MM-GEO-2. Paleontological Resources Sensitivity Training. Prior to the start of excavations, the Qualified Paleontologist, or their designee, shall conduct paleontological resources awareness training for onsite personnel. The training session shall focus on how to identify paleontological resources that may be encountered during excavations and the procedures to be followed in the event of their discovery. The City shall ensure onsite personnel are made available for and attend the training and retain documentation demonstrating attendance. MM-GEO-3. Paleontological Resources Monitoring. If excavations below a depth of five feet below the original ground surface are planned for the proposed project, the qualified paleontologist shall determine when and where paleontological monitoring is warranted based on the paleontologists understanding of the construction plan and the lithologic character and age of the sediments that could be exposed during excavation. The qualified paleontologist or a qualified paleontological monitor meeting the Society of Vertebrate Paleontology’s 2010 standards under the direction of the qualified paleontologist must conduct the paleontological monitoring. If the sediments are determined by the qualified paleontologist to be too young or too coarse-grained to likely preserve paleontological resources, the qualified paleontologist can reduce or terminate monitoring per the Society of Vertebrate Paleontology’s 2010 guidelines and based on the excavations remaining for the proposed Project. The paleontological monitor should complete daily monitoring logs for each day monitoring is conducted documenting construction activities and geological and paleontological observations. The qualified paleontologist must produce a final paleontological monitoring report that discusses the paleontological monitoring program, any paleontological discoveries, and the preparation, curation, and accessioning of the fossils into a suitable paleontological repository with retrievable storage. The report 37 1/16/2024 shall be submitted to the City to signify the satisfactory completion of required paleontological mitigation measures. If significant fossils are discovered, the report shall also be submitted to the appropriate repositories. MM-GEO-4. Paleontological Resource Treatment and Disposition. If paleontological resources are discovered, significant fossils shall be prepared to the point of identification and cataloged. Significant fossils shall be curated at a public, non-profit institution with a research interest in the material and with retrievable storage, such as the Natural History Museum of Los Angeles County, if such an institution agrees to accept the fossils. If no institution accepts the fossil collection, then the fossils may be donated to a local museum, historical society, school, or other institution for educational purposes. Accompanying notes, reports, maps, and photographs shall also be filed with the final repository. D.NOISE 1.Local Noise Level Standards Threshold: Would the Project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the Project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Findings: Less than significant impact with mitigation incorporated. (Draft EIR, pp. 4.6-6 through 4.6-10.) Changes or alterations have been required in, or incorporated into, the Project which avoid or substantially lessen the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) Explanation: Construction of the proposed project is anticipated to involve distinct and sequential groupings of onsite activities or phases that for purposes of this assessment include site preparation, excavation (for skate bowl areas), building construction, paving, and application of architectural finishes. Utilizing FWHA reference noise levels and AUF values for anticipated heavy construction equipment and vehicles to be used on the project site, an RCNM emulator predicted the aggregate noise level exposures from each of these project construction stages at the nearest offsite noise- sensitive receptors (NSR): existing homes on the southern side of Camino Del Avion that are as close as 90 feet to the southern boundary of the project site or approximately 325 feet to its geographic centroid. As shown in Table 4.6-5 of the EIR, neither the general assessment nor the detailed assessment technique predicts an 8-hour Leq exposure from a project construction stage that would exceed the FTA guidance-based threshold of 80 dBA; hence, on this basis, project construction noise would result in a less than significant impact. Despite the expected compliance with FTA guidance, noise emission from onsite project construction equipment would likely cause the outdoor ambient sound environment at these nearby offsite NSRs to increase by as much as 14 dB with respect 38 1/16/2024 to the daytime Leq value range of 60-65 dBA as presented in Section 4.6.1. Although such increase would be temporary and conclude when project construction is completed, it would be clearly perceived under most conditions and sound twice as loud as pre- project outdoor conditions when the increase is at least 10 dB in magnitude. For this reason, the project would implement MM NOI-1 to further minimize this construction attributed change to the daytime sound environment. MM NOI-1 below is provided to reduce the magnitude of temporary construction-related increases to the outdoor ambient sound level at offsite nearest NSR. MM NOI-1 Construction Noise Reduction. In addition to adherence to the City of San Juan Capistrano’s policies found in the City’s General Plan Noise and Safety Element and Municipal Code limiting the construction hours of operation, the following measures shall be implemented to reduce construction noise emanating from the project: i. The project contractor shall, to the extent feasible, schedule construction activities to avoid concurrent operation of several pieces of construction equipment proximate to an offsite noise-sensitive receiver. ii. All construction equipment, fixed or mobile, shall be equipped with properly operating and maintained engine exhaust mufflers. iii. Based on feasibility and/or practicality, the project contractor shall apply the following onsite equipment noise control and sound abatement methods: a. shutting off idling engines of vehicles and stationary engine-driven equipment when not in use; b. orient operating stationary equipment so that audibly or measurably louder cabinet surfaces or penetrations (e.g., air intake or discharge vents) are facing away from nearest offsite noise-sensitive receptors; and c. apply factory-approved enclosures, vent shrouds, and other equipment-mounted features to attenuate (via dissipative acoustical absorption, south path occlusion or redirection, etc.) noise emission. iv. During the site preparation and excavation phases of the Project, the project contractor shall install a minimum 7-foot-tall temporary noise barrier (e.g., vertical installation of adjoining plywood sheeting [minimum ½-thick], a frame-suspended outdoor acoustical blanket, or other materials/assembly that demonstrates a minimum of sound transmission class [STC] 20) along the full southern extent of the project boundary. v. Construction hours, allowable workdays, and the phone number of the job superintendent shall be clearly posted at construction entrances to allow surrounding property owners to contact the job superintendent if necessary. In the event the City receives a complaint, appropriate corrective actions shall be implemented, and a report of the action provided to the reporting party. With implementation of MM-NOI-1, required insertion of an 7-foot tall temporary solid barrier would further reduce construction noise levels at residential NSRs just south of the project site by as much as 11 dB during the site preparation and grading phases of construction. Under these modeled conditions, construction noise at the nearest offsite receptors would fall within the 62 dBA to 63 dBA 8-hour Leq range during such activities. For these reasons and the reasons discussed in the EIR, implementation of MM-NOI-1 would reduce potential construction noise-related impacts to a level of less than significant. 39 1/16/2024 Operational Noise. The project is anticipated to generate 193 daily trips, which one could reasonably assume would occur on the Camino del Avion roadway segment that adjoins the project to the south. Using an FHWA traffic noise model that include the 25 mile per hour (mph) roadway speed, these additional project-related trips would create an estimated CNEL of 42.6 dBA at a distance of 50 feet. Outside of school hours, the speed limit is 40 mph and would yield an estimated 47.0 dBA CNEL. This latter noise level is substantially lower than the 60 dBA CNEL contour shown in the vicinity of the existing park along Camino del Avion and lower than the measured CNEL of 64 dBA as shown in Table 4.6-1 of the EIR. Logarithmically adding 47.0 dBA to either 60 dBA or 64 dBA would be a negligible (i.e., less than 0.1 dB) increase to the existing outdoor ambient sound level; therefore, traffic noise from project operation would result in a less than significant impact. Since the predicted exterior noise level exposures attributed to project stationary sources are not expected to exceed 50 dBA hourly Leq at the boundaries of the nearest existing homes on Camino del Avion, both of the City’s noise standards—daytime or evening—would be satisfied. E.TRIBAL CULTURAL RESOURCES 1.Potential Impacts to Tribal Cultural Resources Threshold: 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, or 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 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)? Findings: Less than significant impact with mitigation incorporated. (Draft EIR, pp. 4.8-10 through 4.8-12.) Changes or alterations have been required in, or incorporated into, the Project which avoid or substantially lessen the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) Explanation: SCCIC records indicate that four cultural resources have been previously recorded within 0.5-mile of the project site. Of these, three are historic built environment resources and one is a prehistoric archaeological site. None of these resources overlap the project site and none of the available SCCIC records reviewed indicate that any previously recorded cultural resources exist within the project site. However, despite thorough cultural assessments intended to identify or determine the potential for cultural resources to exist within a Project site, the potential to encounter yet unknown and unrecorded buried tribal cultural resources cannot be ruled out when ground disturbances occur within native soils. In the event that yet unknown and unrecorded tribal cultural resources are encountered during project implementation, impacts to these resources would potentially be significant. To appropriately respond to 40 1/16/2024 the unanticipated and inadvertent discovery of yet unknown and unrecorded archaeological resources and mitigate potential impacts to a level of less than significant, the project shall incorporate MM-CUL-1, MM CUL 2, and MM CUL-3. Therefore, impacts associated with tribal cultural resources 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), would be less than significant with mitigation incorporated. MM-CUL-1 Workers Environmental Awareness Program Training: All construction personnel and monitors who are not trained archaeologists shall be briefed regarding inadvertent discoveries prior to the start of construction-related excavation activities. A basic presentation and handout or pamphlet shall be prepared in order to ensure proper identification and treatment of inadvertent discoveries. The purpose of the Workers Environmental Awareness Program (WEAP) training is to provide specific details on the kinds of archaeological materials and tribal cultural resources that may be identified during construction of the project and explain the importance of and legal basis for the protection of archaeological and tribal cultural resources. Each worker shall also learn the proper procedures to follow in the event that archaeological and tribal cultural resources or human remains are uncovered during ground-disturbing activities. These procedures include work curtailment or redirection, and the immediate contact of the site supervisor and archaeological monitor. MM-CUL-2 Cultural and Tribal Resources Monitoring and Inadvertent Discovery of Archaeological Resources: An archaeological monitor must be present during all initial ground-disturbing activities with the potential to encounter cultural resources. A monitoring plan must be prepared by the archaeologist and implemented upon approval by the City. An inadvertent discovery clause, written by an archaeologist, shall be added to all construction plans associated with ground-disturbing activities. An archaeological monitor shall be present on the project site during initial ground-disturbing activities to monitor rough and finish grading, excavation, and other ground-disturbing activities in the native soils. In the event that yet unknown and unanticipated archaeological resources (sites, features, or artifacts) are inadvertently exposed during ground disturbing activities for the Project, all construction work occurring within 50 feet of the find shall immediately stop until a qualified archaeologist, meeting the Secretary of the Interior’s Professional Qualification Standards, can evaluate the significance of the unanticipated resource. If a resource is deemed significant by the qualified archaeologist, preservation in place or avoidance of the resource shall be the preferred method of preservation consistent with Public Resources Code section 21083.2(b). If preservation in place or avoidance is not feasible, treatment may include implementation of archaeological data recovery excavations to remove the resource. This mitigation will reduce any potential significant impacts to a level of less than significant by ensuring that any significant resource discovered is either avoided, preserved in place, or removed so that there will be no substantial 41 1/16/2024 adverse change in the significance of the resource. The methods and results of the data recovery excavation shall be included in a monitoring report, to be completed by the qualified archaeologist after completion of the project. The monitoring report shall include a description of resources recovered, treatment of the resources, and evaluation of the resources with respect to the California Register of Historical Resources and CEQA. Upon completion of the project, all appropriate documentation (reports, site records, etc.) shall be submitted to the City Development Services Director and the South Central Coastal Information Center (SCCIC). MM-CUL-3 Inadvertent Discovery of Human Remains. In the event that yet unknown and unrecorded human remains are inadvertently encountered during construction activities, the remains and associated funerary objects shall be treated in accordance with state and local regulations that provide requirements with regard to the accidental discovery of human remains, including California Health and Safety Code Section 7050.5, California Public Resources Code Section 5097.98, and CEQA Guidelines Section 15064.5(e). In accordance with these regulations, if human remains are found, the County Coroner must be immediately notified of the discovery. No further excavation or disturbance of the Project site or any nearby (no less than 100 feet) area reasonably suspected to overlie adjacent remains can occur until the County Coroner has determined if the remains are potentially human in origin. If the County Coroner determines that the remains are, or are believed to be, Native American, he or she is required to immediately notify the Native American Heritage Commission (NAHC). The NAHC will notify the person/s it believes to be the most likely descendant (MLD) from the deceased individual. The MLD must then complete their inspection and determine, in consultation with the property owner, the treatment and potential disposition of the human remains. All resulting documentation shall be submitted to the City Development Services Director, or designee, for their review and work shall not continue within the area of the discovery without authorization from the City. Upon completion of the project, all appropriate documentation (reports, site records, etc.) shall be submitted to the SCCIC. (Draft EIR, pp. 4.8-10 through 4.8-12.) SECTION 4. FINDINGS REGARDING ENVIRONMENTAL IMPACTS NOT FULLY MITIGATED TO A LEVEL OF LESS THAN SIGNIFICANT The City hereby finds that, despite the incorporation of mitigation measures outlined in the EIR and in this Resolution, the following impacts from the proposed Project and related approvals cannot be fully mitigated to a less than significant level and a Statement of Overriding Considerations is therefore included herein: 42 1/16/2024 A.AGRICULTURE AND FORESTRY RESOURCES 1.Farmland Conversion Threshold: Would the Project convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? Finding: Significant and unavoidable impact. (Draft EIR, p. 4.1-4 through 4.1-5.) Changes or alterations have been required in, or incorporated into, the Project that avoid or substantially lessen some of the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) It is not feasible, however, to fully mitigate the Project impact to a level of less than significant. Impacts would remain significant and unavoidable. Specific economic, legal, social, technological, or other considerations make infeasible the mitigation measures or project alternatives identified in the EIR. (State CEQA Guidelines, § 15091(a)(3).) Explanation: The project site is classified as “Prime Farmland” and is actively farmed and has a reliable water supply. The project site currently represents approximately 1.4 percent of all Prime or Unique Farmland, or Farmland of Statewide Importance in the City and less than one percent in Orange County. Although the project site represents a small fraction of farmland in Orange County, the direct loss of Prime Farmland to a non-agricultural use would be considered a significant impact to agricultural resources. Here, the development of the project would result in a loss of 1.75 acres of Prime Farmland. To reduce this significant impact, the City shall implement mitigation measure MM-AG-1., which requires the City to mitigate the loss of agricultural land as follows: MM-AG-1: Contribution to Agricultural Preservation Fund. Prior to issuance of a grading permit, the City shall mitigate for the loss of Prime Agricultural Land by depositing payment of fees into the City’s Agricultural Preservation Fund and in accordance with Section 3-3.104, Schedule C, and Section 3-3.109(b) of the City’s Municipal Code. The fee payment shall be equivalent to cost of acquisition of Prime Farmland in the region at a ratio of 1:1 (i.e., 1.75 acres) or comparable open space land that could be converted to Prime Farmland. The fee payment shall be used for agricultural mitigation purposes, including but not limited to farmland acquisition, agricultural conservation easements, and/or farmland deed restrictions, with priority given to prime agricultural farmlands. Implementation of MM-AG-1 would provide payment of a fee into the City’s Agricultural Preservation Fund to be used for agricultural mitigation purposes, including but not limited to farmland acquisition, agricultural conservation easements, and/or farmland deed restrictions. However, MM-AG-1 would not replace the approximate 1.75 acres of Prime Farmland lost as a result of the proposed project and does not result in a net increase in agricultural land; therefore, the measure does not offset the conversion of 43 1/16/2024 Prime Farmland to a nonagricultural use. Therefore, implementation of MM AG-1 would not reduce the impact to Prime Farmland to a less-than-significant level, and the permanent conversion of 1.75 acre of Prime Farmland to non-agricultural uses would constitute a significant and unavoidable impact pursuant to CEQA. (Draft EIR, p. 4.1-4 through 4.1-5.) 2.Conversion Threshold: Would the Project involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non- agricultural use? Finding: Significant and unavoidable. (Draft EIR, p. 4.1-5.) Changes or alterations have been required in, or incorporated into, the Project that avoid or substantially lessen some of the significant environmental effects as identified in the EIR. (State CEQA Guidelines, § 15091(a)(1).) It is not feasible, however, to fully mitigate the Project impact to a level of less than significant. Impacts would remain significant and unavoidable. Specific economic, legal, social, technological, or other considerations make infeasible the mitigation measures or project alternatives identified in the EIR. (State CEQA Guidelines, § 15091(a)(3).) Explanation: Project implementation would result in the conversion of approximately 1.75 acres of Prime Farmland to a non-agricultural use. Although the project proponent would be required to mitigate the loss of agricultural land through implementation of MM-AG-1, the mitigation measure does not result in a net increase in agricultural land, and thus does not offset the conversion of Prime Farmland to a nonagricultural use. Therefore, MM-AG-1 would not reduce impacts to Prime Farmland to a less-than-significant level, and the permanent conversion of 1.75 acres of Prime Farmland to non-agricultural uses would constitute a significant and unavoidable impact pursuant to CEQA. (Draft EIR, p. 4.1-5.) SECTION 5. FINDINGS REGARDING CUMULATIVE ENVIRONMENTAL IMPACTS Consistent with CEQA’s requirements, the EIR for the Project includes an analysis of cumulative impacts. The City hereby finds as follows: A. AESTHETICS There are no designated scenic vistas in the project vicinity and the project is not within the Ridgeline and Open Space Preservation District; however, hillsides are visible in the vicinity of the project site and could be visible from cumulative projects. Because of the distance of the hillsides, construction of the proposed projects in combination with the cumulative projects would not obstruct views of the distant hillsides. Further, all projects would be consistent with City of San Juan Capistrano Municipal Code Title 9, Land Use, and the General Plan Land Use Element and the Conservation & Open Space Element 44 1/16/2024 goals and policies pertaining to scenic quality, development standards, and design guidelines. Cumulative projects may introduce new sources of nighttime lighting. However, all projects would be in compliance with Section 9-3.529, Lighting Standards, of the City’s Municipal Code, which establishes lighting and operational guidelines to minimize light pollution or light spillover. Therefore, compliance with these regulations would ensure that impacts related to aesthetics would not be cumulatively considerable, and therefore, no mitigation is required. (Draft EIR, p. 5-5 through 5-6.) B.AGRICULTURAL AND FORESTRY RESOURCES The geographic context of agricultural resources is confined to areas containing agricultural resources in the project region (within City boundaries and adjacent cities/communities). Therefore, cumulative impacts as related to agricultural resources would be confined to related projects on the cumulative projects list that are located near agricultural resources or that would result in direct or indirect impacts to agricultural resources. This would include cumulative project 4, The Farm on Del Obispo, which included conversion of land classified as Unique Farmland into a residential development located just north of the proposed project. As described in Section 4.1, Agricultural Resources, the proposed project would result in a significant and unavoidable impact related to the conversion of Prime Farmland to a non-agricultural use (see thresholds 1 and 3). To reduce the significant impact, the City would implement MM-AG-1, which requires the City to mitigate the loss of agricultural land with payment of a fee to the City’s Agricultural Preservation Fund. Although the project proponent would be required to mitigate the loss of agricultural land through implementation of MM-AG-1, the measure does not result in a net increase in agricultural land, thereby offsetting the conversion of Important Farmland to a nonagricultural use; thus, the impact would remain significant and unavoidable. Because the project would result in the conversion of Prime Farmland to non-agricultural uses, the project’s incremental contribution to conversion of farmland within the project vicinity and surrounding region would be cumulatively considerable; therefore, this would be a significant and unavoidable cumulative impact. (Draft EIR, p. 5- 6.) As described in Section 4.1, Agricultural Resources, MM-AG-1 would be implemented as part of the proposed project. However, there are no mitigation measures to reduce the project’s contribution to cumulative loss of agricultural lands. Therefore, the project’s incremental contribution to conversion of farmland within the project vicinity and surrounding region would be considered a significant and unavoidable cumulative impact. (Draft EIR, p. 5-6.) C.AIR QUALITY The geographic scope for air quality cumulative impacts is the South Coast Air Basin and the jurisdictional boundaries of the South Coast Air Quality Management District (SCAQMD) which administers the Air Quality Management Plan (AQMP). Air pollution is by its nature a cumulative issue. The nonattainment status of regional 45 1/16/2024 pollutants is a result of past and present development. Per SCAQMD, “Projects that exceed the project-specific significance thresholds are considered by the SCAQMD to be cumulatively considerable. This is the reason project-specific and cumulative significance thresholds are the same. Conversely, projects that do not exceed the project-specific thresholds are generally not considered to be cumulatively significant” (SCAQMD 2003). The proposed project would not result in a cumulatively considerable increase in emissions of nonattainment pollutants, nor would it result in the exposure of sensitive receptors to substantial pollutant concentrations. Further, the Project and all Cumulative Projects within the region, including Easley Renewable Energy Project, would be subject to SCAQMD regulatory requirements. As such, the project’s potential contribution to impacts related to air quality would not be cumulatively considerable, and therefore, no mitigation is required. (Draft EIR, p. 5-6 through 5-7.) D.BIOLOGICAL RESOURCES The geographic context is defined differently for each species, based on species distribution, habitat requirements, and scope of impact from proposed activities. For some species the geographic context would be on-site habitat and directly adjacent habitat, while the geographic scope for other species would be defined by migratory routes or patterns. Biological resources in the project area and region are managed through the Orange County Southern Subregion Habitat Conservation Plan (OCSSHCP). Cumulative impacts to biological resources from cumulative projects would result in significant and cumulative loss of natural habitat and special-status plant and wildlife species in the region. Significant permanent loss of habitat and special-status species results from direct removal of habitat due to physical development or other changes, or indirect effects related to project activity that impacts special-status species’ life cycles. Physical development of several of the cumulative projects in Table 5-2 could result in direct and/or indirect impacts to habitat, special status species, or other biological resources; however, implementation of mitigation measures, conformance with existing regulatory requirements and project-specific permit requirements would reduce most potential impacts to less than significant. Biological resource impacts resulting from the proposed project would be less than significant with mitigation measures included. Mitigation measure MM-BIO-1 would ensure conformance with the requirements of the Migratory Bird Treaty Act and California Department of Fish and Wildlife, which would reduce potential direct and indirect impacts to nesting birds from construction-related activities to less than significant. Because the proposed project would avoid or minimize impacts to nesting birds and because the impacts to nesting birds can be reduced to less-than-significant for cumulative projects, the project’s potential contribution to impacts related to direct and indirect impacts to nesting birds from construction-related activities would not be cumulatively considerable, and therefore, no further mitigation is required. (Draft EIR, p. 5-7.) 46 1/16/2024 E.CULTURAL RESOURCES Impacts would be considered cumulatively considerable if the cumulative projects would result in direct or indirect permanent impact to identified cultural resources and implementation of mitigation or compliance with regulation would not avoid or reduce the impact. However, no known historical or archaeological resources occur within the project site; therefore, the project would not contribute to a cumulative loss of identified cultural resources in the region. Implementation of the project, in combination with other proposed or planned projects listed in Table 5-2 of the EIR, would involve ground-disturbing activities which could result in discovery of or damage to previously undiscovered archaeological resources as defined in State CEQA Guidelines Section 15064.5. However, when considered in combination with the impacts of other projects in the cumulative scenario, the project would not be cumulatively considerable because implementation of MM-CUL-1 through CUL-3 would avoid or reduce project impacts associated with potential for unanticipated archaeological resources and/or unanticipated human remains. Further, cumulative development would also be required to implement similar mitigation to avoid or reduce impacts to unknown archaeological resources. Therefore, the project’s potential contribution to impacts related to unanticipated archaeological resources and/or unanticipated human remains would not be cumulatively considerable and no further mitigation is required. (Draft EIR, pp. 5-7 through 5-8.) F.ENERGY RESOURCES The Project would not result in wasteful, inefficient, or unnecessary use of energy during construction or operations, nor would it conflict with an applicable plan. Cumulative projects within the region would have a construction period during which electricity, natural gas, and petroleum would be used; however, it is expected that such usage would be temporary and would not constitute a wasteful, inefficient, or unnecessary consumption of energy. Furthermore, per the City’s Municipal Code, the project and cumulative projects would be subject to the 2019 California Green Building Standards Code (CALGreen) (City of San Juan Capistrano 2021a). Additionally, cumulative projects would also be subject to statewide mandatory energy requirements as outlined in Title 24, Part 6, of the California Code of Regulations. And Title 24, Part 11, of the California Code of Regulations contains additional energy measures that are applicable under CALGreen. Future development would also be required to meet even more stringent requirements, including the objectives set forth in the AB 32 Scoping Plan, which seek to make all newly constructed residential homes produce a sustainable amount of renewable energy using on-site photovoltaic solar systems. Furthermore, various federal and state regulations, including the Low Carbon Fuel Standard, Pavley Clean Car Standards, and Low Emission Vehicle Program, would serve to reduce the transportation fuel demand of cumulative projects. As such, the project’s potential contribution to 47 1/16/2024 impacts related to energy consumption would not be cumulatively considerable and no mitigation is required. (Draft EIR, p. 5-8.) G.GEOLOGY AND SOILS As discussed in Section 4.4, Geology and Soils, the proposed project would result in a less than significant impact related to geology and soils-related impacts and a potentially significant impact to paleontological resources. With implementation of MM- GEO-1 through MM-GEO-4, retention of a qualified paleontologist shall be required if paleontological resources are encountered during construction and a qualified paleontological monitor would be required during exaction activities greater than 5 feet. With incorporation of MM-GEO-1 through MM-GEO-4, potential impacts to paleontological resources would be reduced to a level of less than significant. Implementation of the project, in combination with other proposed or planned projects within the project site and vicinity, would involve ground-disturbing activities which could result in discovery of or damage to previously undiscovered paleontological resources. However, when considered in combination with the impacts of other projects in the cumulative scenario, the project would not be cumulatively considerable because implementation of MM-GEO-1 through MM-GEO-4 would reduce the impact associated with unknown paleontological resources to a level of less than significant. Further, cumulative development would be required to implement similar mitigation to avoid/reduce impacts to paleontological resources. Therefore, the project’s potential contribution to risks of the existing seismic and geologic conditions or potential impacts related to previously undiscovered paleontological resources would not be cumulatively considerable, and no further mitigation is required. (Draft EIR, pp. 5-8 through 5-9.) H.GREENHOUSE GAS EMISSIONS The geographic scope of cumulative GHG impacts is the jurisdictional boundaries of the SCAQMD. The cumulative context is that GHG emissions inherently contribute to cumulative impacts, and, thus, any additional GHG emissions from cumulative projects would result in a cumulative impact. The project, as described in Section 6.2, would not exceed the SCAQMD threshold of 3,000 MT CO2e per year, and the project’s GHG contribution would not be cumulatively considerable. Further the project would not conflict with the CARB Scoping Plan or SCAG’s 2020-2024 RTP/SCS. As such, the project’s potential contribution to greenhouse gas emissions would not be cumulatively considerable and no mitigation is required. (Draft EIR, p. 5-9.) I.HAZARDS AND HAZARDOUS MATERIALS Cumulative projects, like the proposed project, could include use or handling of hazardous materials during construction; however, all projects would be required to comply with existing federal, state, and local regulations regarding hazardous material use, storage, disposal, training, and transport to prevent project-related risks to public health and safety. Cumulative projects could be located on a site included in a hazardous 48 1/16/2024 materials list and could exacerbate the hazardous conditions for the public or the environment. The proposed project is not located on a site included on a hazardous materials list and would not exacerbate any existing hazardous conditions. Hazardous conditions could also be exacerbated by cumulative projects interfering with an emergency or evacuation plan or expose the public or the environment to significant hazards related to wildfire. The proposed project would not introduce any new physical features or activities that would conflict with emergency or evacuation response, or wildfire conditions. Therefore, the project’s potential contribution to impacts related to hazardous materials and hazardous conditions would not be cumulatively considerable, and therefore no mitigation is required. (Draft EIR, pp. 5-9 through 5-10.) J.HYDROLOGY AND WATER QUALITY Cumulative projects, like the proposed project, would be required to comply with a framework of local and state regulations that protect water quality of surface water bodies and groundwater. This includes compliance with Chapter 8, Water Quality Regulations, of the City’s Municipal Code, National Pollutant Discharge Elimination System (NPDES) permit, and Stormwater Pollution Prevention Plan (SWPPP) that require water quality BMPs and storm drainage system design measures to minimize the potential for erosion, siltation, flooding, or the deposition of mud, debris, or construction-related pollutants. The Project and cumulative projects would be required to comply with applicable State and local plans and regulations that protect water quality; therefore, impacts to hydrology and water quality would not be cumulatively considerable, and therefore no mitigation is required. (Draft EIR, p. 5-10.) K.LAND USE As discussed in Section 4.5, the project would result in less than significant impacts related to dividing an existing community or conflict with existing plans and policies governing land use. This is because the project would implement a land use (park and trail) that would be cohesive with the adjacent land uses and would not introduce a new, inconsistent land use that would impede the continued operation of the adjacent and nearby land uses. While the project would remove 1.75 acres of land from agricultural use, it would not prevent the continued operation of adjacent agricultural activity, and potential indirect impacts from the project would be mitigated as discussed throughout this EIR. Taken as a whole, the proposed project is in harmony with the overall intent of the City’s General Plan goals and policies. As such, the impact would be less than significant. The projects included in Table 5-2 of the EIR consist primarily of infill development or redevelopment of existing and aging structures. Like the project, proposed uses for the cumulative projects would be consistent with surrounding uses and area land uses because the projects would be subject to land use regulations found in the City’s Municipal Code and would be required to comply with goals and policies of the General Plan. Therefore, all cumulative projects, including those in the project vicinity (i.e., The Farm; City Hall; Distrito La Novia – San Juan Meadows; and Ganahl Lumber) would be 49 1/16/2024 consistent with the existing and planned land uses of the surrounding area and would not conflict with the proposed project. As such, potential impacts to land uses would not be cumulatively considerable, and therefore no mitigation is required. (Draft EIR, pp. 5-10 through 5-11.) L.MINERAL RESOURCES Cumulative impacts to mineral resources could occur if the project or cumulative projects caused a loss of availability of a known mineral resource valuable to the region and the state or caused a loss of availability of an important mining site delineated in a local general plan or other land use plan. The project vicinity is largely urbanized and built-up, which limits opportunities for mineral resource extraction. While the project site is located within an MRZ-3 (Mineral Resource Zone) area, the project site and surrounding areas are not designated or zoned as uses that would allow mineral resource extraction, nor are the existing or proposed land uses compatible with mineral resource extraction. Therefore, the project’s potential contribution to impacts related to mineral resources would not be cumulatively considerable, and therefore no mitigation is required. Draft EIR, p. 5-11.) M.NOISE As discussed in Section 4.6, Noise, project impacts related to operational noise and groundborne vibration would be less than significant. Compliance with City policies and Municipal Code, along with the implementation of MM-NOI-1 to reduce the magnitude of temporary increases in outdoor ambient sound levels at offsite noise sensitive receptors (NSR) during construction activities, would reduce noise from construction of the proposed project to a less-than-significant level. Cumulative impacts from construction-generated noise could result if other future planned construction activities were to take place in the immediate project vicinity and cumulatively combine with construction noise from the project. The Farm on Del Obispo project (cumulative project 4) is nearly complete and is the closest project to the project site (approximately 1,000 feet north). As discussed in Section 4.6, Noise, project construction would not exceed the FTA guidance-based threshold of 80 dBA, and project construction noise would result in a less than significant impact. Although construction noise would be within FTA standards, project construction could cause the outdoor ambient sound environment at nearby offsite NSR to increase by as much as 14 dB with respect to the daytime Leq value range of 60-65 dBA. To reduce changes to outdoor ambient noise levels, the project would implement MM-NOI-1 related to management of the construction equipment, hours, and schedule. With implementation of MM NOI-1 during project construction, potential impacts to outdoor ambient noise levels resulting 50 1/16/2024 from construction activities and equipment would be reduced to a less than significant level. Construction of the nearby Farm on Del Obispo project is also subject to applicable noise-related policies in the City’s General Plan Noise and Safety Element and noise requirements in the City’s Municipal Code, including limits on construction hours of operation. In addition, similar construction noise mitigation would be applicable to the Farm on Del Obispo project pursuant to the CEQA document prepared for that project. Therefore, nearby cumulative construction noise contribution to outdoor ambient noise levels would also be reduced. All other ongoing and future anticipated development considered in this cumulative analysis would be located further away (see Figure 5-1) and would not be anticipated to influence the immediate project area because construction- related noise is typically a site-specific impact that affects those near the construction activities. For these reasons and with implementation of MM-NOI-1, the project would not result in a new or substantially more severe cumulative construction noise impact and the project’s potential contribution to short-term construction noise impacts would not be cumulatively considerable, and therefore, no additional mitigation is required. (Draft EIR, pp. 5-11 through 5-12.) N.PUBLIC SERVICES The cumulative geographic context for public services is the jurisdictional boundaries of the agencies providing public services, which in this case would include the Orange County Fire Authority, Orange County Sheriff’s Department, Capistrano Unified School District, and City of San Juan Capistrano. A cumulative impact would occur if cumulative projects resulted in demand to existing public service providers such that service standards could not be met, or additional facilities would need to be developed to serve the demand. The proposed project would be development of a park facility and is not anticipated to result in a significant impact to any public services. The proposed project would be complementary to the adjacent park and recreational uses, and would be served by the same fire and police providers that serve the adjacent uses. Demand could increase slightly due to expansion of recreational uses but would not be substantial given the project size and proposed recreational use. Therefore, the project’s potential contribution to impacts related to public services would not be cumulatively considerable, and no mitigation is required. (Draft EIR, p. 5-12.) O.RECREATION Cumulative projects in the City would have the potential to result in a significant cumulative impact if they would, in combination, result in the deterioration of parks and recreational facilities due to increased usage. The geographic boundary for this cumulative analysis includes all parks and recreational facilities within the project vicinity and region. Some cumulative projects, such as residential developments, would have the potential to increase the demand for recreational facilities, which could result in 51 1/16/2024 deterioration of existing facilities. The project is a skatepark and trail that would provide additional recreational facilities to the community, and thus would not result in a negative impact on these resources. Therefore, the project’s potential contribution to impacts related to recreation would not be cumulatively considerable, and no mitigation is required. (Draft EIR, pp. 5-12 through 5-13.) P.TRANSPORTATION As discussed in Section 4.7, the project would not introduce any new features to a roadway that would result in a hazard or restrict emergency access. The proposed project would introduce a new multi-use trail which would provide more connectivity to existing bicycle and pedestrian routes in the area, consistent with several policies set forth in the General Plan. Furthermore, the project would provide another local recreational facility and would not result in daily vehicle trips that would conflict with policies and regulations regarding vehicle miles traveled (VMT). As a result, impacts would be less than significant. Cumulative impacts related to roadway hazards or restriction of emergency access would be localized to the roadways adjacent to the project sites. None of the cumulative projects within one mile of the project site (The Farm, City Hall, Distrito La Novia – San Juan Meadows, and Ganahl Lumber) would utilize the same roadway or propose any changes to the roadway utilized by the project for construction and operation ingress/egress (Camino Del Avion). As such, no localized cumulative impacts would occur related to roadway hazards or emergency access. Regarding conflict with policies or programs regulating transportation, all cumulative projects must also be consistent with relevant plans including the General Plan, the OCTA CBSP and CMP plans, and the Municipal Code, which govern roadway, transit, bicycle, an pedestrian facilities. Compliance with these regulations would result in less than significant cumulative impacts. Regarding cumulative VMT impacts, many of the cumulative projects are infill or redevelopment projects, which generally do not induce an increase in VMT. All cumulative projects would be subject to VMT screening and analysis pursuant to the City’s VMT analysis guidelines. Per City’s guidelines, if a project generates 200 or fewer weekday daily trips, it is considered consistent with the City’s Administrative Policy and is screened from conducting a VMT analysis. Further, if projects conducting VMT analyses result in VMT impacts, mitigation measures would be applied to ensure consistency with VMT guidance and CEQA Guidelines section 15064.3, subdivision (b). As such, impacts would not be cumulatively considerable, and therefore, no mitigation is required. (Draft EIR, p. 5-13.) 52 1/16/2024 Q.TRIBAL CULTURAL RESOURCES Impacts would be considered cumulatively considerable if the cumulative projects listed in Table 5-2 would result in direct or indirect permanent impact to identified TCRs, and implementation of mitigation or compliance with regulation would not avoid or reduce the impact. The cumulative projects listed in Table 5-2 may result in potentially significant impacts to known or previously undiscovered tribal resources that are identified over the course of project implementation. Compliance with existing regulations, such as 14 CCR Section 15064.5 and Public Resources Code Section 21074, as well as implementation of mitigation, including provision of archaeological and tribal cultural monitors during ground disturbing activities would reduce potential impacts. No tribal cultural resources were identified at the project site as a result of a thorough cultural assessment or as a result of consultation between the City and California Native American tribes; therefore, the project would not contribute to a cumulative loss of identified tribal resources in the region. However, despite thorough cultural assessments intended to identify or determine the potential for cultural resources to exist within a Project site, the potential to encounter yet unknown and unrecorded buried tribal cultural resources cannot be ruled out when ground disturbances occur within native soils. In the event that yet unknown and unrecorded tribal cultural resources are encountered during project implementation, impacts to these resources would potentially be significant. To appropriately respond to the unanticipated and inadvertent discovery of yet unknown and unrecorded archaeological resources and mitigate potential impacts to a level of less than significant, the project shall incorporate MM-CUL-1 through MM-CUL-3. When considered in combination with the impacts of other projects in the cumulative scenario, the project would not be cumulatively considerable because implementation of MM-CUL1 through CUL-3 would avoid or reduce project impacts associated with accidental damage to unknown resources to a less-than-significant level. Further, cumulative development would also be required to implement similar mitigation to avoid or reduce impacts to unanticipated tribal resources. Therefore, the project’s potential contribution to impacts related to previously undiscovered tribal resources would not be cumulatively considerable, and therefore, no further mitigation measures are required. (Draft EIR, pp. 5-13 through 5-14.) R.UTILITIES The cumulative geographic scope for utilities would be the project region that is served by the utility providers. For the project, this would include the City of San Diego, South Orange County Wastewater Authority, and County of Orange Integrated Waste Management. Cumulative impacts would occur if the cumulative projects would together result in demand on utility and service systems that could not be met by existing and planned infrastructure and facilities. The proposed project would produce minor demand for water, wastewater, and solid waste services due to the proposed park and associated restroom facility. Given the size of the project, it is anticipated that existing utility demand and services would be sufficient to serve the proposed project. Therefore, the project’s 53 1/16/2024 potential contribution to impacts related to utilities and service systems would not be cumulatively considerable, no mitigation is required. (Draft EIR, p. 5-14.) S.WILDFIRE The cumulative geographic scope for wildfire-related impacts would be the project vicinity and region. The project is not located in a Very High Fire Hazard Severity Zone or a Wildland Fire Area that may contain substantial fire risk. The nearest Wildland Fire Area that may contain substantial fire risk is located approximately 0.5 miles east of the site. Additionally, the nearest Very High Fire Hazard Severity Zone is located approximately 1.3 miles southeast of the project site. Projects developed in a Very High Fire Hazard Severity Zone may result in significant impacts if they would exacerbate existing dangerous conditions or interfere with emergency response. The project would not exacerbate wildfire risk due to its location and proposed uses. Any future development of cumulative projects would be required to comply with applicable federal, state, and local regulations related to emergency response and wildland fires. Required compliance with these regulations would ensure impacts related to wildfire and associated emergency response would be less than significant. Therefore, impacts related to emergency response and wildfires would not be cumulatively considerable, no mitigation is required. (Draft EIR, pp. 5-14 through 5-15.) SECTION 6. FINDINGS REGARDING GROWTH-INDUCING IMPACTS The State CEQA Guidelines requires a Draft EIR to discuss the ways in which the Project could foster economic or population growth or the construction of additional housing, directly or indirectly, in the surrounding environment. Under State CEQA Guidelines section 15126.2(e), a project would be considered to have a growth-inducing effect if it would result in any of the following effects: Directly or indirectly foster economic or population growth, or the construction of additional housing in the surrounding environment; Remove obstacles to population growth (e.g., construction of an infrastructure expansion to allow for more construction in service areas); Tax existing community service facilities, requiring the construction of new facilities that could cause significant environmental effects; or Encourage and facilitate other activities that could significantly affect the environment, either individually or cumulatively. Here, the Project would not result in significant growth-inducing impacts. (Draft EIR, pp. 6-1 through 6-2.) The San Juan Capistrano Skatepark and Trail Project (project) would require a temporary construction workforce to construct the proposed skatepark, new playground, restroom building, raised berm seating, and associated improvements. The number of construction workers needed during any given period would largely depend on the 54 1/16/2024 specific stage of construction but would likely range from a dozen to several dozen workers on a daily basis. The project would not require a permanent operational workforce; the project operation and maintenance would be served by existing City employees and the project would serve an existing community. Therefore, the project would not induce population growth in the project area. (Draft EIR, p. 6-1.) The project would construct a skatepark and associated amenities presumed to be utilized by residents in the City. The project would not introduce residential uses nor businesses to the project area and would not directly or indirectly lead to unplanned population growth or need for additional housing. (Draft EIR, p. 6-1.) According to the 2022 U.S. Census, the population of the City was approximately 34,548 residents (U.S. Census Bureau 2022a). According to the City’s General Plan Housing Element, San Juan Capistrano is projected to grow by approximately 15.4% by 2045, an increase of 41,900 new residents (City of San Juan Capistrano 2022b). As such, the project’s temporary employment requirements could likely be met by the City’s existing labor force without people needing to relocate into the project region, and the project would not stimulate population growth or a population concentration above what is assumed in local and regional land use plans. (Draft EIR, p. 6-1.) Projects that physically remove obstacles to growth, or projects that indirectly induce growth, are those that may provide a catalyst for future unrelated development in the area. The project would involve installation of a new restroom building, which would connect to the City’s existing water and energy utilities. The project’s utility demands would be served by the City’s projected current and future supplies, especially since the project would use a relatively nominal percentage of the projected supplies available to the City moving forward. The purpose of these utilities is solely to serve the needs of the project, and not to provide capacity for future projects or growth. No roadway construction is planned as part of the project; thus, the project would not result in indirect population growth by providing vehicular access to an area presently lacking such access. (Draft EIR, p. 6-1.) Based on the proximity of the project site to existing facilities, the average response times in the project area, the ability for nearby cities to respond to emergency calls, and the fact that the project site is already located within the San Juan Capistrano Police Services and the Orange County Fire Authority (OCFA) service areas, the project would be adequately served by public services without the construction of new, or the expansion of existing, facilities. The project would not result in an incremental increase in calls for service to the project site compared to existing conditions and would not result in the need for new or expanded fire or police facilities. Lastly, since the project would not directly or indirectly induce unplanned population growth in the City, it is not anticipated that many people would relocate to the City as a result of the project, and an increase in school-age children requiring public education is not expected to occur as a result. Thus, the need for new or expanded school facilities is not required. (Draft EIR, pp. 6-1 through 6-2.) 55 1/16/2024 In conclusion, the project would not cause population growth through new job opportunities, would not remove obstacles to population growth, and would not cause an increase in population such that new community facilities or infrastructure would be required outside of the project site. Lastly, the project is not expected to encourage or facilitate other activities that could significantly affect the environment, as explained above. For these reasons, the project is not considered to be significantly growth inducing. (Draft EIR, p. 6-2.) SECTION 7. FINDINGS REGARDING ALTERNATIVES The EIR analyzed three alternatives to the Project as proposed and evaluated these alternatives for their ability to avoid or reduce the Project’s significant environmental effects while also meeting the majority of the Project’s objectives. A.PROJECT OBJECTIVES The following objectives have been established for the proposed Project: Objective 1: Fulfill a long-standing need for a skatepark facility in the community to address the express interest of residents and stakeholders as reflected in the City’s 2007 recreational needs assessment. Objective 2: Create a destination skatepark facility for City and surrounding residents to encourage safe skating in a designated area rather than on public and private property where skating may be prohibited. Objective 3: Develop a skatepark facility in a location that is easily accessible, highly visible, and provides a safe environment for park users. Objective 4: Develop a skatepark facility that is contiguous to other recreational facilities in order to maximize cohesive recreational land use patterns that encourage community engagement, functionality, and convenience. Objective 5: Optimize the development and use of City-owned property with an emphasis on meeting community needs. Objective 6: Develop a skatepark facility that includes a restroom and playground amenities to meet the needs of skaters and visitors with children that may be too young to skate. B.ALTERNATIVE SITE CONSIDERED AND REJECTED DURING THE SCOPING/PROJECT PLANNING PROCESS CEQA does not require that an analysis of alternative sites be included in an EIR. However, if the surrounding circumstances make it reasonable to consider an alternative site, then an EIR may appropriately consider and analyze alternative sites. An EIR is required to identify any alternatives that were considered by the lead agency but were 56 1/16/2024 rejected as infeasible. Among the factors described under Section 15126.6(c) of the Guidelines in determining whether to exclude alternatives from detailed consideration in an EIR are failure to meet most of the basic objectives of the project, infeasibility, or inability to avoid significant environmental impacts. With respect to the feasibility of potential alternatives, Section 15126.6(f)(1) states the following: Among the factors that may be taken into account when addressing the feasibility of alternatives are site suitability, economic viability, availability of infrastructure, general plan consistency, other plans or regulatory limitations, jurisdictional boundaries ... and whether the proponent can reasonably acquire, control, or otherwise have access to the alternative site. If no feasible alternative locations exist, the agency must disclose the reasons for this conclusion. (State CEQA Guidelines, § 15126.6(f)(2)(B).) Alternatives were developed by identifying other locations in the City where a skatepark facility could feasibly be developed. The parameters for identifying potential alternative sites included property that was owned or leased by the City, was vacant or underused, and was large enough to accommodate a state-of-the art skatepark facility. No other City properties were identified that meet all of these criteria. In determining an appropriate range of project alternatives to be evaluated in this EIR, one possible alternative (Descanso Park Alternative) was initially considered and then rejected. This project alternative was rejected because it could not accomplish the objectives of the project, would not have resulted in a reduction of significant adverse environmental impacts, and was considered infeasible to construct or operate. (Draft EIR, pp. 7-3 through 7-5.) The City considered a project alternative that would redevelop the existing Descanso Park into a skatepark facility. Descanso Park is located just south of the San Juan Capistrano Police station and other City Department buildings, on a peninsula of land in between two forks of the channelized Trabuco Creek. The existing park facility includes a playground, a picnic area, an open field, and a restroom building. This alternative would include redeveloping the entire Descanso Park, or just the open field portion, into a skatepark facility offering similar amenities to the proposed project. The Descanso Park property is owned by the County of Orange and leased by the City. Per the lease agreement, the County of Orange must approve any improvements proposed for the site, and if approved for construction, any improvements become the property of the County. The current lease agreement also allows the County to terminate the agreement with 60-day notice to the City. Prior to considering Descanso Park as a potential skatepark location, the City would need approval from the County that redevelopment of the site into a skatepark would be allowed and would need to negotiate 57 1/16/2024 significant amendments to the existing lease agreement to ensure the substantial financial investment of a skatepark property would remain in perpetuity on the site. Due to these ownership conditions, this alternative was not considered feasible or practical by the City. In addition, the site sits at the dead end of Paseo Adelanto on a peninsula of land in between two forks of the channelized Trabuco Creek. The site is accessible to pedestrians and bicyclists from San Juan Creek Trail and Trabuco Creek Trail, which wraps around the park. Visitors using public transport would also need to access the skatepark from these adjacent trails because the site is not otherwise accessible from any major streets and/ or sidewalks due to the adjacent concrete channels. Given the single point of entry/exit and the site’s unique location, the City also identified concerns related to vehicular parking options for the site. The site currently provides few onsite vehicular parking spaces and parking onsite could only be minimally increased due to the triangular shape of the site and the single point of entry/exit available to the site. In addition, offsite vehicular parking options along Paseo Adelanto are extremely limited as parking is reserved for adjacent City department building employees and visitors. Therefore, the City determined the lack of vehicular parking options on or near the site greatly impact the feasibility of this site as a skatepark location. In addition to the ownership conditions and lack of parking options described above, this alternative would not meet Project Objectives 3, 4 or 5 (see Section 7.1 above). Regarding Objective 3, this alternative location would not be highly visible due to its location or easily accessible because it’s not located on or adjacent to a major road and is not located near offsite and/or on street public parking options. Regarding Objective 4, the location is isolated from any major roads and provides very limited parking options on or near the site; therefore, the site location would not encourage functionality and convenience for visitors. Regarding Objective 5, this alternative would not be located on City-owned property. In addition, it would involve removing existing recreational facilities that are used by the community. Thus, this alternative site was considered by the City but rejected because it would not be a feasible alternative for the reasons described above. C.ALTERNATIVES SELECTED FOR ANALYSIS IN THE EIR 1.Alternative 1: No Project Alternative Description: Alternative 1 would result in no change to the existing conditions on the project site. Under Alternative 1, there would be no construction, ground disturbance, or operation of a skatepark recreational facility. (Draft EIR, p. 7-6.) Impacts: Alternative 1 would not impact the existing agricultural resources present on the project site and existing agricultural operations within the project site boundaries would continue. Thus, Alternative 1 would not result in the removal of Prime Farmland or 58 1/16/2024 any other Farmland of Statewide Importance from farming uses. As such, significant and unavoidable impacts (project and cumulative) with mitigation incorporated that would occur as a result of agricultural land conversion under the project would not occur under Alternative 1. Similarly, Alternative 1 would not result in any ground disturbance that would potentially affect biological, cultural, tribal cultural, or paleontological resources present, or potentially present, on the project site. As such, the less than significant impacts with mitigation incorporated that would occur related to these resources under the development of the proposed project would not occur under Alternative 1. Short-term construction activities related to the proposed project could result in potential significant impacts to ambient noise levels in the project vicinity that would be reduced with the implementation of mitigation to a less than significant level. Under Alternative 1, there would be no construction; therefore, there would be no noise-related impacts. Implementation of Alternative 1 would not protect the project site or prevent future project applications or development from occurring on the project site. In the future, development could occur on the project site allowed under the current Kinoshita Specific Pan and land use and zoning designations, or with a Minor Use Permit or Major Use Permit. Future development could result in potential impacts related to ground disturbance, construction, or intensification of uses. (Draft EIR, p. 7-6.) Objectives and Feasibility: The No Project Alternative would fail to meet any of the Project’s objectives. (Draft EIR, p. 7-6.) Finding: The City Council rejects the No Project Alternative on grounds that it fails to meet any of the Project objectives. Therefore, the No Project Alternative is eliminated from further consideration. 2.Alternative 2: Develop Skatepark with a 500-Foot Setback from Camino Del Avion Description: Alternative 2 would result in the same scale, site plan layout, and design of the proposed skatepark facility and trail as the proposed project; however, the project footprint would be set back 500 feet north of Camino del Avion Road (see Figure 7-1). The entrance to the skatepark would be accessible from Camino del Avion Road or Via Positiva Road via the proposed trail located west of the project site. Operation of Alternative 2 would occur consistent with operation of the proposed project and the same project approvals would be required for Alternative 2 as for the proposed project. (Draft EIR, p. 7-6.) Impacts: Like the project, Alternative 2 would result in a significant and unavoidable impact to agricultural resources at a project level, and cumulatively significant and unavoidable. Relative to the project, impacts to biological resources, 59 1/16/2024 archaeological resources, undiscovered human remains, paleontological resources, and tribal cultural resources would be of similar magnitude under Alternative 2. Alternative 2 would be at least 410 feet farther from the nearest residential NSRs and would therefore result in a less than significant impact to the outdoor ambient sound environment near NSRs during construction. Relative to the project, potential construction noise-related impacts under Alternative 2 would be of lesser magnitude for residential sensitive noise receptors because of the increased distance from residential uses. (Draft EIR, pp. 7-6 through 7-8.) Objectives and Feasibility: Alternative 2 would meet Objectives 1, 2, 5, and 6 entirely, as it would provide the community-requested skatepark facility and associated amenities within a City-owned property and would encourage skateboarding within a designated area. Alternative 2 would not entirely meet Objectives 3 and 4 because the location of Alternative 2 is at least 500 feet from a public roadway and associated sidewalks, making the facility less visible. (Draft EIR, p. 7-8.) Finding: The City Council rejects Alternative 2 on the following grounds, each of which individually provides sufficient justification for rejection of this alternative: (1) this alternative does not avoid the Project’s significant and unavoidable impact on the environment; and (2) this alternative meets the Project objectives to a lesser extent than the proposed Project. Therefore, Alternative 2 is eliminated from further consideration. 3.Alternative 3: Develop Skatepark at San Juan Capistrano Community Gardens Description: Alternative 3 would consist of development of the same size skatepark facility, operations, and trail alignment as the proposed project. However, the site design and layout of the skatepark facility would be altered and the proposed playground, including the restroom building, would no longer be proposed due to spacing concerns to accommodate the different shape and smaller size of the Alternative 3 site. Implementation of Alternative 3 would include demolition of the existing community garden and associated parking area to allow for development of the skatepark facility. The community garden site is designated as Community Park and is designated as Urban and Built-Up Land under the Farmland and Mapping and Monitoring Program (FMMP) [see Figure 4.1-1]. Although the site would be located off Via Positiva, it is anticipated vehicles would access the site from Camino Del Avion because Via Positiva does not provide onstreet parking, does not have adequate road width for cars to pull over to drop visitors off, and is located farther from available parking options (i.e., Community center lot and onstreet parking along Camino Del Avion). (Draft EIR, p. 7-8.) Impacts: Alternative 3 would not avoid any of the Project’s significant and unavoidable impacts, but it could result in a nominally lesser impact to environmental impact areas such as agricultural, biological, cultural resources, paleontological resources, and tribal cultural resources due to the smaller development footprint. (Draft EIR, pp. 7-8 through 7-10.) Relative to the project, construction-related noise impacts 60 1/16/2024 from Alternative 3 would be greater because the nearest residential NSRs and a school located along Via Positiva would be a closer distance. (Draft EIR, p. 7-9.) Objectives and Feasibility: Alternative 3 would meet Objectives 1 and 2 entirely, as it would provide the community-requested skatepark facility and encourage skateboarding within a designated area. Alternative 3 would not entirely meet Objective 3, because although the site would be highly visible from Via Positiva, accessibility of the site would be reduced for visitors with vehicles due to no onstreet parking or road width to accommodate space for visitor drop offs on Via Positiva Way. Alternative 3 would not entirely meet Objective 4, because although it would develop a skatepark contiguous with other recreational facilities, the functionality and convenience of the site would be reduced without an onsite restroom and playground for visitors. Further, functionality and convenience would be reduced for visitors with vehicles as they would not be able to park along Via Positiva or have adequate space to drop off visitors due to the road width. Alternative 3 would partially meet Objective 5 because the site is owned by the City; however, development of this property would remove the existing public community gardens, which is also a public facility that is currently serving community needs. Alternative 3 would not meet Objective 6 because the site would not include a restroom and playground amenities to meet the needs of skaters and visitors with children that may be too young to skate. As such, Alternative 3 would meet most of the project objectives but not in their entirety. (Draft EIR, p. 7-10.) Alternative 3 also would not avoid the Project’s significant and unavoidable impacts in its entirety. Alternative 3 would convert 0.78 acres of Prime Farmland to non- agricultural uses. Finding: The City Council rejects Alternative 3 on the following grounds, each of which individually provides sufficient justification for rejection of this alternative: (1) this alternative does not fully avoid the Project’s significant and unavoidable impact on the environment; and (2) this alternative meets the Project objectives to a lesser extent than the proposed Project, and does not meet Objective 6. Therefore, the Alternative 3 is eliminated from further consideration. D.ENVIRONMENTALLY SUPERIOR ALTERNATIVE Section 15126.6(e)(2) of the State CEQA Guidelines indicates that an analysis of alternatives to a proposed Project shall identify an environmentally superior alternative among the alternatives evaluated in an EIR. The No Project Alternative would avoid all of the significant effects of the Project. However, pursuant to State CEQA Guidelines section 15126.6(e)(2), if a “no project” alternative is identified as the “environmentally superior alternative” then the EIR shall also identify an environmentally superior alternative among the other alternatives. Accordingly, Alternative 3 is identified as the environmentally superior alternative. 61 1/16/2024 None of the alternatives would eliminate the Project’s significant and unavoidable impacts relating to agricultural resources. However, Alternative 2 does reduce construction-related noise impacts and would result in similar impacts to the remaining resources. Alternative 2 meets most of the Objectives, but does not entirely meet Objectives 3 and 4. For these reasons, Alternative 2 is identified as the environmentally superior alternative. (Draft EIR, p. 7-11.) Alternative 3 would result in greater short-term construction noise impacts. It would reduce, but not avoid, the significant and unavoidable impacts to agricultural resources. Moreover, Alternative 3 would result in reduced impacts to agricultural resources, biological resources, cultural resources, paleontological resources, and tribal resources because of its smaller project site. Therefore, Alternative 3 would be considered environmentally superior to the proposed project and Alternative 2 overall. Alternative 3 would not meet all project objectives, as it would not meet Objective 6. Alternative 3 would fall short in meeting objectives related to accessibility, functionality, and convenience because (1) it lacks onsite restroom and playground amenities to meet the needs of skaters and visitors with children that may be too young to skate; and (2) it is located along Via Positiva Way, a road that does not provide street parking or adequate space to drop off visitors due to road width and is located farther from available parking options (i.e., Community center lot and onstreet parking along Camino Del Avion). (Draft EIR, p. 7-11.) Accordingly, the City Council rejects Alternative 3 and adopts the proposed Project. SECTION 8. STATEMENT OF OVERRIDING CONSIDERATIONS The City Council hereby declares that, pursuant to State CEQA Guidelines section 15093, the City Council has balanced the benefits of the Project against any unavoidable environmental impacts in determining whether to approve the Project. Pursuant to the State CEQA Guidelines, if the benefits of the proposed Project outweigh the proposed Project’s unavoidable adverse environmental impacts, those impacts may be considered “acceptable.” Having reduced the adverse significant environmental effect of the Project to the extent feasible by adopting the Mitigation Measures contained in the EIR, the Mitigation Monitoring and Reporting Program (MMRP), and this Resolution, having considered the entire administrative record on the Project, and having weighed the benefits of the Project against its unavoidable adverse impact after mitigation, the City Council has determined that each of the following social, economic, and environmental benefits of the Project separately and individually outweigh the Project’s potential unavoidable adverse impacts and render those potential adverse environmental impacts acceptable based upon the following overriding considerations: A.The Project fulfills a long-standing need for a skatepark facility in the community to address the express interest of residents and stakeholders. 62 1/16/2024 B.The Project creates a state-of-the-art skatepark facility for City and surrounding residents to encourage safe skating in a designated area rather than on public and private property where skating may be prohibited. C.The Project develops a skatepark facility in a location that is easily accessible, highly visible, and provides a safe environment for park users. Moreover, the skatepark will be developed on a site that is contiguous to other recreational facilities in order to maximize cohesive recreational land use patterns that encourage community engagement, functionality, and convenience. D.The Project optimizes the development and use of City-owned property with an emphasis on meeting community needs. E.The Project promotes family-cohesiveness by developing a skatepark facility that includes a restroom and playground amenities to meet the needs of skaters and visitors with children that may be too young to skate. The City Council hereby declares that the foregoing benefits provided to the public through the approval and implementation of the Project outweigh the identified significant adverse environmental impact of the Project that cannot be mitigated. The City Council finds that each of the Project benefits separately and individually outweighs all of the unavoidable adverse environmental effects identified in the EIR and therefore finds those impacts to be acceptable. 63 1/16/2024 EXHIBIT “B” MITIGATION MONITORING AND REPORTING PROGRAM 61147.35000\41776383.1 San Juan Capistrano Skatepark and Trail Project EIR 13373 November 2023 3-1 Mitigation Monitoring and Reporting Program California Public Resources Code Section 21081.6 requires that, upon certification of an EIR, “the public agency shall adopt a reporting or monitoring program for the changes made to the project or conditions of project approval, adopted in order to mitigate or avoid significant effects on the environment. The reporting or monitoring program shall be designed to ensure compliance during project implementation.” This chapter contains the mitigation monitoring and reporting program (MMRP) that has been developed for San Juan Capistrano Skatepark and Trail Project (proposed project or project). This MMRP has been developed in compliance with Public Resources Code Section 21081.6 and Section 15097 of the CEQA Guidelines. The mitigation measures in the table are coded by alphanumeric identification consistent with the EIR. The following items are i dentified for each mitigation measure: •Mitigation Monitoring. This section of the MMRP lists the stage of the proposed project during which the mitigation measure would be implemented. It also lists the party that is responsible for implementing the mitigation measure, and the agency responsible for monitoring implementation to ensure that the mitigation measure is implemented properly. •Verification of Compliance. This section of the MMRP provides a location for the implementing party and/or enforcing agency to make notes and to record their initials and the compliance date for each mitigation measure. The City of San Juan Capistrano (City) must adopt this MMRP, or an equally effective program, if it approves the proposed project with the mitigation measures that were adopted or made conditions of project approval. Exhibit B Exhibit B Exhibit B Exhibit B Exhibit B Exhibit B Exhibit B Exhibit B Exhibit B Exhibit B 64 1/16/2024 EXHIBIT “C” CITY SKATEPARK AND TRAIL PROJECT CIP 21201 PLANS AND SPECIFICATIONS Enclosure 1 - Page 1SAN JUAN CAPISTRANO SKATEPARK CIP 21201 SHEET INDEX SPl.O TITLE SHEET SPl. l CONCEPTUAL RENDERINGS Cl PRECISE GRADING AND EROSION CONTROL TITLE SHEET C2 DETAILS C3 PRECISE GRADING PLAN C4 PRECISE GRADING PLAN cs EROSION CONTROL PLAN C6 WATER AND SEWER UTILITY PLAN TITLE SHEET Cl NOTES CB UTILITY PLAN E-0.l ELECTRICAL LEGENDS & NOTES E-0.2 SINGLE LINE DIAGRAM & PANEL SCHEDULE E-1.1 ELECTRICAL SITE PLAN E-1.2 ELECTRICAL DETAILS E-1.3 ELECTRICAL SPECIFICATIONS P-0.1 PLUMBING PLAN Ml DRAIN PUMP ASSEMBLY PLAN AND SECTION VIEWS M2 DRAIN PUMP ASSEMBLY DETAILS LI GENERAL NOTES L2 MATERIALS REF. L3 JOINTING PLAN L4 PLANTING NOTES LS PLANTING NOTES L6 PLANTING PLAN Ll PLANTING DETAILS LB IRRIGATION DETAILS L9 IRRIGATION DETAILS LIO SITE DETAILS Lil SITE DETAILS Ll2 SITE DETAILS Ll3 SITE DETAILS Ll4 SITE DETAILS LIS SITE DETAILS Ll6 SITE DETAILS Lil SITE DETAILS SPl.2 SITE PLAN SPl.3 VERTICAL CONTROLS PLAN SPl.4 COPING MATERIALS PLAN SPl.S CONCRETE MATERIALS PLAN SPl.6 CONCRETE COLORS PLAN SPl.7 CONCRETE JOINTS PLAN SPl.B DIMENSIONS PLAN SPl.9 LINES AND CURVES KEY SPl.10 LINES AND CURVES TABLES SP2.0 SECTION KEY SP2.l SECTIONS & KEY SP2.2 SECTIONS & KEY SP2.3 SECTIONS & KEY SP2.4 SECTIONS & KEY SP2.S SECTIONS & KEY SP2.6 SECTIONS & KEY SP2.7 SECTIONS & KEY SP2.B SECTIONS & KEY SP3.l DETAILS I SP3.2 DETAILS 2 SP3.3 DETAILS 3 SAN JUAN CAPISTRANO I CA SITE ADDRESS 2609S-26119 CAMINO DEL AVION, SAN JUAN CAPISTRANO, CA 9267S UNITED STATES PROJECT INFORMATION CONTACTS OWNER: CITY OF SAN JUAN CAPISTRANO CONTACT: PAUL MESHKIN SENIOR CIVIL ENGINEER CITY OF SAN JUAN CAPISTRANO 32400 PASEA ADELANTO SAN JUAN CAPISTRANO, CA 9267S PHONE: {OJ: 949-443-63SO EMAIL: PMESHKIN@SANJUANCAPISTRANO.ORG MATISSE REISCHL SENIOR MANAGEMENT ANALYST PHONE: {OJ: 949-443-631S EMAIL: MREISCHL@SANJUANCAPISTRANO.ORG SKATEPARK DESIGNER: GRINDLINE SKATEPARKS INC. CONTACT: MATI FLUEGGE PHONE: 206 612 3401 EMAIL: MATI@GRINDLINE.COM RENDERING FOR REFERENCE ONLY-NOT FOR CONSTRUCTION ARCHITECT: ACTION SPORTS DESIGN CONTACT: MIKE MCINTYRE PHONE: Sl2221 B036 EMAIL: MIKE@ACTIONSPORTSDESIGN.COM CIVIL ENGINEER: RICK ENGINEERING CONTACT: BARRY J. COWAN, PE PHONE: 949 SBB OlOl EMAIL: BCOWAN@RICKENGINEERING.COM GEOTECHNICAL ENGINEER: GEOSOILS, INC. CONTACT: ROBERT G. CRISMAN, CEG 1934 PHONE: 76043B31SS EMAIL: RCRISMAN@GEOSOILSINC.COM SURVERYOR: CONTACT: WILLIAM ROHAL, L.S. 880S PHONE: 9Sl lB2 OlOl EMAIL: BROHAL@RICKENGINGEERING.COM GENERAL NOTES: I. CONTRACTOR SHALL INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH THE SAN JUAN CAPISTRANO BUILDING CODES AND THE 2019 CBC. 2. CONTRACTOR SHALL READ THESE PLANS AND NOTES ENTIRELY AND BRING ANY DISCREPANCIES TO GRINDLINE SKATEPARKS INC. IMMEDIATELY. 3. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS BEFORE SUBMITTAL OF A CONSTRUCTION BID. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, SEWERS, WATER LINES, ETC. CALL BEFORE YOU DIG Bl I. S. IF ANY UTILITIES OF FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP IMMEDIATELY AND THE UTILITY COMPANY SHALL BE NOTIFIED. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WITHIN THE AREA OF PROPOSED IMPROVEMENTS, AND IN THE EVENT OF DAMAGE, HE SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT. l. THE CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN IN THESE PLANS AND NOTES. B. THE CONTRACTOR SHALL OBTAIN, COORDINATE, AND PAY FOR ALL PERMITS, FEES. AND AGENCY INSPECTIONS AS REQUIRED. 9. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF THE FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF FINAL INSPECTION. 10. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS NOTED OTHERWISE ON PLANS. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE, AND ALL RADII, CURVES, AND SURFACES ARE TO HAVE EXTREMELY SMOOTH TRANSITIONS WITH ABSOLUTELY NO ABRUPT CHANGES OR BENDS. 11. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED BY AN INSPECTOR PRIOR TO POURING. NOTIFICA !ION Will BE GIVEN WITH AT LEAST 48 HOURS NOTICE. 12. FOR SITE GRADING, SEE SITE PLAN PROVIDED FOR APPROXIMATE SLAB ELEVATIONS. REFER TO SECTION DRAWINGS FOR VERTICAL CONTROLS OF SKATEPARK FEATURES. MAIN! AIN POSITIVE DRAINAGE WITHIN NEW AND EXISTING SLABS. FIELD FIT AS NECESSARY. 13. THE DRAWINGS AND SPECIFICATIONS REPRESENTTHE FINISHED STRUCTURE. All BRACING, TEMPORARY SUPPORTS, SHORING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SITE INSPECTIONS DO NOT INCLUDE THE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 14. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, GRINDLINE SKATEPARKS INC. AND THE APPLICABLE GOVERNING CODE AUTHORITY. CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES ~1 ~ I TITLE SHEET § Q ~ ~ 1-eAAm~ a: BAJ BAJ '""~~MBF I MBF SP1.0 Exhibit C Enclosure 1 - Page 2RENDERINGS FOR REFERENCE ONLY-NOT FOR CONSTRUCTION CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES CONCEPTUAL RENDERINGS SP1.1 BAJ I BAJ l""~~MBF r~MBF Exhibit C Enclosure 1 - Page 3~! "' ~~ ;~ ii ~~ H " r1· ._ ~~ GENERAL NOlES 1,Tl-ECITYOf N-GE ro .. mY MErlT 2.Af_L WORK SHALL CONFMM TO Tl£ STlo.T[ C:OtmRUcT!ON SAFfTY OR!JER5. 3.ALL WORK SHALL CONFORM HJ THE. CHY OF SAN JUAN CAPlSTRAr.JO LAND USE MANAGEMEtlT CODE. 4.11(1 GRAOl~ 5.HALL COMMENCE. \llITttOJT oor.-.rnnJG A GRADING PERNJT NID r.-:JT!FYING THE ~[){NG INSPECTOR. S.THE CONTRACTOR SHALL IJOT:FY THE CITY EIJGIIEERHJC ItlSP£CTOR AT ~9l 44Hi354 .i.T LEAST :Z4 H~S PR1:0R TO STARHlG MN CONSTRUCTiotJ. (,.PAIJltlG PER THESE PL.I.I-IS SHALL ~XlT COMMENCE urnL ALL ~~m~~~ =~ ~Af~tiii8~CE~lr~"'~ijlu~~ZA~E~VICE RlbHT-Of-WAY. tl.[N Tit: EVEHT THAT D:ISTir-K; TRAFFIC STRll'H-xi AND N>JQ;rni.;s ME Oil.ITERATED BY ClltlSTRUCTION. [T SHALL BE. THE RESPQl.JSlll,[LIT'I' OF TIE CONTRACTOR Ta REPLJ.CE Sl!Cl STRPrn<:. fifG)f~~~yJrlg:f~r~6fi~Mrrl~~B~~~~ ~Tc~J -T~2 crrtiDt:s. '0 . .1.LLRECU..ATDRY SJQIS SHALLBEP'...ACED wm 24 HO~S AFT~ MB RrnRIS HAVE BErn CCYlSTRUCT[D m THE LOCATIOl'./S SHOWN OIJ nt:SE PlAl-15. 12.PAIJ(N[lff WHICH O{JES tHlT J(l[I~ OTIER PAVE:MEIH OR !llLT UP AGA!rJST CONCRE.lE CURBS ffi GUTTERS SHALL HAVE A Z-{NCtt X 6-IIJCH REDWOOD lt:A!>ER LEFT HJ PlACf. U.THE: FINAL STRU;Tl~AL SECHONS. OF .ALL PUIL>:; STR:E:ETS SH4LL BE. DHERllitED 9Y SOl_ TESTS SIBMITT[D TO TIE mv OF SAM JUAt~ CAPISTRANO Fffi .t.Pl'R0\1-'l, AFTER COM?lETJD'l OF ROOGH GRADING. 14.STATl<ltut,ti; REFERS TQ WffE~ll'IE OF STRE.ETS LJ'LE.55 OTHERW!Sl IJOTED. 16.COOTRACTOR SHALL BE. RrSPOIJ5HU FOR PAO\IIDltl; ~ND NAftff.t.ItHtJG il'ARtHIJG SIGtlS,DE.'IICES.ll~TS AIJO FLA-Gt.!ftl Y'J ACCORCAt~CE Wlrn THE. STATE OF CALIFOR!..U DEP.IRTMEl'IT OF TRANS.f'<lfHATiotJ'MAr.ruAL Of TRAFFIC cotmn.SFOR CON5T~CT!otl AND MAIIHHWJCt: \llORK ZO!'£S#. ,7.Ttt:CITY5HALLBERE5PONSB...EF~AlLS{)ILAt() MATERIALS TE:'>TS.. TIE caNTRACTDR IS RESf>(J'fSIE!LE rnR TIE COST OF /!JN ~ATERIAL RHESW&. 11.ALL FORMS SllALL BE HJSPECTED Alll M'PROl'E.0 PRIOR TO THE POOAIIJG r:I" CONCRETE TO ASSUFE PROPER Sl<PE At() ACCESSTQe.LIILOINGS. ts.HI-GRESS "1JJ EGR:::SS T{J EXJSTrn-G tSTA!l...!SllNUlTS SH.I.LL BE '1:PT OPEl'l TO Ttt: SATISfAcnon l:f" THE CHY ErKiltlEER. " 15" ;~ 21.REPCRTS OF Cr:Nf'ACT!Ctl 'llllITHm THE TRAVfLEll 'f/A'I' OF ALL f' STREETS SHALL BE SOOMnT£0 TO, AIJD APPRDVE:O BV lK CJT\I GENERAL NOTES 25.Wl-f:RE GRCUlD WATER JS EJICOUNTEREO ~:rx; TRrtlCHH.it> AIJO/<IR E~CA\IATiotJ. A ljrnIMU~ OF 1 FOOT C1: IJO. 2 ROCK SH.I.LL BE PLACED 8£1.UTH MIY P!PE Ta TK s.i.rnnmotl OF THE C!Ti' EIJGHMR. 21>.!:0l'ilTR.A~TaR s;HALL PRll\11[)[ A CLEAR UtlOE!S.TRi.ll:TEO illALUl'A'I' FOR PEDE.5TRIAti!) f'AST WORK AREAlSl. AT 'Xl TIME SHALL PEO£STRUN5 BE OIR£CT£0 rnTO .I VE:H:Cl..l»l LANE. 27.N-OSHGrnGOfCOIJ5TFO:TIC>tlEOUIF'MEHTSHALLBE f>ERMITTE.C IN THE RCGHT--OF-IU~. ZS.ALL 51DE\llAL~ ~ AND GUTT£R • ..VJJ DRM'N.t.i' mROACHES.WITHIIJTltCJTY'SR!GttT-ao-ur.SHALLBE. COOSTRUCTEO O\lffi iMMIIJlMUM GLA5S. I! AGGREGATE BASE (Jf1M ljO:JllUM AGGREGATE SJZElDR CMS,PER CIH STAtlDARD PLAt15. ' "' (0), H.EROSJa'J Alll SEDIMEHT Ca.ITR<tl SHALL OC PURSU.4/'IT TO acs;T MAtlAGEMEIH PRACTICES.At() SH.I.LL BE H6TALLEO 11./.j{] MAl).ITA[NaJ B\I cmffRACTOR l:WJWIG EtmRE: COllSTRU:T!ON P£RJOO. 35.f'ER CITY COOtlCIL P<tLJCY 5-0~. IJ!GttT TIME cor1srnu::;1Ior~ WCH\ WILL BE RECUREC m HEAVl_'I' TRA\IELED STREETS c:r1 t.ntl-RES[OE!'ITl,l,l tEll'.:HBDRt()()QSL REFER TD POI.JC\/ FOR Af"FE.CTEO:!iTREETS. 3G.IM?ROY£MENT .l.tlO!OR CtrJSTRU;TIOI~ OF BIKE TRAILS SH.I.LL SE PER CITY STAl'llARO NO. 345. TOPOGRAPHY SOURCE COMP!:LEO BY:RI~ FJJGlrLE:RmG DATE:MARCHr.l.2021 BENCHMARK ORAr.£1: CWIT'I \1£RTICAL ~OtffRCI.. Blilzl...l-8-91 ELE'IATlC11 'r<l8.174 !TlAVD&BI YEM L[\'ELED 1530 ENGINEER COMf'AI~~ llE24<l D~g~AN EljAJL:E!CD\UtllllRJCK(tlC:rEERrnfj.CDM SHEET INDEX Sl-l:EI IJD. C1 " ~~-c~ OE5CRIPT!ON TlTL£SHEfT CETAl_S PRECISt: CR.r.IJIIJC PLAtJ £R0510f'J CotllROL PlAll UTILITY CONTACT LIST PRECISE AT&T n~-6'11-9\29 COX CCMMUtHCAT!DtlS. 949-5£.l-!.1161 SAi• DIE.Ga GAS!. ELECTRIC ')~-,1!-.4121 SOOTHERtl CAL!FORNI.-, G.-.s COr.fWIY 714-385-3377 CITY OF SAM JUAf~ CAPISTRANO -PUil.JC IOAK5-H9-.+1l-1~ GRADING AND EROSION CONTROL APN 121-190-57 SAN JUAN CAPISTRANO SKATE PARK I !-\ _/ 2.ALL FILL MATERIAL SHALL BE COMPACTED TO A ljrnIMUM OF '!IDY. OF THE: MAXIMUM DR\I OCNSJT\I AS OETERMY'EO BY TIE MOST RE:CENT 'i'ERS!ON OF A.5.T.M.D-t557 ell ..VJ ,tj>PROVE:C Al TERl~ATlVE STAIJDAAO. ~.AT THE. c;oMPLETIDti OF THE. GRACIIJG CFERAT!DN5 FDR THE EARTH'tl'ci.RK 'SHDWrl °'"' THJS PLAtl, AN 11.S-GRAOfO SOl_S REPORT, OR F REOUJRE[l, Atl AS-CRAIEC ~EOTE.Ot\lCAL R'£PORT WILL E!E PRE:PARaJ. TK FHUL MAS-GAA0£0#G£0HCHNIC4L REPORT WU Bf SUBNITTED TO flE CJT\I. TK FIIJAL R£PORT MUST ALSO BE REVIEWED AND SIGl.£0 BY A C4L!FORIHA CERTIFI£D EJlGltlEERHlG GE-OLOGIST. (' lHE PRCJtCT. TK \llORK S!IALL ACCEPT TIE RESPOl'JS!B1-ITY I.PON CQMPl..ETHm Of THE CIT\/ ENGY'EERl'l WAIT!NCOF s. Tl-ESE IJRADING PLAIJ5 HAI.'£ B£B.I AEl'EWEO 9Y THE: lJIOERSIGllED .I.Ill rn.rno TO B£ IN CotEORMAtm: WITH THE. RECOMt.!£NDATXlNS Alli SP£ClfICATIOi'l.i CONT.I.YEO IIJ TIE REfffiEIJCEO GE-OTECltJl~AL REPOATtslPR!:P.t.RED FClff TH!S PRo.f:CT. ~ R.C.E. DAlE -"'",G. DAlE ~ j ~~:;~E~~== c:~s~:~~:l~:\~~:R~~~H[J:S~LL AE~RE ,I, ~" PERMJT FRO+O TIE CALIFORNIA STATE [)[PARTMEIH OF on<.n<:ar ...._,_ .. ,.,.,~ 1n"' 1n~ ..... .,,.,., ..,,.-'""' •••r"uu:.rnc:."'" """"n" "'' 1n~ rL""'" """"r'-•"-~ Rdi'IU G tRISMAA -'1-_LEGEND t -·~ I PROPOSED IMPROVEMENTS , , I ITEM ~ ,,,,,,., \ '7' ··-q-GRAPHC SCALE 1"z :30' STANDARD SPECIFICATIONS: 't. GITY OF SM'l JJAM CAPISTAAf.10 STNIJ.ARO SPE.ClfitAllOf.tS 2.~TAl'IJARD SPECIFICATlCYts FOR PLRJC WORKS. CONS.TRUCTIOIJ ~GRmmoo~i. 2021 rnmotJ 3.CALIFORIJIA DEPARTM£tff OF TRAl&-ORTATIOIJ M.t.HUAL Of LX•lFORM TRAFFIC COlffRCI.. DEVCCE5..20l4 ECITJotl RE.\lls.4'.0N 6 4.C4LJFORIJIA OCPARTMHff OF TRAIJS.CIORTATIOt~ U.S CUSTQMARY SlA~DARD Sf'EC{flCATl-ONS. 21l1e EDIT!ON STANDARD DRAWINGS: 1. ClT'I OF SAi~ .J.JAN CAPJ!iTRM.JCl STA/ID.I.RD DRAWJtlGS 2. COUIHi' CF ORANGE STAf.tJARD DRAl!IIt~ rnSH ---., -" EARTltN SWALE-----------'-----------[;-:."·i=LJ MAJOR CotJTOOR-----------· .,_ MllJCfl Cot.fTtul -----bC------f>" P'IC DR>Jl--------------------------co MOOlL.l.R llE.TLAtJO!)----------BR[A!QtlE.------------EXISTING IMPROVEMENTS i)lll!l'I ITEM ~ SPOT £1.£'1-------------~~~T~~s;-============ RIGHT-DF-UY-----------E.liSt:MHIT------------POJl'ER PCX._[-------------OVEAIEAO aECTPH:AL ---OH Slcn.1 ~.l.f~ PIPE =---= FEl.rCE ---M---TrH • SID£WALK ~.,--. FUTlR: MU.Tl-PU'IPOS[ TRAL e::-•;:'.'°•~) CATCH BASINilllTHMAIHl..E ~ DRl'IEW.t.V -------------.. .MlllRHiATI: tlA:'il:_ " ASPH4LTCot(;RET[ " BEGINGURl'E EIOC l!ATERDUALITYWTLET OOT BOTTON BS BOTTON STEP " B.t.C~l!IATEA \14LVf "' CURB 8. GIJTTER "' CAST-:rl-PLACE " CElilfRlIIJ£ MU.I. "' ~~~~!~:!. r""""''" DG ""' "' DliG EC C.liUl.U":R ELE\I ELE\IATl\ltl EX/EXISTEXISTltlC ~F FJmH FLOOR FL FUlllllll£ FS FY'HSH SffifACE FG Fl'HSH GRAOC "' GRACE.BREAK GFF G.t.RAGtFitJIS!IF~T GFR G.t.RAGE.FIIJ!SttREAR H t£1GHT HCRJ:Z HORIZOl'ilTAL "' HIGH POl'IT IE IIMRT 8 .. H'ATlotJ l LEJt>TH lF LY'lEAA FEET LP LOill f'l'.XNT ljArn MA.l'ITEtol4N<:E "' NAX!M!Aj "" NA/f!OL.E •m NINIMUM "' ti.JM BER GRADING QUANTmES GflAO£D ARE"A o.e [.i.cm:s] CUT Ql.J>NllTES 39 (CYl>] flll OJANTITB .+~J (C'ffi] INPORl'/EXP:lRT .(14 [CYO] tm OS " "'' ~ POml Ofl/'ITEASEmOl'j ~p POil '"' " 0 '" " "' 5 SD "" SHT STA STD '" TC TG TR TS " m ' "1:RT • WATER SI.WAC[ " •TR WATER X:!NG CROSS.[IJO TR "'"' w.:<:. GUT DEPTH __j,_O___ [FT] w.:<: CUT SLOPE RATIO \2:1MoU:) __ ],;_!._ w.:<:.F1LLDEPTH----*-L[f1] w.:<: FU SLOPE ~TO (2:iW.X) ___.2;.L TOTAL DISTURBED AREA MH::RES ASSESSORS PARCEL NUMBER 'l2'1-19Ch'':il fl'JJEJJ # : ,, CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PU BUD WCAl<B Jo I! IIOJSTRIAL SAFHY. lr'!TH APP\..IC,l,ll..( PROFES:!iIOt~AL rnc1rE£RY'~ ST.o.llOARD5 At() PRACTICES. AS THE EIJ:Jil.JEER OF . t;,', ~i z~.IT SHALL fl: Tt£ CQIHAACTOR'S AE5f'Ol~SIBILIT\I TO s~~:'D~~RC~:fl~!~~ rusJ~sJM~~v~5::lJ~si'C:M tiD~E~+W~H1~~~~G&10C[Rl~J~~~s OCOSOLS, INC. z ~~C~s~"'G~DING AND EROSION CONTROL ':i PROTE.CT ALL TAAFf!C S.!Gt"'5 Jl'HERE APPLJCABl..E. THE CHECX OF PLAr.is Atm SPEC[FICAT1or1s l!I~ TH£ CITY OF 'iAIJ JUAl"I C.LPISTRAtJJ aoEs tl<lT i M.'!1 co.._L£R AVEM.JE. SLJTE A I '° ~) ~~~~fR~i~~f[t° t~~~T cI~~~~tl !~~j~~~~'.Co~ft~ RELEVE: M£ OF MY RES?ONSlB1-T\I FOR PRMCT D£S!Gtl. LJ.'o:E El.SINOOE, e>, i25;)0 ~ mLE SHEET !1-}l COUNTY !"lf:RIFFS DEPARTNEJIT (t.34-EO-OSl,.t.tJO OR41'iG[ COUtH\I •~·un:Mll Mn41 ~ ---------=====,..-====,--------------,=;--1 -"'.ji FIRE AUTHOOIT\I 18~1-0S72JAT LEAST 72 ~PRIOR TO •-~ .... r .. • -" :f• --.ICll .. H .,. w. -~·~·an:!i2'MI ~_,,,,,., ~.!, STREET Q.OSLJRE OR DETOUR.~ =-:.·:::·•,.::,·~ --mwlf.CAUlll k; BARR'l'J.cant< DATE CaLL ,.....,e'"~ ~ jni; RcE. 4ti~'! '® ce.ca.m.cc=.:u-. . .. u.,, .... ,,,E jt~ 1 DIWo\tl!W. rt: cc.rm.m.c11c.c.c. ~!! :f{)rE83~b1~ck~j~s~folfl~,1,ft_(~E~CfJs:~~~fi.1~ DEK DEK liH!Er ~$~ rncRo.1.01MrnT rrRM!T Is REauIRrn. 1...a.:im-W-1133 BARRY J.caw11.N ~ ~ ~DMe ~DMe g~ R.C.Leo. Dll'.::W. : Exhibit C Enclosure 1 - Page 4EROSION CONTROL NOTES IN CASE OF EMEftl;t:.r«;T, !;ALLI ________ tRESPONSIBLE PERSOHI AT 124-tlOUR PHONE ltJMBERl. TIE Utl>ERSICNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND CERTIFY THAT TlE SYSTIN FltlCTIONS PROPERLY AHO IS IN ACCORDAMCE WITH TIE APPROVED PLANS. !SIGNATURE AND REGISTRATION ltJMBERl <DATE> i~Q~E~~RR~ENfJ~JrCCH .. N~D~C.~3fc5i~ri TO THIS PLAN AS DEEMED tECESSARY. 6.CRADED AREAS ARCUID THE PROPERTY OR TRACT PERIMETER. rTAf:Ig~l~T O~R~J~AJJi~MD~.E FACE OF SLOPE EROSION CONTROL NOTES 24.sTABILIZED CONSTRUCTION ENTRANCES MUST BE SET UP PRIOR TO AHY GRADING OR EARTHWORK OPERATION.CONTRACTOR SHALL MAINT A1N PROJECT ENTRANCE OLIUNC CONSTRUCTION. 25.SAW CUTTING WATER RltlOFF1 SAW WTTINC WATER RUNOFF CONTAINS POLLUTANTS THAT MUST BE CONTA!t£D ANO DISPOSED OF PROPERLY, THE CONTRACTOR SHALW PREVENT SAW CUT WATER RUMOFF FROM ENTERIHC CATCH BASINS,MAtliOLES,Atl> STORM DRAltfS. OIRECT WATER INTO A TEMPORARY PIT, AHO DISPOSE OF THE WATER BY VACl.l.IMINC TllE WATER INTO A TRUCK Atl> REMOVING TIE WATER FROM TIE SITE. PLACE DRIP PANS OR ABSORBENT MATERIALS UNDER SAW CIJTTINC EQUIPMENT WHEN NOT IN USE. CLEAN lP SPILLS WITH ABSORBENT MATERIALS RA.TIER THAH BLRYINC.DISPOSE OF ABSORBENT MATERIAL PROPERLY. TIE CONTRACTOR SHALL STORE AND MIX DRY AND WET MATERIALS EITl£R OFF-SITE OR UNOER COVER, AWAY FROM DRAIMACEAREAS. ~~VIW~~Rl~~OF~S;r.:r:L~A\i~rt:t~?~tk'f CONTAltED AREAS AT LEAST 50 FEET AWAY FROM STORM DRAINS, OPEN OITCIES.STREETS,OR STREAMS. PLAN VIEW C/1 ··-i ,:,. r-·· 9·-0· ELEVATION VIEW "'~ """ LEFT END VIEW RIGHT END VIEW NOTES FROM MANUFACTURER 4. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF AU. RISERS, ~i5~Tlr~~·~T~~CECR3~u~ES OTHERWISE. 5. VEGETATION SlPPLIEO ANO INSTAUEO BY OTHERS. ALL UNITS WITH VEGETATION .a.IST HAVE DRIP OR SPRAY IRRIGATION Sll'PLIED AND INSTALLED BY OTlERS. 6. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT. MAtuACTURERS WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. MODULAR WETLANDS GENERAL NOTES 1. MANUF ACTl..RR TO PROVIDE AU MATERIALS lllLESS OTHERWISE NOTED, 1~~tt~~l~~c:~g~~~~fC~~i'tfic~~Air~ITIES DETAIL.HJ EXACT Do.ENSIONs. WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN. MODULAR WETLANDS DATA TREATMENT FLOW1 0.231 CFS OPERA TitfC l£AO: 3.4 FT PRrn<EAl\ENT LOADING RAT~ WETLAND MEDIA LOADING RAT~ 2.0 CPM/SF 1.0 CPM/SF 7.THE CONTRACTOR SHAU BE RESPONSIBLE Atl> SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WIERE IWOUll>ED WATER CREA.TES A HAZAROOUS CONDmON. LARGE AMOUNTS OF CONCRETE OR SIMILAR MATERIAL SHAU BE RECYa..ED AT A LOCAL CONSTRUCTION AND DEMOLITION RECYWtfG COMPANY. FOR LOCATIONS VISIT WWW.CIWMB..CA.COV/RECYCLE/ • MODULAR WETLANDS DETAIL: MWS-L-8-8-C PER MANUFACTURER MODIFIED AS SHOWN ~ ' I 8.AREAS SHALL BE MAINTAINED IN SUCH STATE THAT FIRE ACCESS SHALL BE MAINTA!t£0 AT ALL TIMES CINCLUDINC ACCESS TO NEJClllORINC PROPERTlES). 9.FA!ll.R TO HAVE EROSION CONTROL MEASl..ftS INSTALLED AT TIE REQUIRED Tit.ES Will. RESLL T IN FORFEITURE Of TIE CLEAH-lP AND COMPLETION DEPOSIT. WORK SHALL NOT COHTINUE UNTIL THE DEPOSIT IS REPLEtflSHED. 10.PLANTINC FOR SLOPE PROTECTION SHALL BE ACCOMPLISHED PRIOR TO ROUGH GRADE RELEASE LN.ESS A WAIVER OF THIS REQUIREMENT HAS BEEN OBTADED FROM THE CITY OOINEER/CITT ENCltEER. 1t.ALL LOT PADS SHALL BE DESIGNED TO DRAIN TO AN ACCEPTABLE LOCATION AT A MINIMUM OF 1 PERCENT. 12.BMP DEVICES SHALL BE PROPERLY MAINTAINED IN PLACE UNTIL PRO..ECT COMPLETIONi: TORN GRAVEL BAGS SHALL BE REPLACED. 14.A GUARD SHAU BE POS"TED ON THE SITE Wl£t£VER TllE DEPTH OF WATER IN ANY DEVICE EXCEEDS '18 INCHES. 15.AFTER A RAINSTORM,. ALL SILT AHO DEBRIS SHALL BE REMOVED FROM PUBLIC DfWNS OR PIPES. FROM ORAIMS OR PIPES OF ADJACENT PROPERTIES. Atll FROM ALL PUBLIC AND PRIVATE STREETS. IL 16.SU8SEQUENT RAINY SEASONS. FOR PROJECTS EXTENDltfG INTO SUBSECl.ENT RAINY SEASONS. tEW TEMPORARY DRAINAGE AND EROSION CONTROL PLANS SHALL BE SUBMITTED. THESE PLANS SHALL COtif'LY WITH ALL Tl£ ABOVE IENTIONEO REQUIREMENTS. 17.EROSION Atl) SEDIMENT CONTROL BMPS SHALL BE IN PLACE AHO MAINTAINED OLIUHC THE ErmRE COMSTRUCTION PERIOO. Tl£CONTRACTORSHALLltFORMCONCRETESlPPLIERSANO SlllCONTRACTORSOFTHEOESICNATEDWASHOUTlOCA TIONSAND DISPOSAL SITES FOR CONCRETE Atll MORT Aft PRODUCTS ANO SHALL BE RESPONSIBLE FOR ENSURltfC THAT AU WORKERS USE IT APPROPRIATELY. 27.MINC CONSTRUCTION, COtfTRACTOR .a.IST PROVIDE ADEQUATE TRACK OUT CONTROLS Atll DAILY STREET SWEEPINC.<SWEEP AT END OF EVERY DAY TO PIClt-UP DIRT Atl>/OR DEBRIS.I 28.CONSTRUCTION WATER1 THE CONTRACTOR SHAU REDlK:E OR EUWIMATE EXCESSIVE CONSTRUCTION WATER THAT MAY CAUSE EROSION AHO CARRY POLLUTANTS FROM TIE SITE. IN AOOmON. TIE CONTRACTOR SHALL1 STORE COMSTRUCTION WATER IN LEAK-PROOF TAt«S LOCATED AWAY FROM DRAIMACE SYSTEMS. USE COMSTRUCTION WATER CONSERVATJVn.Y. WHENEVER POSSIBLE, DISPOSE OF EXCESS WATER ON-SJTE. BY ALLOWING IT TO SOAK INTO Tl£ GROltlD. CEllENT WASH WATER MAY BE PllilPED BACK JtfTO COEtfT MIXERS FOR REUSE OR HAUL.£0 OFF SITE AHO DISPOSED Of PROPERLY. AVOID PRIME OR TACK COATING DUUNC WET WEATHER. STORE MATERIALS AWAY FROM DRAINAGE COURSES. COVER CATCH BASINS ANO MAHHOLES WHEN APPi.YiNG SEAL COAT, TACK COAT, SLmRY SEAL, FOG SEAL. ETC. MAKE SURE SANO OR GRAvn. PLACED OVER NEW ASPHALT DOES NOT WASH INTO STORM DRAINS, STREETS. OR CREEKS. ~~~ ':s°PH~1MPRfifEER}Ji~?.,C~~~fu~~~VE POSSIBL.£. 00 NOT DISPOSE OF ASPHALT PRODUCTS INTO WATERWAYS. FOU.OWTllESTORMWATIRPERMITTINCREQUIREMENTSFOR INIUSTRIAL ACTIVITIES IF PAVltfC INVOLVES AN ON-SITE MIXING PL.ANT. STREET INLETS NO SCALE IHI~ NOID!~X~~J™lf' SECTION D-D NO SCALE ~ ~f H~~611A~~~YJ\fil~ 'ifilffTS:·frfV~fJWO ~A~w-~~~ :.~ ~~P::5cfin~:~:Oi:.o".Rh1ioius =~· 2.9' HIGH CUTOFF WALL A.NJ REMOVAL (SC Cle ANO Cle OPENING l«ISCill ~I 11 '-t:1!Pn!k,ll" TYPICAL SECTION SILT FENCE ICASQA SE-1 l NO SCALE D~~ PVCPIPE-SIZE~owt.JEELEVATION NOTED ON PLAN AS SHOWN ON PL.AN ATRIUM INLETS NO SCALE -·-•a""' llllllmmill .......... "'' ~fsw:ANY mc.m.m.cac.:i!P'=':e 8"DIA.PVC "''" GRADING CONSTRUCTION NOTES AND QUANTITIES CD INSTALL 6"PVC DRAIN PIPE AT o.sx 918 LF @ INSTAU. 6~R0Utfl DRAIN CRATE ltl>S 13 OR APPROVED EQUAU ........................ 20 EA @ INSTAU CLEANOUT ......................................................................................... 6 EA @ CONSTRUCT EARTl£N SWALE AT 1.0X MIN. @ CONSTRUCT 4"PCC WALKWAY PER SEPARATE PLAN @ CONSTRUCT SEAT WALL PER SEPARATE PLAN (D INSTAU. MAfftOLE PER SEPARATE LIFT STATION PLAN @ INSTALL MODULAR WETLAND PER DETAll. ON THIS SHEET @ CONtECT 6~PVC DRAIN PIPE TO BACK OF EX. CATCH BASIN @) INSTAU 6~PERFORATEO DRAIN PIPE PER SEPARATE PLAN ® ~1i}ttow'::"~=""~~""~~~""~~""~"~=""~"~~"~~"~""~~"~~ """"""""""""""""""""""""""" 110 LF @ INSTALL 6~SEWER LINE <SDR-351 AT 1.0X MIN. LF @ ~o~~~e ~~~""~"~"~""~~""~""~~""~""~""~~~"~"~~~ """""""""""""""""""""""' 2 EA ® :p1~f'-1Jlf":tJ::-F..~!.~.~~--~~~--~--~-~--~~IF @ ~~"6F~~T~~N°~l'P~~Tt,.~ sRfl!-!JCf-.. ' ... mt ••..•••• '.IDEW ••••••• " .••• ' ..•• ' •.• '" ••••••••.•••••••.••••••••••••.• ,~ SF @ =Vf~~~~Rl~&rQf~~~1WR&:-~~N~IrE CAPISTRANO ST0.301 """"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""". 21 LF EROSION CONTROL CONSTRUCTION NOTES AND QUANTITIES @ TACltlFIER """"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""". 42.605 SF @ SILT FENCE PER DETAIL OH THIS Sl£ET """"""""""""""""""""""""""""""""""""""""""""""""""""". 897 LF @ GRAVEL BAGS PER DETAIL ON TlftS SHEET """"""""""""""""""""""""""""""""""""""""""""""""""""' 66 EA CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS SKATE PARK ~1 "' PRECISE GRADING AND EROSION CONTROL !i: z DETAILS § Q ~ ~ PREPAREOOY: 3601SCOVERY-SUITEHO ~ , •• , ~~~~~~18 ""'""~"·"""1C0"4PANY t DOWNSmE NEXT TO ANY PROPOSED SLT FENCES. ~~·,r,im~ r'l::..~'J:"JW.. ~'Ws.'l'ri> 'tl'm.U:i'"LES ~ ~~ ~ 86~1:15~~SH~L1f~t~~ :~~IATELY ~=~J-~~~~sce~~ '-dir~T~tl>ASCHRONI • ~~ APPROVED MEASURESl.AU ltl.ETS SHOt.LO BE PROTECTED lllTIL MOTOR OIL:CEAR OIL;AtfTIFREffE FLUIO~BRAKE FLUIDS~TC.: t ......... VVN•m ~""'"''"' SHEET ~~ VEGETATION IS AT LEAST BOY. ESTABUS1£D. ~~~UWJ~hCI~T7i~fyLEJ~JLDR~:fiT HAVE DRIP DEK DEK c:;z ~: 1-eoo-4:ZH111 BARRY J.co....... ~ Ol-ECKEDMs CHECkEDDMs g';;-:~EER R.C.E.r.o385 E)(F>.~3 : Exhibit C Enclosure 1 - Page 5~! "' ~~ ;~ ii ~~ H " r1· ._ ~~ ;~ ~· + • t h CONSTRUCTION NOTES If= -~ . ~~ "\7"'~1= ~-L ~-L& -,_ ... ~-•· z----*~ CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PU BUD WCAl<B ~ ~ <D INSTALL ti~PVC CAAIIJ PIPE .u o.s% Mm. ® msr&L 12"PVC ORArn PIPE AT o.s:1. Mm. r111 EMERGErJc~ SKATE PARK ~~ ® INSTALL -6MROUtJD ~rn GRATE. !tJC~ 13 -OR APPROVED rnu.i.u @ OVERfLOJI'. Ill ~ o 10 ~c M z PRECISE GRADING AND EROSION CONTROL ~:& @INSTALL CLEMWT 1 INSTALL fi SEWER wi: (S{)R-Jsiu tor. MHJ. I co PRECISE GRADING PLAN ~~ © CO!JSTRUCT EARTHE:tl S.WALE b.T 1.0A Mltl. @ ~~so~~o~ SEWER CLEANOUT P£R Cln' OF SAIJ JJAN CAPISTRANO GRAPHIC SCALE 1''::: 10' ~ il ® cot.J'STRUCT ~-ptC w.1.u;wA~ PER SEPARATE PlAIJ @ lrl~TALL 1'/2°111.1.TER SER'.ltC[ Pm cm OF SAIJ JJAN ·:==.:•r--~. -:'..:J.• -==:.~Mii MH41 8 fl! t;w-"'w.r. ---.=-11--11=="·"·~==c..~=~;;;;-----.-----,.:;;,.~:::.:-, -j !.!, @ C0!'<'5TRUCT SEAT WALL PEA SEPARATE PLAN CAPISTR.-.tl.0 STD.'IH ... ,.. .. -:::-...~. --~ ~ ~ ~u111 :JI'! 0 ""'ll MAIMCIL[ "' "'""" llfT smiotl FUJI @ ~W,"~'tW~.l"'J~MLl'fs%PLt,'f •ITH SIOEl!l!""' w ce.www.m.ca=.ZS:i;;; t~.l.AA~ .i<Xl~_llj~l ... i... .. , ...... , ,._ ~ .:: ® JN:STALL MOO.J..AR \llETLNID P£R DETAIL 01~ 51-1:£T 2 ® REMOVE o:rsrn..iG DRJVE'll'A~ DEPRESSED CURB AIJD RE:SHIRE • (# ~ ;~ cc.rm.m.c11c.c.a.E ji;;; ® cot.'tlEcT b"P\lt DRh.[N PIP£ ro BAC~ Of EX.cATCW BASIN WITH Tl'f£ 't:MCURB Ar«:J GUTTER PER cnv OF s.-.N JJAN •'"" .. DIWllNw.D.EK I ~D.EK I [ SHEET .. -ti':; CAPISTRAN{) STD.::.01 m ~;:~ @ ltlSTALL t;MPEFlFORATED DRAIN f>i:PE. f>ER SEPARATE. PLMj .. ~!. CIVL /#; ~--1__ O' ~$.; t-&:iH22-li33 BARRYJ.cowAN ~ "('!¥'" c~ ~ DMB DMB lg~ R.C.Leo. Dll'.::W.1 ai I Exhibit C Enclosure 1 - Page 6~! ,, 2• "! ;~ •i i• •' ,, H " r1· ._ SEWER NOTES 1.ALL ¥1-0RK ~OlirJ ()tl THE.5£ PL.U~S SHALL BE m ACCORDAl~CE WITH CITY OF SAN JUAN CAPlSTRAl~O SPED:AL PROYtSXJ'IS FOR TIE CONSTRL.ICTIOrJ DF S.NHTARY SEWERS. 2.ALL llff. SHALL cor~FORM TO Tt£ SlATE corl5TRIX:T!ON 'iAFEH'C)ROERS. J.ALL IMK SHALL COIJFMM TO THE CHY OF :WI ..lJAN CAPISRAIJO LAND USE N...r~GEMWT CODE. ~.rm CRADJtK;, IF N'Pl!CAl!.LE, SHALL COMMEl..tE WITIOJT OBTA:r1rnc A GRADING PERIJIT AIJC NOTIFYlNG THE GRACING JlSF'£CTOR. 5.Tt£ COl'HRA~T'JR SHALL mrn.rn .-JJ EIJCAOACl-M:l./T PERMIT FROM THE. C:ITl' OF s.1.r• JUAfl CAPISTRAr•o PIH._!C 111\IRK'> Dl\llS.[OIJ Mlotl TO COMl.IEIJt!HC EXCA\IATION l'J /!JN ?UBLH.': RJ1jj.1T-OF-'ll'AY. 6. THE COOTRACTOR SHALL NOTH THE cm UTILITIES ~~i~0~1fsK~~'tJrH1l'1sr~~~1[1~~1Ar~11J~JE~~~si:bt?oN. 1.PAl'IIJG PER THE.SC PLNIS SttALL ~OT COMMEUCE ltlTIL All UNOERCAOOtlD \ll<JRK. If ANY, JS COMPLETE. All UTlJTY SEIW!Cf cor•tECTlotlS Sl'ALL 8IE EXTHlDED BE.l'O'D THE ROAOl'.U Rl'Cl1T-OF-W/J.V. 16.PA\ltMElff \IMCH OOfS IJOl Xll:N OTIER P.li\IEMEIJT OR OOILT lf' AGAHJST CONCRETE C~BS OR CUTTERS SHAlL HA\1£ A 2-Il-ICH ~ ~-It~~ REOWOOO HEAOER LEH rn PLACE. 17.0(\IE:LOP£R/CONTRACTOR SHALL BE RESF'ONS.!BLE FOR ALL SOI. .I.ND ht.liTERIALS TESTS. loll.IT SHALL E!E. THE COOTRACTOR'S RESPQtl'il81Lln' TCl ~TECT ALL TRAFFIC SICUS 'llHfHE APPUCJ.l!ILE. 1"9.STAT!ONl"K; Rff"ERS TO mffE.FM.JNE OF CONDUITS U~lLE.SS OTHERWIS£ IJOTED. STREET 5UT!Of..UIG IS IN JUI.JCS. s. ~~ ;~ ii ~~rk~ ~~li~!~~1A1~~T~~Gt6rn.~~~Cc.f11-:l7t1Gsl:1L BE ~~ ~~1~ifGP%SI~~~Fsy.1.r'fSFl'R1fill1~:Af:Rc1W ~1'&~iR.5A!o SEWER NOTES 25'.~Hl STAGY'K; OF cor~mu::notl EQLJIPlilENT SHALL BE PERMITTED ltl THE RIGHT-OF-IUY. ~O.A TIWflC CO!'HRDI. PlAIJ SHALL BE REQUIRED FOR ALL LAl~E. CLOSURES. 5A[O PLAN SHALL BE '5LS~ITTED FOA RE'([EW Arm APPl~PJJL BY THE CITY rnc;ltlEER PRIOR TO IS~rlCE a'" AU HICRCACHMEUT PERllllT Fefl ill<RK rn TH£ RIGHT-OF-'tl'Ar. ',, (O}, ~~tf0~1W1a~,;iut1E~~Nic~~Nzig. &.itL ef" I~~:~g ~~a MAmTAmED BY tONTRACTOR OlfUNG ENT!Rf CON5TRLCT!ON PERIOO. £RY'IG TEil 35.PER CITY C<JUNCl. POLICY 6<J1. P.N .liRCHAECX..CXi[CAL MlimrnR ['5. RECUIREO TCl IE Otl S.!TE OIJRltlG ALL E~C.li\IATIOIJ Ul!LITIES. OIVISXlt~ 'tl'HEIJ MOf..UORJt,ti; RtOUIREMENTS Of THIS PRO.ECT AAE CONPLETL Jill COSTS SHALL BE BORNE BY PERMITTEE. 36.PER CITY CTlUICIL POLX:Y ~O!'.i, l~IGHT TIME: COfl'STRU:T!ON liOR!( \llILL BE REQ(J[Rf.O OIJ HE/J.VILV TR.l.VELED STRErn; mJ ~lON-RBIDHITl.liL ~E!GHBMl-OOOSl. REFER TO Pd!CV FC'JR MFECTEDSTREETS. H.'WHERE. t;ROUtlO WATER IS ENCOUtffEREO DURl~lG TREl~CHltlC ANO/OR D:CAIJ.Hlctl.A Mll'IIIAUM OF 1FOOT Of N0.2 ROCK SHALLBEPl.lii:EDB£1UTHANY P[P[TO THESATISfACTJal Of THE VTl.JTIUi Er~rnEER. ~e.u~C:RESS .litlO EGR£:SS TO O:!STll~C ESTABLJSH,jE!HS 'SHALL 8E KfPT OPEt1 TO n£ S/J.TISHCTIOIJ CF THE. CJTY EH~IIEER. 3!Ul0 WORK SHALL BE DOtlE OfJ P.l>JACENT PROPERTIES OR AllJM:EIJT OWNER'S lMPROVEl.£tffS WITHOOT OOTAltlit~G l'RITTEN PERMISSiotJ FROM THE awr~ER {1;' THE ADJACENT PROPERTIES. .o.!ID SUBMJT111£ Ji NOT.liRIZED COPY THEREOF lC ThE CJTY UTILITIES EIJGUJEfR!NC OI\/JSIOf~ 2.lHE Cln''S WATER COflSTRU:TIDI~ INS.f'ECTDR llmE S~ITHl $11.lill & ClrLLED F~ lNSPECTIOi'I nro llMK!NG CAYS &FORE STAAT OF \llORK AT ~949) 4&1-4~11. 3~ f'RECOOSTRLICTIOl'l COOFEREl.JCE OF REPRESUHTIVE5 FROM AFFECfEO AGEl~CIES .litlD THE COtffRACTDR SHALL BC HELO Otl TH[ .X>B SITE 24 fO.JRS PR!~ TD ST ART OF WOR~. 1.11£ WATER S~STEM r.i TO Bf l'1STALLED AFTER Clftl At{) ~T~E~lmMfj/~i:i-:r5~fA1~lNc~~ t:r-1itf~1~ Asu:ovftiw~Y. S~t~Y WATER s.ERVJCf FOLJIJC TC BE wtTH!N A [)RIVE.WAV OR SDEIUAL~ SHALL BE REMOVED COMF'LETEU J.tlD RErnSTJ.LLEO U THEF'ROPERLDCATIOl'l,ATr.JOCOSTTOTHE.CITY. £,.ALL Ni.JN Lil.£ VALIJ£S SHALL BE MAINTAINED 50 AS TO & ACCESSIBLE IJ.Rrn'G TRACT OEVELOPMHIT.AHD ALL VALVE STEM TOPS HAVJj<.; OVER 'te [l~Ctt:S OF COVER lll.L ~QUIRE AN EnEl.JS.IOl'l AS PER CflAllHilG 'W-9. l.11£ CLEAAA~~ES FROO TIE TDP OF THt PIP£ AIJD 11£ Flt~r.il-£0 STREET SURFACE SH.I.LL HAVE A ljitlt.!l.IM AS FOLLOWS lJIHSS OTt'fR'llI5E tJOTEO OIJ Tl-£ APPROVED PlANS1 ALL WATER MAY'JS GREATER THAil 16 rnou; SHALL Bf OECIOCD 00 A C>.SE BY CASE BASIS.PIPE SHALL BE BEOOEO Nil BAcrFILLED PER CITY STAl'DARO l'-B. ULL FIR£ lfl'DRAIH5 SHALL B[ sn 'WtTH THt BOTTOM FLAIJGE 1 Jf.ot:S ABCVE HIE COf-K:~TE PAD Clff SDEllAL~. 'I.ALL 'tl'ATER lil.li!IJ$ 4" THRCIUCH ti'MSHALL E!E PRESSURE CL.LS.S 305, PVC IC900-0ll P.tll FDR 14".l.tll L.liR<lER SHAlL Bt DR 1e,?Vc (C905-aTI LIHSSOTrfR'llISEtJOTEO. 11.METEAS Atm l'ATER SHALL SE LOCATED rn SDE\11.lil.~ Pf:R CITY 'tl'ATER S.TAtllARO SPECIF!CATJO"IS Ar..io STAND.I.RO NOS. 11-1 P.tllll-2. 1:3.CLF.BS s.H.l.LL BE HJSCRIBED llITH A '\li~HIDICATrnc LOCATICY'IS OF ALL DOMESTIC WAT~ 5£R\IICES .o.!ID 'RrH.UCCATJJG LCCATIOl~S OF NON-POTASLE/AECYCLEC WATER SERVICES. 14.Jtlll\HDUAL PRES.SLRE RE.GU._ATOR:S 'tl'!LL BE REWRE.0 8Y THE Pll.MYIJG cca::s OF THt c:m' HA\IIIJB ~ISOICTIOIJ IF ST.I.TX: PRfSSURE AEACIED ao PSI OR MCRE. 1fi • .litlV cm \!ATER USED SHALL BE t.!fTEFf:D WITH A COtJSl'RUCTJ0"1 METEROBHIIJEO FROM l'rf cm.THE LISE OF JUt.f'ERS IS NOT ALLOWED. ~ETERS MUST BE IUSTALLEO PRJOO TO OCCLPANCY OF A D'iiELLl'IG. t7.AI~ ENCROACHMEIH PER~IT FR\lN Tit cm HAVING JURISOJCT!Df~ IS REQLJIRED PRIOR TO ANY WOR;; \llITHm PUBLIC Rll'.:HT-f1l'-l'AY OR EASEMENT. ,, ME.ANS tlECE!lSAR~ TO PROTECT THOSE UTILITY LllJES SHClU P.tll ~IOT :SHOWN OIJ 11£SE PLAll~. 19.All BELOW \;RADE. sex.rs AIJO ~lJTS SHALL BE STAINLESS. STEEL ''16 'WITH FLUOROPDLYMER ffRlF'AC 2000 OR E.DU.41.. 2'\.0IU a>.c;:FLOW PRE.VENT!ON ASSEMllJES m Trf Af'PRO\IEO UST Of LJSC FOUl.tl'.JATIOfJ FOR COOSS-CDl-lf'ECT!ON CDfHROl l'ILLIE.liCCEPTABl.E. CONSTRUCTION NOTES (j) ltlSTALL 6~Pvc DRAm PIPE AT 0.5:1 MJN. @ Y'ISTALL tiMROUND DRAIN GRATE. ~NOS \J \IA APPROVED E.OUAU @ ll'ISTALL CLEANOOT @) COf-!STRUCT EAATltN 5\llALE. AT \.Oi! NIN. @ COl'JSTRUCT 4MPCC 1141.Xll'A'f' PER SEPAAJ.TE PlAtJ @ cotJSTRLJCT SHT WALL PER SEPARATE PLA~ 0 ltlSTALL MAr~Ol[ PER SEPARATE LIFT ~HTIOIJ PLAN @ ltlSTALL MOCO.AR \llETLNll Pf:R DETAIL DIJ SHEET 2 ® caJTIECT 6"P\'C DRAIN PIPE TO BAC~ Of D:. CATCtt BASIN @ ll'ISTAll £MPEFf'DRATED DRAl~J P{P[ PER SEPARATE. PlNJ \__ @ l'ISTALL 12-PIJC ORAIIJ P!Pf: AT 0.5/. Ml:tl. FDR EIERGEl~C~ DvrnFLO"ll @ lfl'STALL 6-SE'WER Lml£ (S!}R-:JSJ AT \.OX Mil~. @l'ISTALLSEWERCLENWT PERClTY CESAl~.AJ.litlCAPl'STRAr.JO S.TC. 808 @ ~i"'P1~~A·:st:tJ.E:_eSER\l!CE. PER cm a'" SAi~ ..I.JAN (@ REMOVE. O:ISm.IC DRlVE'tl'A~ Nll REPLACE 'WITH SIOE'tALK PER cm or SAi~ JJAN CAPISTR/J.l.JO ST0.331 @ REMOVE. 0:1srn.c DRJVE'tl'A~ rEPRES.SEO CURE! AIJO RESTORE \llITH l'VP£ "t~ ~~B /J.tll GUTT[R PtR CITY OF SA~J JUAH CAPISTWIOST0.3<J1 -.,.. '~ FHIC[ P£R 5fPAAAT£\ PLAI~ SET \ ' ~,. "' / ~'ltJ ·~1 ' E.-sewER L.LTER.AL PEllSEPAAArEPLANSET I I ..,., I I J 11 .l ~ .~ 11 ! . I· ~~If .~ I• M ~ . if( ..J l!I ·'*!ii ,.:-E)(R/'lli ,, I .1 SEE SHEET 3 + z---*~ CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PU BUD WCAl<B 9~ i~:.~"Jt1\,.,ifil:CfmSIJ~~~ ~~[~IP~f~Yr~~r~~~~~~ AcruAL SKATE PARK ~~ COHST~TED PH LOCATION5 .litlll HCUSC LATERAL LOCAT!Off.i. Ill ~ o 10 ~c xi zl PRECISE GRADING AND EROSION CONTROL n ~~-A[L~~:r~titllf~~Scftt~-}ij};Jx:~1~PTH111Jtcfi~t~TH~jf, GRAPHIC SCALE 1'': 10' g PRECISE GRADING PLAN ~~ ~lrtTigJKg°tri?~~~ir~7~.s.rn:t1R~~ClF}CJ.Tlot:i FOR --~ .... r ... T .... :f• ~:-w MH41 ~ w. ~·~-an:Ji2"MI ~_,,,,,., ~.!, 21.PRI~ TO ACT:EPTAIJCE Cf" TIE SEWER FACTUTY BV THE =-:.-:::--..":"~ ----mwlf.CAUlll k CJTY. Trf SEWER LrnE SHALL BE I/IDEC TAPED BY THE Call ,......, -'• ··· ~ jh ~~~~~~:i,~jJ~t1~f~T~~ tni'J\~~~u~~~LsJffc6M£ '® ce.ca.m.cc=.:u-'fi!!.~ ... u .. , .... ,,,E jf TIE PROPERTY a'" THE ctTY UTILITIES CCVl!llOO. I cc.rm.m.£11&.Q.\Q. ~1~ ~e.cotJTAACTffi ~.I.LL PRO\IIDE A CLEAR LtlOOSTRUCTEC DIWllNDEK DEK liH!Er jt~ ~~~VE~TR~l~ST~It·'iii~~~~c111?u%~:i:~·cfl:.1i~0Lll~~ i-&iH°i2-1133 --ri ~o ~-WW blMt O' ,..;::;,; BARRY J.CO'tl'AU DATE. :I MB DMB aTVl!NCINll'I R.C.l.eoMI Bii'.--QI Exhibit C Enclosure 1 - Page 7~! ~~ "! ;~ •i i• •' ,, H " r1· ._ ~~ ;~ ~· • t h ~,.,. v ~~~~~~~~~~~~~~~~~~YI~~~~~~~~ "' \ J 4'l' z__.~ CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PU BUD WCAl<B ~ ~ SKATE PARK ~; ~ • 0 ~ ~ ~ I' .. PRECISE GRADING AND EROSION CONTROL ~1 (il>APl<IC SCALE ··~ 20' ~ EROSION CONTROL PLAN ~~ ·~:••••:.-::..:!• ·==:"'N •-••• I!! w. -"~-~~ •-m•• ~.!, "",.. .. -:::-...~. --~ mwlf.CAUlll it CONSTRUCTION NOTES CaLL ce.www.m.ca=_ZS:i;;; .._,,,,, u ~~~ c:::::::J @ T~CKIFl[R mn cc.rm.m.c11c.11l:7E':E II~ ________..... ® SLT FBJC£ PER OET.1.1_ (IN SIE[T :2 ~ DIWllNDEK DEK liH!Er ": L~ == @ GRAvrL BAGS PER OEH.L Cl'~ Sf!EE.T 2 .. ~----. O' ~$.; i-&lH22-liS3 BARRYJ.CO'll'AN ~ ~ DMB DMB g~ R.C.LeoMI Bii'.:... QI Exhibit C Enclosure 1 - Page 8! .~ ~ ~ ~! ~~ H ~~ u ~~ ;~ ~· • t h ,, ,, ~~ n GENERAL NOlES 1,Tl-ECITYOf N-GE ro .. mY MErlT 2.Af_L WORK SHALL CONFMM TO Tl£ STlo.T[ CDtmRUcT!ON SAFfTY OR!JERS. 3.ALL WORK SHALL CONFORM HJ THE. CHY OF SAN JUAN CAPlSTRAr.JO LAND USE MANAGEMEtlT CODE. 4.110 GRAOl~ 5.HALL COMMENCE \llITttOJT oor.-.mnJG A GRADING PERNJT NID r.-:JT!FYING THE ~[){NG INSPECTOR. S.THE CONTRACTOR SHALL IJOT:FY THE CITY EIJGIIEERHJC ItlSP£CTOR AT ~9l 44Hi354 .i.T LEAST :Z4 H~S PR1:0R TO STARHlG MN CONSTRUCTiotJ. (,.PAIJltlG f"ER THESE PL.I.I-IS SHALL ~XlT COMMENCE urnL ALL ~~m~~~ =~ ~Af~tiii8~CE~lr~"'~ijlu~~ZA~ERVICE RlbHT-Of-WAY. &.[N Tit: EVEHT THAT D:ISTir-K; TRAFFIC STRJPH.xi AND NARl-:rni.;s ME Oil.ITERATED B'!' ClltlSTRUCTION. [T SHALL BE. THE RESPQl.JSlll,[LIT'I' l'.lF TIE COtlTRACTOR Ta REPLJ.CE Sl!Cl :STRPrn<:. fifG)f~~~YJ~ig:f~1~6fi~1.1Yrl~~8~~~~ ~Tc~l -T~2 crrriDt:s. '0 . .1.LLRECU..ATDR)' SJQIS SHALL BE PLACED wm 24 HO~S AFT~ MB R£HRIS HAVE BErn CIYlSTRUCT[D m THE LOCATIOl'./S SHOWN OIJ nt:SE PlAl.fi. 12.PAIJ(N[lff 111\UC~ DOES tHlT JO[I~ OTIER PAVEMEtH OR !lll.T UP AGA!rJST CONCRE.lE CURBS ffi GUTTERS SHALL HAVE A Z-{NCH X 6-IIJCHREDl!IOOD lt:A!>ER LEFT mPLACE. U.THE FINAL STRU,;Tl~AL SE!:HONS. CF .ALL Pl.fill-!; STREETS :S~Al..L Bl. Llt:TERl!ItEO 9)' :SOL TESTS SIBMITT[D TO TIE m'l' OF SAM JU.l.t~ CAPISTRANO Fffi APl'ROVAl, AFTER COM?lETJD'l OF ROOCiHGAA!JING. 14.STATIOtlit,ti; RU"E~S Tl'.l WITE~ll'IE CF STRE.ETS LJ'LE.SS OTHERWISl IJOTED. GENERAL NOTES 20.lifiE:RE GRClUlD 'tl'AT£R l!5 EtlCClUNTERED ~:rlC TRHJCliH.tG Al.ti/OR E~C,1,\1,l,TIOIJ, A ~HHMUN CF 1 FOOT Cf IJO. ~ RDc:K SHALL BE PLACED BEIUTH »1Y PfPE TO THE: SAr!SfACTIOt~ CF THE cm EtJGH.,ffR. 2{,.COfo'TRACTOASHAL..Lf"R<l\ll!)[ACLEARUtlOB5T~TED WAL..la!A\I FOR PEOCSTRIAtlS r.-.sr liORK AREAlSl. AT tiO TIME SHALL PEDESTRIANS BE DIRECTED mo A VEH:Cl.lAR LANE. ~~~nlHC1t~ T~ ~?~~l-~-~I~I. EOUIPMEHT SHALL BE 2&.AlL SIDEWALK. Cl.RS .I.ND GUTTER, A/-l) ORJVEWA~ Af>PROJ.CHES, WITHIIJ Tt£ CJH'S RIG/IT-OF-UY, SHALL BE CDtlSTRLJCTEC l'.llJEA f.~Mil~CMUM CLASS. II AGGREGATE BASE il/4~ MA):IMLJ.I AGGREGATE SJZElDR CMB.PER CITY ST.I.ND.I.RD PlAI.[;. H.EROSXlfl A/.C SEOll.IEHT c:D!JTllOL SHAlL BE PURSUArlT Tl'.l &:ST M.liW1cEMEtJT PR.l\'.:TICES Al'Xl SHALL ~E llJSTALLrn ·~JQ MAIIHAfflED B'!' CO~ITRACTOR i:urnH; EliTIRf: COltsTRU:T!ON f"ERlOO. ~5.PER CITY CDUtlCIL POLX:Y 505. t~CQIT TIME CO"lSTRl..ClIOI~ WORK 'MLL BE ff::OU:REC 00 HEAVl.¥ TRA\IELEO STREETS (Jl rJOO-RES[DENTIAl l.f:lbHBOIHXX>S~ REFER TO POLX:Y HIR AFF[CTED STREETS. ~Ei.HAPROVfMftlT J.ND/OR CctlSTRU;:TIOI~ DF BIKE TRAILS SHALL & PER mY ST A/'XlAALl ~10. 34!i. TOPOGRAPHY SOURCE CCMP!LEC Bl'1 RICX Er~Grn££Rmc DATE:MARCUt9,2021 DEVELOPER ~JtlDLII£ 4ii'!!l14TllAV'ESW SEAT1LE., WA 'Jle',<Mi CO!'JTACT:MICAH SllAP{RO P\IONE:2W-9l2-E.4\4 EMAIL:Ml:CAHtl>Rlrll:X....lfE.CCN ~%~fr.1.i~~T~Ji71~~1L s~~t1~oi~1t~~l1~~/~3~1~~fi.;t!fW :tl ENGINEER ACCORCAt~CE WITH THE. STATE OF CALIFOR!..U ClEP.IRTMEl'IT CF TRAtlS.P<lRTATictJ'MAl.ruALOfTRAFF!CCOtlTRCX...SFCR COtl5T~CTlotl .I.ND h!AIIHHWJCT \llORK ZO!'£S#. ,7.Ttt:CIT'T'SHALLBERE5PONSB...EF~AlLS{)ILAt() MATERIALS TE:'>TS.. TIE CCNTRACTDR IS REsPctfSIE!LE FCR TIE COST OF AlN ~ATERIAL RHE~m&. 11.ALL FORM5 SllALL BE HJSPECTED Alll M'PROVEO PRIOR TO THE POORmG C1! COtlCRETE TO ASSUFE PROPER Sl<PE Al'() ACCESSTl'.le.LIILOINGS. ts.HI-GRESS AIJJ EGR:::SS HI EXJSTrn-G (ST "8....!SllNEl'lTS SHALL BE '1:PT OPEN TO Ttt: SllTISfACHOfl l:f" THE CHY ErKiltlEER. 21-REPORTS OF Cr:Nf'A.c:T!Ctl 'llITllm THE TRA\fEJ...E.Cl 'f/AY CF ALL STREETS SHALL BE SOOMmrn TO, AtJO APPR0\1£0 B'l' lHE cm EtJGHJfER, PRIOR TO PLACHJG .litlY JNPR0\1£Mf1'1TS. Z2.AtlY TRENCH ClJTS ncEEOHl-G 5'HJ OEPTH SHALL REQ[J[RE A PERMIT FROO TIE CALIFORNIA STATE OCPARTMEIH OF ItOJSTRIAL SAFHY. Z~.IT 5HAlL fl: Tl-E COOlAACTOR'S AESl'Ol~5IBILITI" TCl PROTECT ALL TRAFFIC S.1~"5 Jl'HERE APPL}l;ABl...E. SHEET INDEX Sl'f:ET m,i, " CT " rlESCRIPT!Cltl T!Tl.fSHU:T ~IJTE~ UTILITY f'LAI~ COM ~~ r··· ··-·· ··'!.!)· ~; =-~ c--;-ct ~!~ ®" F• ~-g; j}~ 1-lllll422-41:l.'! UTILITY CONTACT LIST ATILT n~---1i11-'3\Z9 cax CONMlJ'HCAT!CltlS. 949-5£.~-&BG1 SAriOIECOGASL(L[CTRIC 949-&18-"4121 SC:UTHERt~ CAL!FORNl,1, G,1,S COMP.I.NY 714-3&5-3371 CITY OF SAN JUAt~ CAPISTRAl~O -PUil.iC WOAKS-H9-.+~~-~305 UTILITY PLAN FOR: APN 121-190-57 SAN JUAN CAPISTRANO SKATE PARK \ ' " ··~ -------1./ -!/'--I/ \ j_ L 'J I . . ~-~ ' ·~ ~.ALL Fl.L MATERIAL SH.ILL Bl. COMPACTfD TO A Mffll~LJM C1! 90Y. OF THE MAXIMLJhl ORY ornsm AS DETERMl~El B'l' TIE r.IDST RECENT VERSIOt~ OF A.S.T.M. 0-1551 OR Atl APPROVED AlTER"~ATIV[ STAt,j[JARO. 3. AT nE COl\iPl...ETlctl OF TIE GRADJ~ OPERATIOIJ!i FDR THE EARTHWORK SHOWN ON THIS PL.I.I~. All AS-GRADED smLS REPORT. OR !F REOUIREO .... N ,1,S-GRAOEO GE.OlECHNICAL REPORT 1111.L BE. PREPARED. THE FINAL "AS-GR/ilJED.GEOTEGHl~ICAL REPORT WILL BE SUBMITTED TO Ttt: CITY. THE FitlJ.L REPCRT 1.11.JS,l ALSl'.l SE REllIE'll'EO Al~D SICtlEO 8'1' A C:ALIFml'llJ. CERTIF!EC ENCil~E.ER[NC CE0LOCIS1 5, Tlt:Sf. GAADH~ PLAl~S HA'i'E BEEN RE.\'IE)llED BY Tit: UNDERSl-CNEC Nil FOUl~D TO BE m CotlFDRl.IANC:E. lllTH TIE RECOMl.IHlllATIOi"ilS AtlD SPECIFICATlotlS C:DtlTAH.JEO l'l THE REHREIICEC GEOT(Of.(CJ.L R:E:PORTt!'JPREPAREO FOR n1s PRO.IcT. Cl.I.VD W_ SK£LLl' ROBfRT G_ CRl:S MAN GfOSOl..5. rfC. 11!1451 Cl'.lli.JER AVENUE, SUITE A lAK[ fLSINORE, CA ~2.531.'.l BENCHMARK COUNTY \IERT10ALOQNmOL. BM•31.l.r8-G1 "47&57 R.C.f. 1ilJ"4 C£G BA8l8 OF IENW\lla "'" BEARINGS SHCJW'lil HEREON ARE BASED ON TitE BEN'WlilCi BETWEEN GRAPl11C SCALE 1"::: 30' STANDARD SPECIFICATIONS: l.CITY Dr SAN .l.IAI~ CAPISfRANO STAIJOARO SP£CIFICATIOl~5 2.STANDARD SPt:GIFICAT!ONS FOR PUBLIC w~s COHSTRUCTIOO u:REEtlB{]nKJ,2021 Ea1Tmr~ l.CAL:FORtHA DfPAATi.HIT Cf TRAIJ!>PMTAT!otl NAl.Ulol CF Ut~IFCRM TRAFFIC CctlTROL DE\'ICES, 2<l14 EDITION Rf:\'I~IotJ ~ ~.CALJFORNIA OEPARTMEHT l'.lF TRAl~SPORTATICll U.S CUSTOMARY ST Ar'XlARD SPECIHC.I. T!ctlS. 2018 rnrnor~ STANDARD DRAWINGS: I. CITY OF 5A~J ,KUH CAPt:STRAtJO SHtXlAAD [!RA'lllNGS 2.CWffr OF OAA/'U STAtrnARD Dff.liiilJ'l<i;S ~JEiJOWAt~ LEGEND PROPOSED IMPROVEMENTS ITEM Jl'ALKllJIAY ~ C23 :SEWER U1TERAL -----------'111.TER SER\fl:E -'r-~EWER ClEAllC:UT Q F'AfHYIJ\AflT 0 WATER METER )llG) STl~H RE~TMATIOtJ i\l\Tl1 O~AV ~ EXISTING IMPROVEMENTS !I!OM SYMBOL ~TaEv ~t!ll CIYITOURS -6tl ~fli1T:~->i .. ~v=========== EASEMENT------------PCWER ~E. -+-OVERIUDQ.[CTRC..L M"· -. !.EWER _<; JATER II' IRRIGliTl!Yl IRr'l-----TELEPtll'.ltolE T Fet:R OPTIC-----------:S.l(R\j DRAtl Plf'£----------FEllCE -----+---BLJSH <J"---~ ft ll'ALK\llAY ~ CATCH BASIN WITH MAIH:LE ~ ORIVE'fl'A'l' -------------" 1 " AGGRlGATt.BASl ~m " ASP~Al.. T Cot.-::RET( OS " BEGm CURVE " ""' 'WATEROU,1,LITYC:UTLET "' ""' E!CTTCM >l POitll Of ltlWl:SECTiotJ " BOTTON STEP ~p .. BAC~WATER \IAL\1£ l'!lB '" CURB a GUTTER I'll[ ~· CAST-ltH'lAGE PT CL CEtllERlrnE c [)![[I.I. DI.I.METER "' !J' DEEPfllED FOOTrn-G !JO g~~~r;& GM~jffEMEIH ARE.A RGFC ""' "" Cl.JALl'ASTE\IALVE RoP "'' ORA\UIJO EC EtJO ClR\1£ " ELE\' ELEVATION IVW EX/EXIST EXCSTltlG s " Fl'HSH FLOOR SC fl FLOWLil.t: "" rs F:rHSH SlRFA'CE SHT " f1H5H !;RAD[ m " <:RADEB.REAK "' GFF uARAGl.FIIJISHFRa'IT '" "' <lARAGl.FIIJISHRfAR TC H HEIGHT TO HORJZ HORIZOi'HAl TR HP H~POl'IT TS !£ IIMRT 8 .. .l.V.1.T!OIJ " l lUl;TH m lf L:tlEAflFEfT ~RT YEL<ICITY LP LOW PCXNT ~RT!CAL MJ.IN MAJtlTEIJMK:E • wmH "' NAX!MUM " WATER SLM.I.CE "" NAlllOL..E '" WATER MHl NINIMUM xrnc CROSS!!~(; "' tlJMBER '" YEAR ASSESSORS PARCEL NUMBER 'IZ1-1':1Ch'!il lf".f)/.f) #: CITY ID#: UD XX-OOXX CITY OF SAN JUAN CAPISTRANO DEPARTMENT a= llTlUTES SKATE PARK WATER AND SEWER UTILITY PLAN TITl.ESHEET IELEVATlON 108.714(NAVD81) ~1-005 HOFIZONTAL CONTROL CTATION -n .,..., .... ,....,0P8STA11CN754I I R~~~Ns r-·~ .. M~-~H ''~" BEINaNORTH1~EA8'TPER i:;;yKMU DEK =:.,~1 .. RECOPC>50NFl..E .. THEOFF1CEOFn-E ~.,., .... oRANo•cooNTYsulNEVOR. DMB ca;.m.m.ci:&.,a;e;E DEK NO.~~I DMB ~~,.,_ M.!.IOMI EXP.=--1==~elCNCTOR f\.C.1..18111'1 Bii'.=.. liHEEr .. " .. Exhibit C Enclosure 1 - Page 9SEWER NOTES SEWER NOTES WATER NOTES WATER NOTES UTILITY CONSTRUCTION NOTES AND QUANTmES i;,~~L c~~~" o~HrnJ ~LJA1TH~~1:ftmo s~~b!C ~~oefs'Ii~RAn~ THE COllSTRUCTION OF SAlllT ARY SEWERS. ~~·AMuffWJf T~#,~~0i1r5 cii~~5iM~f1c~111~pT,wWc.f,i~/~i~T~A/IE, THE LATEST EDITIOfl OF THE STAllDARO SPEOIFICATIOflS FOR PUBLICWOAKSCOflSTAUCTIOll,'llREEflBOOK". 1.THE WATER SYSTrn IS TO BE JrlSTALLED BY THE APPLICAIH. ALL WATER SYSTEM WORK SHALL CONFDR" TO THE cm·s 'STAflDAl<!l SPEC!FICATI011S FOR lHE C011STRUCTlctl OF DOMESTIC WATER Al1D flOfl-DO"ESTIC WATER IRRIGATIOfl FACILITIES."AS LAST REVISED A>JD CITY'S "Ul11GIPAL CODES. o '"""L' ""OKFLOW PREVEllTION ASSEMBLIES O>l THE APPROVED LIST OF use FOUNDATION FDR CROSS-CO>lrlECTIOl1 COllTROL WILL BE ACCEPTABLE. Q) 111STALL 6'SEWER LillE ISDR-J51AT 1.0~ Mlfl. 117 LF ~l,t-ELT:ooR:Df~t_LL CONFORM TO THE STATE COllSTRUCTIO>J 3.ALL WOR~ SHALL CONFORM TO THE CIH OF SAl1 JUAN CAPISRAl10 LA>JD USE MAl1AGEMENT CODE. ci~~AI;1~11~1~\~Ag,;:;,u~::~~-I s:,~~LNci~~~i:~ET~iT~~~~1110 IllSPECTOR. 27.PRIOR 10 ACCEPlAllCE OF THE >EWER FACILITY BY THE (:[TY. THE SEWER LINE SHALL BE VlDEO TAPED B< THE DEVELOPER.rn THE PRESENCE OF A cm UTILITIES STAFF REPRESEllTATIVUil1SPECTOR. THE VIDEO TAPE SHALL BECO"E THE PROPERTY OF THE GITY UTILITIES DIVISIO>J. 2".COllTRACTOR SHALL PROVIDE A CLEAR ur108STRUCTED WALKWAY FOR PEDESTRIAllS PAST WORK AREAISI. AT flO TIME SHALL PEDESTRIA>JS BE DIRECTED l>JTO A VEHICULAR LAflE. 19.110 STAGil1G OF CO>JSTRUCTIOll EOU[PM"JT SHALL eE PERMITTED Ill THE RIGHT-OF-WAY. 2.THE cm·s tATER (:DllSTRUCTIO>I JrlSPECTOR '"IKE SM[TH) SHILL BE CALLED FOR frlSPECTI011 TWO WORKING DA1S BEFORE START OF ~ORK AT 19491481-4J11. 3.A PRECOl1STRULTJorl cm1FER"1LE OF REPRESEIHAHVES """ AFFECTED AGErlClES AND THE CONTRACTOR SHALL BE HELD O>I THE JOB SITE 24 HOURS PRIOR TO STARf OF WORK. ~LT~f,:~~q\L~f~1E~R I~TliE~E B~1'-i~flf~pt1~lfil.~U~3Rt~1~oR _ "' ® ~t'o~ A8~~ s_c._rn_"_"_'"_'_"_rn_c_n_'_"'_"_"_' _""_''_'_'"_'°_'"_''_" @ COfUCT TO EXISTING SEWER ~AflHOLE ---------@ gi~j~f~A~~"~f~~~-Ll FlRE HYDRAflT PER CJTY OF SA>J JUAll ® gi~j~f~Al1"0WH~w~~:::lf~it:'.~D t.ETER PER cm OF SA>J JUAl1 m m m m rn 5.THE COrlTRACTOR SHALL OBTAl>J Al1 EflCROAGH~EIH PERMIT FRO" THE cm OF "" JUAl1 CAPJSTR»m PUBLIC WORKS DIVISION PRIOR TO CQ"MEflCING E~CAVATION Ill ANY PUBLIC Rl£HT-0F-WAY. AT A MlflWUM 50-FooT STATict@G.IF 110T WITHrn A ROADWAY. 61. ® ~~;2 TAP CO>l>JECTIOl1 PER CJTY OF SAN JUA11 CAPISlRANO STD. CTl ~~~fs\ARTlS~ ~~~-~65URF >ernG PER cm OF SA>J JUAl1 .442SF 6.THE GOrlTRACTOR \HALL >JOTIFY THE {;IH UTILITIES ~~~t'ii11°~:..~k"~ti~~T~OATsfE~~'1fl~':;~~,~~~E~E~6iist~dl~1. 7.PA1111G PER THESE PLAllS SHALL 110T COM~EflCE Ulllll ALL U>JDERGROUllD WORK.IF APIY.IS CO~PLETE.ALL UTILITY SERVICE CO>Jr1ECTJDllS SHALL BE EXTErlDED BEYO'ID THE ROADWAY RIGHT-OF-WAY. THE Ll"ITS OF THJS PR[}JECT. THE CONTRACTOR JS REOUCRED TO TAKE ALL DUE PRECAUTIO>JARY "EAl1S TO PROTECT THE UTILITY LINES NOT OF RECORD OR >JOT SHOWl1 011 THESE PLAllS. THE CONTRACTOR SHALL BE RESPDl1SIBLE FOR VERIFYING THE ACTUAL Lm;ATIOl1 APID ELE,.Tim1s rn THE FCELO. 9.COllTRACTOR SHALL BE RESPO>JSIBLE FOR PROVIDl>JG Al1D MAlrlTAillil1G WARtlrnG SIGrlS. DEVICES. LIGHTS. Al1D FLAGMEtl m ACCORDAllCE WITH THE CALIFORl11A MAl1UAL ll'I UNIFOR" TRAFFIC COflTROL DEVICES <CALIFDRllIA MUTCDl LATEST EOJT[O>J. 10.REPORTS OF COMPACTIOl1 WITHl>J HE TRAVELED WM OF ALL STREETS SHALL BE SUB"TilED TO Al1D APPROVED BY lHE CITY El1Gil1EER PRIOR TO PLACil1G A>JY IMPROVEMEflTS. oc ITROL CfiA>JY ',[ROM rnc ~~~:\iET~E·~~~R1~~5pf,l~ffQr;iM5 .f~cPci~I,DoE.fr.1~ ~~~~~ DEPARTMENT OF 111DUSTRIAL SAFETY. 1l.ALL PMil1G REMOVAL SHALL BE SAW CUT AT lHE CIH El1Gil1EER"S DlRECHO>J,M!l1[MLII< DEPTH OF CUT 1 "!CHES. 1'.ALL REGULATORY SIGl"5 SHALL BE FLACED WITHrn 24 HOURS AFTER CURB RETURNS HAVE BEEl1 CO>JSTRUCTED l>J THE LOCATIOl1SSHOW>JOl1THE5EPLAl"5. 15.ALL GRADJPIO OPERATIDllS. WHEl1 APPUCABLE.,,JCLUDJPIG REQUIRED SUBDRA~IS. SHALL BE PERFORMED Al1D 111SlALLED ~~~8RDll~G TO mis~lf~''\l/ii/.1D~TIONS 111CLUDED l>J THE SOILS FDR%111 !fS@! Sf!EflB".OATED~. 16.PAVEMEIH WHICH DOES 110T JOl>J OTHER PAVEMEflT OR BUILT UP AGAll1ST corlCRElE CURBS OR CUTTERS SHALL HAVE A 2-l>JCH x 6-rncH REDWOOD HEADER LEFT m PLACE. JO.A TRAFFIC COflTROL PLAfl SHALL BE REQUIRED FOR ALL LA>JE CLOSURES. SAID PLA>J SHALL BE SUBMITTED FOR REVIEW Al1D APPROVAL 81 THE CCTY ErlGlllEER PRIOR TO 1SSUAl1CE OF Al1 El1tROACH"EIH PER"IT FOR WORK rn THE RIGHT-OF-WAY. 31.FOR DETOURS A>JD STREET CLOSURES.PUT FOLLOWWG >JOTE. "COllTRACTOR SHALL rlOTIFY CITY EIH;Jt1EER 19<9-<9J-11"f11. ORAllGE courHY SHERIFFS DEPARTM"IT <9'9-170-60111.ANO ORAllGE COUIHY FIRE AUTHORITY 1114-573-61001 AT LEAST 12 HOUR PRIOR 10 STREET CLOSURE OR DETOUR". l2.ALL CONTRACTORS AND SUBCOlllRACTORS SHALL COMPLY WITH ALL SECTIOl15 OF THE "Url!CIPAL CODE OF THE CCTY OF SAflJUAflCAPISTRAflO.ESPECIALLYSECTIOll6-3.061Bl.ICl.IDI. ~11D !El.MD SHALL SECURE THE SERVICES OF THE CITY"S ~25~f1j~EN~~5~ WASTE HAULER FOR THEIR SOLID WASTE J3.EROSIOfl Al1D SEDIMEflT COIHROL SHALL BE PURSUAflT TO BEST ~ArlAGEMEIH PRACTICES A>JD SHALL BE 111ST~LLED ~11D ~~~li1Jg_1flED BY GOllTRACTOR DUR!ll{; EllTIRE COllSTRUCTIO>J J4."AillTAll1 THE SITE 111 A '1¥ET-DOWWCOl1DITIOfl TO THE DEGREE >JECESSARY TO TPREVEIH EJ:CESSIVE DUST. PERIODICALLY REMOVE SPILLAGE FRO" THE PUBLIC %£,,~T -iirs~S l~ly Mli~Ei,jJN~u~~ICS~~~~i:f~Gl~01~U~1:~1t\.~I~IO AS A SUBSTITUTE FOR OTHER CLEAl1111G METHODS. JO.PER CJH COUl1CIL POLie> 505. •JJGHT TIME COllSTRUCTJON WORK WILL BE REQUIRED Ofl HEAVILY TRAVELED STREETS llfl 11011-RESIOENTI~L llEIGHBORHOODSI. REFER TO POLICY FOR AFFECTED STREETS. '7.WHERE GROUllD WATER JS rn<;ournrnED DURJrlG TREflCHrnG Al1D/OR EXCAVATIOl1. A "IllI~UM OF 1 FOOT OF 110. 2 ROCK SHALL BE PL~CED BEl1EATH A>JY PIPE TO THE SWSFACTIOll Cl' THEUTILITIESEll{;!l1EER. ,..crlGRE5S >PIO EGRESS TO rnsrnJG ESTABLISHM"JTS SHALL BEKEPTOPEl11QTHESATISFACTIOl10FTHECIHEl1Gll1EER. 1'5~i0cE~1~'~w~~tH ~~P~g'jI,.i\T~o~~f~~~/~g~~~1T/i1~ ~~mEtl PERMISSIOl1 FROM THE OWflER OF THE ADJACEflT PROPERTIES. Al1D SUB"ITTlflG A llOlAR!lED COPY THEREOF TO THE cm UTILITIESEflGlrlEERJrlGDIVISIOl1. <O.ISSUA>JCE OF A PERM[T FRO" THE PUBLIC WORKS AtJD 17.DEVELOPER!CO>JTRACTOR SHALL BE RESPO>JSIBLE FOR ALL UTILITIES DEPART"Elll-UTILITIES AND/OR PUBLIC WORKS SOIL A>JD ~ATERIALS TESTS. DIVISIOl1S DOES 110T ELIMl>JATE THE IHD FOR PER"ITS FRO" OTHER CITY REGULATORY DIVISIOllS/DEPARTMENTS OR AGEllCIES 18.IT SHALL BE THE COllTRACTOR"S RESPOrlSIBILIH TO PROTEGl WITH REGULATORY RESPOl1SIBILITIES FOR COl1STRUCTIO>J ALL TRAFFCC SIGl1S WHERE APPLICABLE. AcmrnES ASSOCIATED W[TH THE WORK AUTHORI2ED Ol1 THJS PLAfl. 1S.STATm>JillG REFERS TO WITEFLl>JE OF CO>JDUITS UIUSS OTHERWISE 110TED. STREET STATIONJrlG IS l>J ITALICS. 20.ALL SEWER PlPE. "ArnLitlE APID LATERALO SHALL BE "c SCHEDULE SDR:JS STAllDARD STREl1GTH lfl ACCORDANCE WITH D-JOJ4 OR VITRIFIED CLAY PIPE STAllDARD SlREl1GTH 111 ACCORDAllCE WITH ASTM SPECIFICATIOl1 C-700.WITH COMPRESSIOl1 JOUHS PER ASTM C-425. 21.PIPEBEDDillGA>JDTREl1CHBACKFILLFORALL"Ail1LlllEA>JD HOUSE LATERAL SEWERS SHALL BE PER SAPI JUAl1 CAPISTRAPIO STANDARD PLAPI rlD.i04 HPE IIAllD STAl1DARD PLA>J N0.100. 21.SEWER CROSSil1GS WITH WATER Lil1ES ~ALL BE Ill ACCORDAllCE WITH cm OF SAfl JUAll CAPISTRANO WAlER STAl1DARD DRAWrnG rrn.w-11. 41.EflGJrlEER \HALL SUB~IT STA"PED "AS BUil T"MYLAR ~:~~~iG~oti1Por~'giT ~~E cg~.f.,.ES o~N s!~c~~~~N~i;P~-i~A~~E DIGIT AL SUB"ISSIOl1 ST ArlDARDSI TO THE CITY PUBLIC WORKS Al1D UT!LlllES DEPARTMEflT UTILITIES EtlGillEERil1G OIVISIO>J. UPOrl CO~PLETIOl1 OF l~PROVEMEtm Ill ACCORDAllCE WITH APPRO,_O REVCSIDPIS. TO THE SATISFACTIDll OF THE ASSISSTArlTUTILITIESDIREClOR. 5.Al1< WATER SERVICE FOUl1D TO BE WITHl>J A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AllD REil1STALLED AT THE PROPER LOCATION, AT >JO COST TO THE cm. G.ALL MAill LlflE VALVES SHALL BE MAlflTAillED SO AS TO BE ACCESSIBLE DLRrnG TRACT DEVELOPMrnT. AflD ALL VALVE STrn ~~~~N~~o~Jll~s Otf~ ci~A~lf1~E~_'l[ COVER WILL REQUIRE All 7.THE CLEARAl1CES FROM THE TOP OF THE PIPE AflO THE Flrl!SHED STREET SURFACE SHALL HAVE A ~WIMU" A5 FOLLOWS U>JLESS OTHERWISE NOTED ON THE APPROVED PLAPISo ALL WATER MAlllS GFEATER TH~l1 16 IIKHES SHALL BE DECIDED O>J A CASE BY CASE BASIS. PIPE SHALL BE BEDDED AllD BACKFILLED PER CJTY STANDARD W-B B.ALL FIRE H1DRAflTS SHALL BE SET WITH THE BOTTO" FLAl10E 4 rncHES ABOVE THE CO>JCRETE PAD OR SIDEWALK. 9.ALL WATER MAC•JS 4"THROUGH 12"SHALL BE PRESSURE CLASS J05.PVCIC900-0"fl AflD FOR WAl1D LARGER SHALL BE DR 18.PVC IC905-971 UNLESS OTHERWISE 110TED. 10.llO lAI EXISTING APPROVED SYSTEM. T, :~~~Vi,D THE "Arn UflLESSTI IUTI011 rn Ari Tl~~,2~TY PROCEED ~WPi:iJ''~Trt~DTMD s~tf~JF~b~?&1~JEf,,g\Wrf~f~~ i.~. w-1 AflDW-2. 11.THE APPLICAflT SHALL FURl11SH Al1D 111\TALL THE SERVICE CO>Jr1E<;TIOllS BETWErn WATER MAJNS Al1D METER ANO FUR>JlSH I 1110TALL METER BOXES.cm UTILITIES t[LL FURllISH 1-Ill<;H AflD 2-rncH METERS TO APPLICAIH TD INSTALL. "ETERS LARGER TH~l1 2-l>JCH SHALL BE FURl11SHED MD l>JSTALLED BY APPLICAIH. 1'.CURBS SHALL 8E "!SCRIBED WITH A '11"111DIOArnJG LOCATJON5 OF ALL DO"ESITC WATER SERVICES Al1D 'RW"lflDICATillG LOCATIONS OF llO>J-POTABLE/RECYCLED WATER SERVICES. 1'.IllDMOUAL PRESSURE REGULATORS WlLL BE REOUJRED BY THE PLUMBING CODES OF THE CITY HAVlflG JURISDICTIOfl IF STATIC PRESSURE REACHED BO PSI OR MORE. 16.A>JY CITY W~TER USED SHALL BE METERED WITH A COflSTRJ{;TIOl1 METER OB1All1ED FROM THE CITY. THE USE OF JUMPERS IS NOT ALLOWED. METERS MUST BE 111STALLED PRIOR TO O<;CUPAllC> OF A O\IELLJllG. 17.Afl ENCROACHMEflT PERMIT FRO" THE cm HAVl>JG JURISDIGTIOl1 IS REQUIRED PRIOR TO AflY WORK WITHll1 PUBLIC RIGHT-OF-WAY OR EASEM"IT. ~'~mo ~g~1~ ,~~~ ~~~j~ A~H~~~o BEoRsrtJ~krs PREVEIHIOfl ASSEMBL 1 IS REOUIRED TO BE ALL co~"ERCIAL DQ"ESTIC WATER A>JD AFl'LICATIOll 1~ $~~[g'JErn IHERTHE _lllES WATER AW1UAL BACKFLOW ® ~~~~\ERf1\W N:'.L*l~E SIDEWALK PER CITY OF SAl1 JUAfl B1SF CITY lor. uo XX-11DXX 2<.111 THE EVEIH THAT EXISTl>JG TRAFFIC STRIPl>JG Al1D MARKillGS ARE OBLITERATED BY cor1srnucrrot1. IT SHALL BE THE RESPOl1SIBILIH OF THE {;OrlTRACTOR TO REPLACE SAID STRJPillG TO THE SATISFACTIOll OF THE CCTY ErlGillEER. src~· VbSRTA,LLN~1°J~1%At w~~~~F~i~ER W[LL BE DETER"IllED 011 A CASE BY cASE BASIS. CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF UTl~ ~ 25.COIHRAClQR SHALL PRO~IDE ENmtlEER WITH e SKAlE PARK ~ ~6r1Wi~W~~T~!pJAIOc~~1~T!s0'A~~lrWJu~0Lw1v~RtCT~tfAT1o>Js. BENCH MAAK BASISOF BEAFWll<iS = l!lffi'.:LI..Ol WAlER AND SEWER UTILITY PLAN ~ ORANeE OOUNTV llB'mOALOCINTHOL 11-E BEARINGS SHCM'N HEREON ARE .... ___,____ • NOTES ~ BM • 3Ll..-IMl1 BASED ON THE BEAFWlll3 BETWEEN <-a•L ~ ELEVATION 108..774 (NAVD88) 006 HORIZONTAL CONTROL STATION " j; •••• ••~•• n::..:J• i.,,,.~ _..,, • :::;o,i,:r.:=o.,:·~:'I~ 1•~LE\IB..ED1990 eP67693R1AN>OPSSTATION78411 REVISIONS -•.., •. .,~._,,,.,.. ._,.,., il Ca LL eEINC!INORTH14'48'2ll'EABTPER DEK ,,.,,, .. ,, .. ,.,. BARRY J.cow•N "~ , OIWllOECOIJNTVSUR\IEVOR. DMB ==·™·==·===·:&.:_.re OATE i~ 1® RECORD60NFl..Er<ITliEOFFICEOF11-E .,.__,..,, ~· H ,_'DEK I I sH,;ET H 1 1100-lii-m:i NO. WIAI. cesa1PT1DN APP!. DMB gi;:a...,,. R.C........ .....=...... :::,;;..:;::r~ .. DNC:Rlll R.C.L....,,, .... ::t.-1 : Exhibit C Enclosure 1 - Page 10""~t'"';:-::.,,.~ '" / . •. J l)' -:-' ·"""':' "-'~'~ I : I ' ' '· ---\ ....-"""'"'" ~;:{: ~,.. ' '--Pl'R SEPAAA'i'E'~,;:m" 14 ' • -E ,,. \~ ~· .._ ,, ' ' $ ''e ' "' • :::n1;-" ~-+ti~-:::::t -' ~ i)~..1\.4 \. V·~ ...,....._ O ,. "' 1-.d ait'---=--..4-... ~ ----4.__lll>C" EX O'IEJH.1.0 fHCTRICAL ll'E "=EX ~"GAS LY'£ ~Ex~·-.;.1.su~E -le -'-~EX'IO.ACP\liATEAW; J '\ -, 1 CAMINO DEL AYION ~ ----2\~\----~--------------T ~ ._\_ I c • T ''\ ~ L I \ I t .. -c ' ' ~.---,--or;;--"Mr --~ -~ ...---~-~ .. • t • I I ( iii ~~ , I ----~ ... --t • -EXR/W -,----.. ""--.~.-G "-rx ~"GAS LIIE 1~~U 'Xl"AGPWATERLIJ.l: '-Ir, ;-' A '""--' fi + 'T -~~r:J ,~ ! .~ ~ ~ ~! ~~ H ~~ u ~~ ;~ ~· • t h ,, ·' ~~ n ~~ r-·· ··-·· ··'!.!)· ~; =-~ c--;-ct h~ ® p; • ~-g; j}! 1-lllll422-41:l.'! ·~ JI' " i ) r CONSTRUCTION NOTES <D rnsTAL.l 6"SEWER LilolE (SQR-~5J AT \.0/. NIN. ® ItJSULL srwrn ClEAtJOlJl PER mv OF SAN JJAIJ CAPISTRAN() sro.eae CD CO~llJ[CT Ta EX!STl'lG st:\lt'E:R MANHOLE G) It.JSTALLC:OMMffiC:l/.JLFR::H'T'CRJ./'IT P£RCJH ~S.!.N.IJA~J CAPlSTRANO STD.ii-1 ® rnsTAL.l PWATUl :sumer .o.!ID MHE:R PER mv CF SAN .JJA/J CAPlSTRANO STO.W-2 Af'IJ lf-B ® HOT TAP CQ.l'tECTIOIJ PER mv OF SJ.N ..uAIJ ~.liPI5TRAl'll.'l STD. l-l2 CD £xc,1,v,1;noN mJ RESLRFAcrtJG PER mr CF SAN .J.WJ CAPlSTRAf'lOST0.100 @ RE:M0\1£ AND RfPLACE SID£W.l.LK PfR CITY OF 5AIJ JUN1 CAPlSTRAf'lO STD. 715 EXfVW ' -~ -" t-1-r ,.. ~l) r ').. ~ -r ,_ ~ BENCHMARK COUNTY \IERT10AL()QN'mQL. BM•31..1.,.8.G1 IELEVATlON 108.714(NAVD81) ~1-I-ct T ~ t GRAPftC SCALE 1'z 10' BA8l8 OF IENW\lla BEARINGS SHCJW'lil HEREON ARE BASED ON TitE BEN'WlilCi BETWEEN ~-\'-----~ 1' -_...__~ ~c ~J3-(T·~, -~ tt~ -Lr ~.,.I~ • T r "-o: ~"GAS LIIJE --......._~~ EX TfLf?l-OtlE COl'OJIT \ '( J)1f CITY ID#: UD XX-OOXX CITY OF SAN JUAN CAPISTRANO DEPARTMENT a= llTlUTES SKATE PARK WATER AND SEWER UTILITY PLAN UTIUTYPLAN 005 HOFIZONTAL CONTROL CTATION -n =~~~~...::..=: RE\11810NS NDEK -~1!1111Je ,_,.,.,., ~~~:;~=~oFne ~DMB ca;.m.m.c:e.~E oAT£ I >-+---+-------+--<-DEK I I SH,iET I DM"B ~i;:a,.,_ .v:.e.w EXP.:W ==~eeCNCTOR f\.C..1.18111'1 Dll'.~I : NO.~~I Exhibit C POWER LEGENDS AND SYMBOLSPOWER LEGEND AND SYMBOLSSYMBOLDESCRIPTION+96" OR 7'-6" AFFMOUNTING HEIGHT FROM FINISHED FLOOR TO BOTTOM LINE OF OUTLET OR EQUIPMENT. FORLIGHT FIXTURES, IT IS TO BOTTOM OF FIXTURE.MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, (SEE SINGLE LINEDIAGRAMAND LOAD SUMMARY)BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (RECESSED MOUNTED)BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (SURFACE MOUNTED)DISCONNECT SWITCH H.P. RATED 600 VOLTS RATED. "F" INDICATES FUSE TYPE. FUSES PERAPPROVED MANUFACTURERS SHOP DRAWINGS.MAGNETIC MOTOR STARTER H.P. RATED (NUMBER INDICATES NEMA SIZE)#2ORELECTRICAL UTILITY PRIMARYELECTRICAL UTILITY SECONDARYUTILITY TELEPHONETEMPORARY OVERHEAD CABLINGEQUIPMENTID. No.SHEET No.DETAIL No.EQUIPMENT REFERENCEDETAIL REFERENCEABOVE CEILING, CONCEALED, JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE(NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING.RECESSED WALL MOUNTED JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE(NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING.RECESSED CEILING MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125VOLTS) U.O.N.DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) WITH MOUNTING HEIGHTHORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS ORAPPROVAL.DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) WITHMOUNTING HEIGHT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS ORAPPROVAL.DOUBLE DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15"A.F.F. TO BOTTOM OF DEVICE U.O.N.DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) MOUNTED +15"A.F.F. TO BOTTOM OF DEVICE U.O.N.DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TOBOTTOM OF DEVICE U.O.N.MOLDED CASE CIRCUIT BREAKERSWITCH AND FUSE ASSEMBLYGROUNDING CONNECTION AT SWITCHGEAR/DISTRIBUTION BOARD WITH NEUTRAL BONDING.UTILITY COMPANY PULL SECTION LUGSGNGROUNDING CONNECTION TO MAIN BUILDING GROUND SYSTEM U.O.N.EXISTING (DASH INDICATES) ELECTRICAL EQUIPMENTTELEPHONE BACKBOARD 2'X4'X3/4" PLYWOOD. PROVIDE 2" CONDUIT TO TELEPHONE POC.3/4" CONDUIT WITH 2 #12 & 1 #12 GND WIRES, UON3/4" CONDUIT WITH 3 #12 & 1 #12 GND WIRES, UON3/4" CONDUIT WITH 4 #12 & 1 #12 GND WIRES, UON3/4" CONDUIT WITH 5 #12 & 1 #12 GND WIRES, UON3/4" CONDUIT WITH 2 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE)3/4" CONDUIT WITH 3 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE)3/4" CONDUIT WITH 4 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE)3/4" CONDUIT WITH 5 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE)1" CONDUIT WITH 6 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE)CONCEALEDIN WALL ORCEILING#10#10#10#10#10A-1,3IN-LINE UTILITY COMPANY METERUTILITY METER WITH CIRCUIT TRANSFORMERS (CT'S) METERGROUND WELL200-YCONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLANCONCRETE ELECTRICAL PULL BOX WITH LID APPROPRIATE FOR INSTALLATION LOCATION. LIDSHALL BE LABELED "ELECTRICAL" OR "COMM" ACCORDING TO USE.SMOKE FIRE DAMPERDUCT MOUNTED SMOKE DETECTOR.THERMOSTAT SUPPLIED BY MECHANICAL CONTRACTOR, ELECTRICAL CONTRACTOR SHALL STUB 3/4"C.O. 6" ABOVE CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITHEXPOSED STRUCTURE ABOVE OR HARDLID CEILING, PROVIDE 3/4" C.O. BACK TO ASSOCIATED HVACUNIT. REFER TO MECHANICAL DETAILS FOR T-STAT MOUNTING HEIGHT REQUIREMENTS. VERIFYLOCATIONS WITH HVACCONTRACTOR PRIORTO ROUGH IN.200-DCONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLANABBREVIATIONSAAMPEREAF AMPERE FRAME RATING (CIRCUIT BREAKER)AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFU AMPERE FUSE RATING (FUSE)AIC AMPERE INTERRUPTING CAPACITYAS AMPERE SWITCH RATING (FUSE)AT AMPERE TRIP RATING (CIRCUIT BREAKER)AWG AMERICAN WIRE GAUGEBKBD BACKBOARDBLDG BUILDINGBKR BREAKERCCONDUITCB CIRCUIT BREAKERCKT CIRCUITCFSD COMBINATION FIRE SMOKE DAMPERCO CONDUIT ONLYCONC CONCRETECT CURRENT TRANSFORMERCU COPPERCL CENTERLINEDISC DISCONNECTDSBN DISTRIBUTION SECTIONDN DOWNDWG DRAWINGEA EACHEC ELECTRICAL CONTRACTOREM EMERGENCYEMT ELECTRICAL METALLIC TUBINGEXIST, (E) EXISTINGEXO EXTERNAL OPERABLE DISCONNECTFFUSEFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFF FINISHED FLOORFG FINISHED GRADEFLA FULL LOAD CURRENTFLUOR FLUORESCENTGEC GROUNDING ELECTRODE CONDUCTORGEN GENERATORGFCI GROUND FAULT CIRCUIT INTERRUPTERGFP GROUND FAULT PROTECTIONGND GROUNDHOA HAND-OFF-AUTOMATICHP HORSE POWERHV HIGH VOLTAGEIDF INTERMEDIATE DISTRIBUTION FRAMEIG ISOLATED/INSULATED GROUNDINCAND INCANDESCENTISC SHORT CIRCUIT CURRENT AVAILABLE IN RMSSYMMETRICAL AMPERESJ-BOX JUNCTION BOXKCMIL THOUSAND CIRCULAR MILSKW KILOWATTKV KILO VOLTKVA KILO VOLT-AMPERELDC LOCAL DISTRIBUTION CABINETLDF LOCAL DISTRIBUTION FRAMELCL LONG CONTINUOUS LOADLTG LIGHTINGLV LOW VOLTAGEMFR MANUFACTURERMAX MAXIMUMMCC MOTOR CONTROL CENTERMIN MINIMUMMH MANHOLE / METAL HALIDEM/M METER AND MAIN SECTIONMULTI MULTI-METER SECTIONMV MEDIUM VOLTAGENC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'SASSOCIATIONNEW (N) NEW, TO BE FURNISHED AND INSTALLED BYCONTRACTORNF NON-FUSEDNIC NOT IN CONTRACTN/L NIGHT LIGHTNO NUMBER, NORMALLY OPENNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETERPPOLEPB PULL BOXPF POWER FACTORPNL PANELPOC POINT OF CONNECTIONPP POWER POLEPWR POWERPVC POLYVINYL CHLORIDEQUAD QUADRUPLEXQTY QUANTITYREQD REQUIREDREQMT REQUIREMENTRGS RIGID GALVANIZED STEELRMC RIGID METALLIC CONDUITRM ROOMRNC RIGID NONMETALLIC CONDUITSHT SHEETSN SOLID NEUTRALSPEC SPECIFICATIONSSPDT SINGLE POLE, DOUBLE THROWSPST SINGLE POLE, SINGLE THROWSW SWITCHSWBD SWITCHBOARDTC TIME CLOCKTEL TELEPHONETERM TERMINALTP TEMPORARY POLETYP TYPICALUGPS UNDERGROUND PULL SECTIONUL UNDERWRITERS LABORATORYUPS UNINTERRUPTIBLE POWER SUPPLYUON UNLESS OTHERWISE NOTEDVVOLT, VOLTAGEVA VOLT-AMPEREVFC VARIABLE FREQUENCY CONTROLLERVFD VARIABLE FREQUENCY DRIVEW WATTWH WATT-HOURWP WEATHERPROOFWT WEATHERTIGHTWW WIREWAYXP EXPLOSION PROOFZIMPEDANCE4W FOUR-WIRE3W THREE-WIRE5S JUNCTION BOX(4 11/16" SQUARED X2 1/8" DEEP)ØDIAMETER, PHASE#NUMBER°C DEGREE CELSIUS(E) EXISTING DEVICE TO REMAIN(R) REMOVE EXISTING DEVICE AND ASSOCIATEDCONDUIT AND WIRE(RL) REMOVE EXISTING DEVICE AND RELOCATE ASSHOWN ON PLAN(NL) NEW LOCATION OF RELOCATED DEVICEAPPLICABLE CODES1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CALIFORNIA CODE OF REGULATIONS (CCR),NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS.2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTSTO ACCOMMODATE CONDUCTORS SHOWN.3. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TOTHE COMPLETE CIRCUIT,UNLESS OTHERWISE NOTED.4. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF MECHANICAL, PLUMBING AND OTHER EQUIPMENT REQUIRINGELECTRICAL CONNECTION PRIOR TO ANY WORK.5. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION ASREQUIREDTO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS.6. LOCATION OF LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICATIONS. AT OR NEAR DOORS, INSTALL SWITCHES ONSIDE OPPOSITE TODOOR HINGE. VERIFY FINAL HINGE LOCATION INFIELD PRIOR TO ANY WORK.7. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOWDRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE INWHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALLTIMES.8. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL WALL OUTLET BOXES FOR SWITCHES, BELL/STROBES, FIREALARM PULL STATIONS.RECEPTACLES ETC. WITH CABINETS, FURNITURE, EQUIPMENT ETC., TO AVOID CONFLICT.9. WHERE ELECTRIC MOTORS OR HEATERS ARE INSTALLED IN HUNG CEILINGS, PROVIDE DISCONNECT SWITCH IN HUNGCEILING WITHIN REACH FROM ACCESS POINT.10. FURNISH APPROVED EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS.11. FURNISH PULL STRING IN EACH RACEWAY RUN OVER 10' IN LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED.12. NOT MORE THAN THREE LIGHTING OR CONVENIENCE OUTLET CIRCUITS ARE PERMITTED IN ONE CONDUIT, PROVIDESEPARATE CONDUIT FOR EACH HOMERUN INDICATED ON THE DRAWING, UNLESS INDICATED OTHERWISE.13. PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE LOCATIONS OFBOXES WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE OF PULL BOX SHALLCOMPLY WITHN.E.C. REQUIREMENTS.14. OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILING SHALL BE ACCESSIBLE THROUGH OPENING CREATED BYREMOVAL OF FIXTURES.15. SEE MECHANICAL AND PLUMBING DRAWINGS AND SPECIFICATION FOR ADDITIONAL CONNECTION REQUIREMENTS TOCONTROL PANELS, CONTROL TRANSFORMERS, POWER FOR CONTROL SYSTEM EP AND PE SWITCHES, TIME CLOCKS,VALVES, STATS, RELAYS, DUCT SMOKE DETECTOR LOCATIONS, ETC. INDICATED ON CONTROL WIRING DIAGRAMS.ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH MECHANICAL AND PLUMBINGCONTRACTORS PRIORTO ANY WORK AND PROVIDE ALL NECESSARY DEVICES AND CONNECTIONS AS REQUIRED.16. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDEENVIRONMENT (UP TO 16') SHALL BE WEATHERPROOF TYPE, NEMA 3R.17. NO CONDUIT RUNS SHALL BE ALLOWED IN CONCRETE SLABS. ALL CONDUITS WILL BE PLACED ABOVE ACCESSIBLECEILING SPACES UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND.18. LIGHTING, POWER, TELEPHONE AND COMMUNICATIONS OUTLETS SHALL NOT BE PLACED BACK-TO-BACK.19. WHERE MORE THAN ONE LIGHT SWITCH OCCURS AT SAME LOCATION, SWITCHES SHALL BE MOUNTED IN A MULTIPLEGANG BOX UNDER A SINGLE COVER PLATE. PLATES WITH MORE THAN (3) LIGHT SWITCHES SHALL BE LABELED TOINDICATE THE LIGHT FIXTURES CONTROLLED.20. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT,PROVIDEDNO MODIFICATION TO EQUIPMENT IS NECESSARY.21. ALL ELECTRICAL POWER LIGHTING, TELEPHONE OR SIGNAL WIRING IN FIRE RATED WALL IS TO BE INSTALLED IN AMETALLIC CONDUIT SYSTEM.22. ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ONALL ELECTRICAL EQUIPMENT.23. CONTACT UTILITY COMPANIES FOR SCOPE OF WORK PRIOR TO SUBMITTING BID; INCLUDE UTILITY CHARGES IF ANY.24. ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS SHALL BEFULLY RATED PER UL AS FOLLOWS:a. 125A OR LESS : 60°C OR MORE;b. MORE THAN 125A : 75°C OR MORE.25. ANY ERRORS, OMISSIONS, OR DESIGN DISCREPANCIES ON PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THEATTENTION OF THE ELECTRICAL ENGINEER FOR CLARIFICATION OR CORRECTION PRIOR TO CONSTRUCTION ANDPREPARATION OF SUBMITTAL PACKAGES.26. CONDUCTORS SHALL HAVE UNDERWRITER'S LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF TYPE SPECIFIEDBELOW OR ELSEWHERE IN THE SPECIFICATIONS. CONDUCTORS SHALL BE COPPER AND LISTED FOR 90 DEGREEAPPLICATIONS.1. BRANCH CIRCUITS - LIGHTING AND POWER.a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR THHN/THWN-2, THHW(THHN FOR DRY LOCATION ONLY).b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR THHN/THHW.c. #1 AWG AND LARGER, STRANDED TYPE XHHW.2. FEEDERS : TYPE THW OR THHN/THWN-2, OR XHHW.27. PROVIDE GREEN INSULATED GROUNDING CONDUCTOR IN EACH RACEWAY INCLUDING CONDUITS, PLUG STRIPS,WIREMOLD. SIZE OF GROUNDING SHALL BE IN ACCORDANCE WITHNATIONAL ELECTRIC CODE ARTICLE 250.28. WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC FORUNDERGROUND INSTALLATION. USE RIGID WHEN ENCASEDIN CONCRETE OR SUSCEPTIBLE TO DAMAGE.GENERAL NOTESNOTE TO CONTRACTORDO NOT SCALE DRAWINGSCONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALLIMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BERESPONSIBLE FOR THE SAME.CONDUIT TURNED DOWN, 3/4" UONCONDUIT TURNED UP, 3/4" UONCONDUIT STUBBED AND CAPPED, 3/4" UONRACEWAY CONCEALED IN WALLS OR ABOVE CEILING, 3/4" UONCONDUIT CONCEALED IN OR UNDER FLOOR, 3/4" UON, COORDINATE WITH G.C.: OR, BURIALCONDUIT UNDERGROUND INSCHEDULE - 40 PVCUNLESS NOTED OTHERWISE. VERIFY DEPTHAND TRENCHING WITHG.C.3/4" UON HOMERUN TO CIRCUITS #1 AND #3 IN PANEL "A". (CROSSMARKSINDICATE NUMBER OF PHASES AND NEUTRAL. PROVIDE GROUND WIRE.)1. 2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2019 CALIFORNIA BUILDING CODE (CBC),PART 2, TITLE 24 C.C.R. (IBC WITH AMENDMENTS)3. 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (NEC WITH AMENDMENTS)4. 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (UMC WITH AMENDMENTS)5. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (UPC WITH AMENDMENTS)6. 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (IFC WITH AMENDMENTS)7. 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.8. 2019 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.9. 2019 CALIFORNIA ENERGY CODE (PART 6, TITLE 24 C.C.R.)10. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG), PART 11, TITLE 24 C.C.R.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSan Bernardino, CA 92408412 E. Vanderbilt WayPhone: 909-890-3700Fax: 909-890-3770Email: cadd@designwesteng.comSHEET INDEXSheet NumberSheet TitleE-0.1ELECTRICAL LEGNEDS & NOTESE-0.2SINGLE LINE DIAGRAM & PANEL SCHEDULEE-1.1ELECTRICAL SITE PLANE-2.1ELECTRICAL DETAILSE-3.1ELECTRICAL SPECIFICATIONSEnclosure 1 - Page 11Exhibit C 1. REFER TO 'GENERAL NOTES' ON ELECTRICAL LEGENDS AND NOTESSHEET FOR WIRING METHODS, MATERIALS, AND REQUIREMENTS.2. ALL CIRCUIT BREAKERS AND PANELBOARDS SHALL BE OF THE SAMEMANUFACTURER.3. ALL GROUND CONNECTIONS SHALL BE CADWELD.4. ALL PANELBOARDS SHALL BE FULLY RATED FOR THE AVAILABLE FAULTUNLESS OTHERWISE NOTED.5. THE FEEDER LENGTHS SHOWN ON THESE DRAWINGS ARE FORCALCULATIONPURPOSES ONLY AND ARE NOT VALID FOR BIDDING.6. NEW SERVICE EQUIPMENT, AT OTHER THAN DWELLING, UNITS SHALL BELEGIBLY MARKEDINTHE FIELD WITH THE MAXIMUM AVAILABLE FAULTCURRENT PER CEC 110.24(A). THE FIELD MARKING(S) SHALL INCLUDETHE DATE THE FAULT-CURRENT CALCULATION WAS PERFORMEDANDBEOF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENTINVOLVED. THE CALCULATION SHALL BE DOCUMENTED AND MADEAVAILABLE TOTHOSE AUTHORIZEDTO DESIGN, INSTALL, INSPECT,MAINTAIN, OR OPERATE THE SYSTEM.7. EQUIPMENT DATA AND CONFIGURATIONS SHOWN ON THE SINGLE LINEDIAGRAM PROVIDE GENERAL EQUIPMENT INFORMATION. CONTRACTORSHALL REVIEW ELECTRICAL PLANS AND SPECIFICATIONS TO VERIFY ALLEQUIPMENT ASSOCIATED DESIGN INFORMATION. THE CONTRACTOR ISRESPONSIBLE FOR PROVIDING ALL NECESSARY COMPONENTSREQUIREDFORA COMPLETE AND OPERATIONAL INSTALLATION. ANYDISCREPANCIES BETWEEN DESCRIPTIONS, SPECIFICATIONS, ANDEXISTING CONDITIONS ARE TOBE PRESENTED TO THE ENGINEER OFRECORD PRIOR TOCOMPLETION OF THE BID PROCESS FORCLARIFICATION. NOEQUIPMENT SHALL BE ORDEREDUNTILDISCREPANCIES ARE RESOLVED THROUGH A FORMAL RFI PROCESS.8. CONTRACTOR SHALL PROVIDE SWITCHBOARD SHOP DRAWINGS TOSERVING UTILITY COMPANY PRIOR TO FABRICATIONOF EQUIPMENT.CONTRACTORSHALL SECURE CONFIRMATION THAT THE PROPOSEDSWITCHBOARD COMPLIES WITHALL ELECTRICAL UTILITY COMPANYREGULATIONS.9. CONTRACTOR SHALL CONDUCT, WITH ASSISTANCE OF SWITCHGEARMANUFACTURER OR LICENSED ENGINEER, AN ELECTRICAL HAZARDANALYSIS CONSISTING OF ANARC FLASH, SHORT CIRCUIT, ANDCOORDINATION STUDY TO DETERMINE APPROPRIATE LEVELS OFPERSONNEL PROTECTIVE EQUIPMENT (PPE) AS REQUIRED BY NFPA 70EAND IEEE STD 1584, AND TO ENSURE PROPER COORDINATION(INCLUDING GROUNDFAULT COORDINATION) EXISTS BETWEEN ALLOVER-CURRENT PROTECTIVE DEVICES SHOWN ONSINGLE-LINEDIAGRAM ADDITIONALLY:9.1. STUDY SHALL INCLUDE ALL PORTIONS OF ELECTRICALSINGLE-LINE DIAGRAM. NORMAL SYSTEM CONNECTIONS ANDTHOSE THAT RESULT IN MAXIMUM FAULT CONDITION SHALLBE ADEQUATELY COVEREDIN THE STUDY. PERFORM STUDYWITH THE AID OF A COMPUTER PROGRAM, SKM CAPTOR, OREQUAL. STUDY SHALL IDENTIFY SELECTIVE COORDINATIONSUCH THAT DEVICE CLOSEST TO FAULT WILL TRIP FIRST.GROUND FAULT PORTION OF THE STUDY SHALLDEMONSTRATE COORDINATION OF MAIN BREAKER AND ANYFEEDERGROUNDFAULT DEVICES WITH DOWNSTREAMCIRCUIT BREAKERS 30A AND LESS.9.2. CONTRACTOR SHALL BE RESPONSIBLE TO RECOMMENDSETTINGS OF ALL DEVICES AND TO INCLUDE GROUND FAULTSETTINGS NECESSARY TO ACHIEVE SYSTEM COORDINATION.CONTRACTORSHALL FIELD ADJUST DEVICES ACCORDINGLYUTILIZING A QUALIFIED MANUFACTURER'S REPRESENTATIVE.9.3. DURING THE CONSTRUCTION PHASE OF THE PROJECT ALLGROUND FAULT RELAYS SHALL BE SET AT SHORTESTAVAILABLE TIME DELAY.9.4. RESULTS OF COORDINATION STUDY SHALL BE SUBMITTED ASPART OF OVERALL SWITCHGEAR SUBMITTAL AND SHALLINCLUDE PROTECTIVE DEVICE TIME VERSUS CURRENTCOORDINATION CURVES, GROUPING APPROPRIATE DEVICESTOGETHER. TABULATIONS OF RELAY AND CIRCUIT BREAKERTRIP SETTINGS, FUSE SELECTION, AND COMMENTARYREGARDING SAME.9.5. A GROUND FAULT SYSTEM TEST SHALL BE CONDUCTED BY ANINDEPENDENT TESTING AGENCY PER NEC (CEC-WHEREADOPTED) 230.95(C). GROUND FAULT SYSTEM TEST SHALL BEPERFORMEDINPRESENCE OF LOCAL AHJ. VERIFICATION OFDEVICE SETTINGS PER THE COORDINATIONSTUDY SHALL BEPERFORMEDBY SAME INDEPENDENT TESTING AGENCY.GROUND FAULT TEST RESULTS SHALL BE DELIVERED TOENGINEER OR RECORD.9.6. PERFORM ARC FLASH ANALYSIS TO DETERMINE FLASHBOUNDARY, FLASH HAZARD CATEGORY, PPE REQUIREMENTS,AND MINIMUM ARC RATING(CAL/SQUARE CM). ABOVEINFORMATIONSHALL BE INDICATED AT EACH ARCFLASHSOURCE ON A NEC(CEC WHERE ADOPTED) COMPLIANT ARCPLASH HAZARDLABEL(S) AS MANUFACTURED BY BRADY.10. ALL ELECTRICAL EQUIPMENT (I.E. SWITCHGEAR, TRANSFORMERS,DISTRIBUTIONBOARDS, PANELBOARDS, DISCONNECT SWITCHES, ETC.)SHALL BE PROVIDED WITH A PHENOLIC NAMEPLATE WITH ENGRAVEDLETTERS PER SPECIFICATIONS. ALL NAMEPLATES SHALL BEFASTENED WITHA MINIMUM OF TWO (2) MACHINE SCREWS. NO SELFADHESIVE NAMEPLATES ARE ALLOWED.11. ANY FLOOR-STANDING ELECTRICAL EQUIPMENT (I.E. INVERTERS,DISTRIBUTIONBOARDS, SWITCHBOARDS, ATS SWITCHES, MOTORCONTROL CENTERS, ETC.) WHICH ARE MOUNTED AT/BELOW GRADEAND/OR SUSCEPTIBLE TO WATER DAMAGE SHALL BE MOUNTED ON AMINIMUM 4" HIGH HOUSEKEEPING PAD WHICHEXTENDS 4" BEYONDEQUIPMENT IN ALL DIRECTIONS.12. ELECTRICAL CONTRACTOR TO INCLUDE IN BID ALL ASSOCIATED COSTSFOR THIRD PARTY TESTING OF ELECTRICAL EQUIPMENT, GROUNDFAULT, CONDUCTORS, ETC.PROVIDE NEW ELECTRICAL SERVICE AS SHOWN.REFER TO SITE PLAN FOR CONDUIT AND CONDUCTORS INFORMATION.CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS,INSTALL ADDITIONAL GROUND RODS W/CONDUCTORS AS SHOWN ONDETAIL. SEPARATE AT LEAST 6'-0" UNTIL RESISTANCE IS REDUCEDTO 25OHMS OR LESS PERCEC250.56.PANEL TO BE PROVIDED WITH 150A MAIN AND TO BE PROVIDED BYOTHERS (ROMTEC).1200AUGPSINCOMING POWERUTILITY SERVICE200A - 240/120V 1Ø 3W ' PED ' NEMA 3R(1) #4 CU. BOND TO DRIVENGROUND RODGN200A2P20A1PIRRIGATIONCONTROLLER12210,000 A.I.C.3PEDESTALREC23150A2PPANEL'BP'20-B600V FEEDER SCHEDULE 1Ø 3WSETSTYPELABELPHASEGROUNDNEUTRALCONDUIT1 2 # 1230-B1 2 # 101 2 # 81 2 # 61 2 # 61 2 # 41 2 # 41 2 # 21 2 # 11 2 # 111140-B50-B60-B70-B80-B90-B100-B125-B150-B175-B200-B20A-3W200A-3W175A-3W150A-3W125A-3W100A-3W80A-3W60A-3W50A-3W30A-3W40A-3W70A-3W90A-3W2 # 1/02 # 2/02 # 3/01 # 121 # 61 # 61 # 61 # 61 # 81 # 81 # 101 # 101 # 101 # 101 # 81 # 83/4"3/4"1"1"1"1-1/4"1-1/4"1-1/2"1-1/2"2"2"1 # 121 # 101 # 101 # 61 # 61 # 41 # 41 # 21 # 11 # 11 # 1/01 # 2/01 # 3/01-1/4"1-1/2"NOTE:ALL CONDUCTOR SIZES ARE BASED ON TYPE THHN COPPER CONDUCTOR UNLESS OTHERWISE NOTED. THEAMPACITY OF CONDUCTORS SHALL BE BASED ONTHE TERMINALS NOT TOEXCEED 60°C FOR CONDUCTORSIZE #14 THROUGH #1 AWG OR 75°C FOR CONDUCTOR SIZE OVER #1 AWG AS PER NEC 110.14(C).150-B4420A1P2SKATE PARKCONTROLPANEL20A2PSKATEPARKPUMP1HP20A1P20A2PSKATEPARKPUMP1HP22DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSan Bernardino, CA 92408412 E. Vanderbilt WayPhone: 909-890-3700Fax: 909-890-3770Email: cadd@designwesteng.comEnclosure 1 - Page 12Exhibit C X XXXXXXXXXXXXXXPP (E) UTILITY POLE(N) PANEL 'BP'(N) DRIVEN GROUND ROUND(N) DRIVEN GROUND ROUND123(N) METER PEDESTAL 'PED'BP-2476558BP-491. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE UTILITYCOMPANY REQUIREMENTS. VERIFY FINAL CONSTRUCTIONREQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNERS.2. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONSPRIOR TO INSTALLATIONOF UTILITY SERVICES.3. COORDINATE TRENCH ROUTING AND EQUIPMENT LOCATIONS WITHEXISTING CONDITIONS AND NEW WORK.4. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSESONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINEDFROMTHE APPROPRIATE UTILITY COMPANY REPRESENTATIVE.5. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANYREPRESENTATIVE TO ESTABLISHPRE-CONSTRUCTION COORDINATION,OBTAIN ALL NECESSARY METERS AND/OR APPROVALS, AND SCHEDULEUTILITY WORK TOCOORDINATE WITH THE CONSTRUCTION SCHEDULE.6. ALL SITE BRANCH CIRCUIT WIRING SHALL BE #10 AWG. OR LARGER.7. CONTRACTOR SHALL VERIFY EXISTING BUILDING FOOTING PRIOR TOINSTALLATION OF STUB-UP CONDUITS FOR NEW WALL MOUNTEDJUNCTION BOX TO AVOID ANY INTERFERENCE.8. CONTRACTOR SHALL UTILIZE 'GPR' GROUND PENETRATING RADAR TOSURVEY ANDTRACE ALL EXISTING UNDERGROUND UTILITY LINES INAREAS WHERE NEW TRENCHING IS PLANNED. CONTRACTORTOSUBMIT "GPR" REPORT TO PROJECT MANAGER FOR REVIEWING PRIORTO TRENCHING.9. ALL POWER UTILITY WORK SHALL BE IN COMPLIANCE WITH THESEDRAWINGS AND THE REQUIREMENTS OF THE SERVING UTILITYCOMPANY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOCONTACT THE SERVING UTILITY TO RECEIVE COMPLETE INFORMATIONON THEIR REQUIREMENTS PRIOR TO THE SUBMISSIONOF THE BID. THEACT OF SUBMITTING THE BID SHALL CONSTITUTE ACCEPTANCE OFFULL RESPONSIBILITY BY THE CONTRACTOR TO INSTALL SERVICE INCOMPLIANCE WITHTHE SERVING UTILITY AND THE CONTRACTDOCUMENTS.10. ALL SITE UNDERGROUND CONDUIT TO BE 1" MIN. UNLESS OTHERWISENOTED.11. SUPPORT CONDUIT(S) EVERY 10'-0" AND WITHIN 3'-0" OF ANY JUNCTIONBOX OR TERMINATION.12. CONTACT INFORMATION FOR UTILITY COMPANIES ARE AS FOLLOWS:POWERTBD13. CONTRACTOR IS TO CONTACT UTILITY INSPECTOR (LISTED ON FINALUTILITY APPROVED PLANS) TO SCHEDULE A PRE-CONSTRUCTIONMEETING PRIOR TO ALL UTILITY CONSTRUCTION.UNDERGROUND PULLSECTION PER POWER UTILITY SERVICEREQUIREMENTS. SEE SINGLELINE DIAGRAM(S) FORFURTHERINFORMATION. PROVIDE MINIMUM CLEARANCES AS REQUIRED BY THESERVICE UTILITY COMPANY.POWER UTILITY SECONDARY CONDUITS. PROVIDE CONDUITS ASSPECIFIEDBY UTILITY COMPANY, UNLESS NOTEDOTHERWISE.VERIFYSIZE AND QUANTITY OF CONDUITS REQUIRED WITH UTILITY COMPANYPRIOR TO BID. ALL WORK TO BE DONE FROM UTILITY CO. APPROVEDPLANS.POINT OF CONNECTION TO EXISTING UTILITY POWER POLE. VERIFYEXACT LOCATIONWITH UTILITY SERVICE PLANNER ANDIN FIELD.PROVIDE POWER FOR SKATEPARK CONTROL PANEL. COORDINATE EXACTLOCATION INFIELD WITHINSTALLING CONTRACTOR PRIOR TO ANY WORK.PROVIDE (1)1"C, (2)#10, (1)#10 GND.PROVIDE (1)1"C.O. FROM CONTROL PANEL TO SKATEPARK PUMPS FORLOW-VOLTAGE CONTROL WRING.REFER TO SINGLE LINE DIAGRAM FOR FEEDER SIZE.120V POWER TO IRRIGATION CONTROLLER. VERIFY LOCATION WITHLANDSCAPE DESIGNER PRIOR TO ROUGH-IN.PROVIDE POWER AND CONTROL CONDUIT FOR SUBMERSIBLE PUMPS.VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TOANYWORK.123456789DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSan Bernardino, CA 92408412 E. Vanderbilt WayPhone: 909-890-3700Fax: 909-890-3770Email: cadd@designwesteng.comEnclosure 1 - Page 13Exhibit C PULLBOX INSTALLATIONGENERAL NOTES:1. PULLBOX TO BE SIZED PER NEC, U.O.N.2. PROVIDE COVER LABELED WITH "STREETLIGHT" DESIGNATION.3. OLDCASTLE N30 PULLBOX: 13-1/4" X 24-1/4"PROVIDE BOLT DOWN COVER.COVER TO BE HEAVY DUTYTRAFFIC RATED WHEREINSTALLED IN AREAS SUBJECTTO VEHICULAR TRAFFIC.PROVIDE 3/4" CRUSHED ROCK 6"OUT FROM ALL SIDES OFPULLBOX AND 12" DEEP.BRANCH CIRCUIT CONDUIT BURIALNONMETALLIC SCHEDULE 40PVC CONDUITS - SIZE ANDQUANTITIES AS SHOWN ONPLANS. PROVIDE MIN. OF 1-1/2"CONDUIT FOR EXTERIORAPPLICATIONS.GENERAL NOTES:1. PLACE CONDUIT IN TRENCH, FILL, AND COMPACT TO 90%. REPAIR AREA TOMATCHSURROUNDING. BACK FILL IS TO BE FREE OF LARGE ROCK, PAVINGMATERIALS, ETC., THAT MAY CAUSE PHYSICAL DAMAGE TO CONDUIT.PROVIDE GRANULAR MATERIAL WITH A SAND EQUIVALENT (SE) GREATERTHAN 30.2. PROVIDE 30" MINIMUM COVER WHERE CONDUIT IS PLACED UNDERSTREETS, HIGHWAYS, ROADS, ALLEYS, DRIVEWAYS,AND PARKING LOTS.3. CONDUITS PLACED UNDER OR IN STRUCTURAL FOOTINGS SHALL BEGALVANIZED RIGIDMETAL (RMC) WRAPPED WITH 20 MIL PVCTAPE. THECOUPLINGS CONNECTED TO THE RMC ELBOW SHALL BE GALVANIZEDMATERIAL.4. MINIMUM TRENCH WIDTH TO BE 24".FINISHGRADEPROVIDE CONTINUOUSMAGNETIC DETECTABLE TAPEDIRECTLY ABOVE CONDUIT.12"24" MIN.SERVICE GROUND ROD DETAILFINISH GRADECADWELDCONDUIT & WIRE TOADDITIONALGROUND (ASREQUIRED).1. SIZE OF CONDUCTORS SHALL COMPLY W/CEC250.66.2. CHECK RESISTANCE TO GROUND. IF RESISTANCEEXCEEDS 25OHMS, INSTALL ADDITIONAL GROUNDRODS W/CONDUCTORS ASSHOWN. SEPARATE ATLEAST 6'-0" UNTIL RESISTANCE ISREDUCED TO 25OHMS OR LESS (CEC 250.56)NOTES:CONDUIT & WIRE SIZE ASREQUIRED SEE PLANS.PRECAST 19-3/4"L X 14-1/4"W X12"D. YARD BOX. BROOKSPRODUCTS #3 1/2PB-21 QUICKSET#EC-173/4" X 10'-0" DRIVEN"COPPERWELD" GROUNDROD.CONCRETE COVER WITH LIFTINGEYES LABEL "ELECTRICAL"CONDUIT HUB FOR GROUNDING BY"THOMAS & BETTS"10'-0"METER PEDESTALBREAKERSMETEREDPAD TO BE 2000PSI CONCRETE 8" THICK, 4" ABOVEGROUND,4" BELOW. EXTEND4" BEYONDSWITCHGEAR ONALL SIDES.PROVIDE 3' LEVEL & CLEAR WORKING SPACE IN FRONT OFPEDESTAL.ENCLOSURE SHOWN IS TO HAVE SUFFICIENT SPACE FORMOUNTING OF LIGHTING CONTACTORS, TIMECLOCKS, &CONTROLS IN AUXILIARY SECTION, SEPARATE FROM LIVEEXPOSED ELECTRICAL PARTS. ALTERNATE SUBMITTALWILL ONLY BE CONSIDERED IF ALL EQUIPMENT CAN BEMOUNTED IN THE ONE ENCLOSURE.FINISH OF PEDESTAL TO BE GREENPROVIDE DUPLEX GFCI RECEPTACLE TO BE MOUNTEDINSIDE PANELBOARD.PEDESTAL TO BE SECURED TO PAD WITH 5/8'' X 5''ANCHOR BOLTS AT EACH CORNER.9.8.6.7.5.REF. BREAKER ASSIGNMENTS FOR INFO ON MAIN CIRCUITBREAKER, INTERIOR SPACES AND OTHER INFO.ORDERING INFORMATION ON SWITCHGEAR MAY BEOBTAINED FROM STRONGBOX. PEDESTAL MODEL#MPS-C20-10K ANDIS TOBE SUPPLIED WITH MAIN&BRANCH CIRCUIT BREAKERS AS INDICATED ON A.C.BREAKER ASSIGNMENTS.PEDESTAL TO BE IN NEMA 3R CABINET WITH HASP.3.4.GENERAL NOTES:1.2.UGPULLSECTONICONTROLSWM52"32"18"METER PEDESTAL BASE DETAILFOUNDATION NOTES:1. FOUNDATION DIMENSIONS PEREQUIPMENTMANUFACTURER'SSPECIFICATIONS. SIZE FOR DIMENSIONOFPANEL TO BE PROVIDED.2. METER SECTION SHALL BE LOCATED SOTHAT THERE IS AMINIMUM OF 36"CLEARANCE FRONTAND BACK PER NEC110-16. (RECOMMENDED SIDECLEARANCE 10").3. CONCRETE PAD SHALL EXTEND 18" PASTFRONT DOOR(S) OF PANEL.4. ALL CONDUITS TO BE INSTALLEDBEFORE FOUNDATION IS POURED.5. FRAME SHALL BE SET LEVEL IN PAD.6. SLOPE TOP SURFACE AWAY FROM ALLSIDESOF ENCLOSURE (1% MIN.)GRADE4"MIN.4"MIN.8"MIN.ANCHOR BOLTAS REQUIREDCONDUITS AS REQUIREDSEE SINGLE LINEDIAGRAM FOR CONDUITSIZE & AMOUNT1" CHAMFER ON EDGESMANUFACTURER SUPPLIED BASECONDUIT AREAUTILITY SECTIONCONDUIT AREALOAD SECTIONRECOMMENDED GROUNDROD LOCATION2"7"8 1/2"6 3/4"13"14 1/4"12 1/4"UTILITY SERVICE TRENCH DETAILNOTES:1. THIS DETAIL IS FOR FOR ASSISTANCE IN BIDDING. DRY UTILITYREPRESENTATIVES ARE AVAILABLE TO PROV. ADDITIONAL INFORMATION.REF SINGLE LINE DIAGRAM FOR NAME AND PHONE NUMBER OFINVOLVED DRY UTILITY REPRESENTATIVES. REF NOTE BELOW.2. VERIFY EXACT LOCATION AND ROUTING OF TRENCH WITH UTILITYCOMPANY.3. TRENCH NOT TO BE COVERED UNTIL POWER AND UTILITY WIRES AREINSTALLED.4. COMPACT TO 90%, OR TO ELECTRICAL UTILITY STANDARDS.5. ELECTRICAL CONTRACTOR TO COORDINATE QUANTITY, SIZE AND TYPEOF CONDUIT(S), PULLROPES, BURIAL DEPTHS, ETC. WITH INFORMATIONPROVIDED BY UTILITIES.6. IT IS ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO CONTACT DRYUTILITIES AND OBTAIN A COMPLETE LIST OF UTILITY REQUIREMENTS.ELECTRICAL CONTRACTOR IS TO INCLUDE IN HIS BID PRICE, ALL COSTS,INVOLVED IN BRINGING DRY UTILITIES TO THE SITE. OWNER WILL PAYCOSTS ASSOCIATED WITH APPLYING FOR NEW DRY UTILITY SERVICE. IFE.C. IS UNABLE TO CONTACT ANY DRY UTILITY, HE IS TO CONTACT THEELECTRICAL ENGINEER, PRIOR TO BID, FOR DIRECTION.7. EDISON: FULL ENCASEMENT REQUIRED FOR MORE 4 CONDUITS. SEMIENCASEMENT REQUIRED FOR 3 OR 4 CONDUITS.8. TRENCHING TO BE 2' BACK FROM CURB.9. UTILITIES SHOWN IN DETAIL MAY OR MAY NOT BE APPLICABLE TO THISPROJECT. CONTRACTOR IS TO REFER TO SITE UTILITY PLAN FOR ALLREQUIRED UTILITIES PERTAINING TO THIS PROJECT.10. MINIMUM TRENCH WIDTH TO BE 24".24" MIN.MIN.3"REF NOTE 6.3"DETAIL IS FOR BIDDING PURPOSESONLY. CONSTRUCTION TO BE PERUTILITY REQUIREMENTS.ELECTRICAL UTILITY(TO BE PLACED BY E.C.)FINISHGRADEMIN.3"~60"DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSan Bernardino, CA 92408412 E. Vanderbilt WayPhone: 909-890-3700Fax: 909-890-3770Email: cadd@designwesteng.comEnclosure 1 - Page 14Exhibit C ELECTRICAL SPECIFICATIONSPART 1 GENERAL1.01 SCOPE OF WORKA. WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, ANDMATERIALS, UNLESS OTHERWISE SPECIFIED,AND IN PERFORMING ALL OPERATIONS NECESSARY FOR THEINSTALLATION OF A COMPLETE AND OPERABLE ELECTRICAL SYSTEM AS REQUIRED BY THESESPECIFICATIONS AND AS INDICATED ON THE DRAWINGS.B. THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS IN A MANNER TO BE FULLYCOGNIZANT OF ALL WORK REQUIRED UNDERTHIS SECTION.C. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS UNLESS OTHERWISE ARRANGEDAND SCHEDULE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT.1.02 GENERAL REQUIREMENTSA. WORK DONE UNDER THIS SECTION SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIAELECTRICAL CODE, NEC (NATIONAL ELECTRICAL CODE), THE STATE OF CALIFORNIA TITLE 24, THE STATEBUILDINGSTANDARDS, (OSHA) OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION, ANDTO ANYAPPLICABLE LOCAL JURISDICTIONAL REQUIREMENTS. IN CASE OF CONFLICT BETWEENREQUIREMENT, THEMOST RESTRICTIVE SHALL APPLY.1.03 ELECTRICAL CONTRACTOR'S RESPONSIBILITYA. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF DRAWINGS ANDSPECIFICATIONS. CONTRACTOR SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALLCAREFULLY READ THE ENTIRE SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES.B. BEFORE SUBMITTING THE BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLYACQUAINT HIMSELF WITH EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOINSTALLTHE EQUIPMENT ANDASSOCIATED WIRING IN SUCH A MANNERAS TO CONFORM WITH THE EXISTINGSTRUCTURE OF THE BUILDING, AVOIDOBSTRUCTIONS, AND MEET APPLICABLE CODE REQUIREMENTS.C. THE INTENT OF THESE DRAWINGS IS TO DESCRIBE A COMPLETE AND OPERABLE SYSTEM. WHERE EXISTINGCONDITIONS DIFFER FROM DRAWINGS, ADJUSTMENT SHALL BE MADE AND ALLOWANCES INCLUDED FOR ALLNECESSARY EQUIPMENT TOCOMPLETE ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS. BRING ANYQUESTIONS TO THE ARCHITECT ORENGINEER'S ATTENTION PRIOR TO BIDDING.D. WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT, DEVICES, CIRCUITBREAKERS, ETC., ARISES ON THE DRAWING AND/OR SPECIFICATION, THE CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL ANDSERVICES REQUIRED BY THE STRICTESTCONDITION NOTEDONDRAWINGS AND/OR INSPECIFICATIONS TO ENSURE COMPLETE AND OPERABLESYSTEMS AS REQUIRED BY THE OWNERAND ENGINEER.1.04 WORK NOT INCLUDEDA. CERTAIN LABOR, MATERIALS, OR EQUIPMENT MAY BE FURNISHED UNDER OTHER CONTRACTS BY THEOWNER. WHEN SUCHIS THE CASE, THE EXTENT, SOURCE, AND DESCRIPTION OF THESE ITEMS WILL BEINDICATED ON THE DRAWINGS ORDESCRIBED IN THE SPECIFICATIONS. UNLESS OTHERWISE NOTED, ALLLABOR, MATERIALS AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL WORK SHALLBE PROVIDED UNDER THIS SECTION OF THESE SPECIFICATIONS.1.05 SPECIAL REQUIREMENTSA. THE DRAWINGS INDICATE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, LOCATIONS OF MOTORCONTROLLERS WITH DISCONNECTS, PANELBOARDS, CONDUIT ROUTING, AND OTHER WORK. INFORMATIONSHOWN ON THE DRAWINGS IS ESSENTIALLY DIAGRAMMATIC; HOWEVER, RECIRCUITING OR RELOCATINGELECTRICAL EQUIPMENT WILL NOT BE PERMITTED WITHOUT SPECIFIC WRITTENAPPROVAL OF THEENGINEER.1.06 SUBMITTALSA. AFTER AWARD OF THE CONTRACT AND BEFORE ANY MATERIALS ARE DELIVERED TO THE JOB SITE, ACOMPLETE LIST OF ALL MATERIALS PROPOSED TO BE FURNISHEDANDINSTALLED UNDER THIS SECTIONMUST BE PROVIDED.B. SUBMIT TO THE ENGINEER FOR APPROVAL ONE PRINT AND ONE REPRODUCIBLE OF ALL LIGHTING FIXTURES,SWITCHGEAR, PANELBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, CONDUIT,CONDUCTORS,PULLBOXES, AND MOTOR STARTERS. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S PRINTEDINFORMATIONFOR EACH OF THESE ITEMS IDENTIFIED ON THE DRAWINGS. THE INFORMATION SHALLINCLUDE, AS MINIMUM, OVERALL DIMENSIONS, WEIGHT, PHASE,VOLTAGE RATINGS, WIRING DIAGRAMS, ANDNAMEPLATE DATA.1.07 STANDARDS AND MATERIALSA. ALL MATERIALS SHALL CONFORM WITH THE CURRENT APPLICABLE INDUSTRY STANDARDS, NEMA (NATIONALELECTRICAL MANUFACTURER'S ASSOCIATION), ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE), IPCEA(INSULATED POWERCABLE ENGINEERS ASSOCIATION), IEEE (INSTITUTE OF ELECTRICAL ANDELECTRONICENGINEERS), NATIONAL ELECTRICAL SAFETY CODE.B. UNLESS OTHERWISE INDICATED, ALL MATERIALS SHALL BE UNDERWRITERS LABORATORIES LISTED ANDLABELED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.C. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL MECHANICALEFFICIENCY. DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACEDOR REPAIRED PRIOR TO FINALAPPROVAL AND ACCEPTANCE. THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY AREMORE STRINGENT THAN CODES, STATUTES, OR ORDINANCES IN EFFECT. APPLICABLE CODES,STANDARDS,ORDINANCES, ANDSTATUTES TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT OR CONFLICT WITHTHE DRAWINGS OR SPECIFICATIONS.1.08 DELIVERY AND STORAGE OF MATERIALSA. THE CONTRACTOR SHALL INVESTIGATE EACH SPACE IN THE BUILDING THROUGH WHICH EQUIPMENT MUSTPASS TO REACH ITS FINAL LOCATIONS. IF NECESSARY, THE MANUFACTURER SHALL BE REQUIRED TO SHIPHIS MATERIAL INSECTIONS, SIZED TOPERMIT PASSING THROUGH SUCH RESTRICTED AREAS IN THEBUILDING.B. THE CONTRACTOR SHALL RETAIN IN HIS POSSESSION AND SHALL BE RESPONSIBLE FOR ALL PORTABLE ANDDETACHABLE PARTS OF PORTIONS OF INSTALLATIONS SUCH AS FUSES, KEY LOCKS, ADAPTERS, BLOCKINGCLIPS, AND INSERTS UNTIL FINAL COMPLETION OF WORK. THESE PARTS SHALL BE DELIVERED TO THEOWNER UPONCOMPLETION OF THE WORK.PART 2 PRODUCTS2.01 EQUIPMENT AND MATERIALSA. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW, FREE FROM DEFECTS,AND SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF THE WORK.SHOULD ANY TROUBLE DEVELOP DURING THEIR PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTYWORKMANSHIP, THE CONTRACTORSHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECTTHE TROUBLE WITHOUT ANY COST TO THE OWNER. ANY DEFECTIVE MATERIAL OR INFERIOR WORKMANSHIPNOTED AT THE TIME OF INSTALLATIONSHALL BE CORRECTED IMMEDIATELY TO THE SATISFACTIONOF THEOWNER.B. ALL MAJOR EQUIPMENT COMPONENTS SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS, MODELNUMBER, ANDSERIAL NUMBER PERMANENTLY ATTACHEDIN A CONSPICUOUS MANNER.2.02 CONDUITA. PROVIDE RACEWAYS AS INDICATED ON THE DRAWINGS AND AS HEREIN SPECIFIED. CONDUITS SHALL BE RIGIDSTEEL "GRC" (THICK WALL) GALVANIZED;ELECTRICAL METALLIC TUBING "EMT" (THIN WALL); FLEXIBLE STEEL,GALVANIZED; LIQUID-TIGHT, FLEXIBLE STEEL CONDUIT WITH GROUND BOND; ALUMINUM CONDUIT; ORSCHEDULE 40 PVC.B. ALL EMPTY CONDUITS (CO) SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED ON THE DRAWING.C. WHERE CONDUIT CROSSES AN EXPANSION JOINT, PROVIDE APPROVED FITTINGS WHICH ALLOW DEFLECTIONSEQUIVALENT TO TWICE THE MOVEMENT ALLOWED BY THE DESIGN.2.03 CONDUCTORSA. PROVIDE A COMPLETE SYSTEM OF CONDUCTORS IN RACEWAY SYSTEMS AS SHOWN ON THE DRAWINGS ANDTHEN HEREIN SPECIFIED.B. LIGHTING AND POWER CONDUCTORS SHALL BE COPPER, 600 VOLT, TYPE THWN/THHN, NO. 12 MINIMUMUNLESS OTHERWISE NOTED.C. CONTROL CONDUCTORS SHALL BE 600V, TYPE THWN/THHN, NO.14 MINIMUM SIZE UNLESS OTHERWISE NOTED.2.04 FITTINGSA.CONNECTOR, COUPLING, LOCKNUT, BUSHINGS AND CAPS USED WITH RIGID CONDUIT SHALL BE STEEL,THREADED AND GALVANIZED. BUSHINGS SHALL BE INSULATED.B. EMT FITTINGS, CONNECTORS AND COUPLINGS SHALL BE STEEL, ZINC, OR CADMIUM PLATED, COMPRESSIONTYPE, WITH INSULATED THROAT.C. FLEXIBLE STEEL CONDUIT CONNECTORS SHALL BE TWIST-IN-TYPE WITH INSULATED THROAT. THE FINISHSHALL BE ZINC OR CADMIUM PLATING.D. EMT CONDUIT FITTINGS SHALL BE THE COMPRESSION TYPE; SET SCREW FITTINGS SHALL NOT BE USED.2.05 JUNCTION AND PULL BOXESA. FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL, KNOCKOUT TYPEWITH REMOVABLE, MACHINE SCREW SECURED COVERS.B. FOR EXTERIOR WET LOCATIONS, BOXES SHALL BE NEMA 3R OR NEMA 4 RATED, GASKET MACHINE SCREWSECURED COVERS.C. INGROUND PULLBOXES SHALL BE CONCRETE ELECTRICAL PULL BOX WITH LID APPROPRIATE FORINSTALLATION LOCATION. SIZE PULLBOX PER NEC REQUIREMENTS.D. ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND CONDUITS ENTERING THEBOX AND EQUIPPEDWITH PLASTERRINGS WHERE REQUIRED.2.06 OUTLET BOXESA. FOR FIXTURES, BOXES SHALL BE GALVANIZED, ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE EQUIPPED WITH3/8" FIXTURE STUDS AND PLASTER RINGS WHERE REQUIRED.B. FOR CONVENIENCE OUTLETS, WALL SWITCHES, OR OTHER DEVICES, OUTLET BOXES SHALL BE GALVANIZEDONE-PIECE DRAWN STEEL, KNOCKOUT TYPE 4"X4"X1-1/2" MINIMUM.C. FOR LOCATIONS WHERE STANDARD BOXES ARE NOT SUITABLE, SPECIAL BOXES SHALL BE DESIGNED TO FITSPACE OR MEET OTHER REQUIREMENTS AND SUBMITTEDFORAPPROVAL.2.07 SWITCHES (NOT APPLICABLE)2.08 RECEPTACLESA. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE, 20 AMPS, 125 VOLTS, 3-WIRE, SIDE-WIRED WITHBINDING SCREWS, PARALLEL SLOTS, U-GROUND, PLASTER EARS AND CAPTIVE MOUNTING SCREWS. BODYSHALL BE PHENOLIC, PLASTIC, ORBAKELITE. RECEPTACLES SHALL BE HEAVY-DUTY, 3-BLADE CURRENTCARRYINGCONTACT AND DOUBLEWIDE FLAT BLADE GROUND CONTACTS. PROVIDE ARROW HART 5242-IHUBBELL 5242-I OR LEVITON 5242-I.B. SINGLE RECEPTACLES SHALL BE SPECIFICATION GRADE, GROUNDING TYPE, SIDE-WIRED, WITH BINDINGSCREWS, ANDSHALL HAVE STANDARD SIZE IVORY BAKELITE BASE. FOR CIRCUITS CONSISTING OF ONESINGLE RECEPTACLE ONLY, AMPERE RATING OF RECEPTACLE SHALL BE THE SAME AS CIRCUIT BREAKER OFFUSE. FOR RECEPTACLES RATED 15 AMPS/125 VOLTS, PROVIDE NEMA 5-15R, ARROW-HART 5251-I. FORRECEPTACLES RATED 20 AMPS / 125 VOLTS, PROVIDE NEMA 5-20R, ARROW-HART 5721-I, OR EQUAL.2.09 DEVICE PLATES1. PROVIDE PLATES FOR ALL SWITCHES, RECEPTACLES, JUNCTION BOXES, TELEPHONE AND OTHER OUTLETS.2. PROVIDE ENGRAVED OR ETCHED PLATES FOR ALL LOCK SWITCHES, PILOT SWITCHES, SWITCHES FROMWHICH EQUIPMENT OR CIRCUIT CONTROLLED CANNOT BE READILY SEEN, THREE OR MORE SWITCHES UNDERA COMMON PLATE AND FOR SWITCHES AS INDICATED.3. STAINLESS STEEL PLATES SHALL BE AMERICAN IRON AND STEEL INSTITUTE (AISI) TYPE 302, WITH BEVELEDEDGES, 0.040" THICK WITH SATIN SMOOTH FINISH. "SMOOTHIE," HUBBELL #97071 SERIES.4. PLASTIC COVER PLATE SHALL BE HIGH IMPACT THERMOPLASTIC, HIGH STRENGTH, SCRATCH-RESISTANT,SMOOTH AND SELF-EXTINGUISHING, HUBBELL "PI" SERIES OR PASS & SEYMOUR RP SERIES.5. WHERE OUTLETS ARE INDICATED TO BE WEATHERPROOF, PROVIDE AN AISI TYPE 302 STAINLESS WITHDOUBLE HINGED COVERS, PASS & SEYMOUR #WPD-8.6. GALVANIZED STEEL PLATES SHALL BE SQUARE OR RECTANGULAR AND HOT DIPPED GALVANIZED ORSHERARDIZED, BEVELEDEDGES AND 0.040" THICK. GALVANIZED STEEL PLATES SHALL BE USED IN UTILITYAREA.7. PROVIDE PLATES EQUIPPED WITH CLOSE FITTING OPENINGS FOR THE EXACT DEVICE TO BE USED. PROVIDEPLATES FOR TELEPHONE OUTLETS EQUIPPED WITH BUSHED OPENINGS.8. REFER TO SECTION 3.08 FOR LABELING OF PLATES.9. COVER PLATES ON PRESSED STEEL OUTLET BOXES IN FURRED AREAS, ATTICS, ETC., OR EXPOSED INMECHANICAL EQUIPMENT ROOMS SHALL BE OF THE SAME MATERIAL AS THE OUTLET BOX.10. COVER PLATES IN LOCATIONS CONCEALED FROM PUBLIC VIEW SHALL HAVE THE CIRCUIT NUMBERS ANDSOURCE FEED POINT HAND LABELED WITH MARKING BLACK PEN(PERMANENT MARKER). SEE SECTION 3.08FOR LABELING.11. PROVIDE PLASTIC COVER PLATES UNLESS NOTED OTHERWISE2.10 PANELBOARDSA. FURNISH AND INSTALL ALL BRANCH CIRCUIT PANELBOARDS AS HEREINAFTER SPECIFIED AND AS SHOWN ONTHE DRAWINGS. PANELBOARDS SHALL BE OF THE DEAD FRONT SAFETY TYPE EQUIPPED WITH THE THERMALMAGNETIC40°C CIRCUIT BREAKERS.B. CIRCUIT BREAKERS SHALL BE RATED MINIMUM 10,000 AMPS RMS SYMMETRICAL INTERRUPTING CAPACITYAND SHALL BE THE NUMBEROF POLES AND CURRENT CAPACITY AS INDICATED ON THE PANEL SCHEDULE.BRANCH CIRCUIT PANELBOARDS SHALL BE SQUARE-D OR EATON/CUTLER HAMMER WITH LUGS UL LISTED FORUSE WITH 75°C WIRE.C. DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OR ALLCIRCUIT ANDPANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS.D. PROVIDE NAMEPLATE FOR ALL PANELBOARDS, ENGRAVED WHITE LETTERS ON BLACK BACKGROUND INSTALLNAME PLATES ONTHE TRIM ABOVE DOOR.E. ALL WIRING SHALL BE NEATLY ARRANGED AND LACED TOGETHER.F. ALL CIRCUIT BREAKERS USED FOR HVAC LOADS SHALL BE RATED "HACR".G. BUS BARS SHALL BE RECTANGULAR IN CROSS SECTION CONSTRUCTED OF COPPER. NEUTRAL AND GROUNDBUSES SHALL BE FULL SIZE.2.11 EXTERIOR LIGHTING FIXTURES (NOT APPLICABLE)2.12 LOW VOLTAGE SWITCHGEARB. FURNISH AND INSTALL ALL SWITCHBOARDS AS HEREINAFTER SPECIFIED AND AS SHOWN ON THE DRAWINGS.SWITCHBOARDS SHALL BE OF THE DEAD FRONT SAFETY TYPE EQUIPPED WITH THE THERMAL MAGNETIC 40°CCIRCUIT BREAKERS.C. CIRCUIT BREAKERS SHALL BE RATED MINIMUM 30,000 AMPS RMS SYMMETRICAL INTERRUPTING CAPACITYAND SHALL BE THE NUMBEROF POLES AND CURRENT CAPACITY AS INDICATED ON THE SINGLE LINEDIAGRAM. SWITCHBOARDS SHALL BE SQUARE-D , GE, OR EATON/CUTLER HAMMER.D. LABEL EACH SWITCHBOARD COMPARTMENT WITH ENGRAVED METAL OR LAMINATED-PLASTIC NAMEPLATEWITH WHITE LETTERS ON BLACK BACKGROUND, MOUNTEDWITHCORROSION-RESISTANT SCREWS.E. ENCLOSURE FINISH FOR OUTDOOR UNITS: NEMA 3R WEATHERPROOF ENCLOSURE WITH FACTORY-APPLIEDFINISH IN MANUFACTURER'S STANDARD COLOR, UNDERSURFACES TREATED WITHCORROSION-RESISTANTUNDERCOATING.F. ENCLOSURE FINISH FOR INDOOR UNITS: FACTORY-APPLIED FINISH IN MANUFACTURER'S STANDARD GRAYFINISH OVERA RUST-INHIBITING PRIMER ON TREATED METAL SURFACE.G. BARRIERS: BETWEEN ADJACENT SWITCHBOARD SECTIONS.H. UTILITY METERING COMPARTMENT: FABRICATED COMPARTMENT AND SECTION COMPLYING WITH UTILITYCOMPANY'S REQUIREMENTS. IF SEPARATE VERTICAL SECTIONIS REQUIRED FOR UTILITY METERING, MATCHAND ALIGN WITHBASIC SWITCHBOARD.I. BUS TRANSITION AND INCOMING PULL SECTIONS: MATCHED AND ALIGNED WITH BASIC SWITCHBOARD.J. BUSES AND CONNECTIONS: THREE PHASE, FOUR WIRE, UNLESS OTHERWISE INDICATED.1. PHASE- AND NEUTRAL-BUS MATERIAL: HARD-DRAWN COPPER OF 98 PERCENT CONDUCTIVITY WITH FEEDERCIRCUIT-BREAKER LINE CONNECTIONS. IF BUS IS COPPER, USE COPPER FOR FEEDER CIRCUIT-BREAKERLINECONNECTIONS.2. LOAD TERMINALS: INSULATED, RIGIDLY BRACED, SILVER-PLATED, COPPER RUNBACK BUS EXTENSIONSEQUIPPED WITH PRESSURE CONNECTORS FOROUTGOING CIRCUIT CONDUCTORS. PROVIDE LOADTERMINALS FOR FUTURE CIRCUIT-BREAKER POSITIONS AT FULL AMPERE RATING OF CIRCUIT-BREAKERPOSITION.3. GROUND BUS: 1/4-BY-2-INCH- (6-BY-50-MM-) MINIMUM-SIZE, HARD-DRAWN COPPER OF 98 PERCENTCONDUCTIVITY, EQUIPPED WITH PRESSURE CONNECTORS FOR FEEDERAND BRANCH-CIRCUIT GROUNDCONDUCTORS. FOR BUSWAY FEEDERS, EXTEND INSULATED EQUIPMENT GROUNDING CABLE TO BUSWAYGROUND CONNECTION AND SUPPORT CABLE AT INTERVALS INVERTICAL RUN.4. CONTACT SURFACES OF BUSES: SILVER PLATED.5. MAIN PHASE BUSES, NEUTRAL BUSES, AND EQUIPMENT GROUND BUSES: UNIFORM CAPACITY FOR ENTIRELENGTH OF SWITCHBOARD'S MAIN AND DISTRIBUTIONSECTIONS. PROVIDE FOR FUTURE EXTENSIONS FROMBOTH ENDS.6. ISOLATION BARRIER ACCESS PROVISIONS: PERMIT CHECKING OF BUS-BOLT TIGHTNESS.7. NEUTRAL BUSES: 100 PERCENT OF THE AMPACITY OF PHASE BUSES, UNLESS OTHERWISE INDICATED,EQUIPPED WITH PRESSURE CONNECTORS FOROUTGOING CIRCUIT NEUTRAL CABLES. BUS EXTENSIONS FORBUSWAY FEEDER NEUTRAL BUS ARE BRACED.P. FUTURE DEVICES: EQUIP COMPARTMENTS WITH MOUNTING BRACKETS, SUPPORTS, BUS CONNECTIONS, ANDAPPURTENANCES AT FULL RATING OF CIRCUIT-BREAKER COMPARTMENT.Q. EQUIP DISTRIBUTION SECTIONS WITH FULL HEIGHT VERTICAL BUSSING TO ACCOMMODATE MAXIMUMUTILIZATION OF SPACE FOR DEVICES.2.13 CIRCUIT AND MOTOR DISCONNECTSA. DISCONNECT (SAFETY) SWITCHES SHALL BE FUSED, HEAVY DUTY TYPE SWITCHES MEETING NEMASPECIFICATIONS. SWITCHES SHALL BE PROVIDEDWITH REJECTIONTYPE FUSE BLOCKS. PROVIDE SWITCHESWITH THE NUMBEROF POLES, THE VOLTAGE, CURRENT AND HORSEPOWER RATINGS AS REQUIRED. PROVIDEEXTERNALLY OPERABLE QUICK-MAKE, QUICK-BREAK TYPE MECHANISM WITH COVER INTERLOCK ANDPADLOCKABLE IN EITHER THE OPEN OR CLOSED POSITION.B. SWITCHES SHALL BE NEMA 3R (RAIN TIGHT ENCLOSURE) WHERE INDICATED TO BE OUTDOORSWEATHERPROOF.C. PROVIDE NAMEPLATE INDICATING EQUIPMENT SERVED. ALL GENERAL SNAP SWITCHES OPERATING MOTORLOADS SHALL BE HORSEPOWER RATED OR BE RATED AT LEAST 125% OF THE FULL LOAD CURRENT.2.15 ELECTRICAL CONNECTIONSA. UNLESS OTHERWISE NOTED, ALL WIRING FOR MOTORS, STARTERS, CONTROLS, AND EQUIPMENT SHALL BEPROVIDEDBY THE ELECTRICAL CONTRACTOR. WHERE MOTORS FOR MECHANICAL EQUIPMENT AREFURNISHEDBY OTHERDIVISIONS, WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR,EXCEPT WHERE WIRED INTEGRALLY WITH THE EQUIPMENT.2.16 SUPPORTING DEVICESA. ALL EQUIPMENT CONDUITS SHALL BE SUPPORTED, ANCHORED AND BRACED IN ACCORDANCE WITH THEMOST STRINGENT CODES AND REQUIREMENTS. COMPLY WITH CHAPTER 23 OF THE LATEST CBC (CALIFORNIABUILDINGCODE).PART 3 EXECUTION3.01 WORKMANSHIP AND COMPLETION OF INSTALLATIONA. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL AND MECHANICALEFFICIENCY. DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACEDORREPAIRED PRIORTO FINALINTERPRETATIONS INCLUDED. ANY DEFICIENCY PERTAINING TO EITHER WORKMANSHIP OR MATERIALSFOUNDBY THE INSPECTORSHALL BE CORRECTED WITHOUT ADDITIONAL COST TO THE OWNER.B. THE CONTRACTOR SHALL MAINTAIN ON JOB SITE A SET OF THE WORKING DRAWINGS WHICH SHALL BEUPDATED DAILY IN DETAIL FOR WORK ACCOMPLISHED. UPON COMPLETIONOF THE WORK, A SET OFREPRODUCIBLE CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE GENERAL CONTRACTOR AND ALLCHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON WITH RED INK INA NEAT, LEGIBLE, UNDERSTANDABLE AND PROFESSIONAL MANNER.C. ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE,THOROUGHLY CLEANED, AND ALL RESIDUE REMOVEDFROM INSIDE SURFACES. EXTERIOR SURFACES OF ALLMATERIAL AND EQUIPMENT SHALL BE CLEANED AND DELIVEREDINA PERFECT, UNBLEMISHED CONDITION.D. UPON COMPLETION OF THE INSTALLATION AND AS A CONDITION OF ITS ACCEPTANCE FURNISH ONE COPY OFTHE FINAL INSPECTIONCERTIFICATE TO THE OWNER.3.02 PREPARATION COORDINATION.A. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER CONTRACTORS FURNISHING LABOR,MATERIALS AND WORK, SO THAT THE WORK AS WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUTCONFLICT OR DELAY.B. EXAMINE THE DRAWINGS AND SPECIFICATIONS AND DETERMINE THE WORK TO BE PERFORMED BY THEELECTRICAL, MECHANICAL AND OTHER TRADES. PROVIDE THE TYPE AND AMOUNT OF ELECTRICALMATERIALS AND EQUIPMENT NECESSARY TO PLACE THIS WORK INPROPER OPERATION, COMPLETELY WIREDTESTED AND READY FOR USE. THIS SHALL INCLUDE ALL CONDUIT, WIRE, DISCONNECTS, RELAYS, AND OTHERDEVICES FOR THE REQUIREDOPERATION SEQUENCE OF ALL ELECTRICAL, MECHANICAL, AND OTHERSYSTEMS OR EQUIPMENT.C. PERFORM ALL WORK IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TOTHE OCCUPANTS, NOR INTERFERE WITH THE ACTIVITIES IN THE BUILDING.D. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE EACH POWER INTERRUPTION WITH OWNER, ANDSHALL PROVIDE AT LEAST TWOWEEKS NOTICE OF PROPOSED INTERRUPTION AND WORK TO BEACCOMPLISHED.3.03 TRENCHING AND BACKFILLINGA. PERFORM ALL SUCH TRENCHING AND BACKFILLING IN ACCORDANCE WITH DRAWING DETAILS.3.04 CORE CUTTING, DRILLING, AND PATCHINGA. NO HOLES WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THEARCHITECT OR STRUCTURAL ENGINEER AND GENERAL CONTRACTOR.3.05 INSTALLATIONA. WORKMANSHIP IS TO BE NEAT, BY EXPERIENCED WORKMEN WITH ADEQUATE SUPERVISION, AND IN LINE WITHNORMAL INDUSTRY WORK PRACTICES.B. MAINTAIN WORKING CLEARANCE AROUND ELECTRICAL EQUIPMENT, IN ACCORDANCE WITH CODEREQUIREMENTS AS A MINIMUM.C. ALL CONDUIT TO BE RUN CONCEALED UNLESS OTHERWISE NOTED. ALL CONDUITS SHALL BE ROUTEDOVERHEAD IN CEILING SPACES. NO CONDUITS SHALL BE PERMITTED IN CONCRETE SLAB, MASONRY WALLSUNLESS SPECIFICALLY SO INDICATED. CONDUIT SHALL BE RUN SO AS NOT TO INTERFERE WITH OTHERPIPINGFIXTURES OR EQUIPMENT.D. WHERE ALLOWED, EXPOSED CONDUIT RUNS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS,STRUCTURAL MEMBERS, ORINTERSECTIONOF VERTICAL PLANES ANDCEILINGS.E. INSTALL PRODUCTS ACCORDING TO MANUFACTURERS INSTRUCTIONS.F. ALL ROTATING ELECTRICAL EQUIPMENT SHALL BE SUPPLIED WITH A FLEXIBLE, LIQUID-TIGHT CONDUIT WITHAPPROPRIATE SLACK AND SHALL NOT EXCEED THIRTY-SIX (36) INCHES.G. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT.H. INSTALL ACCESSORIES FURNISHED WITH EACH LUMINAIRE.3.06 GROUNDINGA. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AS INDICATED ON DRAWINGS AND AS REQUIRED BY THELATEST EDITION OF APPLICABLE CODES.B. FURNISH AND INSTALL ALL GROUNDING CONDUCTORS, CONDUIT AND CLAMPS. THE SIZE OF THE GROUNDINGCONDUCTORS SHALL BE NOT LESS THAN THAT SPECIFIEDIN THE NEC.C. BUILDING GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS.D. EACH BRANCH CIRCUIT SHALL BE EQUIPPED WITH CODE SIZE GREEN GROUND, EQUIPMENT WIRE (PER NEC250-95) (NOT INDICATED ON DRAWINGS) WITHIN THE SAME CONDUIT FORALL CIRCUITS OF PANELBOARDS.3.07 BRANCH CIRCUITSA. NO MORE THAN THREE BRANCH CIRCUITS PERMITTED IN ONE CONDUIT UNLESS INDICATED OTHERWISE3.08 IDENTIFICATIONA. THE FOLLOWING ITEMS SHALL BE EQUIPPED WITH NAMEPLATES:1. ALL MOTORS, MOTOR STARTERS, CONTROL PANELS, MOTORS CONTROL REMOTE STATIONS.2. ALL DISCONNECT AND SAFETY SWITCHES, MAIN DISTRIBUTION PANEL FEEDER OVERCURRENT DEVICES ANDSPARES, CIRCUIT EQUIPMENT INSEPARATE ENCLOSURES.3. SPECIAL ELECTRICAL SYSTEMS SHALL BE PROPERLY IDENTIFIED AT JUNCTION AND PULL BOXES4. ALL BRANCH CIRCUIT PANEL BOARDS SHALL HAVE IDENTIFYING ENGRAVED PLASTIC NAMEPLATES. ALSO,PROVIDE A TYPEDDIRECTORY CARD FOR EACH BRANCH CIRCUIT PANELBOARD. THE CARDIS TO BE PLACEDON THE INTERIOR SIDE OF THE PANELBOARD DOOR BEHIND A CLEARPLASTIC SHIELD. THE CARD SHALLIDENTIFY EACHCIRCUIT BY NUMBER, LOAD, AND LOCATION.5. IN GENERAL, EQUIPMENT SHALL BE IDENTIFIED AS DESIGNATED ON THE ELECTRICAL DRAWINGS.NAMEPLATES FOR PANELBOARDS ANDSWITCHBOARDS SHALL INCLUDE THE PANEL DESIGNATION, VOLTAGEAND PHASE OF THE SUPPLY. THE NAME OF THE MACHINE SHALL BE THE SAME AS THE NAME USED ON ALLMOTOR STARTERS, DISCONNECTS, AND P.B STATION NAMEPLATES FOR THAT MACHINE.B. NAMEPLATES SHALL BE FABRICATED AS FOLLOWS:1. NAMEPLATE MATERIALS SHALL CONSIST OF 3-PLY, 1/16" LAMINATED PLASTIC WITH WHITE CORE FORLETTERING AND BLACK BACKGROUND.2. CAPITAL LETTERS SHALL BE USED.3. NAMEPLATES SHALL BE FASTENED WITH CADMIUM-PLATED SELF-TAPPING NO. 6 SCREWS 1/4" LONG4. THE MINIMUM SIZE OF ALL NAME PLATES AND LETTERING SHALL BE 3/4" HIGH BY 2" LONG WITH 1/4" LETTERS.3.09 PROTECTIONA. USE ALL MEANS NECESSARY TO PROTECT THE WORK AND MATERIALS FROM LOSS DURING AND AFTERINSTALLATION, AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THEWORK. PROVIDE FOR THE SAFETY AND GOODCONDITIONOF ALL WORK UNTIL FINAL ACCEPTANCE OF THEWORK BY THE OWNER. REPLACE ALL DAMAGE OR DEFECTIVE WORK, MATERIAL, AND EQUIPMENT AT NOEXPENSE TO THE OWNER BEFORE REQUESTING FINAL ACCEPTANCE.3.10 CLEANING OF EQUIPMENT, MATERIAL, AND PREMISESA. SITE SHALL BE LEFT BROOM CLEAN AFTER COMPLETION OF WORK EACH DAY. UPON COMPLETION OF THEWORK, LEAVE THE PREMISES CLEAN OF ALL DIRT AND DEBRIS.B. ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE,THOROUGHLY CLEANED, AND ALL RESIDUE REMOVED FROMINSIDE SURFACES. EXTERIOR SURFACES OF ALLMATERIAL AND EQUIPMENT SHALL BE CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION.3.11 HANDLING OF WIRE AND CABLEA. HANDLE WIRE AND CABLE SO AS TO AVOID DAMAGE TO CONDUCTORS AND TAKE EVERY PRECAUTION TOAVOID SHARP BENDING ORSCORING OF THE CABLE. CABLE SHALL NOT BE LAID NOR DRAGGED UPONTHEGROUND.B. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE AT HIS OWN EXPENSE ALL WIRE ANDCABLE DAMAGED DUE TO IMPROPER HANDLING, AND SHALL PAY FOR THE NEW WIRE OR CABLE.3.12 TESTING AND INSPECTIONSA. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIREDINSPECTIONS FOR THE EXECUTIONOF THE WORK UNDER THIS CONTRACT.B. THE CONTRACTOR SHALL REPLACE ALL DAMAGED OR DEFECTIVE EQUIPMENT OR WORK.C. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY AND CIRCUIT INTEGRITY BY THE CONTRACTOR.ADJUSTMENTS SHALL BE MADE FOR CIRCUITS NOT COMPLYING WITH TESTING CRITERIA.D. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND PERFORM ANY ADDITIONAL TESTS REQUIRED BYTHE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO CORRECT ALL FAILURES ANDREPLACEANY DAMAGED PORTIONS OF THE WORK RESULTING FROMTHOSE TESTS. THE COST OF THE FOREGOINGITEMS SHALL BE PAID BY THE CONTRACTOR.E. THE CONTRACTOR SHALL FURNISH THE OWNER CERTIFICATES OF INSPECTION AND APPROVAL BY THEELECTRICAL INSPECTION AUTHORITY ON ALL WORK COMPETEDAS REQUIRED.F. TITLE 24 REQUIRES THE COMPLETION OF ALL APPLICABLE CERTIFICATES OF INSTALLATION ANDCERTIFICATES OF ACCEPTANCE FOR LIGHTING SYSTEMS. THIS SHALL INCLUDE INDOOR AND OUTDOORLIGHTINGSYSTEMS.G. CONTRACT DRAWINGS AND SPECIFICATIONS, GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERALAND SUPPLEMENTARY CONDITIONS, ELECTRICAL PROVISIONS AND DIVISION-1 SPECIFICATION SECTIONSAPPLY TO WORK OF THIS SECTION.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSan Bernardino, CA 92408412 E. Vanderbilt WayPhone: 909-890-3700Fax: 909-890-3770Email: cadd@designwesteng.comEnclosure 1 - Page 15Exhibit C XXXXX P P C.O.T.GCONNECT 2" DOMESTIC WATER TO PRE-FABRICATED BUILDING WATERCONNECTION POINT.REFER TO CIVIL PLANS FOR CONTINUATION OF 2" DOMESTIC WATER LINECONNECT 4" DOMESTIC WASTE LINE TO PRE-FABRICATED BUILDINGWASTE CONNECTIONPOINTREFER TO CIVIL PLANS FOR CONTINUATION OF 4" DOMESTIC WASTE LINE.I.E. @ -3' 0" BELOW FINISHED GRADE2" CW SHUT OFF VALVE IN CONCRETE YARD BOXDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSan Bernardino, CA 92408412 E. Vanderbilt WayPhone: 909-890-3700Fax: 909-890-3770Email: cadd@designwesteng.comCOTGYARD CLEANOUT or CLEANOUT TO GRADESOVS or WSHUT OFF VALVE IN CONCRETE YARD BOXSOIL or WASTE BELOW GRADE (or FLOOR)PLUMBING LEGEND AND SYMBOLSCWSYMBOLABBREV.COLD WATERDESCRIPTIONIEINVERT ELEVATIONFUPLUMBING FIXTURE UNITGENERAL NOTES1. THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONSTITUTEDAUTHORITIES HAVING JURISDICTION INCLUDING 2019 CBC (CALIFORNIA BUILDING CODE), 2019 CAL GREENREQUIREMENTS AND 2019 CMC/CPC(CALIFORNIA MECHANICAL AND PLUMBING CODE).2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THEEXISTING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. ALL INDICATED DIMENSIONS ARE APPROXIMATEAND ARE GIVEN FOR ESTIMATE PURPOSES ONLY.3. BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS,SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT ANDMATERIALS HEREIN REQUIREDTO OTHER PARTS OF THE WORK OF OTHER TRADES.4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS ANDLOCATIONS ARE NOT EXACTLY LOCATED. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS AREMADE REGARDING EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUTEXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OFEXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANYCHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTINGCONDITIONS.5. ITEMS RELATED TO PLUMBING UTILITIES AND/OR OTHER SERVICE(S); MATERIALS, LABOR, PERMITS, FEES, ETC., SHALLBE VERIFIED WITH THE RESPECTIVE SERVING UTILITY COMPANY PRIOR TO SUBMISSION OF A BID. THE ACT OFSUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERVICE(S) INCOMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE MECHANICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THEFIRST BILLING DEPOSIT.6. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT THEIR WORK AND EQUIPMENT.THEY SHALL COORDINATE THE WORK OF THIS SECTIONWITH THE WORK OF OTHER TRADES ANDALL JOB CONDITIONS.7. THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING,ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITHREFERENCE TO THE FINISHED BUILDING.8. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED IN ACCORDANCEWITH 2019 CPC/CBC.9. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH TITLE 24,CALIFORNIA CODE OF REGULATIONS.10. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME TYPE AND QUALITY ASEXISTING MATERIAL.11. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REQUIRED HYDRAULIC CALCULATIONS AND FIRE SPRINKLERHEAD LOCATION IN ACCORDANCE WITH NFPA 13 TO THE LOCAL FIRE DEPARTMENT FOR REVIEW AND APPROVAL OF THEFIRE PROTECTION SYSTEM.12. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES.13. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS THECONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT CABINETS, ETC. AND THE ARCHITECTPRIOR TO ANY INSTALLATION.14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATEDAND/OR DAMAGED BY THEIR OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITIONALL PLANTED AREAS DAMAGED BY THEIR OPERATIONS.15. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT ASPOSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCHINTERRUPTIONS AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNERSREPRESENTATIVE.16. ALL EXTERIOR WATER SHUT-OFF VALVES BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH COVERSCONSPICUOUSLY MARKED "WATERSHUT-OFF" RESPECTIVELY.17. WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION, POTABLE WATER SYSTEMS SHALL BE DISINFECTED ANDFLUSHED PRIOR TO USE BY WATER-CHLORINATION SOLUTION AND HAVE BACTERIOLOGICAL EXAMINATION MADE BY ANAPPROVED AGENCY PER 2019 CPC SEC. 609.9 AND AS PRESCRIBED IN AWWA C651. METHODS OF CLEANING/DISINFECTINGFORNEW OR REPAIR PIPING AS DESCRIBED IN C651 OR NFPA 24.18. PLUMBING PIPE, FITTINGS AND FIXTURES USED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALLCOMPLY WITHAB 1953.19. ANY SUBSTITUTION MADE BY THE CONTRACTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED ON THE DRAWINGSSHALL BE CLEARLY INDICATEDON THE SUBMITTAL AS TO ALL THAT IS BEING SUBSTITUTED.SCOPE OF WORKTHE SCOPE OF THIS PLUMBING DRAWINGS IS TO MAKE CONNECTION TO PRE-FABRICATED BUILDING AND TO THECONNECTION POINT SHOWN ON CIVIL DRAWINGS.1.PIPE MATERIAL SCHEDULESCHEDULE 40 ABSCOPPER K TUBEABSBRAZEDN/AN/A125SCHEDULE 80 PVCPVCGATE125WASTE, SOIL & ROOFDRAINS BELOWGRADESCH 40 PVC DWVCOLD WATER BELOWGROUND TO 5'OUTSIDE BUILDINGCOLD WATER BELOWGROUND BEYOND 5'-0"PIPE MATERIAL& WEIGHTTYPE OFJOINTSPRESSUREFITTINGSMATERIALSHUT-OFFRATINGS PSI- SwPVALVESERVICECAST BRONZE/WROUGHT COPPERBALL GATESOLVENT-WELDSOLVENT-WELDSIDEWALKPIPE CLAMP(TYP)CLEANOUT TO GRADEDOMESTIC WATER CONNECTIONTYPE 'K' COPPERBELOW GROUNDFOOTINGEXTERIOR WALLCW MAIN. SEE PLANSFOR SIZE & LOCATIONBALL VALVESIDE WALKCONCRETE YARD BOXMAKE P.O.C. TO BUILDING SERVICE LINEAPPROX. 5'-0" OUTSIDE OF BUILDINGCONNECT NEWDOMESTIC WATER TOBUILDING WATER LINE21Enclosure 1 - Page 16Exhibit C CARPHDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFCARPHDRAIN PUMP ASSEMBLYSKATE PARKM2DEPARTMENT OF PUBLIC WORKSSTEVEN ANDREWS ENGINEERING26501 RANCHO PARKWAY SOUTH, SUITE 204LAKE FOREST, CA 92630949- 215-5050PLAN AND SECTION VIEWSM1Enclosure 1 - Page 17Exhibit C CARPHDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFCARPHDRAIN PUMP ASSEMBLYSKATE PARKM2DEPARTMENT OF PUBLIC WORKSSTEVEN ANDREWS ENGINEERING26501 RANCHO PARKWAY SOUTH, SUITE 204LAKE FOREST, CA 92630949- 215-5050DETAILSM2Enclosure 1 - Page 18Exhibit C CONTRACTOR OBLIGATIONS:1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE CONSTRUCTIONITEMS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN.2. ALL CONSTRUCTION WORK WILL CONFORM WORK TO REQUIREMENTS OF LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE LOCALAND STATE CODES, ORDINANCES AND REGULATIONS.3. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHENTHESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCALREQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE.4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE.5. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR HOLDING THE APPROPRIATE CLASS OR CLASSES DESIGNATED.6. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND OBSERVATIONS NECESSARY TO PERFORM ANDCOMPLETE HIS PORTION OF THE WORK.7. THE CONTRACTOR SHALL BE REQUIRED TO CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALLAPPLICABLE CODES, REGULATIONS AND BY THE OWNER.8. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR THE PURPOSE OF VERIFYINGLOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. HE SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIESIF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED BY THECONTRACTOR IN ANY EXCAVATION THE OWNER AND LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK.10. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTINGTHE INTENDED DESIGN OF THE LANDSCAPE CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE OWNER AND LANDSCAPEARCHITECT FOR RESOLUTION.11. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADEDIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. HE SHALL BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'SAUTHORIZED REPRESENTATIVE FOR RESOLUTION. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUETO LACK OF PROVIDING SUCH NOTIFICATION.12. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE AND LAYOUT OF ANY CONSTRUCTION ELEMENT ON-SITE AND THOSE INDICATED ON DRAWINGS, THE CONTRACTORSHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S AUTHORIZEDREPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REINSTALL ITEMS BUILT INCORRECTLY OR AT WORSTCASE, BECOME UNABLE TO CHARGE OWNER FOR ITEMS BUILT INCORRECTLY.13. THE CONTRACTOR SHALL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR TO COMMENCING WORK.14. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FORREVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT.15. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. IF DAMAGESOCCUR OUTSIDE OF LIMITS OF CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REPAIR.16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGALPROPERTY RESTRICTION EITHER MARKED OR UNMARKED.17. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED ORUNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER.18. THE CONTRACTOR SHALL ENSURE THAT CURVED EDGES OF PAVING, WALLS, CURBS AND OTHER ELEMENTS HAVE SMOOTH AND CONTINUOUS CURVES.19. THE CONTRACTOR SHALL ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TOINSTALLATION OF PAVING, CURBS AND WALLS.20. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS, IN CASE OF DISCREPANCY, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT.21. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATIONOF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATETHE LANDSCAPE ARCHITECT FOR OVERTIME. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS INADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS:A. PRE-CONSTRUCTION MEETING.B. PROGRESS VISITS-PERIODIC SITE REVIEWS SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS TO VERIFYCONFORMANCE TO PLANS AND SPECIFICATIONS.C. CONSTRUCTION STAKING AND LAYOUT-TO VERIFY PROPER LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS.D. ROUGH CONSTRUCTION PROGRESS-TO REVIEW WORKMANSHIP AND CONSTRUCTION TECHNIQUES PRIOR TO COMPLETION OF CONSTRUCTION ELEMENTS.E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE - THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK UNDER THE CONTRACT FORCOMPLETENESS PRIOR TO ACCEPTANCE OF THE WORK BY THE OWNER.22. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER ANDLANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISITWILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHERSITE VISITS WILL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR.23. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION ANDACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER, THIS INCLUDES THEFT, VANDALISM AND ACTS OF GOD.24. THE CONTRACTOR SHALL GUARANTEE ALL WORK AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF SUBSTANTIALACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD UPON FINAL INSPECTION.25. THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACTDOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THECONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND TEXAS CONTRACTOR'S LICENSE NUMBER.26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE & DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT PER CIVIL ENGINEER.27. CONTRACTOR TO PAY SPECIAL ATTENTION TO DRAINAGE AND FIELD VERIFY POSITIVE FLOW AWAY FROM ALL BUILDINGS. NOTIFY LANDSCAPE ARCHITECT OF ANYDISCREPANCIES.28. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY CHANGES IN THE LOCATION OF ALL AIR CONDITIONERS, TRANSFORMERS, OR OTHER ON-SITE ITEMS.29. ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.117Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 19Exhibit C 11111111112222222222222223333344445555555558889911111111111112131414SKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETS10101111111111199911411412121212121212121212121212121213131313131313141414141414151515151515151515171818181101101111111111111111111111121121121121136111111111111151151151151151. THE LOCATIONS OF UNDERGROUNDUTILITIES SHOWN ARE BASED ONTHE SURVEY PROVIDED. THECONTRACTOR SHALL NOTIFY CA 811AND THE PROPER LOCALAUTHORITIES OR RESPECTIVEUTILITY COMPANIES TO MARK ANDCONFIRM THE LOCATION OF ALLEXISTING UTILITIES BEFORECOMMENCING WORK.2. CONTRACTOR SHALL THOROUGHLYFAMILIARIZE THEMSELVES WITH ALLCONSTRUCTION DOCUMENTS ANDSITE CONDITIONS PRIOR TOCONSTRUCTION.3. ANY DISCREPANCIES BETWEENDRAWINGS AND SITE CONDITIONSSHALL BE REPORTED IMMEDIATELYTO THE LANDSCAPE ARCHITECT /ENGINEER FOR CLARIFICATION ANDRESOLUTION PRIOR TO STARTINGOR CONSTRUCTION.SYMBOLDESCRIPTIONDETAILMATERIALS LEGEND1CONCRETE BANDING-8"6' PERIMETER FENCE AND GATESDECOMPOSED GRANITE WALKPRE-MANUFACTURED RESTROOM BUILDINGCONCRETE SEATWALLPRE-MANUFACTURED PLAY STRUCTUREMOUNTED TURF SEATING AREARULES AND REGULATIONS SIGNAGESHADE STRUCTURE- TENSILE FABRIC SAILTRASH RECEPTACLECONCRETE WALKWAYPRE-MANUFACTURED BENCHDRINKING FOUNTAINNOTESENGINEERED PLAYGROUND MULCH11213141516171819110111112113114L-1.14 DTL -3L-1.11 DTL. 1L-1.11 DTL. 1L-1.11 DTL. 2see plantingL-1.16 DTL. 1L-1.15 DTL. 1see plantingL-1.12 DTL. 4-6L-1.13 DTL. 2L-1.12 DTL. 1-3L-1.1 DTL. 0,0L-1.17FUTURE LIGHT POLE LOCATION-CONDUIT115DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.217Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OR0'16Scale: 1" = 16'-0"832Enclosure 1 - Page 20Exhibit C C.J. - CONTROLSYMBOLDESCRIPTIONDETAILS.J. - SAWCUT JOINTJOINTING LEGENDE.J. - EXPANSION JOINT1. CONSTRUCT JOINTS TRUE TO LINE WITH FACESPERPENDICULAR TO SURFACE PLANE OF CONCRETE.2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH ANDAPPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONSINDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATEPARK ARCHITECT.3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT.CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS,UNLESS OTHERWISE INDICATED.4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWERSAWS EQUIPPED WITH SHATTERPROOF ABRASIVE ORDIAMOND-RIMMED BLADES. CUT 1/8-INCH WIDE JOINTS INTOCONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE,OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETEDEVELOPS RANDOM CONTRACTION CRACKS.5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCEDDETAILS.6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIORTO ANY SEALANT APPLICATION.7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TOAPPLYING SEALANT.8. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATINGALL START AND STOP FORM LOCATIONS PRIOR TO START OFCONSTRUCTION.9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE.CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACKPREVENTION MEASURES AS NECESSARY.JOINTING NOTES9SKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSE.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.E.J.E.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.E.J.E.J.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.317Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OR0'16Scale: 1" = 16'-0"832Enclosure 1 - Page 21Exhibit C DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.417Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133ORCONTRACTOR OBLIGATIONS:1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE CONSTRUCTION ITEMS AS SHOWN ON THEDRAWINGS AND AS SPECIFIED HEREIN.2. ALL CONSTRUCTION WORK WILL CONFORM WORK TO REQUIREMENTS OF LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE LOCAL AND STATE CODES,ORDINANCES AND REGULATIONS.3. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN THESE PLANS CALL FORCERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKEPRECEDENCE.4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE.5. ALL WORK SHALL BE PERFORMED BY A TEXAS LICENSED CONTRACTOR.6. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THEWORK.7. THE CONTRACTOR SHALL BE REQUIRED TO CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES,REGULATIONS AND BY THE OWNER.8. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR THE PURPOSE OF VERIFYING LOCATIONS OFUNDERGROUND UTILITIES, PIPES AND STRUCTURES. HE SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BYCONTRACTOR WAS NOT PERFORMED. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED BY THE CONTRACTOR IN ANY EXCAVATION THE OWNER AND LANDSCAPEARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK.10. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OFTHE LANDSCAPE CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE OWNER AND LANDSCAPE ARCHITECT FOR RESOLUTION.11. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOTHAVE BEEN KNOWN DURING DESIGN PROCESS. HE SHALL BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION.CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION.12. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE AND LAYOUT OF ANY CONSTRUCTION ELEMENT ON-SITE AND THOSE INDICATED ON DRAWINGS, THE CONTRACTOR SHALL CONTACT OWNER'SAUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT INCONTRACTOR'S RESPONSIBILITY TO REMOVE AND REINSTALL ITEMS BUILT INCORRECTLY OR AT WORST CASE, BECOME UNABLE TO CHARGE OWNER FOR ITEMS BUILT INCORRECTLY.13. THE CONTRACTOR SHALL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR TO COMMENCING WORK.14. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR REVIEW AND APPROVAL BY THEOWNER AND LANDSCAPE ARCHITECT.15. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. IF DAMAGES OCCUR OUTSIDE OF LIMITSOF CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REPAIR.16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONEITHER MARKED OR UNMARKED.17. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIROR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER.18. THE CONTRACTOR SHALL ENSURE THAT CURVED EDGES OF PAVING, WALLS, CURBS AND OTHER ELEMENTS HAVE SMOOTH AND CONTINUOUS CURVES.19. THE CONTRACTOR SHALL ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING, CURBSAND WALLS.20. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS, IN CASE OF DISCREPANCY, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT.21. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF TIME GIVEN TO THELANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THECONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS:A. PRE-CONSTRUCTION MEETING.B. PROGRESS VISITS-PERIODIC SITE REVIEWS SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS TO VERIFY CONFORMANCE TO PLANS ANDSPECIFICATIONS.C. CONSTRUCTION STAKING AND LAYOUT-TO VERIFY PROPER LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS.D. ROUGH CONSTRUCTION PROGRESS-TO REVIEW WORKMANSHIP AND CONSTRUCTION TECHNIQUES PRIOR TO COMPLETION OF CONSTRUCTION ELEMENTS.E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE - THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS PRIORTO ACCEPTANCE OF THE WORK BY THE OWNER.22. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND LANDSCAPE ARCHITECT.FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLYLIABLE FOR REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS WILL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEENPAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR.23. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITINGFROM THE OWNER, THIS INCLUDES THEFT, VANDALISM AND ACTS OF GOD.24. THE CONTRACTOR SHALL GUARANTEE ALL WORK AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF SUBSTANTIAL ACCEPTANCE OF PROJECT. THECONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD UPON FINAL INSPECTION.25. THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVEDSUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND TEXASCONTRACTOR'S LICENSE NUMBER.26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE & DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT PER CIVIL ENGINEER.27. CONTRACTOR TO PAY SPECIAL ATTENTION TO DRAINAGE AND FIELD VERIFY POSITIVE FLOW AWAY FROM ALL BUILDINGS. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.28. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY CHANGES IN THE LOCATION OF ALL AIR CONDITIONERS, TRANSFORMERS, OR OTHER ON-SITE ITEMS.29. ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHE LANDSCAPE ARCHITECT.LANDSCAPE PLANTING SPECIFICATIONSPART 1 - GENERAL1.1 RELATED DOCUMENTSA. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, APPLY TO THIS SECTION.1.2 SUMMARYA. FURNISH ALL LABOR, MATERIAL EQUIPMENT AND SERVICES NECESSARY TO PROVIDE ALL LANDSCAPE PLANTING, COMPLETE IN PLACE AS SHOWN AND SPECIFIED. THIS SECTIONINCLUDES THE FOLLOWING:1. TREES.2. SHRUBS.3. SOILS.4. MULCHES.5. STAKES AND GUYS.6. LANDSCAPE EDGINGS.B. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION:1. WORK SPECIFIED IN THIS SECTION: INSTALLATION OF ANY LANDSCAPE MATERIAL2. RELATED WORK SPECIFIED IN OTHER SECTIONS:a. IRRIGATIONb. TURF AND GRASSES1.3 SCOPEINCLUDE THE FOLLOWING FOR SUBMISSION OF SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR THE ARCHITECT'S REVIEW.A. PROVIDE ALL MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE EXECUTION OF ALL PLANTING AND RELATED WORK AS SHOWN ON THE DRAWINGS AND NOTED HEREIN.1.4 APPLICABLE STANDARDSA. ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."1.5 SUBMITTALSA. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS.B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS.1. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS.2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORDING TO METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHEREAPPLICABLE.3. LABEL DATA SUBSTANTIATING THAT TREES, SHRUBS, AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS.C. PRIOR TO INITIATING ALL WORK, PROVIDE THE LANDSCAPE ARCHITECT WITH SAMPLES OF EACH OF THE FOLLOWING:1. 1 LB. OF HARDWOOD MULCH, IN A LABELED PLASTIC BAG.2. 1 LB. OF PREPARED PLANTING BED SOIL MIX, IN A LABELED PLASTIC BAG. LABEL NEEDS TO COME FROM THE SUPPLIER AND BE ATTACHED TO THE BAG.3. 1 LB. OF PREPARED CONTAINER PLANTING MIX, IN A LABELED PLASTIC BAG. LABEL NEEDS TO COME FROM THE SUPPLIER AND BE ATTACHED TO THE BAG.D. TREE AND PLANT PHOTOS.E. PLANTING SCHEDULE INDICATING ANTICIPATED DATES AND LOCATIONS FOR EACH TYPE OF PLANTING.F. PERCOLATION TESTS ON THE SUBGRADE IN THE EXCAVATED PLANTING BED AREAS.G. FOR FIELD DUG LARGE TREES: PROVIDE ANTICIPATED ROOT PRUNING AND TREE MOVING SCHEDULE INCLUDING THE ANTICIPATED LENGTH OF TIME THAT THE TREE WILL REMAIN INTHE FIELD AFTER ROOT PRUNING AND ANTICIPATED TREE RELOCATION TIME. PROVIDE THE ANTICIPATED ROOT BALL SIZE FOR DESIGN COORDINATION. IT IS RECOMMENDED NOT TOROOT PRUNE AND MOVE TREES IN THE SUMMER MONTHS AND TO ALLOW A MINIMUM OF 3 MONTHS AFTER ROOT PRUNING BEFORE RELOCATING TREE.H. QUALIFICATIONS OF CONTRACTOR AND CONTRACTOR'S FIELD SUPERVISION.1.6 QUALITY ASSURANCEA. SOURCE QUALITY CONTROL:1. SUBMIT DOCUMENTATION TO LANDSCAPE ARCHITECT WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT THAT ALL PLANT MATERIAL IS AVAILABLE AND HAS BEEN PURCHASED ORRESERVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL LISTED ON PLANT LIST. ANY AND ALL SUBSTITUTIONS DUE TO UNAVAILABILITY MUST BE REQUESTED IN WRITING PRIORTO CONFIRMATION OF ORDERING. ALL MATERIALS SHALL BE SUBJECT TO INSPECTION BY LANDSCAPE ARCHITECT AT ANY TIME AFTER CONFIRMATION OF ORDERING.2. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OF OWNER AND LANDSCAPE ARCHITECT AT PLACE OF GROWTH OR UPON DELIVERY FOR CONFORMITY TO SPECIFICATIONS. SUCHAPPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. INSPECTION AND TAGGING OF PLANT MATERIAL BY THE LANDSCAPE ARCHITECTIS FOR DESIGN INTENT ONLY AND DOES NOT CONSTITUTE THE LANDSCAPE ARCHITECT'S APPROVAL OF THE PLANT MATERIALS IN REGARDS TO THEIR HEALTH AND VIGOR AS SPECIFIED INSECTION 2. THE HEALTH AND VIGOR OF THE PLANT MATERIAL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.3. CONTRACTOR SHALL SUBMIT PHOTOS OF ALL SELECTED PLANT MATERIAL FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. PHOTOS SHALL BE TAKEN WITH AMEASUREMENT STICK OR ROD SO THAT THE HEIGHT OF THE PLANT MATERIAL CAN BE REVIEWED. PHOTOS SHALL ALSO INCLUDE THE SPECIES, PLACE OF GROWTH AND QUANTITY OFPLANTS. AFTER THE PHOTO SUBMISSION AND APPROVAL, THE OWNER RESERVES THE RIGHT TO TAG PLANT MATERIAL AT THE SELECTED NURSERY. LANDSCAPE ARCHITECT RESERVES THERIGHT TO REFUSE INSPECTION AT THIS TIME, IF IN THEIR JUDGMENT, A SUFFICIENT QUANTITY OF PLANTS IS NOT AVAILABLE FOR INSPECTION.4. THE CONTRACTOR SHALL SUBMIT SAMPLES AND/OR SPECIFICATIONS OF ANY ITEM BEING USED ON SITE UPON THE REQUEST OF THE LANDSCAPE ARCHITECT.B. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WITH FIVE YEARS OF EXPERIENCE WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, DESIGN,AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT.1. INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING IS IN PROGRESS.C. PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF TREES AND SHRUBS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 AMERICAN STANDARD FORNURSERY STOCK.D. MEASUREMENTS: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. DO NOT PRUNE TO OBTAINREQUIRED SIZES. HEIGHT MEASUREMENT SHALL BE TAKEN FROM GROUND LEVEL FOR FIELD GROWN STOCK AND FROM THE SOIL LINE FOR CONTAINER GROWN STOCK, WHICH SHOULDBE AT OR NEAR THE TOP OF THE ROOT FLARE. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, AND 12 INCHES ABOVE GROUND FORLARGER SIZES. MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP.1.7 DELIVERY, STORAGE, AND HANDLINGA. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN ORIGINAL UNOPENED CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALSFROM DETERIORATION DURING DELIVERY AND WHILE STORED AT SITE. THE CONTRACTOR SHALL FURNISH THE LANDSCAPE ARCHITECT WITH COPIES OF ALL RECEIPTS FOR ALLMATERIALS AND AMENDMENTS SPECIFIED IN THIS SECTION.B. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT SEVEN (7) DAYS IN ADVANCE OF DELIVERY OF ALL PLANT MATERIALS AND SHALL SUBMIT AN ITEMIZED LIST OF THEPLANTS IN EACH DELIVERY. DELIVER ALL PLANTS WITH LEGIBLE IDENTIFICATION LABELS STATING PROPER BOTANICAL NAMES AND SIZES INDICATED ON PLANT LIST. DELIVER TREES,SHRUBS, GROUND COVERS, AND PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN 6 HOURSAFTER DELIVERY, SET PLANTING MATERIALS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST SO THAT PLANTS ARE MAINTAINED IN AHEALTHY, VIGOROUS CONDITION. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS, TRUNKS OR BRANCHES OR DESICCATION OF LEAVES.1. SET BALLED STOCK ON GROUND AND COVER BALL WITH SOIL, PEAT MOSS, SAWDUST, OR OTHER ACCEPTABLE MATERIAL.2.DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BEFORE TIME OF PLANTING.3. WATER ROOT SYSTEMS OF TREES AND SHRUBS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION.C. TREES AND SHRUBS: DELIVER FRESHLY DUG TREES AND SHRUBS. DO NOT PRUNE BEFORE DELIVERY, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHES,AND ROOT SYSTEMS FROM SUNSCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNERAS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. PLANT MATERIALS THAT HAVE BEENDAMAGED IN ANY WAY WILL BE DISCARDED AND IF INSTALLED, SHALL BE REPLACED WITH UNDAMAGED MATERIALS AT THE CONTRACTOR'S EXPENSE.D. TREE DELIVERY AND INSTALLATION SHALL BE COORDINATED SUCH THAT THEY ARE COMPLETED ON THE SAME DAY. SHOULD PLANTING BE UNAVOIDABLY DELAYED, CONTRACTORSHALL HEAL TREES IN AN UPRIGHT MANNER, OR A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT.E. UNDER NO CIRCUMSTANCES IS PLANT MATERIAL TO BE HANDLED BY STEM OR TRUNK. ALL TREES ARE TO BE HANDLED WITH FLEXIBLE STRAPS SECURED AROUND ROOTBALL.1.8 PROJECT CONDITIONSINCLUDE THE FOLLOWING PARAGRAPH FOR AN EXTENDED WARRANTY COVERING THE PRODUCTS SPECIFIED IN THIS SECTION. A ONE YEAR "CORRECTION AFTER COMPLETION" PERIOD IS INCLUDED INAIA DOCUMENT A201, HENCE A ONE YEAR WARRANTY IS NOT NECESSARY. NOTE ALSO THAT SPECIFYING EXTENDED WARRANTIES MAY LIMIT THE OWNER'S ABILITY TO COLLECT UNDER STATE ANDFEDERAL STATUTES INCLUDING THE UNIFORM COMMERCIAL CODE.A. UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. CONTRACTOR IS RESPONSIBLEFOR ANY DAMAGE TO UTILITIES AND OWNER'S PROPERTY. COORDINATE WITH ALL OTHER SITE CONTRACTORS. HAND EXCAVATE AS REQUIRED. MAINTAIN GRADE STAKES UNTILREMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED.B. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFYLANDSCAPE ARCHITECT BEFORE PLANTING.C. WORK CONTINUOUSLY ON THE SITE WITH EXCEPTION OF BAD WEATHER DELAYS UNTIL THE PROJECT IS COMPLETED. MAINTAIN RECORDS OF BAD WEATHER DAYS AND NOTIFYLANDSCAPE ARCHITECT AS THEY OCCUR.D. SCHEDULE: INSTALL TREES AND SHRUB PLANT MATERIAL BEFORE LAWN INSTALLATION HAS COMMENCED. CONTRACTOR TO COORDINATE WORK WITH ALL OTHER TRADESAS STATED IN GENERAL CONDITIONS.1.9 WARRANTYA. GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OFTHE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THECONTRACT DOCUMENTS.B. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDINGDEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ABNORMAL WEATHERCONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL.1. TREES.2. SHRUBS.C. ALL PLANT MATERIAL INSTALLED UNDER THE CONTRACT SHALL BE GUARANTEED TO REMAIN ALIVE AND IN HEALTHY VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER DATEOF WRITTEN SUBSTANTIAL COMPLETION OF PROJECT LANDSCAPE INSTALLATION. THE COST OF REPLACEMENTS IS AT THE CONTRACTOR'S EXPENSE. MATERIAL TO BE REPLACED WITHFIFTEEN (15) DAYS OF WRITTEN NOTICE BY OWNER OR LANDSCAPE ARCHITECT.D. WARRANTY SHALL NOT INCLUDE DAMAGE OR LOSS OF PLANTS DUE TO ACTS OF GOD, ACTS OF VANDALISM, OR NEGLIGENCE ON THE PART OF THE OWNER, AS DETERMINED BY THELANDSCAPE ARCHITECT.E. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASONF. REPLACE PLANTING MATERIALS THAT ARE MORE THAN 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. REPLACEMENTS SHALL BE IN ACCORDANCEWITH THE DRAWINGS AND SPECIFICATIONS AND SHALL BE GUARANTEED AS SET FORTH IN SECTIONS A AND B ABOVE.G. CONTRACTOR SHALL REMOVE ALL STAKING, GUYING AND WRAPPING MATERIALS AT THE END OF THE GUARANTEE PERIOD.1.10 TREE AND SHRUB MAINTENANCEA. MAINTAIN TREES AND SHRUBS BY PRUNING, CULTIVATING, WATERING, WEEDING, RESTORING MULCH SAUCERS, TIGHTENING AND REPAIRING STAKES AND GUY SUPPORTS, ANDRESETTING TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. SPRAY ONLY WITH APPROVED TREATMENTS PER THE OWNER'S IPMPLAN AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE AS DIRECTED BY LANDSCAPE ARCHITECT OR OWNER. CONTRACTOR SHALL SUBMIT A LIST ANDMANUFACTURER'S PRODUCT INFORMATION FOR ALL CHEMICALS TO BE USED ON SITE FOR OWNER APPROVE PRIOR TO ANY CHEMICAL APPLICATIONS. RESTORE OR REPLACE DAMAGEDTREE WRAPPINGS. MAINTAIN TREE AND SHRUBS FOR THE FOLLOWING PERIOD.B. MAINTENANCE PERIOD: MAINTAIN FOR 30 DAYS AFTER FINAL ACCEPTANCE FOR EACH PHASE OF WORK COMPLETED.PART 2 - PRODUCTS2.1 TREE AND SHRUB MATERIALA. GENERAL: FURNISH NURSERY GROWN TREES AND SHRUBS CONFORMING TO ANSI Z60.1, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDEWELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, ANDDISFIGUREMENT. PLANTS SHALL BE IN ACCORDANCE WITH THE TEXAS STATE DEPARTMENT OF AGRICULTURE'S REGULATION FOR NURSERY INSPECTIONS, RULES AND RATING. ALLPLANTS SHALL HAVE A NORMAL HABIT OF GROWTH AND SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED AND SYMMETRICAL. PLANTS SHALL BE SOUND, HEALTHY, ANDVIGOROUS. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO EXAMINE THE ROOTS OF ANY PLANT MATERIAL HE DETERMINES QUESTIONABLE. SAMPLES TO BE CHOSEN RANDOMLYAND SHALL BE AT THE CONTRACTOR'S EXPENSE.B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI Z60.1 FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BEUSED IF ACCEPTABLE TO LANDSCAPE ARCHITECT WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. THE MINIMUM ACCEPTABLE SIZE OF THE PLANTS WILL CORRESPONDWITH THAT OF NORMALLY EXPECTED FOR SPECIES AND VARIETIES OF COMMERCIALLY AVAILABLE NURSERY STOCK OR AS SPECIFIED IN THE PLANT LIST SHOWN ON THE DRAWINGS.PLANTS LARGER IN SIZE THAN SPECIFIED MAY BE USED WITH APPROVAL OF THE LANDSCAPE ARCHITECT, BUY THE USE F LARGER PLANTS WILL MAKE NO CHANGE IN THE CONTRACTPRICE. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS FOR EACH PLANT WILL BE INCREASED PROPORTIONATELY. (MATERIALS PLANTED INMASSES SHALL BE OF A UNIFORM SIZE).C. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE AND SUCH PLANTS WHETHER IN PLACE OR NOT, SHALL BE REJECTED ANDIMMEDIATELY REMOVED FROM THE SITE AND REPLACED WITH NEW PLANTS AT THE CONTRACTOR'S EXPENSE. THE PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE AND CONDITIONSSPECIFIED HEREIN OR AS SHOWN ON THE DRAWINGS. UNDER NO CONDITIONS WILL THERE BE ANY SUBSTITUTIONS OF PLANTS OR SIZES LISTED ON THE ACCOMPANYING PLANS,EXCEPT WITH THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.D. PRUNING: AT NO TIME SHALL TREES OR PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY AND ANY ALTERATION OF THEIR SHAPE SHALL BE CONDUCTED ONLYWITH THE APPROVAL AND WHEN IN THE PRESENCE OF THE LANDSCAPE ARCHITECT.E. PLANT MATERIAL SHALL BE TRUE TO BOTANICAL AND COMMON NAME AND VARIETY AS SPECIFIED ON THE DRAWINGS.2.2 SHADE AND ORNAMENTAL TREESA. SHADE TREES: SINGLE-STEM TREES (UNLESS OTHERWISE NOTED ON PLANS) WITH STRAIGHT TRUNK, WELL-BALANCED CROWN, AND INTACT LEADER, OF HEIGHT AND CALIPERINDICATED, CONFORMING TO ANSI Z60.1 FOR TYPE OF TREES REQUIRED.1. BRANCHING HEIGHT: 1/3 TO 1/2 OF TREE HEIGHT.2. NURSERY GROWN AND COLLECTED STOCK:a. ALL MATERIAL SHALL HAVE BEEN GROWN UNDER CLIMATIC AND SOIL CONDITIONS SIMILAR TO THOSE IN LOCALITY OF PROJECT.b. CONTAINER-GROWN STOCK IN VIGOROUS, HEALTHY CONDITION, NOT ROOT-BOUND OR WITH ROOT SYSTEM HARDENED OFF SHALL HAVE GROWN IN CONTAINER FROMSEEDLING.c. CONTAINERIZED STOCK IN VIGOROUS, HEALTHY CONDITION, NOT ROOT-BOUND OR WITH ROOT SYSTEM HARDENED OFF SHALL HAVE GROWN IN CONTAINER FOR AMINIMUM OF 8 MONTHS.d. USE ONLY LINER STOCK PLANT MATERIAL WHICH IS WELL ESTABLISHED IN REMOVABLE CONTAINERS OR FORMED HOMOGENEOUS SOIL SECTIONS.e. ALL MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE CALLED OUT ON PLANS.3. ALL BALLED AND BURLAPPED TREES SHALL HAVE FIRM, NATURAL ROOT BALLS OR SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERYAND ESTABLISHMENT OF THE PLANT. CRACKED OR SOFT ROOTBALLS WILL BE UNACCEPTABLE. BALL SIZE SHALL CONFORM WITH THE LATEST EDITION OF THE AMERICAN STANDARD FORNURSERY STOCK. B&B MATERIALS SHALL BE FIRMLY WRAPPED WITH 100% ORGANIC BURLAP.4.SPECIMEN STOCK: WHEN SPECIFIED ON THE PLANT LIST, SPECIMEN SHALL MEAN EXCEPTIONALLY FULLY DEVELOPED, BUSHY, AND HEAVILY BRANCHED PLANT THAT HAVE BEEN GROWNINDIVIDUALLY IN THE NURSERY. THEY SHALL SURPASS THE NORMAL STANDARD FOR NURSERY STOCK IN THEIR DENSITY AND MATURITY, AND SHALL FORM A SYMMETRICAL, TIGHTLY KNITPLANT OR PICTURESQUE CHARACTERISTIC IF INDICATED.5.STANDARD GRADE: WHEN SPECIIED ON THE PLANT LIST, STANDARD GRADE SHALL MEAN PLANTS WITH A STRAIGHT SINGLE LEADER, HEALTHY GREEN LEAVES, FULL CANOPY AND CLEARTRUNK TO 4'-0. TREES SHOULD BE WELL ROOTED, BUT NOT ROOT BOUND.6.PARK GRADE: WHEN SPECIFIED ON THE PLANT LIST, PARK GRADE SHALL MEAN PLANTS THAT EXHIBIT CHARACTERISTICS OF NATURALLY GROWING, HEALTHY TREES. PLANTS CAN HAVECROOKED OR LEANING TRUNKS, LOW CROTCHES OR ASYMMETRICAL GROWTH, BUT STILL BE HEALTHY, VIABLE PLANTS. THIS DOES NOT ALLOW FOR DAMAGED TRUNKS, BROKEN BRANCHESOR DAMAGED ROOT BALLS.B. ORNAMENTAL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR PRUNED NATURALLY ACCORDING TO SPECIES AND TYPE, AND WITH RELATIONSHIP OF CALIPER, HEIGHT,AND BRANCHING RECOMMENDED BY ANSI Z60.1, AND STEM FORM AS FOLLOWS:1. FORM: MULTITRUNK, WITH 3 - 5 CANES.C. PROVIDE BALLED AND BURLAPPED TREES AND/OR CONTAINER GROWN TREES AS REQUIRED ON PLANTING PLANS.2.3 PLANTSA. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS AND WITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERSREQUIRED BY ANSI Z60.1 FOR THE POT SIZE INDICATED.2.4 IMPORT BACKFILL FOR BERMSA. CONTRACTOR TO SUPPLY HIGH QUALITY, SELECT IMPORTED BACKFILL FROM LOCAL APPROVED SOURCE (UNLESS APPROVED FILL FROM OWNER'S STOCKPILE IS NOTED ON DRAWINGS).BACKFILL TO BE REASONABLY FREE FROM CLAY LUMPS, COARSE SANDS, STONES, ROOTS, AND OTHER FOREIGN MATTER. THERE SHALL BE NO TOXIC AMOUNTS OF ACID OR ALKALINEELEMENTS. SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL.2.5 PLANTING SOILA. PREPARED PLANTING BED MIX: BED MIX DARK FROM ORGANICS BY GOSH. PHONE 512-276-1211. CONTRACTOR TO NOTIFY SUPPLIER OF THE PROJECT LOCATION, SO THAT THE MIXCAN BE ADJUSTED SLIGHTLY TO ACCOMMODATE EXISTING PROJECT SOIL TYPES.B. PREPARED CONTAINER PLANTING MIX: BED MIX DARK FROM ORGANICS BY GOSH. PHONE 512-276-12112.6 MULCHESA. ORGANIC MULCH: THE MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF THE FOLLOWING.1. TYPE: SHREDDED HARDWOOD MULCH2.7 STAKES AND GUYSA. STAKES: 6'-0 HEIGHT METAL T STAKES, DARK GREEN IN COLOR APPROVED BY LANDSCAPE ARCHITECT.B. TIE CABLE: 12 GAUGE WIRE.C. HOSE CHAFING GUARD: REINFORCED RUBBER OR PLASTIC HOSE AT LEAST 1/2 INCH IN DIAMETER, BLACK CUT TO LENGTHS REQUIRED TO PROTECT TREE TRUNKS FROM DAMAGE.2.8 LANDSCAPE BED EDGINGA. IF SPECIFIED ON PLANS, STEEL EDGING TO BE: PERMALOC, "CLENALINE XL", 3/16 THICK, 5 DEEP, MILL FINISH NATURAL ALUMINUM. PHONE 616-399-9600.2.9 TREE PAINT / SEALERA. SPECTRACIDE, PRUNING SEALER, OR APPROVED EQUAL.2.10 WATERA. FURNISHED BY OWNER; TRANSPORT AS REQUIRED.PART 3 - EXECUTION3.1 EXAMINATIONA. OBTAIN OWNER'S CERTIFICATIONS THAT ROUGH GRADES TO PLUS OR MINUS 0.10' HAVE BEEN ESTABLISHED PRIOR TO COMMENCING PLANTING OPERATIONS. PROVIDE FOR INCLUSIONOF ALL AMENDMENTS, SETTLING, ETC. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SHAPING AND FINE GRADING ALL PLANTING AREAS AS INDICATED ON PLANS OR ASDIRECTED BY LANDSCAPE ARCHITECT.B. VERIFY LOCATION OF ALL UTILITIES PRIOR TO PIT EXCAVATION AND GRADING. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND OWNER'S PROPERTY. COORDINATEWITH ALL OTHER SITE CONTRACTORS.C. PERFORM A PERCOLATION TEST ON THE SUBGRADE AT THE BOTTOM OF THE EXCAVATED PLANTING BEDS. A ONE (1) INCH PERCOLATION RATE PER HOUR IS REQUIRED PRIOR TOINSTALLATION OF PLANTING BED MIX. FOR EXAMPLE, IF A PLANTING BED IS EXCAVATED AT A TWELVE (12) INCH DEPTH, THE BED SHOULD BE FILLED WITH WATER, AND AFTERTWELVE HOURS, ALL THE WATER SHOULD BE GONE. TESTING SHOULD BE PERFORMED IN MULTIPLE LOCATIONS ON THE SITE AND SUBMITTED ON A PLAN TO BE APPROVED BY THELANDSCAPE ARCHITECT. CONTRACTOR TO NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO STARTING THE TEST. THE LANDSCAPE ARCHITECT MAY CHOOSE TO VISIT THE SITE AT THEBEGINNING AND AT THE CONCLUSION OF THE TESTING. CONTRACTOR TO SUBMIT A REPORT ON THE RESULTS OF THE TESTING. IF THE SPECIFIED PERCOLATION RATE IS NOTACHIEVED, THE CONTRACTOR WILL NEED TO PERFORM SOIL RIPPING AS SPECIFIED IN SPECIFICATION TURF AND GRASSES 32 9300, SECTION 3.2.E.D. INSPECT TREES AND SHRUBS FOR INQUIRY, INSECT INFESTATION AND TREES AND SHRUBS FOR IMPROPER PRUNING. DO NOT BEGIN PLANTING OF TREES UNTIL DEFICIENCIES ARECORRECTED OR PLANTS REPLACED.E. QUANTITIES SHOWN ON PLANS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF DISCREPANCY BETWEEN THE PLANT LIST AND THE PLANS, THE PLANS SHALL GOVERN.THE CONTRACTOR IS ALSO RESPONSIBLE FOR DETERMINING THE QUANTITIES NEEDED TO COMPLETE THE INSTALLATION TO THE FULL EXTENT DIMENSIONED ON THE DRAWINGS.3.2 PREPARATIONA. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS, AND SECURE OWNER/LANDSCAPE ARCHITECT'SACCEPTANCE BEFORE THE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED.B. PLANTING MIX FOR ALL SHRUB BEDS AS INDICATED ON THE PLANS AND TREE BACKFILLING TO CONSIST OF THE PREPARED PLANTING BED MIX.C. CONTRACTOR TO PROVIDE 48 HOURS NOTICE TO LANDSCAPE ARCHITECT PRIOR TO MIXING OF ANY SOIL ON SITE FOR APPROVAL OF MIXED SOIL.D. IF SOILS ARE MIXED OFF SITE, CONTRACTOR SHALL SUBMIT LOCATION OF PRE-MIX AND MIX ANALYSIS FOR LANDSCAPE ARCHITECT.3.3 EXCAVATION FOR TREES AND SHRUBSA. LAYOUT OF MAJOR PLANTINGS: TREE LOCATIONS AND OUTLINES OF PLANTING BEDS SHALL BE MARKED ON THE GROUND BY THE CONTRACTOR BEFORE ANY PLANT PITS ARE DUG.ALL SUCH LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. IF UNDERGROUND CONSTRUCTION OR UTILITY LINE IS ENCOUNTERED IN THE EXCAVATION OF PLANTINGAREAS, OTHER LOCATION FOR PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT.B. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASSIST DRAINAGE. FOR ALL TREE EXCAVATION, ROUGHENGLAZED SURFACE ON SIDES AND BOTTOM OF THE EXCAVATION HOLES BY USE OF HAND TOOLS.1.CONTINUOUS PLANTING BEDS FOR SHRUBS AND GROUNDCOVERS, DEPTH OF EXCAVATION*:a. 4 POTS - 8 INCHES BELOW MULCH LAYERb. ONE GALLON SHRUBS - 12 INCHES BELOW MULCH LAYERc. FIVE GALLON SHRUBS - 16 INCHES BELOW MULCH LAYER*IF THE MAJORITY OF THE PLANTING BED IS FIVE GALLON SHRUBS, THE ENTIRE BED SHOULD BE EXCAVATED 16 INCHES BELOW MULCH LAYER.2. TREES AND SHRUB PIT DIMENSIONSa. DEPTH: HEIGHT OF THE ROOTBALL (VERTICAL SIDES)b. WIDTH: 3 TIMES THE WIDTH (DIAMETER) OF THE ROOTBALL3. ALL EXCESS SOIL EXCAVATED FROM BEDS TO BE HAULED OFF AND DISPOSED OF IN A LAWFUL MANNER OFFSITE UNLESS BY WRITTEN CONSENT, THE LANDSCAPE ARCHITECT DIRECTS THECONTRACTOR TO SUPPLEMENT LAWN AREA WITH APPROVED EXCAVATED SOIL.4. CONTRACTOR SHALL FRACTURE AND BREAK ROCK OR CLAY IF ENCOUNTERED IN EXCAVATION AND PERFORM A DRAINAGE TEST. THE TREE, SHRUB OR PLANTING PITS SHALL BE FILLED WITHWATER AND SHALL DRAIN COMPLETELY WITHIN A 24 HOURS PERIOD TO BE ACCEPTABLE FOR PLANTING. NOTIFY LANDSCAPE ARCHITECT UPON SUCH OCCURRENCES.5. CONTRACTOR TO SCARIFY AND ROUGHEN BOTTOM AND SIDES OF PIT TO ENSURE THAT GLAZING OF CLAY PIT DOES NOT OCCUR. CONTRACTOR TO BE RESPONSIBLE TO PROVIDE ADEQUATEDRAINAGE THROUGH SHRUB BEDS TO PREVENT WATERLOGGING OF PLANTS.3.4 PLANTING TREES AND SHRUBSA. PLANTING OF TREES AND SHRUBS:1. PROTECT ALL AREAS FROM EXCESSIVE COMPACTION WHEN TRUCKING PLANTS OR OTHER MATERIAL TO THE PLANTING SITE. PROTECT EXISTING SITE AMENITIES DURING LANDSCAPEOPERATIONS.2. REMOVAL OF CONTAINERS:a. REMOVE BOTTOM OF PLANT BOXES BEFORE PLANTING. REMOVE SIDES OF BOX WITHOUT DAMAGE TO ROOT BALL AFTER POSITIONING PLANT AND PARTIALLYBACKFILLING.b. REMOVE TOP 1/3 OR BURLAP FROM BALLED AND BURLAPPED MATERIALS AFTER SETTING PLANT.c. REMOVE ALL PLASTIC FABRICS, CONTAINERS, ROPES, AND WIRES FROM SHRUBS AND TREE CANOPIES.B. ALL PLANTS SHALL BE SET UPRIGHT AND PLUMB IN CENTER OF HOLE. PLANTS OR TREES IN FORMAL PLANTINGS SHALL BE LAID OUT ACCORDING TO THE DIMENSIONS ON PLANS.PLANTS SHALL BE SET TO GIVE BEST APPEARANCE. ALL PLANTS SHALL SET LEVEL WITH FINISHED GRADE UPON COMPLETION OF PLANTING OPERATIONS. ADJUST TREE AND SHRUBELEVATIONS SHOULD SETTLING OCCUR.C. SET BALLED AND BURLAPPED STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL RAISED ABOVE ADJACENT FINISH GRADES AS INDICATED.1. PLACE STOCK ON SETTING LAYER OF COMPACTED PLANTING SOIL2. REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF BALLS AND PARTIALLY FROM SIDES, BUT DO NOT REMOVE FROM UNDER BALLS. REMOVE PALLETS, IF ANY BEFORE SEEING. DO NOT USEPLANTING STOCK IF BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION.3. BACKFILL WITH PLANTING MIX AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 1/2 BACKFILLED, WATERTHOROUGHLY BEFORE PLACING REMAINDER OF PLANTING MIX. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER OF PLANTINGMIX.D. SET CONTAINER-GROWN STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL RAISED ABOVE ADJACENT FINISH GRADES AS INDICATED.1. CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS.2. PLACE STOCK ON SETTING LAYER OF COMPACTED PLANTING SOIL3. BACKFILL WITH PLANTING MIX AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 1/2 BACKFILLED, WATERTHOROUGHLY BEFORE PLACING REMAINDER OF PLANTING MIX. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER OF PLANTINGMIX.E. PLANTS SHALL BE INSTALLED IN STRAIGHT ROWS AND EVENLY SPACED TO FILL BED, UNLESS OTHERWISE NOTED, AND AT INTERVALS CALLED OUT IN THE DRAWING. TRIANGULARSPACING SHALL BE USED UNLESS OTHERWISE NOTED ON THE DRAWINGS.F. DISH AND TAMP TOP OF BACKFILL TO FORM A 4-INCH HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT COVER TOP OF ROOT BALL WITH PLANTING MIX.G. AFTER INSTALLATION OF ALL SHRUBS, GROUNDCOVER AND ANNUALS, PLANTINGS SHALL BE WATERED THOROUGHLY. ANY SETTLING OF PLANTS OR FINISHED GRADE THAT OCCURSSHALL BE REPAIRED PRIOR TO INSTALLATION OF MULCH. FINISHED GRADE OF PLANTING BEDS TO BE ½ BELOW FINISHED GRADE OF ADJACENT PAVEMENT OR CURB.3.5 TREE AND SHRUB PRUNINGA. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ONLY AS DIRECTED BY OWNER/LANDSCAPE ARCHITECT. APPLY TREE PAINT AS DIRECT BY OWNER/LANDSCAPE ARCHITECT.3.6 TREE STAKINGA. STAKING: STAKE ALL TREES ACCORDING TO DETAIL. USE 2 STAKES FOR TREES LESS THAN 4 INCH CALIPER. USE 3 STAKES FOR TREES 4 CALIPER OR GREATER. USE STAKES OFLENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 60 INCHES ABOVE GRADE. SET VERTICAL STAKES ANDSPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORT TREES WITH 2 STRANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WITH TREE TRUNK. ALLOWENOUGH SLACK TO AVOID RIGID RESTRAINT OF TREE.3.7 MULCHINGA. MULCH BACKFILLED SURFACES OF TREE PITS AND ALL SHRUB AND OTHER PLANT AREAS AT A THREE (3) INCH DEPTH.3.8 INSTALLATION OF EDGINGSA. STEEL EDGING: ALL PLANTING BED AREAS TO BE SEPARATED FROM ADJACENT GRASS AREAS WITH STEEL EDGING.3.9 CLEANUP AND PROTECTIONA. DURING INSTALLATION, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION.B. PROTECT LANDSCAPING FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURINGINSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED.3.10 DISPOSAL OF SURPLUS AND WASTE MATERIALSA. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF THE OWNER'SPROPERTY.3.11 ACCEPTANCEA. THE LANDSCAPE WILL BE REVIEWED PROVIDED ALL WORK IS IN COMPLIANCE WITH THE SPECIFICATIONS AND DRAWINGS AND AL PLANTS ARE IN HEALTHY, VIGOROUS CONDITION.INSPECTION TO DETERMINE SUBSTANTIAL COMPLETION OF PLANTED AREAS WILL BE MADE BY LANDSCAPE ARCHITECT UPON CONTRACTOR'S REQUEST.B. SUBSTANTIAL COMPLETION WILL BE GRANTED WHEN ALL PLANT MATERIAL HAS BEEN INSTALLED AND COMPLETED AND CLEAN UP ON SITE HAS OCCURRED.C. FINAL ACCEPTANCE WILL BE GRANTED WHEN:1. ALL TREES PLANTED ON SITE THAT ARE DEEMED UNACCEPTABLE HAVE BEEN REPLACED AND A FRESH LAYER OF MULCH HAS BEEN INSTALLED IN ALL TREE RINGS.2. ALL SHRUBS AND GROUNDCOVERS PLANTED ON SITE THAT ARE DEEMED UNACCEPTABLE HAVE BEEN REPLACED AND A FRESH LAYER OF MULCH HAS BEEN INSTALLED IN ALL BED AREAS.3. ALL ITEMS LISTED ON PUNCH LISTS AND FIELD REPORTS HAVE BEEN COMPLETED.3.12 OBSERVATION SCHEDULEA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT IN ADVANCE FOR THE FOLLOWING SITE VISITS, ACCORDING TO THE TIME INDICATED:1. PRE-JOB CONFERENCE - 7 DAYS2. FINAL GRADE REVIEW - 48 HOURS3. PLANT MATERIAL REVIEW - 48 HOURS4. PLANT LAYOUT REVIEW - 48 HOURS5. SOIL PREPARATION AND PLANTING OPERATIONS. ONE TREE WITH EACH TYPE OF SPECIFIED STAKING SHALL BE APPROVED PRIOR TO PLANTING OF TREES - 48 HOURS6. SUBSTANTIAL COMPLETION/PRE-MAINTENANCE - 7 DAYS7. FINAL WALK-THROUGH - 7 DAYSB. WHEN OBSERVATIONS ARE CONDUCTED BY SOMEONE OTHER THAN THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL SHOW EVIDENCE IN WRITING OF WHEN AND BY WHOM THESEOBSERVATIONS WERE MADE.C. NO SITE VISITS SHALL COMMENCE WITHOUT ALL ITEMS NOTED IN PREVIOUS OBSERVATION REPORTS EITHER COMPLETED OR REMEDIED UNLESS SUCH COMPLIANCE HAS BEEN WAIVED BYTHE OWNER. FAILURE TO ACCOMPLISH PUNCH LIST TASKS OR PREPARE ADEQUATELY FOR DESIRED INSPECTIONS SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR REIMBURSING THELANDSCAPE ARCHITECT AT HIS CURRENT BILLING RATES PER HOUR (PLUS TRANSPORTATION COSTS). NO FURTHER INSPECTIONS SHALL BE SCHEDULED UNTIL THIS CHARGE HAS BEENPAID AND RECEIVED.3.13 EXPIRATION OF GUARANTEE PERIODA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER 30 DAYS PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD. THE CONTRACTOR SHALL COORDINATE AMEETING AT SUCH TIME WITH THE OWNER AND LANDSCAPE ARCHITECT TO INSPECT ALL PLANT MATERIAL FOR ITS HEALTH. ALL PLANT MATERIAL DEEMED DEAD OR UNHEALTHY IS TOBE REPLACED AT THE CONTRACTOR'S EXPENSE AND SHALL BE GUARANTEED FOR A TIME PERIOD OF ONE YEAR FROM THE DATE OF THE SUBSTANTIAL COMPLETION. CONTRACTORSHALL REMOVE ALL STAKING, GUYING AND WRAPPING MATERIALS AT THE END OF THE WARRANTY PERIOD.END OF LANDSCAPE PLANTING SPECIFICATIONSEnclosure 1 - Page 22Exhibit C DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.517Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133ORTURF AND GRASS SPECIFICATIONSPART 1 - GENERAL1.1 RELATED DOCUMENTSA.DRAWING AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATIONS SECTIONS, APPLY TO THIS SECTION.1.2 SUMMARYA.FURNISH ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY TO PROVIDE ALL LANDSCAPE PLANTING, COMPLETE IN PLACE, AS SHOWN AND SPECIFIED. THIS SECTION INCLUDESTHE FOLLOWING.1. GRASS SEED2. GRASS SOD3. TOPSOIL AND SOIL AMENDMENTSB.RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION:1. WORK SPECIFIED IN THIS SECTION: INSTALLATION OF ANY LANDSCAPE MATERIAL2. RELATED WORK SPECIFIED IN OTHER SECTIONS:a. IRRIGATIONb. PLANTING1.3 SCOPELIMITING SUBMITTALS TO ONLY THOSE ACTUALLY REQUIRED HELPS TO MINIMIZE LIABILITY ARISING FROM THE REVIEW OF SUBMITTALS. MINIMIZE SUBMITTALS ON SMALLER, LESS COMPLEX PRODUCTS.INCLUDE THE FOLLOWING FOR SUBMISSION OF SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR THE ARCHITECT'S REVIEW.A.PROVIDE ALL MATERIALS, LABOR, EQUIPMENT AND SERVICES REQUIRED FOR THE EXECUTION OF ALL GRASS AND RELATED WORK AS SHOWN ON THE DRAWINGS AND NOTED HEREIN.1.4 APPLICABLE STANDARDSA.TEXAS SEED LAWB.AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE: 1942 EDITION OF STANDARDIZED PLANT NAMES.1.5 SUBMITTALSA.PRIOR TO INITIATING ALL WORK, CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH THE FOLLOWING SAMPLES:1. SOIL ANALYSIS/TEST AND SOIL AMENDMENTS AS DETERMINED BY THE TESTING.2. SOIL COMPACTION SAMPLE/TEST3. 1 LB. OF TURF TOPSOIL MIX, IN A LABELED GALLON SIZED BAG OR SEALABLE BUCKET.4. GRASS SEED SPECIES AND APPLICATION RATE.5. SOD GROWER'S CERTIFICATION OF GRASS SPECIES AND LOCATION OF SOURCES.6. SUBGRADE PREPARATION METHOD INCLUDING EQUIPMENT TYPE.1.6 QUALITY ASSURANCEA.SOURCE QUALITY CONTROL:1. SUBMIT DOCUMENTATION TO LANDSCAPE ARCHITECT WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT THAT ALL GRASS MATERIAL IS AVAILABLE AND HAS BEENPURCHASED OR RESERVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL LISTED ON PLANT LIST. ANY AND ALL SUBSTITUTIONS DUE TO UNAVAILABILITY MUST BEREQUESTED IN WRITING PRIOR TO CONFIRMATION OF ORDERING. ALL MATERIALS SHALL BE SUBJECT TO INSPECTION BY LANDSCAPE ARCHITECT AT ANY TIME AFTERCONFIRMATION OF ORDERING.2. EVERY SHIPMENT OF TURFGRASS SOD SHALL BE ACCOMPANIED BY AN INVOICE/SALES SLIP INDICATING THE VARIETY, SPECIES AND QUALITY GRADE OF THE SHIPMENT.a. PREMIUM GRADE: TURFGRASS SOD SHALL CONTAIN ONLY THE SPECIES AND VARIETY OF TURFGRASS SHOWN ON THE INVOICE/SALES SLIP, AND CONTAIN NO WEEDS ORFOREIGN GRASSES (I.E., NO OTHER VARIETIES OR SPECIES). IT MAY HAVE NO VISIBLE SIGNS OF DISEASE OR INSECT STRESS. THE TURFGRASS, SOD SHALL BE NEATLYMOWED AND BE MATURE ENOUGH THAT WHEN GRASPED AT ONE END, IT CAN BE PICKED UP AND HANDLED WITHOUT DAMAGE.b. STANDARD GRADE: TURFGRASS SOD MAY HAVE NO VISIBLE BROADLEAF WEEDS WHEN VIEWED FROM A STANDING POSITION AND THE TURF SHALL BE VISIBLY CONSISTENT,WITH NO OBVIOUS PATCHES OF FOREIGN GRASSES. IN NO CASE MAY THE TOTAL AMOUNT OF FOREIGN GRASSES OR WEEDS EXCEED TWO PERCENT OF THE TOTALCANOPY. THE TURFGRASS SOD SHALL BE NEATLY MOWED AND BE MATURE ENOUGH THAT WHEN GRASPED AT ONE END IT CAN BE PICKED UP AND HANDLED WITHOUTDAMAGE.c. COMMERCIAL GRADE: TURFGRASS SOD SHALL BE ANY MATERIAL THAT FAILS TO MEET THE STANDARD GRADE SPECIFICATIONS.3. GRASS MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OF OWNER AND LANDSCAPE ARCHITECT AT PLACE OF GROWTH OR UPON DELIVERY FOR CONFORMITY TOSPECIFICATIONS. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. INSPECTION OF PLANT MATERIAL BY THELANDSCAPE ARCHITECT IS FOR DESIGN INTENT ONLY AND DOES NOT CONSTITUTE THE LANDSCAPE ARCHITECT'S APPROVAL OF THE PLANT MATERIALS IN REGARDS TO THEIRHEALTH AND VIGOR AS SPECIFIED IN SECTION 2. THE HEALTH AND VIGOR OF THE PLANT MATERIAL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.4. THE CONTRACTOR SHALL SUBMIT SAMPLES AND/OR SPECIFICATIONS OF ANY ITEM BEING USED ON SITE UPON THE REQUEST OF THE LANDSCAPE ARCHITECT.B.INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WITH FIVE YEARS OF EXPERIENCE WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENTTO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT.1. INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING IS INPROGRESS.C.PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF TREES AND SHRUBS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 AMERICAN STANDARD FORNURSERY STOCK.1.7 DELIVERY, STORAGE, AND HANDLINGA.PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN ORIGINAL UNOPENED CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROMDETERIORATION DURING DELIVERY AND WHILE STORED AT SITE. THE CONTRACTOR SHALL FURNISH THE LANDSCAPE ARCHITECT WITH COPIES OF ALL RECEIPTS FOR ALL MATERIALSAND AMENDMENTS SPECIFIED IN THIS SECTION.B.TURFGRASS SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED/TRANSPLANTED WITHIN A PERIOD OF 24 HOURS, UNLESS A SUITABLE PRESERVATION METHOD IS APPROVED PRIOR TODELIVERY. TURFGRASS SOD NOT TRANSPLANTED WITHIN THIS PERIOD SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.C.THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT SEVEN (7) DAYS IN ADVANCE OF DELIVERY OF ALL GRASS MATERIALS AND SHALL SUBMIT AN ITEMIZED LIST OF THE MATERIALSIN EACH DELIVERY. DELIVER GRASS SEED OR SOD AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN 6HOURS AFTER DELIVERY TO PREVENT DAMAGE TO ROOT SYSTEMS.1. WATER ROOT SYSTEMS OF GRASS SOD STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION.1.8 PROJECT CONDITIONSINCLUDE THE FOLLOWING PARAGRAPH FOR AN EXTENDED WARRANTY COVERING THE PRODUCTS SPECIFIED IN THIS SECTION. A ONE YEAR "CORRECTION AFTER COMPLETION" PERIOD IS INCLUDED INAIA DOCUMENT A201, HENCE A ONE YEAR WARRANTY IS NOT NECESSARY. NOTE ALSO THAT SPECIFYING EXTENDED WARRANTIES MAY LIMIT THE OWNER'S ABILITY TO COLLECT UNDER STATE ANDFEDERAL STATUTES INCLUDING THE UNIFORM COMMERCIAL CODE.A.UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. CONTRACTOR IS RESPONSIBLE FOR ANYDAMAGE TO UTILITIES AND OWNER'S PROPERTY. COORDINATE WITH ALL OTHER SITE CONTRACTORS. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES UNTIL REMOVAL ISMUTUALLY AGREED UPON BY PARTIES CONCERNED.B.EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPEARCHITECT AS THEY OCCUR.C.WORK CONTINUOUSLY ON THE SITE WITH EXCEPTION OF BAD WEATHER DELAYS UNTIL THE PROJECT IS COMPLETED. MAINTAIN RECORDS OF BAD WEATHER DAYS AND NOTIFY LANDSCAPEARCHITECT AS THEY OCCUR.D.SCHEDULE: CONTRACTOR TO COORDINATE WORK WITH ALL OTHER TRADES AS STATED IN GENERAL CONDITIONS.1.9 WARRANTYA.GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THECONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACTDOCUMENTS.B.SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECT INCLUDING DEATHAND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ABNORMAL WEATHER CONDITIONSUNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL.1. SODDED LAWNS2. SEEDED LAWNSC.ALL PLANT MATERIAL INSTALLED UNDER THE CONTRACT SHALL BE GUARANTEED TO REMAIN ALIVE AND IN HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER DATE OFWRITTEN SUBSTANTIAL COMPLETION OF PROJECT LANDSCAPE INSTALLATION. THE COST OF REPLACEMENTS IS AT THE CONTRACTOR'S EXPENSE. MATERIAL TO BE REPLACED WITHINFIFTEEN (15) DAYS OF WRITTEN NOTICE BY OWNER OR LANDSCAPE ARCHITECT.D.WARRANTY SHALL NOT INCLUDE DAMAGE OR LOSS OF PLANTS DUE TO ACTS OF GOD, ACTS OF VANDALISM, OR NEGLIGENCE ON THE PART OF THE OWNER, AS DETERMINED BY THELANDSCAPE ARCHITECT.E.REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON.F.REPLACE PLANTING MATERIALS THAT ARE MORE THAN 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. REPLACEMENTS SHALL BE IN ACCORDANCE WITHTHE DRAWINGS AND SPECIFICATIONS AND SHALL BE GUARANTEED AS SET FORTH IN SECTIONS A AND B ABOVE.1.10 GRASS AREA MAINTENANCEA.BEGIN MAINTENANCE OF GRASS AREAS IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL ACCEPTABLE GRASS IS ESTABLISHED, BUT FOR NOT LESS THAN THE FOLLOWINGPERIODS:1. MAINTENANCE PERIOD: 30 DAYS AFTER WRITTEN FINAL ACCEPTANCE (FOR EACH PHASE OF WORK COMPLETED.)B.MAINTAIN AND ESTABLISH LAWNS BY WATERING, FERTILIZING WEEDING MOWING, TRIMMING, REPLANTING, AND OTHER OPERATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. ROLL,RE-GRADE, AND REPLANT BARE OR ERODED AREAS TO PRODUCE A UNIFORMLY SMOOTH LAWN. THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE TURF GRASS SOD IS FIRMLYROOTED AND SECURELY IN PLACEC.WATERING: PROVIDE AND MAINTAIN TEMPORARY PIPING, HOSES AND LAWN WATERING EQUIPMENT TO CONVEY WATER FROM SOURCES.PART 2 - PRODUCTS2.1 GRASSA.ALL SEED MUST MEET THE REQUIREMENTS OF THE TEXAS SEED LAW INCLUDING THE LABELING REQUIREMENTS FOR SHOWING PURE LIVE SEED (PLS), NAME AND TYPE OF SEED. SEEDFURNISHED SHALL BE OF THE PREVIOUS SEASON'S CROP AND THE DATE OF ANALYSIS SHOWN ON EACH BAG SHALL BE WITHIN NINE MONTHS OF THE TIME DELIVERY TO THE PROJECT.EACH VARIETY OF SEE SHALL BE FURNISHED AND DELIVERED IN SEPARATE BAGS OR CONTAINERS. A SAMPLE OF EACH VARIETY OF SEED SHALL BE FURNISHED FOR ANALYSIS ANDTESTING WHEN DIRECTED BY THE ENGINEER. THE AMOUNT AND TYPE OF SEED PLANTED SHALL BE AS FOLLOWS:B.TURF GRASS SEED:GRASS SEED SHALL BE FROM CENTRAL TEXAS GENETIC STOCK GROWN IN TEXAS MEETING ALL REQUIREMENTS OF THE TEXAS STATE SEED LAW. PROVIDE SEED OF GRASS SPECIES ANDVARIETIES, PROPORTIONS BY WEIGHT, AND MINIMUM PERCENTAGES OF PURITY, GERMINATION AND MAXIMUM PERCENTAGE OF WEED SEED AS INDICATED BELOW. CONTRACTOR SHALLSUPPLY SEED TO THE SITE IN ORIGINAL UNOPENED BAGS UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. SEED RATES SPECIFIED ARE FOR PURE LIVE SEED (PLS) ASSPECIFIED BY GERMINATION AND SEED TESTS.1. SPECIES: COMMON BERMUDA, CYNODON DACTYLON2. SPECIES: COOL SEASON COVER CROP2.1. WHEAT - TRITICUM AESTIVUM2.2. OATS - AVENA STIVA2.3. CEREAL RYE GRAIN - SECALE CEREALE3. GRASS SEED SCHEDULE:MARCH 1 - SEPTEMBER 15 SHALL BE COMMON BERMUDASEPTEMBER 15 - MARCH 1: NO BERMUDA SEED CAN BE INSTALLED; SOD MUST BE INSTALLED DURING THESE DATES. COOL SEASON COVER CROP SUCH AS RYE, MAY BE INSTALLED DURING THIS TIME. INCLUDE PRICE TO RETURN TO THE SITE, SCALP AND RESEED WITH BERMUDA AFTER MARCH 15.C.SOD: CERTIFIED TURFGRASS SOD COMPLYING WITH TURFGRASS PRODUCERS INTERNATIONAL (TPI) SPECIFICATIONS FOR MACHINE-CUT THICKNESS, SIZE, STRENGTH, MOISTURE CONTENT,AND MOWED HEIGHT, AND FREE OF WEEDS AND UNDESIRABLE GRASSES. PROVIDE VIABLE SOD OF UNIFORM DENSITY, COLOR, AND TEXTURE OF THE FOLLOWING TURFGRASS SPECIES,STRONGLY ROOTED, AND CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED.1. SPECIES: REFERENCE PLANT LIST2.2 HYDRO-SEEDING FIBER MULCHA.HYDRO-MULCH AS MANUFACTURED BY GREEN VELVET SOD FARMS, PHONE 614-396-7247. PRODUCT TO BE "MAT-BLEND PLUS WITH TACKIFIER", OR APPROVAL EQUAL.B.THE HYDRO-MULCH SHALL BE COMPOSED OF WOOD CELLULOSE FIBER AND CONTAIN NO GERMINATION OR GROWTH-INHIBITING FACTORS.2.3 TOPSOILA.THE PREFERRED TOPSOIL IS A BLEND OF THE ON-SITE EXISTING TOPSOIL THAT HAS BEEN REMOVED AND STOCKPILED AND COMPOST (SEE 1 BELOW). IF THE QUANTITY OF EXISTING TOPSOILIS NOT SUFFICIENT OR IF THERE IS NONE AVAILABLE, THEN IMPORT TOPSOIL MUST BE PROVIDED IN LIEU OF EXISTING (SEE 2 BELOW).1. PREPARED TOPSOIL MIX: 80% ON-SITE EXISTING STOCKPILED TOPSOIL AND 20% COMPOST. EXISTING STOCKPILED TOPSOIL: THE FIRST SIX (6) INCHES OF TOPSOIL THAT ISREMOVED DURING EXCAVATION IS TO BE STOCKPILED, CLEANED AND USED FOR TOPSOIL IN SPECIFIED PLANTING AREAS.a. REMOVE ALL FOREIGN DEBRIS FROM SOIL WHICH INCLUDES, BUT IS NOT LIMITED TO, TREE STUMPS, BRANCHES, TRUNKS, ROCKS, BOULDERS AND TRASH. REMOVE ALLROCKS LARGER THAN SIX (6) INCHES IN LENGTH OR WIDTH.b. TOPSOIL IS TO BE STOCKPILED IN A LOCATION SHOWN ON CIVIL ENGINEERING PLANS.c. CONTRACTOR IS TO PROVIDE SOIL ANALYSIS OF STOCKPILED SOIL FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL PRIOR TO USE. ADDITIONAL AMENDMENTS MAY BEREQUIRED TO ADD INTO THE TOPSOIL UPON REVIEW OF THE SOIL ANALYSIS.d. FAILURE TO REMOVE, CLEAN AND STOCKPILE TOPSOIL PER SPECIFICATIONS WILL RESULT IN THE CONTRACTOR HAULING OFF THE STOCKPILE AND PROVIDING IMPORTTOPSOIL AT THEIR EXPENSE.2) COMPOST: COMPOST FROM ORGANICS BY GOSH. PHONE 512-276-1211.2. CONTRACTOR TO PROVIDE ALTERNATE PRICING DURING BIDDING PROCESS FOR INSTALLING BED MIX LITE FROM ORGANICS BY GOSH (PHONE 512-276-1211), IF ONSITE TOPSOILIS NOT AVAILABLE.2.4 SOIL AMENDMENTSA.FERTILIZERS: SHALL BE UNIFORM IN COMPOSITION, FREE FLOWING AND SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT. GRANULAR, PERCENTAGES BY WEIGHT, (NITROGEN,PHOSPHORIC ACID, POTASH) MIXED BY A COMMERCIAL FERTILIZER SUPPLIER. FERTILIZERS FOR LAWNS SHALL BE SLOW RELEASE FERTILIZERS. FERTILIZERS SHALL BE DELIVERED TOTHE SITE FULLY LABELED, ACCORDING TO APPLICABLE FERTILIZER LAWS AND SHALL BEAR THE NAME, TRADE NAME OR TRADEMARK, AND WARRANTY OF THE PRODUCER ORMANUFACTURER.B. PRE-EMERGENT: DTHIOPHY WSB HERBICIDE, OR APPROVED EQUAL2.5 EROSION-CONTROL MATERIALSA.FIBER MESH: BIODEGRADABLE TWISTED JUTE OR SPUN-COIR MESH, 0.92 LB. PER SQ. YD. MINIMUM, WITH 50 TO 65 PERCENT OPEN AREA. INCLUDE MANUFACTURER'S RECOMMENDED STEELWIRE STAPLES, 6 INCHES LONG.2.6 WATERA. FURNISHED BY OWNER, CONTRACTOR RESPONSIBLE TO TRANSPORT AND RELEASE AS REQUIRED.PART 3 - EXECUTION3.1 EXAMINATIONA.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SHAPING AND FINE GRADING ALL PLANTING AREAS AS INDICATED ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT.B.VERIFY LOCATION OF ALL UTILITIES PRIOR TO GRADING. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND OWNER'S PROPERTY. COORDINATE WITH ALL OTHER SITECONTRACTORS.C.ANY QUANTITIES SHOWN ON THE PLANS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF DISCREPANCY BETWEEN THE PLANT LIST AND THE PLANS, THE PLANS SHALLGOVERN. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DETERMINING THE QUANTITIES NEEDED TO COMPLETE THE INSTALLATION TO THE FULL EXTENT SPECIFIED ON THE DRAWINGS.3.2 TURF GRASS PLANTING PREPARATIONA.A SOIL ANALYSIS/TEST SHOULD BE PERFORMED AT THE BEGINNING OF THE JOB ON THE EXISTING TOPSOIL TO BE STOCKPILED AND USED IN THE 80/20 MIX FOR ALL AREAS TO RECEIVE GRASSSEED AND/OR SOD. CONTRACTOR TO TAKE SEVERAL SAMPLES OF THE EXISTING SOIL (FOLLOWING PROPER SOIL SAMPLING TECHNIQUES) AND HAVE IT TESTED BY A REPUTABLELABORATORY AND SUBSEQUENT RECOMMENDATIONS SHALL BE FOLLOWED. SUBMIT TESTING REPORT AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL.B.A SOIL COMPACTION SAMPLE/TEST SHOULD BE PERFORMED AT A MINIMUM OF TWO LOCATIONS ON EACH SEPARATE AREA TO RECEIVE GRASS SEED AND/OR SOD PRIOR TO PREPARATION ORINSTALLATION.C.LIMIT SUB-GRADE PREPARATION TO AREAS THAT WILL BE PLANTED IN THE IMMEDIATE FUTURE.D.A MINIMUM OF SIX (6) INCHES OF SUITABLE, PERMEABLE, PLANTING SOIL, NATIVE OR IMPORTED, IS REQUIRED FOR TURF AREAS. CONTRACTOR TO EXCAVATE EXISTING ROAD BASE, CALICHEOR UNSUITABLE SOIL TO A SIX (6) INCH DEPTH, UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT TO ALLOW FOR PLACEMENT OF SPECIFIED TOPSOIL.E.PERFORM SOIL RIPPING ON THE SUB-GRADE PRIOR TO TOPSOIL INSTALLATION OR ON THE EXISTING SOIL IF IT IS SUITABLE FOR PLANTING OR TO BE AMENDED FOR PLANTING. VARIOUSTYPES OF EQUIPMENT CAN BE SELECTED BY THE CONTRACTOR FOR SOIL RIPPING AND SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO COMMENCINGWORK. AN AGRICULTURAL TYPE TILLER OR CULTIVATOR IS RECOMMENDED. REMOVE STONES LARGER THAN 3-1/2 INCHES IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, ANDOTHER EXTRANEOUS MATERIALS. SOILS MAY NEED TO BE ROLLED AFTER RIPPING AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. RETAIN PARAGRAPHS BELOW WHEN LAWN AREASHAVE BEEN STRIPPED OF TOPSOIL OR CONTAIN UNSUITABLE PLANTING SOILS SUCH AS CALICHE OR ROAD BASE.F.SPREAD SPECIFIED PREPARED TOPSOIL OR MIX (IN SPECIFIED LOCATIONS ON THE PLANS) TO A MINIMUM 6 DEPTH REQUIRED TO MEET THICKNESS, GRADES, AND ELEVATIONS SHOWN, AFTERLIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF TOPSOIL OR SUBGRADE IS FROZEN. TOPSOIL ADDED TO THE SITE SHALL BE INCORPORATED IN A 2 TO 3 INCH SCARIFIEDTRANSITION LAYER.G. MOISTEN PREPARED NATIVE GRASS AREAS BEFORE PLANTING WHEN SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING.H.RESTORE PREPARED AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINE GRADING AND BEFORE PLANTING.I.AREAS WITH A 4:1 SLOPE OR GREATER TO BE SEEDED SHALL HAVE THE EROSION CONTROL MATERIAL.3.3 LAWN APPLICATIONA.COORDINATION:1. SEED SHOULD BE APPLIED BY HYDROMULCH OR BROADCAST, AS NOTED ON PLANS AND SHALL BE DISTRIBUTED EVENLY OVER THE TOPSOIL AREAS. REFERENCE DRAWINGS FORSPECIFIED SEEDING TYPE. IF SEEDING TYPE IS NOT SPECIFIED, APPLY BY HYDROMULCH.2. INSTALL HYDROMULCH OR SOD AFTER TREE, SHRUB AND GROUNDCOVER INSTALLATION IS COMPLETE.3. CONTRACTOR TO ENSURE IRRIGATION SYSTEM IS 100% OPERATIONAL PRIOR TO LAWN INSTALLATION OR SEEDING APPLICATIONS.B.PREPARATION:1. WEED CONTROL PRIOR TO GRADING:a. IF WEEDS EXIST WITHIN PROPOSED LANDSCAPE AREAS AT BEGINNING OF WORK, SPRAY WITH AN APPROVED HERBICIDE FROM THE OWNER'S INTEGRATED PESTMANAGEMENT (IPM) PLAN, IF APPLICABLE.b. CLEAR AND REMOVE THESE EXISTING WEEDS UPON HERBICIDE'S COMPLETED ACTION BY GRUBBING OFF ALL PLANT PARTS AT LEAST 1/2 - 1 BELOW THE SURFACE OFTHE SOIL.c. PRE-EMERGENT HERBICIDE SHOULD NOT BE USED WITH ANY SEEDING. APPLY PER MANUFACTURERS RECOMMENDATIONS 3-4 WEEKS PRIOR TO INSTALLATION OF SOD.CONSULT WITH LANDSCAPE ARCHITECT IF SODDING SCHEDULE DOES NOT ALLOW FOR THE 3-4 WEEK WAITING PERIOD.2. CONTRACTOR TO SCARIFY GROUND SURFACE AND INSTALL TOPSOIL AS SPECIFIED. CONTRACTOR TO RAKE ENTIRE AREA, LEVELING ANY IMPERFECTIONS IN THE GRADES LEFT BYSITE WORK CONTRACTOR. LANDSCAPE CONTRACTOR TO ENSURE THAT THERE WILL BE POSITIVE DRAINAGE AND NO PONDING ON SITE. FINISHED GRADE OF LAWNS TO BE 1/4BELOW TOP OF CURBS, SIDEWALKS AND OTHER PAVEMENTS. REMOVE ANY DIRT CLODS, ROCKS AND TRASH AND PREPARE A SMOOTH, LEVEL, LOOSE AND COARSE SURFACE.LANDSCAPE ARCHITECT TO APPROVE FINE GRADING PRIOR TO ANY LAWN INSTALLATION. LAWN BED SHALL BE MOIST TO RECEIVE SEED AND SOD.3. LAWN AREAS TO BE SEEDED IMMEDIATELY AFTER PREPARATION OF THE BED. DO NOT USE PRE-EMERGENT HERBICIDE IN AREAS TO BE SEEDED. APPLY A UNIFORM COAT OFHYDROMULCH AT THE RATES SPECIFIED BELOWa. BERMUDA (HULLED) - 3 LBS./1,000 S.F.b. WOOD CELLULOSE FIBER MULCH - 60 LBS./1,000 S.F.c. FERTILIZER - 1 LB. OF ACTUAL NITROGEN PER 1,000 S.F.COOL SEASON COVER CROPa. WHEAT - TRITICUM AESTIVUM - .5 LBS./ 1,000 S.F.b. OATS - AVENA SATIVA - .5 LBS./ 1,000 S.F.c. PERENNIAL RYE - 5 LBS./ 1,000 S.F.2. SPECIES SUBSTITUTION AS NECESSARY DUE TO AVAILABILITY SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. WATERING AND FERTILIZER APPLICATION SHALL FOLLOWPROCEDURES AS SPECIFIED.3. SEED AREAS WITHIN SEEDING LIMITS INDICATED ON THE PLAN AND AREAS DISTURBED BY CONSTRUCTION OPERATIONS.4. PROTECT EXISTING UTILITIES (INCLUDING IRRIGATION SYSTEM), PLANTINGS, PAVING AND OTHER SITE AMENITIES FROM DAMAGE CAUSED BY HYDROMULCHING OPERATIONS.5. IMMEDIATELY FOLLOWING APPLICATION OF HYDROMULCH, THE CONTRACTOR SHALL WASH EXCESS HYDROMULCHING MATERIAL FROM PREVIOUSLY PLANTED MATERIALS,FLATWORK, ARCHITECTURAL FEATURES, ETC. CARE SHALL BE EXERCISED TO AVOID WASHING OR ERODING MULCH MATERIALS FROM LAWN AREA.D. BROADCAST APPLICATION:1. LAWN AREAS TO BE SEEDED IMMEDIATELY AFTER PREPARATION OF THE BED. DO NOT USE PRE-EMERGENT HERBICIDE IN AREAS TO BE SEEDED.2. UNIFORMLY DISTRIBUTE THE SPECIFIED SEED MIXTURE OVER THE PREPARED SEED BED AREAS INDICATED ON THE DRAWINGS OR WHERE DIRECTED BY THE LANDSCAPE ARCHITECT.3. IF THE SOWING OF SEED IS BY HAND, RATHER THAN BY MECHANICAL METHODS, THE SEED SHALL BE SHOWN IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER.4. IF MECHANICAL EQUIPMENT IS USED, ALL VARIETIES OR SEED, AS WELL AS FERTILIZER, MAY BE DISTRIBUTED AT THE SAME TIME, PROVIDED THAT EACH COMPONENT ISUNIFORMLY APPLIED AT THE SPECIFIED RATE.5. AFTER PLANTING, THE PLANTED AREA SHALL BE ROLLED WITH A CORRUGATED ROLLER OF THE CULTIPACKER TYPE. ALL ROLLING OF THE SLOPE AREAS SHALL BE ON THECONTOUR.6. THE COOL SEASON COVER CROPS ARE NOT PERMANENT EROSION CONTROL. THEY SHOULD BE MOWED (SCALPED) TO A HEIGHT OF LESS THAN ONE (1) INCH AFTER MARCH 1,AND THE AREA SHALL BE RE-SEEDED AS SPECIFIED.A.SOD APPLICATION:1. INCORPORATE SPECIFIED STARTER FERTILIZER HIGH IN PHOSPHOROUS OR A BALANCED COMPLETE FERTILIZER FOR SODDED AREAS. APPLY SPECIFIED PRE-EMERGENT HERBICIDETO FINE GRADED AREAS PRIOR TO INSTALLATION OF SOLID SOD. DO NOT USE ANY PRE-EMERGENT IN AREAS TO BE OVERSEEDED WITH THE COOL SEASON GRASSES WITHINTHREE MONTHS. USE CARE TO AVOID WIND DRIFT OR RUNOFF TO ADJACENT ORNAMENTAL TREE OR SHRUB PLANTINGS.2. LAY SOD WITHIN 24 HOURS FROM TIME OF HARVESTING.3. LAY SOD TO FORM SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT-ENDS AND SIDES OF SOD STRIPS; DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENTCOURSES. WORK SIFTED SOIL INTO MINOR CRACKS BETWEEN PIECES OF SOD; REMOVE EXCESS SOD TO AVOID SMOTHERING ADJACENT GRASS.4. FINISHED GRADE OF NEW SOD SHALL BE FLUSH WITH ADJACENT LAWN AND PAVEMENT. ENSURE POSITIVE DRAINAGE OFF ALL ADJACENT WALKWAYS AND PAVEMENT.5. ROLL ENTIRE SODDED AREA WITH SOD ROLLER. WATER SOD THOROUGHLY.6. AFTER ALL PLANTING OPERATIONS HAVE BEEN COMPLETED, REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS AND RUBBISH FROM THE PROPERTY. ALL SCARS, RUTSOR OTHER MARKS IN THE GROUND CAUSED BY THIS WORK SHALL BE REPAIRED AND THE GROUND LEFT IN A NEAT AND ORDERLY CONDITION THROUGHOUT THE SITE.CONTRACTOR SHALL PICK UP ALL TRASH RESULTING FROM THIS WORK NO LESS FREQUENTLY THAN EACH FRIDAY BEFORE LEAVING THE SITE, ONCE A WEEK, AND/OR THE LASTWORKING DAY OF EACH WEEK. ALL TRASH SHOULD BE REMOVED COMPLETELY FROM THE SITE.7. THE CONTRACTOR SHALL LEAVE THE SITE AREA BROOM-CLEAN AND SHALL WASH DOWN ALL PAVED AREAS WITHIN THE CONTRACT AREA, LEAVING THE PREMISES IN A CLEANCONDITION ALL WALKS SHALL BE LEFT IN A CLEAN AND SAFE CONDITION.3.4 DISPOSAL OF SURPLUS AND WASTE MATERIALSA.DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH AND DEBRIS AND LEGALLY DISPOSE OF IT OFF THE OWNER'S PROPERTY.3.5 ACCEPTANCEA.THE LANDSCAPE WILL BE REVIEWED PROVIDED ALL WORK IS IN COMPLIANCE WITH THE SPECIFICATIONS AND DRAWING AND ALL GRASS AREAS ARE IN HEALTHY, VIGOROUS CONDITION.INSPECTION TO DETERMINE SUBSTANTIAL COMPLETION OF GRASS AREAS WILL BE MADE BY LANDSCAPE ARCHITECT UPON CONTRACTOR'S REQUEST.B.SUBSTANTIAL COMPLETION WILL BE GRANTED WHEN ALL GRASS MATERIAL HAS BEEN INSTALLED AND COMPLETED AND CLEAN UP ON SITE HAS OCCURRED.C.FINAL ACCEPTANCE WILL BE GRANTED WHEN:1. ACCEPTANCE OF TURN AREAS SHALL BE GRANTED WITH A MINIMUM OF 95 PERCENT COVERAGE AND 2 INCH STAND OF GRASS, WITH NO BARE AREAS EXCEEDING 20 SQUARE FEET.BARE AREAS SHALL BE PREPARED AND RE-SEEDED AS REQUIRED TO DEVELOP AN ACCEPTABLE STAND OF GRASS.2. ALL REQUIREMENTS FOR THE COMPLETED INSTALLATION HAVE BEEN PROVIDED.3. SODDED AREAS ARE HEALTHY, EVEN COLORED VIABLE LAWN IS ESTABLISHED, FREE OF WEEDS, UNDESIRABLE GRASS SPECIES, DISEASE AND INSECTS.4. SOD IS STARTING TO ROOT INTO THE SOIL SO THAT IT CANNOT BE PULLED UP.5. SODDED AREAS ARE WITHOUT SCATTERED BARE SPOTS, DEAD OR DORMANT SOD.3.6 OBSERVATION SCHEDULEA.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT IN ADVANCE FOR THE FOLLOWING SITE VISITS, ACCORDING TO THE TIME INDICATED:1. PRE-JOB CONFERENCE - 7 DAYS2. FINAL GRADE REVIEW - 48 HOURS3. SUBSTANTIAL COMPLETION/PRE-MAINTENANCE - 7 DAYS4. FINAL WALK-THROUGH - 7 DAYSB.NO SITE VISITS SHALL COMMENCE WITHOUT ALL ITEMS NOTED IN THE PREVIOUS OBSERVATION REPORTS EITHER COMPLETED OR REMEDIED UNLESS SUCH COMPLIANCE HAS BEEN WAIVED BYTHE OWNER. FAILURE TO ACCOMPLISH PUNCH LIST TASKS OR PREPARE ADEQUATELY FOR DESIRED INSPECTIONS SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR REIMBURSING THELANDSCAPE ARCHITECT AT HIS CURRENT BILLING RATES PER HOUR (PLUS TRANSPORTATION COSTS). NO FURTHER INSPECTIONS SHALL BE SCHEDULED UNTIL THIS CHARGE HAS BEENPAID AND RECEIVED.3.7 EXPIRATION OF GUARANTEE PERIODA.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER 30 DAYS PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD. THE CONTRACTOR SHALL COORDINATE A MEETINGAT SUCH TIME WITH THE OWNER AND LANDSCAPE ARCHITECT TO INSPECT ALL PLANT MATERIAL FOR ITS HEALTH. ALL PLANT MATERIAL DEEMED DEAD OR UNHEALTHY IS TO BEREPLACED AT THE CONTRACTOR'S EXPENSE AND SHALL BE GUARANTEED FOR A TIME PERIOD EQUAL TO THAT OF THE ORIGINAL WARRANTY. CONTRACTOR SHALL REMOVE ALLSTAKING, GUYING AND WRAPPING MATERIALS AT THE END OF THE WARRANTY PERIOD.END OF TURF AND GRASS SPECIFICATIONSEnclosure 1 - Page 23Exhibit C SYMNOTESCOMMON NAMEVARIETY QTY.PLANTING SCHEDULESODORNAMENTAL GRASSESVARIETYQUANTITYSYMBOLNAMESIZE & CONDITIONDwarf CampbellValenciaDWARFCITRUS TREE15 Gal PotsSODORNAMENTAL SHRUBSVARIETYQUANTITYSYMBOLNAMESIZE & CONDITIONINDIAN HAWTHORNRHAPHIOLEPIS24" BOX40315,250 S.F.DECOMPOSEDGRANITE830 S.F.1. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED CON THE SURVEYREFERENCED. THE CONTRACTOR SHALL CONTACT THE PROPER LOCAL AUTHORITIESOR RESPECTIVE UTILITY COMPANIES TO CONFIRM THE LOCATION OF EXISTING UTILITIESBEFORE COMMENCING WORK. ANY DAMAGE DUE TO FAILURE OF THE CONTRACTOR TOCONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR.2. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING AND WILLCONTINUE UNTIL FINAL WRITTEN ACCEPTANCE OF PLANT MATERIAL3. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDINGFOUNDATIONS, STRUCTURES, TRACK SURFACES AND PLANTING BEDS.4. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICANNURSERY AND LANDSCAPE ASSOCIATION.5. ALL PERENNIAL PLANTING LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THELANDSCAPE ARCHITECT.6. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINALGRADES BEFORE DIGGING.7. MULCH FOR PLANTED AREAS TO BE HARDWOOD MULCH: PARTIALLY DECOMPOSED,DARK BROWN IN COLOR AND FREE OF WOOD CHIPS THICKER THAN 1/4 ".8. PLANTINGS SOIL MIX: LOAM THROUGHLY INCORPORATED WITH ROTTED MANUREPROPORTIONED 5C.Y. TO 1 C.Y. OR EQUIVALENT FERTILIZER ADDED PER RECOMMENDEDRATES OF SOILS ANALYSIS.9. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONEFULL YEAR FROM DATE OF ACCEPTANCE. OWNER SHALL BE RESPONSILE FORMAINTAINING PLANTS AFTER FINAL ACCEPTANCE.10. ALL PLAN MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT,AT THE NURSERY, AND AT THE SITE.11. PLANT SPECIES AS INDICATED IN THE PLAN LIST ARE SUGGESTIONS ONLY. FNALSELECTION OF SPECIES SHALL OCCUR AT THE TIME PLANT PURCHASE, DEPENDING ONAVAILABILITY. PLANT SIZE AND QUANTIFY SHALL NOT CHANGE WITHOUT APPROVAL OFOWNER'S REPRESENTATIVE.12. CONTRACTOR TO NOTE LIMITS OF EXISTINF TOPSOIL AND TO CARRY COSTSASSOCIATED WITH NECESSARY IMPORT FOR PROPER TOPSOIL DEPTH AT ALLPROPOSED LANDSCAPED AREAS.13. ALL PROPOSED TREES MUST BE IRRIGATED. SEE IRRIGATION PLANS.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML- 1.617Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OR0'16Scale: 1" = 16'-0"832Enclosure 1 - Page 24Exhibit C 3 X THE DIAMETER OF ROOTBALLFINISH WITH 3" DEEPORGANIC MULCHPLANTING MIX AS SPECIFIEDFINISHED GRADEUNDISTURBED SUBGRADETOP OF ROOT BALL TO BE FLUSHWITH FINISHED GRADE.REMOVE CONTAINER/BURLAP FROM SHRUBAND LOOSEN SOIL PRIOR TO PLANTING3" WATER RETENTION BASINWIDTH OF PIT TO BE TWICE THAT OFTHE CONTAINER OR BALL DEPTH TO BE4" BELOW CONTAINER OR BALLDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.717Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 25Exhibit C 9SKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSSKATE PARKREFER TO SP SHEETSCWSV1V2V3V43333333333333333222222222222222222111111111111111111111111111111111111111114444444444444444444444444444444PROS-04#MP 2000WSFlow=12GPMPressure =70PSIWATER SOURCE1" CLASS 200 PVC MAINLINE PIPE 3/4" CLASS 200 PVC MAINLINE PIPE -SPRINKLER ZONESPGV VALVE 1"IRRIGATION CABLES - 5 WIRESCHUNTER PRO HC 3/4" CLASS 200 PVC MAINLINE PIPE -DRIP ZONEDRIP RINGS IRRIGATIONPROS-04#MP 1000COPPER SERVICEWATER METERRPZ BACKFLOWMAIN LINEVALVESIZE CALCULATIONS PRESSURE LOSS0.11"0.91"111"0.75 x 5.263.91"5TOTAL LOSS28.9RECOMMENDED PRESSURE 40DESIGN PRESSURE 70.0ACTUAL HEAD PRESSURE41.1ZONE 2PRESSURE CALCULATIONSLATERAL LINES 3/4"8ZONEMANUFACTURERSPR. HEADCAT. NO.SPR. HEADCAP. G.P.M.NO. OFHEADST.G.P.M.1HUNTER2 11.88 7 0.77 0.43 0.84 3 1 1.48PROS-04#MP2000 F 6.75DRIP HDL-PC 12" SPACING 450 0.015PROS-04#MP2000 HPROS-04#MP2000 QPROS-04#MP1000 FPROS-04#MP1000 HPROS-04#MP1000 Q 0.42 0.21 63 10.14 5.25 3501.6 x 5.02HUNTERHUNTERHUNTERDRIP HDL-PC 12" SPACINGPROS-04#MP2000 FPROS-04#MP2000 HPROS-04#MP2000 QPROS-04#MP1000 FPROS-04#MP1000 HPROS-04#MP1000 Q 0.77 0.43 0.84 1.48 0.42 0.21 0.015 1 1 1 1 1 1 6 6DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.817Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OR0'16Scale: 1" = 16'-0"832Enclosure 1 - Page 26Exhibit C ELEVATIONREDUCED PRESSURE BACKFLOW00SHEETGATE VALVE2L-1.9DRIP REMOTE CONTROL VALVE3L-1.9QUICK COUPLING VALVE4L-1.9MULTI-OUTLET EMITTER8L-1.9MULTI-OUTLET EMITTER LAYOUT9L-1.9TRENCHING5L-1.9WATER PROOF CONNECTOR7L-1.9WALL MOUNT CONTROLLER111L-1.9TRENCH UNDER PAVINGL-1.96DRIP EMITTER INSTALLATION123456710L-1.9RAIN SENSOR12L-1.91. IRRIGATION INSTALL TO BE COORDINATED WITH LANDSCAPE PLAN AND FIELDCONDITIONS TO ENSURE ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITHTHE INTENT OF THE PLANS. CONTRACTOR TO ENSURE COMPLETE HEAD TO HEADCOVERAGE W/ MINIMUM TO NO OVERSPRAY ON ALL IMPERVIOUS SURFACES. ALLADJUSTMENTS TO BE MADE BY CONTRACTOR AT NO ADDITIONAL COST.2. ALL STATE OF TEXAS, TCEQ, AND LOCAL CODES, ORDINANCES, LAWS, AND RULES AREMADE PART OF THESE PLANS AND SPECIFICATIONS WEATHER SHOWN OR NOT. THESECODES, ORDINANCES, LAWS, AND RULES WILL SUPERCEDE THE PLANS, DETAILS,AND/OR SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS CAUTIONED THAT HE ISTO INCLUDE ANY AND ALL COST NECESSARY TO MEET OR EXCEED THE CODES,ORDINANCES, LAWS, AND RULES CONCERNING LANDSCAPE IRRIGATION.3. A LICENSED IRRIGATION CONTRACTOR (L.I.C.) SHALL SECURE ANY AND ALL NECESSARYPERMITS REQUIRED FOR THEIR SCOPE. A L.I.C. OR LICENSED IRRIGATION TECHNICIANSHALL BE ON-SITE AT ALL TIMES WHILE THE LANDSCAPE IRRIGATION SYSTEM IS BEINGINSTALLED.4. L.I.C. TO CONFIRM MINIMUM STATIC WATER OF 65 P.S.I. AT THE DISCHARGE SIDE OF THEIRRIGATION METER OR POINT OF CONNECTION, AND A MAXIMUM STATIC WATERPRESSURE OF 90 P.S.I. AT THE DISCHARGE SIDE OF THE IRRIGATION METER OR POINTOF CONNECTION. CONTACT CLIENT/ GENERAL CONTRACTOR IF STATIC PRESSURE ISOUTSIDE OF MINIMUM/MAXIMUM RANGE.5. MAINLINE PIPING SHALL BE INSTALLED AT A MINIMUM DEPTH OF 18' AND LATERAL LINEPIPING SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12". CONTRACTOR TO USEWELD-ON #P-68 PURPLE PRIMER AND WELD-ON #705 SOLVENT ON THESE CONNECTIONSAND FITTINGS.6. PIPES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS WITH FLOW TO NOTEXCEED A VELOCITY OF (5) FEET PER SECOND.7. HAND TRENCHING OR AIR SPADE ALLOWED ONLY IN EXITING ROOT ZONES WITHMACHINE TRENCHING STRICTLY PROHIBITED.8. CONTRACTOR TO PROVIDE SLEEVES UNDER ALL HARDSCAPE, PAVING, WALKS, ETC.SLEEVES SHALL BE SCH. 40 PVC A MINIMUM OF TWO (2) SIZES LARGER THAN TOTAL PIPESIZES. ALL SLEEVES FOR TEMPORARY IRRIGATION TO BE PERMANENT.9. ELECTRICAL POWER (120V) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR WITHINFIVE (5) FEET OF FINAL CONTROLLER LOCATION. L.I.C. TO PROVIDE FINAL INSTALLATIONOF CONTROLLER AFTER FIVE (5) FEET. L.I.C. TO VERIFY EXACT LOCATION OF THEIRRIGATION CONTROLLER WITH CLIENT/GENERAL CONTRACTOR PRIOR TOINSTALLATION.10. 10.ALL VALVE WIRE SHALL BE A MINIMUM OF 24 VOLT, #14 GAUGE, SINGLE CONDUCTOR"IRRIGATION WIRE" U.F. APPROVED FOR DIRECT BURIAL. REFER TO MANUFACTURER'SRECOMMENDATIONS FOR PROPER WIRE SIZE.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.917Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 27Exhibit C MAX. CROSS PITCHNOT TO EXCEED 2%VARIES, REF. PLANS4" BASE ROCKCOMPACTED SUBGRADE1"RADIUS TOOL ON ALLEXPOSED EDGESREMOVE ALL FORMS AND BACKFILL TO1" FROM TOP OF CONCRETE ON ALLSIDES#4 @ 18" o.c. EA WAY, CTR IN SLAB4"C.01 CONCRETEC.02 INTEGRAL COLOR CONCRETE3" CLR. TYP.4"4" BASE ROCKCOMPACTED SUBGRADE1/4" SAW CUT CONTROL JOINT SCORING TOEXTEND 1/4 THE THICKNESS OF THE CONCRETE1/2" REDWOOD EXPANSION JOINT WITHREMOVABLE ZIP STRIP, CAULK JOINT, COLOR TOMATCH CONCRETE COLOR1/2" DIA. X 12" SMOOTH DOWELSLEEVE AT 18" O.C.1|L-201 CONCRETE SIDEWALK4"2"8"1/2" DIA. X 12" SMOOTH DOWELSLEEVE AT 18" O.C.FLUSHCONCRETE CURBING,VERIFY IN FIELD4" BASE ROCKCOMPACTED SUBGRADEEQEQ1|L.02.01 CONCRETE SIDEWALK2|L.02.01 EXPANSION JOINTFINISHED GRADE TO BE DOWN 1/2",REF. GRADING PLANS8FLUSH1/2" CHAMFER ON BOTH SIDES, TYP.12" MIN. DEPTHSLOPE TODRAIN, MIN. 1%1'-6"ENSURE DEPTH OF ALL SAFETY SURFACING FOLLOWS ANDMEETS ASTM STANDARDS OR ANY FEDERAL SAFETY GUIDELINES#4 CONTINUOUS TOP AND BOTTOMCTR IN WALLS2" SAND SETTING BEDGRAVEL BACKFILL, WRAP IN GEO FABRIC,REF. PLANS FOR DRAINAGE CONNECTIONS10 1/2"11 1/8"FILTER FABRICCOMPACTED SUBGRADECOMPACTED SUBGRADETOP OF CURBING4" HOOKS @18" o.c.F.07 ENGINEERED WOODFIBER MULCH6" PERFORATED DRAINAGE PIPE D.018"FLUSHFINISHED GRADE TO BE DOWN 1/2"12" MIN. DEPTHSLOPE TODRAIN, MIN. 1%ENSURE DEPTH OF ALL SAFETY SURFACING FOLLOWS ANDMEETS ASTM STANDARDS OR ANY FEDERAL SAFETY GUIDELINES(2) - #4 CONT2" SAND SETTING BEDGRAVEL BACKFILL, WRAP IN GEO FABRIC,REF. PLANS FOR DRAINAGE CONNECTIONS10 1/2"11 1/8"FILTER FABRICCOMPACTED SUBGRADECOMPACTED SUBGRADE1/2" CHAMFER4" BASE ROCK4"8"6"1'-6"#4 @ 18" O.C. EA WAY, CTR IN SLABTOP OF CURBINGENGINEERED WOODFIBER MULCH F.076" PERFORATED DRAINAGE PIPE D.011|L-201 CONCRETE SIDEWALK3" CLR TYP8"FLUSHFINISHED GRADE TO BE DOWN 1/2"12" MIN. DEPTHSLOPE TODRAIN, MIN. 1%ENSURE DEPTH OF ALL SAFETY SURFACING FOLLOWS ANDMEETS ASTM STANDARDS OR ANY FEDERAL SAFETY GUIDELINES4" BASE ROCKCOMPACTED SUBGRADE, TYP.10 1/2"11 1/8"FILTER FABRICCOMPACTED SUBGRADECOMPACTEDSUBGRADE1/2" CHAMFER4" BASE ROCK4"8"6"1'-6"TOP OF CURBING8"2 7/8"2'-10 3/8"6 3/4"8"5'MAX. SLOPE TO 8.3%(2) - #4 CONT#4 @ 18" O.C. EA WAYCOMPACTED SUBGRADE4" BASE ROCK4" BASE ROCK BASE4"1'-6"5"1/2" DIA. x 12" LENGTH DOWELAND SLEEVE @ 16" O.C.GRAVEL BACKFILL, WRAP IN GEO FABRIC,REF. PLANS FOR DRAINAGE CONNECTIONSENGINEERED WOODFIBER MULCH F.076" PERFORATED DRAINAGE PIPE D.011|L-201 CONCRETE SIDEWALK1|L-201 CONCRETE SIDEWALK2|L.02.01 EXPANSION JOINTEQEQ(2) - #4 CONT#4 @ 18" O.C. EA WAY, CTR IN SLAB3" CLR TYPDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1017Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 28Exhibit C 3" COVER8" MIN.F.F.L.FILL W/ 1" NON-SHRINK GROUT(21)#6 VERTICAL BARS 1"Ø ANCHORBOLTS 36" LONGF1554, GR.36/55/105HOT-DIPPEDGALV.48"84"#3 HOOPS @ 12"MAX. APART FROMEACH OTHERCOLUMN(SIZE AND HEIGHT TBD)DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1117Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 29Exhibit C 1. SKATEBOARDS, IN-LINE SKATES, ROLLER SKATE,SCOOTERS AND BMX FREESTYLE BIKES (WITHCOVERED PEGS) ONLY. NO MOTORIZED VEHICLESOR OTHER WHEELED DEVICES ARE ALLOWED.2. SKATE PARK HOURS OF OPERATION:6 A.M. - 10 P.M. EXCEPT WHEN SIGNAGE IS POSTEDTHAT PARK IS 'CLOSED'. NO TRESPASSING ISALLOWED WHEN PARK IS CLOSED. VIOLATORS WILLBE PROSECUTED.3. SKATEBOARDING, IN-LINE SKATING AND FREESTYLEBIKING ARE HIGH RISK ACTIVITIES. PROTECTIVEGEAR (HELMETS, KNEE, ELBOW AND WRIST PADS)SHOULD BE USED AT ALL TIMES.GRAFFITI AND VANDALISM OF THE SKATE PARK CAN CANRESULT IN LOSS OF FACILITY PRIVILEGES AND WILLCAUSE THE PARK TO BE CLOSED UNTIL REPAIRSARE MADE.4. INSPECT THE SKATE PARK SURFACES BEFOREUSING AND REMOVE ANY TRASH, DEBRIS OROBJECTS THAT MAY PREVENT A SMOOTH, SAFERIDE. STAY OFF WHEN WET, ICY OR OTHERHAZARDOUS CONDITIONS EXIST.5. ALWAYS BE FAIR AND RESPECTFUL OF OTHERS.7. LOOK BEFORE YOU GO, DO NOT DROP IN ONOTHERS AND WAIT FOR YOUR TURN.8. BAD BEHAVIOR INCLUDING PROFANE OR FOULLANGUAGE, TOBACCO AND ALCOHOL USE,AGGRESSIVE BEHAVIOR, OR ANYTHING ELSE THATMIGHT GET YOU IN TROUBLE WILL NOT BETOLERATED.9. NO OUTSIDE OBSTACLES OR MODIFICATIONS TOTHE SKATE PARK ARE ALLOWED.10. LITTER IS TO BE PLACED IN RECEPTACLES.11. NO PETS ARE ALLOWED IN THE SKATE PARK.12. FOOD, BEVERAGE, ALCOHOL AND SMOKING AREARE PROHIBITED INSIDE THE SKATE PARK.13. COMPETITIVE EVENTS OR DEMONSTRATIONSREQUIRE PRIOR APPROVAL OF THE PARKS &RECREATION DEPARTMENT.14. HELP US KEEP YOUR PARK FUN. LET THE CITYPARKS AND RECREATION DEPARTMENT KNOW IFTHERE IS A PROBLEM..15. TAKE CARE OF YOUR PARK AND IT WILL TAKECARE OF YOU.16. IN AN EMERGENCY, CALL 911.THE SKATE PARK IS AN UNSUPERVISED FACILITYUSE THIS FACILITY AT YOUR OWN RISKKNOW YOUR ABILITIESWARNING !SAN JUAN CAPISTRANO SKATE PARKRULES AND REGULATIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1217Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 30Exhibit C 19.8529(TYP)DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1317Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 31Exhibit C DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1417Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 32Exhibit C DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1517Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 33Exhibit C TPHBFDFDFDFDSDHBPTDWWWSS SS SS TPLAVLAVSDSDVTRVTRDFHBDFTPWCWCEF-4DFDFDFHBHBDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1617Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 34Exhibit C DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEERR.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFMMMMMMMML-1.1717Action Sports Design, LLC12400 W Hwy 71, Suite 350-348Austin, TX 78738Phone: 1(512) 387-5827www.ActionSportsDesign.comEXP. DATE9/30/2022SIGNATURESEAL-LANDSCAPE ARCHITECTKnow what'sR1-800-422-4133OREnclosure 1 - Page 35Exhibit C XX59.00 BT61.00 TT60.00 EOC58.00 EOC58.00 EOC60.50 EOC60.80 EOC60.70 EOC60.90 BT60.90 BT61.00 TT60.70EOC60.50EOCPOTENTIAL ADA RAMP60.50 TB58.00 BB58.00 BB60.00 TB60.00 TB58.00 BB58.00 BB60.00 TB54.85 RIM53.35 INV52.00 RIM50.50 INV57.30 RIM59.80 INV57.50 RIM56.00 INV57.50 RIM56.00 INV58.00 BB61.00 TB60.50 TT60.50 TT60.50 TT60.50 TT62.90 TT62.90 TT60.50 TT60.89 EOC60.80 EOC60.80 EOC61.00 BB59.40 RIM57.90 INV60.00 HP60.00 HP58.68 BT61.00 TT60.70 TB60.70 TB60.70 EOC60.90 EOC60.50 TTDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SITE PLANBAJMBFLEGENDEOC EDGE OF CONCRETEINV INVERT ELEVATIONRIM RIM ELEVATIONFS FINISHED SURFACETT TOP OF TRANSITIONBT BOTTOM OF TRANSITIONTB TOP OF BANKBB BOTTOM OF BANKHP HIGH POINTTW TOP OF WALLSP1.2SP1.2SP3.3BAJMBFEnclosure 1 - Page 36Exhibit C XX59.00 BT61.00 TT60.00 EOC58.00 EOC58.00 EOC60.50 EOC60.80 EOC60.70 EOC60.90 BT60.90 BT61.00 TT60.70EOC60.50EOCPOTENTIAL ADA RAMP60.50 TB58.00 BB58.00 BB60.00 TB60.00 TB58.00 BB58.00 BB60.00 TB54.85 RIM53.35 INV52.00 RIM50.50 INV57.30 RIM59.80 INV57.50 RIM56.00 INV57.50 RIM56.00 INV58.00 BB61.00 TB60.50 TT60.50 TT60.50 TT60.50 TT62.90 TT62.90 TT60.50 TT60.89 EOC60.80 EOC60.80 EOC61.00 BB59.40 RIM57.90 INV60.00 HP60.00 HP58.68 BT61.00 TT60.70 TB60.70 TB60.70 EOC60.90 EOC60.50 TT61.15 TT63.00 TT55.00 BT55.00 BT60.00 TB61.00 TB61.00 TB60.00 TB57.50 BB57.50 BB57.50 BB57.50 BB61.00 TT61.00 TT61.00 TT62.50 TT55.50 BT56.00 BT56.50 BT56.00 BT55.50 BT55.75 BT56.25 BT56.25 BT55.25 BT55.25 BT61.00 TT60.85 TT60.85 TB58.00 BT63.00 TT61.00 BT61.15 TT61.00 BT61.50 BT61.50 TT61.00 TT61.00 TT61.00 TT52.25 BT52.25 BT61.00 TT52.15 BT56.00 BT56.00 BT60.85 TT61.00 TT60.85 TT60.85 FS60.70 BT63.00 TT61.00 BT60.85 TB60.50 TB58.00 BB58.00 BB58.00 BT58.00 BB58.00 BB58.00 BT58.00 BT58.00 BT58.10 BB60.00 TB60.30 FS60.20 FS58.00 BT58.00 BT61.00 EOC61.00 TB60.67 TBDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK VERTICALCONTROL PLANBAJMBFLEGENDEOC EDGE OF CONCRETEINV INVERT ELEVATIONRIM RIM ELEVATIONFS FINISHED SURFACETT TOP OF TRANSITIONBT BOTTOM OF TRANSITIONTB TOP OF BANKBB BOTTOM OF BANKHP HIGH POINTTW TOP OF WALLSP1.3SP1.3SP3.3BAJMBFEnclosure 1 - Page 37Exhibit C XX15SP3.2 6" STEEL C-CHANNEL COPING - CANTILEVER POOL COPING 2" ROUND STEEL COPING7SP3.19SP3.112SP3.2LEGEND 8" FLAT STEEL BAR - BRAKE BEND STEEL RAILS - SEE SECTIONS - SP2.1 6" STEEL C-CHANNEL COPING - FLUSH11SP3.27SP3.17SP3.17SP3.19SP3.19SP3.19SP3.19SP3.19SP3.19SP3.19SP3.19SP3.19SP3.111SP3.211SP3.211SP3.211SP3.211SP3.211SP3.211SP3.211SP3.211SP3.211SP3.211SP3.212SP3.212SP3.212SP3.211SP3.2RAIL POSTS TO MATCH RAIL UNLESS NOTED OTHERWISEIN THE SECTIONS - SEE SP2.1 FOR MORE INFORMATION - TYPICALDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK COPINGMATERIALS PLANBAJMBFSP1.4SP1.4SP3.3BAJMBFEnclosure 1 - Page 38Exhibit C XXLEGEND CONCRETE SURFACING SHOTCRETE SURFACING CONCRETE EDGE HANDRAIL FOOTING - END POST HANDRAIL FOOTING - CENTER POST REINFORCED CONCRETE LEDGE - CANTILEVER EDGE DRAIN1SP3.12SP3.13SP3.16SP3.18SP3.110SP3.2 REINFORCED CONCRETE LEDGE - FLUSH EDGE13SP3.214SP3.21SP3.11SP3.12SP3.12SP3.11SP3.11SP3.12SP3.12SP3.13SP3.13SP3.13SP3.13SP3.16SP3.16SP3.16SP3.16SP3.16SP3.18SP3.18SP3.18SP3.18SP3.18SP3.18SP3.18SP3.110SP3.210SP3.210SP3.210SP3.210SP3.213SP3.214SP3.213SP3.214SP3.213SP3.214SP3.213SP3.214SP3.213SP3.214SP3.28SP3.110SP3.210SP3.210SP3.28SP3.110SP3.210SP3.210SP3.2DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK CONCRETEMATERIALS PLANBAJMBFSP1.5SP1.5SP3.3BAJMBFEnclosure 1 - Page 39Exhibit C XXLEGENDNOTE: ALL COLORED CONCRETE SURFACING MIXES TO BEAPPLIED PER MANUFACTURERS RECOMMENDATION.COLOR TO BE VERIFIED BY CLIENT AND GRINDLINESKATEPARKS BEFORE INSTALLATION.COLORED CONCRETE SURFACING TYPE 1 - BRICKFORM DARKGRAY COLOR HARDENER OR EQUIV. (CONCRETE CAPS ONLY)COLORED CONCRETE SURFACING TYPE 2 - DAVIS COLORS®CONCRETE MIX. OMAHA TAN (5084)NATURAL GREY PORTLAND CONCRETECOLORED CONCRETE SURFACING TYPE 3 - DAVIS COLORS®CONCRETE MIX. SAN DIEGO BUFF (5237)DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK CONCRETECOLORS PLANBAJMBFSP1.6SP1.6SP3.3BAJMBFEnclosure 1 - Page 40Exhibit C XXDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK CONCRETEJOINTS PLANBAJMBFSP1.7SP1.7SP3.3BAJMBFSAW CUT PATTERN IS SHOWN TO PROVIDEDIRECTION. CONTRACTOR TO CUT SLAB ASNEEDED TO PREVENT CRACKING. SAW CUTSMUST BE MADE BEFORE ANY SIGNS OF THERMALCRACKING. THERMAL CRACKING AS A RESULTOF INSUFFICANT CRACK CONTROL MAY RESULTIN UNSKATABLE SURFACES.4SP3.15SP3.17SP3.1LEGEND CONSTRUCTION JOINT12SP3.2 SAW CUT JOINT POOL COPING BOND BEAM STEEL COPING BOND BEAMEnclosure 1 - Page 41Exhibit C XXX - AXISY - AXISY - AXIS325'-7"140'-3"30'-2"110'-5"28'-8"91'-5"12'-0"80'-3"36'-7"16'-6"27'-1"5'-6"28'-8"12'-8"30'-2"10'-0"10'-5"11'-0"14'-7"13'-7"18'-7"13'-1"11'-0"4'-0"16'-0"4'-0"16'-11"R19'-6"R30'-0"R8'-0"7'-1"16'-7"115'-10"17'-0"38'-8"16'-2"40'-10"20'-10"14'-3"16'-9"27'-4"6'-0"187'-8"22'-11"6'-4"3'-2"1'-1"2'-4"18'-2"3'-4"5'-3"6'-5"62'-5"4'-6"2'-1"7'-5"13'-9"6'-0"5'-7"4'-4"31'-5"12'-0"0'-10"3'-6"5'-1"4'-1"5'-0"R10'-0"R10'-0"R1'-0"R4'-0"R12'-0"R4'-0"R6'-0"R9'-0"R8'-0"R4'-0"R14'-6"R14'-6"R14'-6"R4'-0"R8'-0"R8'-0"R1'-0"R8'-0"R7'-0"8'-0"7'-0"9'-10"R14'-0"1'-6"4'-0"1'-6"8'-0"16'-6"8'-0"8'-0"1'-6"5'-6"12'-10"21'-7"6'-0"1'-6"6'-0"6'-11"4'-6"81'-3"R5'-0"4'-6"6'-0"4'-6"4'-6"6'-0"4'-6"2'-10"2'-10"7'-3"7'-3"2'-0"5'-9"2'-0"4'-0"9'-3"9'-11"7'-9"9'-4"71'-0"50'-1"6'-9"6'-9"12'-7"14'-8"2'-9"12'-7"10'-0"1'-6"17'-0"17'-0"6'-0"1'-6"3'-6"6'-9"14'-0"4'-0"4'-6"3'-0"5'-0"5'-9"7'-0"10'-0"18'-0"1'-6"10'-0"8'-0"12'-11"5'-11"11'-0"8'-0"1'-6"4'-0"3'-6"4'-0"6'-0"1'-6"10'-0"1'-6"11'-0"1'-6"12'-7"7'-10"R15'-0"R18'-0"12'-0"7'-5"9'-0"18'-11"2'-4"9'-2"2'-4"18'-1"12'-8"8'-0"12'-8"18'-1"4'-10"28'-9"29'-9"28'-9"4'-10"R8'-0"R8'-0"R4'-0"R12'-0"R12'-0"R40'-0"R40'-0"R12'-0"R4'-0"R1'-6"3'-0"20'-6"26'-11"7'-11"29'-5"20'-0"24'-3"10'-0"10'-0"12'-11"3'-4"16'-3"2'-0"12'-8"10'-11"11'-6"9'-6"50'-3"26'-5"3'-11"R5'-5"R24'-0"29'-0"49'-2"26'-11"14'-9"8'-0"8'-0"16'-5"6'-9"4'-6"43'-1"3'-8"2'-9"R4'-0"R16'-0"R16'-0"1'-8"1'-5"6'-0"6'-10"6'-9"15'-8"17'-9"42'-8"50'-10"32'-9"19'-2"41'-1"8'-1"8'-6"24'-0"55'-0"44'-4"102'-8"LEGENDARC LENGTH:RADIUS: RDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK DIMENSIONSPLANBAJMBFSP1.8SP1.8SP3.3BAJMBFEnclosure 1 - Page 42Exhibit C L1L2L3C1C2L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20C3L21L22L23L24L25L26L27C4L28C5L29L30L31L32L33C6C7L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53L54L55L56L57L58L59L60L61L62L63L64L65L66L67C8L68C9L69L70L71L72L73L74L75L76L77L78L79L80L81L82L83L84L85L86L87L88L89L90L91L92L93L94C10L95L96L97L98L99L100L101C11L102L103L104L105L106L107L108L109L110L111L112L113L114L115L116L117L118L119C12C13C14C15C16L120C17L121C18L122C19L123C20L124C21C22C23C24L125L126C25C26L127C27L128L129C28L130C29L131C30C31C32L132C33L133C34C35C36L134C37L135C38C39L136L137L138L139L140L141DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK LINES ANDCURVES KEYBAJMBFSP1.9SP1.9SP3.3BAJMBFEnclosure 1 - Page 43Exhibit C Line TableLine (#)L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20Length (FT)16.004.0016.95115.8217.0038.6616.179.3240.8120.8514.2750.0728.6791.4212.0036.628.000.508.0027.10Line TableLine (#)L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40Length (FT)28.6812.6730.1810.0010.3811.0014.5718.2810.974.0015.981.503.003.001.501.5011.001.501.5010.00Line TableLine (#)L41L42L43L44L45L46L47L48L49L50L51L52L53L54L55L56L57L58L59L60Length (FT)1.506.008.004.008.0010.9611.0011.001.5012.908.001.508.0010.001.5010.006.005.7510.793.00Line TableLine (#)L61L62L63L64L65L66L67L68L69L70L71L72L73L74L75L76L77L78L79L80Length (FT)4.5014.004.0014.004.006.003.343.342.319.152.319.4810.882.0012.672.0026.3814.6912.602.79Line TableLine (#)L81L82L83L84L85L86L87L88L89L90L91L92L93L94L95L96L97L98L99L100Length (FT)12.606.736.736.007.001.507.0010.001.5010.006.763.5017.003.5081.224.506.004.504.506.00Line TableLine (#)L101L102L103L104L105L106L107L108L109L110L111L112L113L114L115L116L117L118L119L120Length (FT)4.5012.881.5010.001.5010.006.002.832.837.227.224.002.004.002.009.869.277.7618.0918.15Line TableLine (#)L121L122L123L124L125L126L127L128L129L130L131L132L133L134L135L136L137L138L139L140Length (FT)8.001.452.711.633.3716.423.1717.405.5212.003.478.007.0013.782.128.001.508.001.506.00Line TableLine (#)L141Length (FT)6.00Curve TableCurve #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20Arc Length (FT)7.0916.615.5013.6113.0912.577.8516.2416.583.914.474.7928.7629.7528.764.7912.6312.633.6743.06Radius (FT)14.0014.008.0019.5030.0018.0015.0024.0024.505.435.004.0012.0040.0012.004.008.008.004.0016.00Curve TableCurve #C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39Arc Length (FT)4.026.326.395.212.301.086.3531.420.805.114.115.009.864.375.595.997.454.4862.43Radius (FT)4.0015.994.008.008.001.008.0010.001.007.004.0012.0014.006.004.009.008.004.0014.50DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK LINES ANDCURVES TABLESBAJMBFSP1.10SP1.10SP3.3BAJMBFEnclosure 1 - Page 44Exhibit C ASP2.1BSP2.1BSP2.1CSP2.1DSP2.1ESP2.1GSP2.1FSP2.1HSP2.1ISP2.2JSP2.2KSP2.2LSP2.2LSP2.2MSP2.2NSP2.2NSP2.2OSP2.2PSP2.2Q SP2.3QSP2.3R SP2.3 RSP2.3RSP2.3SSP2.3SSP2.3TSP2.3USP2.3VSP2.3WSP2.3XSP2.3YSP2.4ZSP2.4AASP2.4YSP2.4A B S P 2 .4 ACSP2.4XSP2.3XSP2.3ACSP2.4ACSP2.4ADSP2.4ADSP2.4AESP2.4AC SP2.4AFSP2.4AGSP2.5AHSP2.5AISP2.5AJSP2.5AKSP2.5ALSP2.5AMSP2.5ANSP2.6AOSP2.6APSP2.6AQSP2.6ARSP2.6ASSP2.6ATSP2.6AUSP2.7AVSP2.7AWSP2.7AXSP2.7AYSP2.7AZSP2.7BASP2.7BBSP2.7BCSP2.8BDSP2.8DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS KEYBAJMBFSP2.0SP2.0SP3.3BAJMBFEnclosure 1 - Page 45Exhibit C ASP2.1BSP2.1BSP2.1CSP2.1DSP2.1ESP2.1GSP2.1FSP2.1HSP2.1ISP2.2JSP2.2KSP2.2LSP2.2LSP2.2MSP2.2NSP2.2NSP2.2OSP2.2PSP2.2Q SP2.3QSP2.3RSP2.3TSP2.3USP2.3VSP2.3WSP2.3XSP2.3YSP2.4ZSP2AASP2.4A B S P 2 .4 ACSP2.4ACSP2.4ADSP2.4ADSP2.4SECTION ASCALE: 1" = 3'ASP2.1BSP2.1SECTION BSCALE: 1" = 3'DSP2.1SECTION DSCALE: 1" = 3'ESP2.1SECTION ESCALE: 1" = 3'FSP2.1SECTION FSCALE: 1" = 3'GSP2.1SECTION GSCALE: 1" = 3'CSP2.1SECTION CSCALE: 1" = 3'HSP2.1SECTION HSCALE: 1" = 3'1'-0"6'-6"0'-6"4'-6"1'-0"6'-8"0'-6"4'-9"0'-6"6'-8"1'-0"5'-0"1'-6"1'-6"0'-5"0'-5"1'-0"6'-9"0'-6"1'-6"5'-1"1'-6"1'-6"7'-11"0'-6"6'-9"0'-6"6'-10"1'-0"1'-7"0'-5"1'-6"1'-6"5'-5"1'-6"0'-6"3'-11"6'-1"1'-2"0'-3"0'-4"0'-3"1'-2"0'-6"0'-9"1'-3"4'-1"1'-2"5'-3"0'-6"3'-11"6'-6"1'-2"0'-3"0'-4"0'-3"1'-2"0'-6"0'-9"1'-3"4'-4"1'-2"5'-6"R7'-0"R7'-0"R7'-0"R7'-0"R8'-0"R8'-0"R7'-0"R7'-0"R7'-0"2.5" ID SCH 40STEEL PIPE12SP3.22.5" ID SCH 40STEEL PIPE12SP3.22.5" ID SCH 40STEEL PIPE12SP3.22.5" ID SCH 40STEEL PIPE12SP3.22.5" ID SCH 40STEEL PIPE12SP3.2POOL COPINGPOOL COPING7SP3.17SP3.1POOL COPING7SP3.16" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY4'-9"6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAYDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.1SP2.1SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 46Exhibit C BSP2.1CSP2.1DSP2.1ESP2.1GSP2.1FSP2.1HSP2.1ISP2.2JSP2.2KSP2.2LSP2.2LSP2.2MSP2.2NSP2.2NSP2.2OSP2.2PSP2.2Q SP2.3Q SP2.3R SP2.3 RSP2.3RSP2.3SSP2.3SSP2.3TSP2.3USP2.3VSP2.3WSP2.3XSP2.3YSP2.4ZSP2.4AASP2.4YSP2.4A B S P 2 .4 ACSP2.4XSP2.3ACSP2.4ACSP2.4ADSP2.4ADSP2.4AC SP2.4AF AGSP2.5AHSP2.5AISP2.5SSECTION ISCALE: 1" = 3'ISP2.2JSP2.2SECTION JSCALE: 1" = 3'LSP2.2SECTION LSCALE: 1" = 3'MSP2.2SECTION MSCALE: 1" = 3'NSP2.2SECTION NSCALE: 1" = 3'OSP2.2SECTION OSCALE: 1" = 3'KSP2.2SECTION KSCALE: 1" = 3'PSP2.2SECTION PSCALE: 1" = 3'1'-0"6'-8"3'-11"10'-7"0'-6"4'-5"1'-2"5'-8"0'-6"6'-10"1'-0"5'-6"0'-6"6'-11"1'-0"5'-9"0'-6"4'-0"1'-6"8'-0"0'-6"2'-0"8'-0"0'-6"8'-0"1'-6"3'-7"0'-6"1'-6"8'-0"0'-6"4'-0"1'-0"2'-0"0'-6"3'-6"1'-0"1'-0"1'-0"3'-6"0'-6"2'-0"2'-0"1'-0"2'-9"5'-6"0'-6"1'-10"3'-8"5'-6"R7'-0"R7'-0"R7'-0"R5'-0"R8'-0"R8'-0"R5'-0"R5'-0"R4'-0"R4'-0"R3'-0"R6'-0"2.5" ID SCH 40STEEL PIPE12SP3.22.5" ID SCH 40STEEL PIPE12SP3.2POOL COPING7SP3.1POOL COPING7SP3.16" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY5'-6"6'-0"DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.SP2.SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 47Exhibit C ESP2.1FSP2.1H SP2.1ISP2.2JSP2.2KSP2.2LSP2.2LSP2.2MSP2.2NSP2.2NSP2.2OSP2.2PSP2.2QSP2.3QSP2.3R SP2.3 RSP2.3RSP2.3SSP2.3SSP2.3TSP2.3USP2.3VSP2.3WSP2.3XSP2.3YSP2.4ZSP2.4AASP2.4YSP2.4A B S P 2 .4 ACSP2.4XSP2.3ACSP2.4ACSP2.4ADSP2.4ADSP2.4AESP2.4AC SP2.4AFSP2.4AGSP2.5AHSP2.5AISP2.5AJSP2.5AKSP2.5AMSP2ANSP2.6AOSP2.6APSP2.6AQSP2.6ASSP2SECTION QSCALE: 1" = 3'QSP2.3RSP2.3SECTION RSCALE: 1" = 3'TSP2.3SECTION TSCALE: 1" = 3'USP2.3SECTION USCALE: 1" = 3'VSP2.3SECTION VSCALE: 1" = 3'WSP2.3SECTION WSCALE: 1" = 3'SSP2.3SECTION SSCALE: 1" = 3'XSP2.3SECTION XSCALE: 1" = 3'0'-6"5'-11"1'-0"5'-0"0'-6"8'-6"1'-0"0'-4"8'-6"0'-6"8'-6"1'-0"0'-3"8'-6"1'-0"8'-0"0'-6"2'-4"2'-2"10'-0"2'-2"2'-5"1'-0"0'-6"2'-4"5'-0"5'-0"10'-3"2'-2"1'-0"8'-0"0'-6"0'-6"2'-2"0'-4"10'-4"1'-0"5'-7"2'-5"0'-6"2'-6"0'-6"2'-3"2'-6"1'-4"1'-2"R6'-0"R8'-6"R8'-6"R7'-0"R7'-0"R7'-0"R7'-0"R2'-0"POOL COPING7SP3.1POOL COPING7SP3.1POOL COPING7SP3.16" C-CHANNELFLUSH10SP3.22.0" ID SCH 40STEEL PIPE14SP3.22.0" ID SCH 40STEEL PIPE13SP3.26" NWC SLAB UON3" CLR#4 @ 12"o.c. HORIZONTAL6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY#4 @ 8"o.c. VERTICAL3'-0"8" NWC SLAB, ADD ANADDL #4 VERT @8" o.c.6" NWC SLAB UON3" CLR#4 @ 12"o.c. HORIZONTAL#4 @ 8"o.c. VERTICAL8" NWC SLAB, ADD ANADDL #4 VERT @8" o.c.3'-0"DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.3SP2.3SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 48Exhibit C FSP2.1JSP2.2KSP2.2LSP2.2MSP2.2NSP2.2OSP2.2PSP2.2QSP2.3Q SP2.3R SP2.3 RSP2.3RSP2.3SSP2.3SSP2.3TSP2.3USP2.3VSP2.3WSP2.3XSP2.3YSP2.4ZSP2.4AASP2.4YSP2.4A B S P 2 .4 ACSP2.4XSP2.3ACSP2.4ACSP2.4ADSP2.4ADSP2.4AESP2.4AC SP2.4AFSP2.4AGSP2.5AHSP2.5AISP2.5AJSP2.5AKSP2.5ALSP2.5AMSP2.5ANSP2.6AOSP2.6APSP2.6AQSP2.6ARSP2.6ASSP2.6SECTION YSCALE: 1" = 3'YSP2.4ZSP2.4SECTION ZSCALE: 1" = 3'ABSP2.4SECTION ABSCALE: 1" = 3'ACSP2.4SECTION ACSCALE: 1" = 3'ADSP2.4SECTION ADSCALE: 1" = 3'AESP2.4SECTION AESCALE: 1" = 3'AASP2.4SECTION AASCALE: 1" = 3'AFSP2.4SECTION AFSCALE: 1" = 3'3'-0"0'-6"9'-0"1'-0"0'-6"7'-0"1'-2"2'-0"0'-10"1'-0"2'-0"1'-0"7'-0"0'-6"1'-2"2'-0"0'-6"7'-0"1'-0"2'-0"1'-0"7'-0"2'-0"2'-0"0'-6"3'-3"2'-8"1'-0"1'-2"1'-0"1'-0"5'-0"1'-7"3'-5"0'-6"2'-10"1'-0"2'-0"4'-6"3'-0"0'-6"1'-10"1'-0"0'-6"8'-0"1'-11"0'-11"0'-10"1'-0"R7'-0"R7'-0"R7'-0"R7'-0"R7'-0"R10'-0"R8'-0"R5'-0"R5'-0"R7'-0"15SP3.28" FLAT STEEL BARBRAKE BEND8" FLAT STEEL BARBRAKE BEND15SP3.28" FLAT STEEL BARBRAKE BEND15SP3.26" C-CHANNELFLUSH10SP3.22.0" ID SCH 40STEEL PIPE14SP3.26" C-CHANNELCANTILEVER8SP3.1(4) #4 CONT BAR#4 HOOK @18" o.c.(4) #4 CONT BAR#4 HOOK @18" o.c.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.4SP2.4SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 49Exhibit C OSP2.2PSP2.2QSP2.3Q3R SP2.3 RSP2.3RSP2.3SSP2.3SSP2.3ZSP2.4YSP2.4A B S P 2 .4XSP2.3XSP2.3ACSP2.4ACSP2.4ADSP2.4AESP2.4AC SP2.4AFSP2.4AGSP2.5AHSP2.5AISP2.5AJSP2.5AKSP2.5ALSP2.5AMSP2.5ANSP2.6AOSP2.6APSP2.6AQSP2.6ARSP2.6ASSP2.6ATSP2.6AUSP2.7AVSP2.7AWSP2.7AXSP2.7AYSP2.7AZSP2.7SECTION AGSCALE: 1" = 3'AGSP2.5AHSP2.5SECTION AHSCALE: 1" = 3'AJSP2.5SECTION AJSCALE: 1" = 3'AKSP2.5SECTION AKSCALE: 1" = 3'ALSP2.5SECTION ALSCALE: 1" = 3'AMSP2.5SECTION AMSCALE: 1" = 3'AISP2.5SECTION AISCALE: 1" = 3'0'-6"1'-0"11'-4"8'-0"0'-6"2'-5"2'-6"12'-4"1'-9"1'-9"1'-9"0'-6"TYP.0'-6"8'-6"1'-0"7'-0"0'-6"1'-6"2'-0"2'-0"8'-0"0'-6"1'-3"7'-0"1'-0"9'-0"10'-2"7'-0"2'-0"1'-3"8'-0"0'-6"1'-0"5'-7"2'-5"0'-6"2'-6"3'-0"0'-10"2'-4"0'-8"0'-6"3'-7"0'-4"6'-10"0'-6"5'-6"2'-4"0'-6"3'-6"0'-4"6'-10"0'-6"5'-6"2'-0"2'-5"0'-6"R7'-0"R7'-0"R7'-0"R4'-0"R7'-0"R4'-0"R7'-0"R4'-0"R7'-0"2.0" ID SCH 40STEEL PIPE12SP3.22.0" ID SCH 40STEEL PIPE12SP3.26" C-CHANNELCANTILEVER8SP3.16" C-CHANNELCANTILEVER8SP3.16" C-CHANNELCANTILEVER8SP3.16" C-CHANNELFLUSH10SP3.22.0" ID SCH 40STEEL PIPE12SP3.26" C-CHANNELCANTILEVER8SP3.1#4 DOWEL @ 18" o.c. TYPLAP PER DETAIL 1/SP3.3#4 CONT BAR @18" o.c. TYP3" CLR#4 CONT @ CTR OF STEP TYP2" CLR TYP#4 CONT TYP6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY6" NWC SLAB3" CLR#4 @ 12"o.c. EA WAY(4) #4 CONT BAR(4) #4 CONT BAR#4 TIES @18" o.c.#4 TIES @18" o.c.3" CLRDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.5SP2.5SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 50Exhibit C Q 3R SP2.3RSP2.3SSP2.3SSP2.32.4YSP2.4XSP2.3XSP2.3ACSP2.4AESP2.4AC SP2.4AFSP2.4AGSP2.5AHSP2.5AISP2.5AJSP2.5AKSP2.5ALSP2.5AMSP2.5ANSP2.6AOSP2.6APSP2.6AQSP2.6ARSP2.6ASSP2.6ATSP2.6AUSP2.7AVSP2.7AWSP2.7AXSP2.7AYSP2.7AZSP2.7BASP2.7ANSP2.6SECTION ANSCALE: 1" = 3'SECTION AOSCALE: 1" = 3'AOSP2.6APSP2.6SECTION APSCALE: 1" = 3'ARSP2.6SECTION ARSCALE: 1" = 3'ASSP2.6SECTION ASSCALE: 1" = 3'ATSP2.6SECTION ATSCALE: 1" = 3'AQSP2.6SECTION AQSCALE: 1" = 3'0'-6"2'-4"4'-6"0'-4"3'-7"0'-6"2'-2"5'-6"2'-0"1'-0"5'-7"2'-2"1'-0"2'-2"0'-6"2'-0"1'-0"8'-9"2'-0"0'-6"0'-6"2'-0"0'-10"2'-0"1'-0"3'-0"1'-0"8'-0"0'-6"0'-9"1'-6"2'-6"0'-8"6'-0"0'-6"1'-7"1'-10"8'-0"1'-10"2'-0"1'-0"8'-0"0'-6"0'-6"2'-0"2'-0"2'-0"1'-0"8'-0"1'-0"R7'-0"R7'-0"R4'-0"R7'-0"R7'-0"R7'-0"R7'-0"R7'-0"R7'-0"10'-2"10'-2"13'-0"14'-1"1'-6"44°2.0" ID SCH 40STEEL PIPE12SP3.26" C-CHANNELCANTILEVER8SP3.16" C-CHANNELFLUSH10SP3.22.0" ID SCH 40STEEL PIPE14SP3.22.0" ID SCH 40STEEL PIPE14SP3.28" FLAT STEEL BARBRAKE BEND15SP3.22.0" ID SCH 40STEEL PIPE13SP3.22.0" ID SCH 40STEEL PIPE13SP3.26" C-CHANNELFLUSH10SP3.2#4 @12" o.c.LAP PER DETAIL 1/SP3.3LAP PER DETAIL 1/SP3.3LAP PER DETAIL 1/SP3.3#4 DOWEL @12"o.c.#4 DOWEL @12"o.c.2" CLR TYPDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.6SP2.6SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 51Exhibit C RSP2.3SSP2.3SP2.3XSP2.3AESP2.4AFSP2.4AISP2.5AJSP2.5AKSP2.5ALSP2.5AMSP2.5ANSP2.6AOSP2.6APSP2.6AQSP2.6ARSP2.6ASSP2.6ATSP2.6AUSP2.7AVSP2.7AWSP2.7AXSP2.7AYSP2.7AZSP2.7BASP2.7BBSP2.7AUSP2.7SECTION AUSCALE: 1" = 3'AVSP2.7SECTION AVSCALE: 1" = 3'SECTION AWSCALE: 1" = 3'AWSP2.7AXSP2.7SECTION AXSCALE: 1" = 3'AZSP2.7SECTION AZSCALE: 1" = 3'BASP2.7SECTION BASCALE: 1" = 3'BBSP2.7SECTION BBSCALE: 1" = 3'AYSP2.7SECTION AYSCALE: 1" = 3'1'-10"3'-9"5'-3"8'-0"1'-10"1'-9"1'-9"1'-9"0'-6"TYP.0'-6"8'-0"1'-0"2'-6"0'-6"8'-0"1'-0"10'-0"2'-3"8'-6"0'-6"2'-2"5'-10"1'-10"1'-0"8'-0"1'-0"1'-10"0'-2"1'-10"1'-4"11'-0"0'-3"0'-9"3'-0"1'-6"1'-2"3'-0"3'-0"3'-0"3'-0"12'-0"1'-3"2'-6"1'-3"R7'-0"R7'-0"R7'-0"R7'-0"10'-2"9'-3"6" C-CHANNELCANTILEVER8SP3.16" C-CHANNELCANTILEVER8SP3.16" C-CHANNELCANTILEVER8SP3.16" C-CHANNELFLUSH10SP3.26" C-CHANNELFLUSH10SP3.26" C-CHANNELFLUSH10SP3.26" C-CHANNELFLUSH10SP3.22.0" ID SCH 40STEEL PIPE13SP3.22.0" ID SCH 40STEEL PIPE14SP3.26" C-CHANNELFLUSH10SP3.2#4 DOWEL @18" o.c. TYP#4 @18" o.c. EA WAY TYP3" CLR2" CLR TYP#4 @18" o.c. EA WAY TYPLAP PER DETAIL 1/SP3.3#4 Z DOWEL @18" o.c.w/12" LAP EA ENDSTD HOOK#4 @18" o.c.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.7SP2.7SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 52Exhibit C XSP2.3ALSP2.5AMSP2.52.6ARSP2.6ASSP2.6ATSP2.6AUSP2.7AVSP2.7AWSP2.7AXSP2.7AYSP2.7AZSP2.7BASP2.7BBSP2.7BCSP2.8BDSP2.8BCSP2.8SECTION BCSCALE: 1" = 3'BDSP2.8SECTION BDSCALE: 1" = 3'0'-6"4'-0"1'-0"2'-0"0'-6"4'-3"2'-4"R5'-0"R5'-0"2.0" ID SCH 40STEEL PIPE12SP3.22.0" ID SCH 40STEEL PIPE12SP3.2#4 @18" o.c. EA WAY TYP#4 @18" o.c. EA WAY TYPDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK SECTIONS & KEYBAJMBFSP2.8SP2.8SP3.3BAJMBFLEGEND SECTION LOCATION #4 BARS @18" o.c. EACH WAY UNLESS NOTED OTHERWISEASP2.1Enclosure 1 - Page 53Exhibit C 1'-0"0'-6"UONPOOL COPING & BOND BEAMNTSCONCRETE SURFACINGNTSSHOTCRETE SURFACINGNTSCONCRETE EDGENTSSAW-CUT JOINTNTSCONSTRUCTION JOINTNTSNTSREINFORCED CONCRETE LEDGE - CANTILEVER EDGENTSNOTE TYP.SEE GEOTECH REPORT FORSUBGRADE RECOMMENDATIONS.TYPICAL NOTES:PRIME STEEL WITH WITH RUST-OLEUMINTERIOR/EXTERIOR FLAT PRIMER OR EQUALBEFORE INSTALLATION.PAINT EXPOSED STEEL WITH RUST-OLEUMACRYLIC INTERIOR/EXTERIOR RED GLOSSENAMEL OR EQUAL AFTER INSTALLATION.STEEL GRIND EDGE - CANTILEVER STEEL CHANNELC6 X 8.2 STEELCHANNEL1"0'-3"0'-3"GRADED AGGREGATE BASE#4 BARS @18" O.C. BOTHWAYS, CENTER BARS IN SLABUNLESS NOTED OTHERWISE5" THICK CONCRETE SLAB, SEESPECIFICATIONS FOR FURTHERINFORMATIONHAND TROWELED SMOOTHFINISH5" TYP.4" TYP.GRADED AGGREGATE BASE#4 BARS @18" O.C. BOTHWAYS, CENTER BARS IN SLABUNLESS NOTED OTHERWISE6" THICK CONCRETE SLAB, SEESPECIFICATIONS FOR FURTHERINFORMATIONHAND TROWELED SMOOTHFINISH6" TYP.4" TYP.3/8" RADIUSTOOLED EDGEGRADED AGGREGATE BASE#4 BARS @18" O.C. BOTHWAYS, CENTER BARS IN SLABUNLESS NOTED OTHERWISE5" THICK CONCRETE SLAB, SEESPECIFICATIONS FOR FURTHERINFORMATIONHAND TROWELED SMOOTHFINISHMIN. 14, MAX 13 OFSLAB THICKNESS18" WIDE SAW-CUT5" TYP.#4 w/ 24" LAP EA SIDE@18" O.C.CENTER BARSIN SLAB, TYP.5" TYP.4" TYP.2"2" PRECAST BULLNOSECONCRETE COPING. TEDDERSTONE COPING CO. OREQUAL W/ 38" MORTAR JOINTS1" BED OF MORTAR MASONRY MIXTOOLED FLUSH W/ SHOTCRETE(COLOR TO MATCH CONCRETE)CONSTRUCTIONJOINTVARIES,SEE SECTIONWELD #3 CROSS BRACES@18" O.C. BOTH WAYS#4 STIRRUP @18" O.C.4" TYP.#4 BARS @18" O.C.BOTH WAYS, TYP.CONSTRUCTION JOINT IF REQUIREDINSTALL FLUSH W/ CONCRETE, GRINDCONCRETE FLUSH IF REQUIREDC6 X 8.2 STEEL CHANNEL, TYP.1SP3.12SP3.13SP3.14SP3.15SP3.17SP3.18SP3.19SP3.18SP3.19SP3.16"VARIES18" RADIUS TOOLED EDGEGRINDLINE THE DRAINNTSTOP OF DRAIN GRATESLOPE TO DRAIN8" DIA.SLOPE TO DRAINCONCRETE SLABSDR-35 ELBOW6" SDR-35 PIPELINE (TYP.)STAINLESS STEELDRAIN GRATE3"8" DIA.VARIESGRINDLINE THE DRAIN38" GALVANIZED STEELMANUFACTURED BY:THE DESIGN GARAGE(206.933.0988)6SP3.1ENGINEERING SPECIFICATION: GRINDLINE GL415SSSKATEPARK FLOOR DRAIN, GALVANIZED STEEL BODY WITHBOTTOM OUTLET, STAINLESS STEEL MEDIUM DUTY STRAINER6" SDR-35 PIPE5SP3.18"8"MIN3" CLRNOTES:1. CONTROL JOINTS SHALL BE A MAX OF 15'-0" O.C. APARTEA WAY UNLESS OTHERWISE APPROVED BY SEOR.2. PROVIDE SAWCUT WITHIN 12 HOURS OF POUR.3. FILL JOINTS WITH SEALANT IF REQUIRED.LAP PER DETAIL 1/SP3.3#4 @12" O.C. UON, CTR IN SLABSLAB REINF PERDETAIL 1/SP3.13" CLR(4) #4 BARS CONTSLAB REINF PER DETAIL1/SP3.1#4 BARS @ 18" O.C.3/16"TYP.3/16"TYP.#4 BARS @18" O.C.EACH WAYDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK DETAILS 1BAJMBFSP3.1SP3.1SP3.3BAJMBFEnclosure 1 - Page 54Exhibit C NTS4"FLAT STEEL BAR GRIND EDGE - BRAKE BENDHANDRAIL FOOTING - END POSTNTSHANDRAIL FOOTING - CENTER POSTNTSNTSREINFORCED CONCRETE LEDGE - FLUSH EDGENTSTYPICAL NOTES:PRIME STEEL WITH WITH RUST-OLEUMINTERIOR/EXTERIOR FLAT PRIMER OR EQUALBEFORE INSTALLATION.PAINT EXPOSED STEEL WITH RUST-OLEUMACRYLIC INTERIOR/EXTERIOR RED GLOSSENAMEL OR EQUALAFTER INSTALLATION.STEEL GRIND EDGE - FLUSH STEEL CHANNELC6 X 8.2 STEELCHANNELVARIES,SEE SECTIONWELD #3 CROSS BRACES@18" O.C. BOTH WAYS4" TYP.CONSTRUCTION JOINTIF REQUIREDINSTALL FLUSH W/CONCRETE, GRINDCONCRETE FLUSH IFREQUIREDC6 X 8.2 STEELCHANNEL, TYP.0'-1/4"0'-1/4"NOTE: PRIME STEEL WITH WITH RUST-OLEUM INTERIOR/EXTERIOR FLAT PRIMER OR EQUAL BEFORE INSTALLATION.PAINT EXPOSED STEEL WITH RUST-OLEUM ACRYLICINTERIOR/EXTERIOR RED GLOSS ENAMEL OR EQUAL AFTERINSTALLATION.STEEL COPING AND BOND BEAMNTS#4 X 18" SMOOTHDOWEL @24" O.C.WELD 12" X 6" ANCHORBOLT OR NELSONSTUD @36" O.C. MIN.2.0" OR 2.5" ID SCH. 40STANDARD BLACK STEELSEAM WELDED PIPE COPING18" BULLNOSE CONTINUOUSTOOLED EDGE6" LENGTH MIN.COLD JOINT12" X 6" ANCHOR BOLT ORNELSON STUD @36" O.C. MIN.10SP3.211SP3.210SP3.211SP3.212SP3.2VARIES13SP3.26"1'-0"1'-0"4"9"SEE SECTIONS FOR MATERIALMITER STEEL AT ALL EDGESAND GRIND SMOOTHCONTINUOUS WELDS ATMITERED EDGESSEE SECTIONS FORMATERIAL, PAINT STEELPRIOR TO CONCRETE POUR#4 x 2" STEEL ANCHOR(4) SIDES @ EACH POSTUNDISTURBED NATIVE SOILVARIES,SEESECTIONS5"1'-0" MIN.6"VARIES3" CLEAR MIN.12" SQVARIES,SEESECTIONS5"1'-0" MIN.6"3" CLEAR MIN.12" SQSEE SECTIONS FOR MATERIALWELD END PIECE TOPERPENDICULAR STEEL TUBING,GRIND SMOOTHSEE SECTIONS FORMATERIAL, PAINT STEELPRIOR TO CONCRETE POUR#4 x 2" STEEL ANCHOR(4) SIDES @ EACH POSTUNDISTURBED NATIVE SOILVARIES14SP3.215SP3.2INSTALL FLUSH W/ CONCRETE,GRIND CONCRETE IF NECESSARY8"x14" FLAT STEEL BAR, BRAKE BENDTO MATCH ANGLE OF LEDGEWELD #4 REBAR TO STEEL 36" O.C.#4 BARS @18" O.C. EACH WAY18" RADIUS TOOLED EDGE18" RADIUS TOOLED EDGE18" RADIUS TOOLED EDGE#4 BARS @ 18" O.C.3/16"TYP.#4 STIRRUP @18" O.C.(4) #4 BARS CONTSLAB REINF PER DETAIL1/SP3.1#4 BARS @18" O.C.BOTH WAYS, TYP.3/16"TYP.#4 BARS @18" O.C.EACH WAY3" CLR, TYP3" CLR, TYP(4) #4 BARS CONT#4 TIES @18"o.c.CL OF POSTCL OF POSTGRADED AGGREGATE BASEGRADED AGGREGATE BASE#4 DOWEL /w STD HOOK TO MATCHSPACING OF S.O.G. REINF. OVERLAP2' MIN, TYP#4 DOWEL w/ STD HOOK TO MATCHSPACING OF S.O.G. REINF. OVERLAP2' MIN, TYP3/16"TYP.DEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK DETAILS 2BAJMBFSP3.2SP3.2SP3.3BAJMBFEnclosure 1 - Page 55Exhibit C TYPICAL REINFORCEMENT BEND DETAILSEND HOOKS, ALLGRADESBAR SIZE D J#3 2 14" 3"#43"4"#5 3 34" 5"#6 4 12" 6"#75 14"7"#86"8"#9 9 14" 11 12"#10 10 14" 13"#11 12 12" 15 34"SPANDREL STIRRUPTWO-PIECE TIECOLUMN TIEd45°MAX16 MINBAR OFFSETSTIRRUP/ TIEHOOKS & BENDSBAR END HOOKS &BENDSNOTE: d = BAR DIAMETERD = 1 12" FOR #3D = 2" FOR #4D = 2 12 FOR #5D = 6d FOR #3 TO #8D = 8d FOR #9 TO #11D = 10d FOR #14 & #18DALT 180° HOOKEVERY OTHER TIEALT 135° HOOKEVERY OTHER TIE10d10dD TYPSEEBELOWSEEBELOWSEE BELOWSEE BELOW12dJ4d OR2 12" MIN6d OR3" MINd6d3" MINDDDDdNOTES:1. ALL DETAILING OR REINF SHALL COMPLY WITH THIS SCHEDULE UNLESS SPECIFICALLY DETAILED OTHERWISE ONTHE DRAWINGS.2. REINF DEVELOPMENT LENGTH AND SPLICE TABLE IS BASED ON UNCOATED GRADE 60 STEEL PER ACI 318 CHAPTER25 AND SECTION 18.8.5 (CONC) AND TMS 530 SECTION 3.3 (CMU).3. db = BAR DIAMETER.4. NP = NOT PERMITTED.5. TOP REINF IS HORIZONTAL REINF THAT HAS MORE THAN 12" OF CONC PLACED BELOW IT.6. LAP LENGTHS SHOWN MEET REQUIREMENTS FOR A CLASS "B" SPLICE.7. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL NOT BE LESS THAN THE LARGER OF 2 BARDIAMETERS OR 2". CLEAR COVER SHALL NOT BE LESS THAN THE LARGER OF THE BAR DIAMETER SIZE OR PERGENERAL NOTES. (ALTERNATE: SPLICE BY WELDING OR MECHANICAL CONNECTORS.)8. TYPE 1 SPLICES SHALL DEVELOP 125% OF THE YIELD STRENGTH OF THE REINF (75 KSI).8.1. WELDED SPLICE (COMPLETE JOINT PENETRATION): SEE TYPICAL DETAILS FOR ADDL INFO.8.2. MECHANICAL CONNECTORS: TENSION-COMPRESSION TYPE WITH A VALID ICC APPROVAL REPORT AND SHALLBE INSTALLED IN ACCORDANCE WITH THE REPORT.9. A STANDARD HOOK SHALL BE PROVIDED WHERE THE DEVELOPMENT LENGTH IS NOT POSSIBLE DUE TO SPACERESTRICTIONS (REFER TO HOOKED BAR SCHEDULE).10. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING BARS OF DIFFERING DIAMETERS.11. AT CONC WALLS, SPLICES IN HORIZONTAL REINF SHALL BE STAGGERED.12. Ld= DEVELOPMENT LENGTH (DEV), Ls= LAP SPLICE (LAP).TYPICAL DEVELOPMENT & LAP LENGTHSREINFORCEMENT DEVELOPMENT & LAPLENGTHS (INCHES)BASEMATERIALF'c OR F'm(PSI)CONDITIONREINFORCEMENTSIZE#3 #4 #5 #6NWC4,000STD DEV 15 19 24 29TOP DEV 20 25 32 38STD LAP 20 25 32 38TOP LAP 26 33 41 50HOOKED BARDEVELOPMENTLENGTH, Ldh(INCHES)F'c(PSI)REINFORCEMENTSIZE#3 #4 #5 #64,000 8 101215MAINBARSPLICE BAR2db2" MINLdLsLdh21ENERAL. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE, TITLE24, THE ORDINANCES OF THE LOCAL BUILDING OFFICIAL, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.. REFERENCE TO CODES, RULES REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS OR REQUIREMENTSOF REGULATORY AGENCIES IS TO THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BIDUNLESS THE DOCUMENT DATE IS SHOWN.. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOTSPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,USE SIMILAR DETAILS OFCONSTRUCTION, SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD (SEOR).. STRUCTURAL TYPICAL DETAILS ON SHEETSP3.3APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THESAME OF SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THATTHEY OCCUR.. VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY GRINDLINE OFDISCREPANCIES.. DO NOT SCALE THE DRAWINGS.. TOLERANCES SHALL BE ACCORDING TO THE BUILDING CODE.. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. NOTIFY GRINDLINE OF ANYDISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK.. THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BYTHE SEOR, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FORTHE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS;BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED ASSUPERVISION OF CONSTRUCTION.0. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THEREQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS ANDADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS RELATED WITH THIS WORK.1. CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNED BY THE SEOR FOR THE FOLLOWING:A. ANY CONSTRUCTION LOADS (I.E. CRANES, CONCRETE TRUCKS OR ETC.)B. ANY SPECIFIC OCCUPANT SERVICE LOADS (I.E. FORKLIFTS, STORAGE RACKS OR ETC.)ESIGN CRITERIA. THE OBJECTIVE OF THIS WORK IS TO DESIGN CAST-IN-PLACE CONCRETE BOWLS AT A NEW SKATE PARK.. DESIGN LOAD CRITERIA:LATERAL PRESSURELEVEL GRANULAR BACKFILL(PCF)ACTIVE PRESSURE (PER GEOTECH REPORT)38EXISTING CONSTRUCTION/ RETROFIT1.THE CONTRACTOR SHALL REMOVE ALL INTERFERING ITEMS FOR NEW CONSTRUCTION AND SHALL REPAIR OR REPLACE ALL REMOVED ITEMS TO MATCH THE EXISTING CONDITIONS IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS.2.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT AND SEOR. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ARCHITECT AND/ OR SEOR.3.IT IS ASSUMED THAT THE EXISTING STRUCTURE IS UNDAMAGED AND THE ORIGINAL DESIGN STRENGTH HAS NOT BEEN COMPROMISED. COMMON COMPROMISES TO STRUCTURAL INTEGRITY MAY INCLUDE BUT ARE NOT LIMITED TO: CUT OR DAMAGED REINFORCING BARS, DAMAGED FRAMING OR CONNECTIONS DUE TO CORROSION OR DETERIORATION, NEGLIGENCE IN CONSTRUCTION METHODS, OPENINGS/PENETRATIONS IN STRUCTURE THAT WERE NOT PERMITTED OR ACCOUNTED FOR IN THE ORIGINAL DESIGN, AND UNDOCUMENTED CONDITIONS THAT WERE NOT PRESENTED DURING DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR SURVEYING THE EXISTING CONDITIONS BY NON-DESTRUCTIVE METHODS (VISUAL INSPECTION, GROUND-PENETRATING-RADAR, X-RAY, ETC.) AS REQUIRED AND SHALL REPORT ANY DAMAGES OR DEFICIENCIES TO THE SEOR.4.ADDITIONS TO THE EXISTING STRUCTURE ARE NOT INTENDED TO BRING THE EXISTING BUILDING UP TO NEW CODE OR INCREASE THE SEISMIC OR WIND RESISTANCE OF THE EXISTING BUILDING. SPIRE STRUCTURAL ENGINEERING, INC. HAS NOT REVIEWED NOR ANALYZED THE EXISTING BUILDING'S LATERAL FORCE RESISTING SYSTEM SINCE IT IS BEYOND THE SCOPE OF WORK FOR THE PROJECT.5.ALL EXISTING ROOFING, FRAMING, PIPING, WIRING, SHEATHING AND INSULATION SHALL BE MAINTAINED UNDAMAGED IN PLACE WITH NECESSARY MODIFICATIONS TO ACCOMMODATE THE NEW CONSTRUCTION.6.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED FRAMING MEMBERS CAUSED BY CONSTRUCTION WHEN REQUIRED BY THE INSPECTOR OR THE SEOR.7.ANY PARTS OF WORK AREA WHICH ARE TO BE BARRICADED OR SEALED TO NON-CONSTRUCTION INDIVIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE WORK.8.THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REFER TO THE PROJECT DRAWINGS FOR ADDITIONAL REQUIREMENTS.9.THE CONTRACTOR SHALL EXERT EVERY EFFORT TO MINIMIZE THE CONSTRUCTION NOISE AND DISTURBANCE DURING CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE THE CONSTRUCTION SITE.OILS AND FOUNDATIONS. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA AND RECOMMENDATIONS CONTAINED INTHE FOLLOWING GEOTECHNICAL INVESTIGATION REPORT:A. "PRELIMINARY GEOTECHNICAL INVESTIGATION AND INFILTRATION FEASIBILITY TESTING, PROPOSED SAN JUANCAPISTRANO SKATEPARK, SAN JUAN CAPISTRANO, ORANGE COUNTY, CALIFORNIA" BY GEOSOILS INC., DATEDAPRIL 23, 2021, PROJECT NO. W.O. 8061-A-SC.. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION.. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISEINDICATED.4. NOTIFY THE GRINDLINE AND SEOR IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS,FOUNDATIONS, ETC. ARE FOUND.. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING,UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION.. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE.. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER OF RECORD (GEOR) PRIORTO PLACING REINFORCING AND CONCRETE. NOTIFY THE GEOR WHEN EXCAVATIONS ARE READY FOR INSPECTION.. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE HAS ATTAINED FULL DESIGN STRENGTH.. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE 90% MINIMUM COMPACTION IN ACCORDANCEWITH THE ASTM D1557 TEST METHOD UON IN SOILS REPORT. PROVIDE 95% MINIMUM COMPACTION FOR FILL BENEATHFOOTINGS.0. SCARIFY AND RECOMPACT TOP 6 INCHES OF SOIL BENEATH FILL PER ITEM ABOVE.1. PROVIDE POSITIVE SLOPES, BOTH DURING AND AFTER CONSTRUCTION, TO DIRECT SURFACE A MINIMUM OF 10'-0FROM BUILDING FOUNDATIONS.EINFORCING STEEL. REINFORCING SHALL BE FABRICATED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCEDCONCRETE CONSTRUCTION AND SHALL CONFORM TO ASTM A615, GRADE 60.2. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE.. TERMINATE REINFORCING STEEL IN STANDARD HOOKS UNLESS OTHERWISE SHOWN.4. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1" OF STEEL SURFACEWITH A 90° STANDARD HOOK UNLESS OTHERWISE NOTED.. PROVIDE REINFORCING BAR DOWELS IN FOOTINGS, PILE CAPS AND OTHER SUPPORTING MEMBERS OF THE SAMESIZE AND SPACING AS VERTICAL REINFORCING UNLESS OTHERWISE NOTED. LAP SPLICE AS INDICATED ON TYPICALDETAILS.. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE ISPLACED.. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT FROM DISPLACING DUE TO FORMWORK,CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS,RUNNERS, BOLSTERS, SPACERS AND HANGERS AT A MAXIMUM SPACING OF 3'-0.. SUBMITTAL OF REBAR SHOP DRAWINGS IS NOT REQUIRED BY THE SEOR FOR THIS PROJECT. REBAR SHOP DRAWINGSWILLNOT BE REVIEWED BY THE SEOR.. FIELD BENDING OF REINFORCING STEEL EMBEDDED IN CONCRETE SHALL NOT BE ALLOWED UNLESS APPROVED BYTHE SEOR.0. MILL CERTIFICATIONS SHALL BE SUBMITTED FOR REVIEW.LOCATIONSCLEAR COVER, INCHESCONCRETE PLACED AGAINST EARTH3FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:#5 BARS AND SMALLER2SLABS ON GRADE (TOP CLEARANCE)112USETYPE(1)F'c (PSI)(2)MAX SLUMP(IN)NOMINAL MAXAGGREGATE (IN)WATERCEMENTITIOUSRATIO (MAX)SHOTCRETE OF SKATE BOWL NWC4,0002340.45CAST-IN-PLACE OF SKATE SLAB NWC4,000410.50*NOTE:1. NWC= NORMAL WEIGHT CONCRETE2. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS.4. CONCRETE TYPES:. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A CALIFORNIA REGISTEREDCIVIL ENGINEER'S STAMP, AND APPROVED BY THE SEOR PRIOR TO USE.. PORTLAND CEMENT SHALL BE TYPE II OR V CONFORMING TO ASTM C150 UNLESS OTHERWISE NOTED.. COARSE AGGREGATE SHALL CONFORM TO ASTM C-33.. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK.. CONTINUOUSLY MOIST CURE CONCRETE FOR 7 DAYS MINIMUM. WATER FOG SPRAYS, PONDING, SATURATEDABSORPTIVE COVERS OR MOISTURE RETAINING COVERS MAY BE USED. IN LIEU OF MOIST CURING, CURINGCOMPOUNDS MAY BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE.0. PIPES AND CONDUIT ARE TO BE PLACED IN THE MIDDLE THIRD OF SLABS AND WALLS. MAXIMUM DIAMETER SHALL BEONE-THIRD OF SLAB OR WALL THICKNESS AND MINIMUM SPACING SHALL BE 3 DIAMETERS FROM CENTER TO CENTER.1. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO ¼ AMPLITUDE AND CLEAN OF LAITANCE, FOREIGNMATTER AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS. SUBMITALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE SEOR FOR REVIEW AND APPROVAL PRIOR TOPROCEEDING WITH THE WORK.2. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES TO ¼AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES.3. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BYHAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT & PROCEDURES FOR CONSOLIDATION OF CONCRETE INACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE & PROJECTCONDITIONS.AST-IN-PLACE CONCRETE. CONCRETE IS MILDLY REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE REINFORCING IS NOTSPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN FORSIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE SEOR.2. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS AND DENOTE CLEAR COVERAGEUNLESS OTHERWISE NOTED.. THE MINIMUM CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS:SHOTCRETE1. WHERE NOT SPECIFIED, SHOTCRETE MAY BE USED AS AN ALTERNATIVE TO CAST-IN-PLACE CONCRETE WITHAPPROVAL BY THE SEOR.A. SHOTCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 CBC SECTION 1909.4 AND CHAPTER 19 INGENERAL FOR REINFORCED CONCRETE AND PROVISIONS OF ACI 506-05.2. SHOTCRETE SHALL HAVE THE SAME COMPRESSIVE STRENGTH (F'c) AND ALL OTHER REQUIREMENTS ASCAST-IN-PLACE CONCRETE UNLESS OTHERWISE NOTED.3. THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE 3/4" UNLESS OTHERWISE NOTED.A. WHEN NO. 5 OR SMALLER BARS ARE USED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLELREINFORCEMENT BARS OF 2½ INCHES.4. LAP SPLICES IN REINFORCING BARS SHALL BE BY THE NON-CONTACT LAP SPLICE METHOD WITH AT LEAST 2 INCHESCLEARANCE BETWEEN BARS.5. CONCRETE TO RECEIVE SHOTCRETE SHALL HAVE THE ENTIRE SURFACE THOROUGHLY CLEANED AND ROUGHENEDBY SAND BLASTING, AND JUST PRIOR TO RECEIVING SHOTCRETE, SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS,DIRT AND DUST. CONCRETE SHALL BE WETTED BEFORE SHOTCRETE IS DEPOSITED, BUT NOT SO WET AS TOOVERCOME SUCTION. SAND FOR SAND BLASTING SHALL BE CLEAN, SHARP AND UNIFORM IN SIZE, WITH NOPARTICLES THAT WILL PASS A 50-MESH SCREEN.6. CURING SHALL BE IN ACCORDANCE WITH SECTION 1913.9. CURING COMPOUND USED ON SHOTCRETE SHALL BEAPPROVED BY THE SEOR.7. STRENGTH TESTS FOR SHOTCRETE SHALL BE MADE IN ACCORDANCE WITH ASTM STANDARDS BY AN APPROVEDAGENCY ON SPECIMENS THAT ARE REPRESENTATIVE OF THE WORK AND WHICH HAVE BEEN WATER SOAKED FOR ATLEAST 24 HOURS PRIOR TO TESTING. THE MAXIMUM-SIZE AGGREGATE SHALL BE 3/8 INCH AND SPECIMENS SHALLCONSIST OF NOT LESS THAN 2-INCH-DIAMETER CORES OR 2-INCH CUBES.A. SAMPLING FOR SHOTCRETE SPECIMENS SHALL BE TAKEN FROM THE IN-PLACE-WORK AND SHALL BE TAKEN ATLEAST ONCE EACH SHIFT, BUT NOT LESS THAN ONE FOR EACH 50 CUBIC YARDS OF SHOTCRETE.8. ALL CRACKS WIDER THAN 1/64" IN NEW SHOTCRETE AND AT INTERFACE WITH EXISTING CONCRETE APPEARINGWITHIN 6 MONTHS OF SHOTCRETE PLACEMENT SHALL BE REPAIRED USING EPOXY ADHESIVE INJECTION BY THECONTRACTOR AT NO COST TO THE OWNER. REFER TO THE PROJECT SPECIFICATIONS FOR REQUIREMENT OF EPOXYADHESIVE INJECTION.TILT-UP CONCRETE WALL PANELS1.ALL WALL PANEL DIMENSIONS SHOWN ON THESE DRAWINGS ARE GIVEN TO ASSIST THE CONTRACTOR ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK, REVIEW, AND COORDINATE PANEL DIMENSIONS WITH PLANS AND ELEVATIONS BEFORE CONSTRUCTION AND NOTIFY THE ARCHITECT AND SEOR IN WRITING IMMEDIATELY OF ANY DISCREPANCIES.2.SEE PANEL ELEVATIONS FOR THICKNESS, REINFORCING, AND ADDITIONAL NOTES.3.PANEL ELEVATIONS ARE DRAWN AS IF BEING VIEWED FROM INSIDE OF THE BUILDING.4.SEE DETAILS AND ARCHITECTURAL DRAWINGS FOR DOWELS, ANCHORS, MISCELLANEOUS SLEEVES AND INSERTS.5.SEE ARCHITECTURAL DRAWINGS FOR SPECIAL PANEL DETAILING, NOTCHES, TEXTURING AND REVEALS.6.CAST PANELS WITH OUTSIDE FACE DOWN.7.PARTING MEDIUM SHALL BE THOMPSON'S WATER SEAL OR APPROVED EQUAL APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.8.PROVIDE NON-SHRINK GROUT UNDER ALL WALL PANELS. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS PER ASTM C109.9.PLACE REINFORCING AT 3 INCHES MAXIMUM FROM EDGE OF PANELS AND 6 INCHES MAXIMUM FROM EDGE OF PANEL OPENINGS.10.PROVIDE 2- #5 BARS AROUND ALL OPENINGS. EXTEND BARS 2'-6 BEYOND EDGE OF OPENINGS, EXCEPT IF INDICATED OTHERWISE ON PANEL ELEVATIONS. SEE DETAILS FOR ADDITIONAL INFORMATION.11.TYPICAL REINFORCING INCLUDES 2- #5 AT BOTTOM OF PANELS WITHIN 3 INCHES OF THE EDGE.12.REINFORCING SHOWN ON PANEL ELEVATIONS IS IN ADDITION TO TYPICAL REINFORCING INDICATED ON DRAWINGS.13.SEE REINFORCING STEEL NOTES FOR WELDING OF REINFORCING BARS.14.THE CONTRACTOR SHALL OBTAIN AN ANALYSIS OF THE ERECTION STRESSES OF ALL TILT-UP CONCRETE PANELS AND OTHER MEMBERS FROM A QUALIFIED STRUCTURAL ENGINEERING FIRM. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR THE SAFE AND PROPER ERECTION OF ALL MEMBERS, INCLUDING ALL ADDITIONAL REINFORCING STEEL, STRONGBACKS, AND OTHER APPURTENANCES WHICH MAY BE REQUIRED.15.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR BRACING PANELS UNTIL ALL STRUCTURAL COMPONENTS OF ROOF AND FLOOR ARE FULLY CONSTRUCTED.16.HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED.17.MAXIMUM FREE FALL OF CONCRETE SHALL BE 8'-0.MASONRY1.MASONRY (ASSEMBLY OF MASONRY UNITS, MORTAR, AND GROUT) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,500 PSI. PROPERTIES OF INDIVIDUAL COMPONENTS SHALL BE:COMPONENTASTMCOMPRESSIVESTRENGTH (PSI)REMARKSMASONRY UNITSC901,900MEDIUM WEIGHT, HOLLOW, LOAD-BEARINGMORTARC2701,800TYPE S, AGGREGATES PER ASTM C144GROUTC4762,000AGGREGATES PER ASTM C404LOCATIONSCLEARANCESBETWEEN REINFORCING AND INSIDE FACE OF MASONRY UNITS12"BETWEEN PARALLEL BARS1"EMBEDDED BOLTS1" ALL AROUND2.COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY UNIT STRENGTH METHOD OR PRISM TEST METHOD AS DEFINED BY THE BUILDING CODE.3.SEE REINFORCING STEEL NOTES FOR TYPES OF REINFORCING.4.LAP SPLICES SHALL HAVE A LENGTH OF 65 BAR DIAMETERS. WHERE MULTIPLE BARS ARE INSTALLED IN A CELL OR COURSE, STAGGER LAPS A MINIMUM OF 2'-0.5.CENTER VERTICAL REINFORCING IN WALL UNLESS OTHERWISE NOTED.6.DOWELS FROM THE FOUNDATION SHALL MATCH THE SIZE AND SPACING OF VERTICAL REINFORCING IN MASONRY UNLESS OTHERWISE NOTED.7.REINFORCE OPENINGS WITH 2- #5 HORIZONTAL AT HEAD AND 1- #5 VERTICAL AT JAMBS UNLESS OTHERWISE NOTED. EXTEND 24 BEYOND OPENING AT EACH SIDE.8.VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT THAT MAINTAINS A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL. MINIMUM GROUT SPACE FOR VERTICAL CELLS SHALL BE 2½ x 3. DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH THE CORE CONTAINING VERTICAL WALL REINFORCEMENT.9.VERTICAL REINFORCEMENT SHALL CONSIST OF ONE PIECE WITH NO SPLICES AND SHALL BE CENTERED IN WALL UNLESS OTHERWISE NOTED. PROVIDE VERTICAL SUPPORT SPACERS AT 200 BAR DIAMETERS MAXIMUM. DOWEL REINFORCEMENT TO SUPPORTING MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT INDICATED UNLESS OTHERWISE NOTED.10.BED JOINT THICKNESS SHALL BE 38 NOMINAL AND WITHIN THE TOLERANCES OF ARTICLE 3.3 F OF TMS 602. CROSS WEBS SHALL BE FULL BEDDED IN MORTAR IN ALL COURSES OF WALLS LESS THAN 6'-0 LONG, PILASTERS, AND IN THE STARTING COURSE ON FOUNDATIONS.11.LAY UNITS IN RUNNING BOND AND MAINTAIN VERTICAL CONTINUITY OF CORES OR CELL CAVITIES. USE OPEN END UNITS AT LOCATIONS OF VERTICAL REINFORCING. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS.12.FILL ALL CELLS SOLIDLY WITH GROUT UNLESS OTHERWISE NOTED. CLEAN CELLS AND BOND BEAMS OF MORTAR PROTRUSIONS AND DEBRIS BEFORE GROUTING. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE.13.PROVIDE THE FOLLOWING MINIMUM CLEARANCES:14.LOW-LIFT GROUTING: LAY UNITS A MAXIMUM OF 4'-0 HIGH BEFORE GROUTING. PLACE GROUT CONTINUOUSLY IN LIFTS NOT EXCEEDING 4'-0. COMPLETELY GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR.15.HIGH-LIFT GROUTING: LAY UNITS A MAXIMUM OF 12'-0 HIGH BEFORE GROUTING. PLACE GROUT CONTINUOUSLY IN LIFTS NOT EXCEEDING 6'-0. COMPLETELY GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. PROVIDE CLEANOUTS AT EVERY CELL ALONG THE BOTTOM COURSE OF EACH GROUT LIFT. USE SIKA GROUT AID TYPE II OR E-Z MIX ADMIXTURE IN THE GROUT TO REDUCE EARLY WATER LOSS AND PRODUCE AN EXPANSIVE ACTION.16.PROVIDE VERTICAL CONTROL JOINTS IN WALLS AT LOCATIONS SHOWN ON THE DRAWINGS.17.PIPES, CONDUITS AND SLEEVES SHALL NOT BE USED IN WALLS LESS THAN 6'-0 LONG OR PILASTERS UNLESS SPECIFICALLY DETAILED. PIPES CONTAINING LIQUID, GAS OR VAPORS SHALL NOT BE EMBEDDED IN MASONRY. CONDUITS, PIPES AND SLEEVES SHALL NOT BE ALUMINUM AND SHALL BE COMPATIBLE WITH MASONRY. PIPES, CONDUITS AND SLEEVES SHALL BE SPACED 3 DIAMETERS ON CENTER MINIMUM.STRUCTURAL STEEL1.DETAIL, FABRICATE AND ERECT IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION.2.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED:SECTIONSTYPEWIDE FLANGESASTM A992, GR 50CHANNELS, ANGLES & PLATESASTM A36PLATESASTM A572STEEL PIPEASTM A53, GR BCOLD FORMED HOLLOW STRUCTURAL SECTIONS (HSS)ASTM A500, GR BSTAINLESS STEEL SHAPES, PLATES AND BARSASTM A276HIGH STRENGTH BOLTS (HSB)ASTM A325NMACHINE BOLTS (MB)ASTM A307ANCHOR BOLTS (HEAVY HEX)ASTM F1554, GR36THREADED RODS & WELDED THREADED STUDS (WTS)ASTM A36WELDED HEADED STUDS (WHS)ASTM A108, GR 1015 THROUGH 1020NUTS (HEAVY HEX)ASTM A563WASHERSASTM F4363.PROVIDE NATURAL CAMBER UP, EXCEPT AT CANTILEVERS UNLESS OTHERWISE NOTED. AT CANTILEVERS, PROVIDE CAMBER SUCH THAT THE TIP OF THE CANTILEVER IS ABOVE THE FINAL ELEVATION.4.SPLICE MEMBERS ONLY WHERE INDICATED.5.BOLTED CONNECTIONS SHALL USE 78 DIAMETER A325 BOLTS IN BEARING TYPE CONNECTIONS UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM OF (2) BOLTS PER CONNECTION.6.WHERE SLOTTED HOLES ARE INDICATED, CENTER BOLTS IN SLOTS UNLESS OTHERWISE NOTED. HAND TIGHTEN NUT, PROVIDE SECOND NUT SNUG-TIGHTENED AGAINST FIRST, THEN SPOIL REMAINING THREADS.7.DIAMETER OF BOLT HOLE SHALL BE 116" LARGER THAN THE BOLT'S DIAMETER UNLESS OTHERWISE NOTED. USE STANDARD AISC GAGE AND PITCH FOR BOLTS UNLESS OTHERWISE NOTED.8.PROVIDE ½ DIAMETER STITCH BOLTS AND RING FILLS SPACED NOT MORE THAN 2'-0 ON CENTER FOR DOUBLE ANGLE MEMBERS.9.PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL BEARING.10.DURING FABRICATION OF STEEL MEMBERS WITH DRILLED HOLES TO ACCOMMODATE CONCRETE OR MASONRY ANCHORS, THE DRILLING MUST BE DONE AFTER THE ANCHORS HAVE BEEN INSTALLED. DRILLED HOLES IN STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS.11.ALL STEEL (EXCEPT STAINLESS STEEL) SHALL BE SHOP PRIMED WITH ZINC OXIDE PRIMER UNLESS OTHERWISE NOTED.12.PAINT ALL STRUCTURAL STEEL WITH WEATHER/RUST RESISTANT PAINT IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS UNLESS OTHERWISE NOTED.13.HOT DIP GALVANIZE STRUCTURAL STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED TO THE WEATHER IN ACCORDANCE WITH ASTM A123 AND ASTM A153. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780.14.STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED BUILDING ARE DESIGNATED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS).15.THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHOP DRAWINGS TO THE SEOR FOR APPROVAL PRIOR TO FABRICATION.16.NON-SHRINK GROUT SHALL BE PLACED BELOW BASE PLATES PRIOR TO ADDING VERTICAL LOAD.17.ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.18.TOP OF STEEL (TOS) ELEVATIONS INDICATED ON THE DRAWINGS ARE GIVEN AS AN AID TO THE CONTRACTOR. THE CONTRACTOR MUST VERIFY THE DIMENSIONS PRIOR TO THE AOR AND SEOR REVIEW OF THE STRUCTURAL STEEL SHOP DRAWINGS. THE SEOR ASSUMES NO RESPONSIBILITY FOR TOP OF STEEL ELEVATIONS.19.STRUCTURAL STEEL BELOW GRADE SHALL HAVE 3 MINIMUM OF CONCRETE COVER.20.WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE ½ DIAMETER BOLTS AT 4'-0oc FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES.21.SPECIAL INSPECTION IS REQUIRED FOR SHOP FABRICATION WHEN IT INVOLVES WELDING, THERMAL CUTTING OR HEATING UNLESS THE FABRICATOR IS APPROVED IN ACCORDANCE WITH CBC SECTION 1704.2.5.2. SEE "STRUCTURAL TESTS & SPECIAL INSPECTIONS" SECTION OF GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.22.MANUFACTURER'S CERTIFIED MILL TEST REPORTS SHALL BE SUBMITTED FOR REVIEW.STEEL STAIRS1.STAIRS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE DESIGNED BY STAIR FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS AND THE CBC USING 100 PSF LIVE LOAD. STAIR PLANS AND CALCULATIONS SHALL BE DESIGNED BY A LICENSED CIVIL ENGINEER AND SUBMITTED TO DEPARTMENT OF BUILDING AND SAFETY FOR A SEPARATE PERMIT.STRUCTURAL STEEL WELDING1. WELDERS SHALL BE CERTIFIED BY THE AWS AND THE GOVERNING JURISDICTION.2. USE THE MINIMUM SIZE OF WELDING IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION AT STEEL TOSTEEL JOINTS UNLESS A LARGER WELDING SIZE IS SPECIFIED ON THE PLANS.3. WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT.4. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY.5. ARC-WELDING ELECTRODES/ FILLER METALS SHALL BE LOW HYDROGEN TYPES E7XTX, E7XTXX OR E70XXX MINIMUMAS APPLICABLE.6. FACES OF FILLET WELDS NOT EXPOSED TO VIEW SHALL HAVE AS-WELDED SURFACES THAT ARE REASONABLYSMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED EXCEPT WHERE CLEARANCES OR FIT OFOTHER ITEMS MAY SO NECESSITATE.7. CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING.8. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. THIS SHALLBE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS IF NECESSARY.9. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP ANDVOLT METER SHALL BE USED. AMPERAGE AND VOLTAGE SHALL BE MEASURED AT THE ARC WITH THIS EQUIPMENT.TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODEMANUFACTURER'S RECOMMENDATIONS AND WITH THE APPROVED WELDING PROCEDURE SPECIFICATION.WELDING INSPECTION AND TESTING1. IN ADDITION TO VISUAL INSPECTION AND REVIEW OF CONTRACTOR'S FABRICATION AND ERECTION REPORTS, THEOWNER'S STEEL TESTING AGENCY SHALL PERFORM THE INDICATED INSPECTION AND TESTING. THE STEEL TESTINGAGENCY SHALL BE CERTIFIED BY THE BUILDING AUTHORITY AND SHALL PROVIDE REGISTERED INSPECTORS FORCONTINUOUS INSPECTION OF ALL STEEL FABRICATION AND ERECTION, STRUCTURAL WELDING AND TESTING OFMATERIALS.2. ALL WELDS SHALL BE VISUALLY INSPECTED AND PERIODICALLY MEASURED.3. AMPERAGE, VOLTAGE, POLARITY, AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THEELECTRODE MANUFACTURER'S RECOMMENDATIONS.WELDING SUBMITTALS1. PROVISION FOR WELDING HEAT EFFECTS: A SEQUENCE OF FIELD WELDING SHALL BE PLANNED TO MINIMIZERESIDUAL STRESSES AND DISTORTION AND SHALL BE SUBMITTED TO THE SEOR AT TIME OF SHOP DRAWINGSUBMITTAL.ANY PROPOSED DEVIATIONS FROM THE DETAILS SHOWN ON THE DRAWINGS SHALL BE APPROVED BYTHE SEOR. THE PROCEDURES AND THE DETAILS USED SHALL RESULT IN COMPLETED CONNECTIONS, WHICH ARE INFULL COMPLIANCE WITH THE INTENT OF THE DETAILS SHOWN ON THE DRAWINGS. THE SEQUENCE OF FIELDWELDING, BOTH IN THE JOINTS AND FRAMES AS A WHOLE, SHALL BE SUBMITTED TO THE BUILDING AUTHORITY FORAPPROVAL. NO FIELD WELDING SHALL BE PERFORMED PRIOR TO BUILDING AUTHORITY'S APPROVAL.2. A WRITTEN WELDING PROCEDURE SPECIFICATION PER AWS SHALL BE DEVELOPED BY THE CONTRACTOR ANDREVIEWED BY THE SEOR AND BUILDING AUTHORITY. ALL WELDED JOINTS SHALL BE PRE-QUALIFIED PER AWS. NONPRE-QUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST AND PROCEDURE QUALIFICATION TEST RECORD PERAWS.3. THE WELDING PROCEDURE SPECIFICATION SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THEELECTRODE MANUFACTURER AND SHALL INCLUDE THE FOLLOWING:A. THE NECESSARY INFORMATION REQUIRED BY THE CODE AND ANY OTHER INFORMATION NECESSARY TOPRODUCE WELDS.B. THE APPLICABLE BASE METAL TYPES AND THICKNESS.C. THE WELDING JOINT DETAILS INCLUDING JOINT TYPE, WELD TYPE, JOINT GEOMETRY AND APPLICABLEDIMENSIONS.D. THE WELD PASSES IN SKETCH INCLUDING LAYER THICKNESS (1/4" MAXIMUM) AND BEAD WIDTH (5/8" MAXIMUM).E. THE SEQUENCE OF DEPOSITION.F. THE APPLICABLE WELDING PROCESS.G. THE POSITION OF WELDING.H. THE FILLER METAL, ELECTRODE SPECIFICATION, CLASSIFICATION AND DETAILS REGARDING SHIELDINGMATERIAL.I. THE MINIMUM PRE-HEAT REQUIREMENTS, INTERPASS TEMPERATURES AND POST WELD HEAT TREATMENT.J. THE APPLICABLE ELECTRICAL CHARACTERISTICS FOR THE PROCESS.K. THE SPECIFIC VALUES REQUIRED FOR EACH WELDING PASS.L. THE ELECTRODE TYPE AND DIAMETER. ALL ELECTRODES SHALL BE LOW HYDROGEN TYPES.M. THE TYPE OF CURRENT AND ACCEPTABLE RANGES OF CURRENT MEASURED IN AMPERAGE.N. THE MANUFACTURERS' RECOMMENDED MELT-OFF RATE, DEPOSITION RATE AND WIRE FEED SPEED FOR WIREFEED PROCESSES.O. THE VOLTAGE.P. THE ACTUAL FIELD TRAVEL SPEED AND MANUFACTURER'S DATA FOR TRAVEL SPEED.Q. THE ELECTRODE EXTENSION FOR WIRE FEED PROCESSES.R. THE AMPERAGE, VOLTAGE, ELECTRODE EXTENSION AND ACCEPTABLE RANGES OF MANUFACTURER'SRECOMMENDATIONS.S. THE ELECTRODE MANUFACTURER'S TECHNICAL INFORMATION.OPEN WEB STEEL JOISTS/GIRDERS1.OPEN WEB JOISTS, JOIST GIRDERS AND BRIDGING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS OF THE STEEL JOIST INSTITUTE, LATEST EDITION.2.THE STEEL JOIST/GIRDER MANUFACTURER SHALL BE RESPONSIBLE FOR ANY ATTACHMENTS, CROSS BRACING OR BRIDGING THAT ARE NOT SHOWN ON THE PLANS.3.CEILING EXTENSIONS SHALL BE PROVIDED ON ALL JOISTS WHERE CEILINGS ARE INDICATED ON ARCHITECTURAL DRAWINGS. ALSO, THE BOTTOM CHORDS OF THE JOISTS NEED TO BE EXTENDED IN THE AREA WHERE SUSPENDED WALLS ARE SUPPORTED CLOSE TO THE JOIST BEARING.4.TOP CHORDS OF JOIST GIRDERS SHALL BE DESIGNED FOR JOIST REACTIONS WHICH MAY OCCUR BETWEEN JOIST GIRDER PANEL POINTS. REFER TO PLANS FOR LOCATIONS.5.SEE FRAMING PLANS FOR JOIST/GIRDER DESIGNATION. JOIST SIZES INDICATED ON PLANS ARE FOR STANDARD LOADING CONDITION ONLY AND SHOULD BE DESIGNED BY THE MANUFACTURER AS SPECIAL JOISTS WHEN REQUIRED TO SUPPORT ADDITIONAL LOADS.6.LOADS: DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS NOTED ON THE PLANS AND THE FOLLOWING:A.JOIST/GIRDER AXIAL LOADS SHOWN ON PLANS ARE DUE TO WIND/SEISMIC AND NEED NOT BE COMBINED WITH ROOF LIVE LOAD.B.JOIST/GIRDER MANUFACTURER SHALL ADD THE FOLLOWING ADDITIONAL SPRINKLER MAIN LOADS TO JOIST/GIRDER PANEL POINTS, WHERE APPLICABLE:4 SPRINKLER MAIN:18 PLF6 SPRINKLER MAIN:32 PLF8 SPRINKLER MAIN:50 PLFSPRINKLER RISERS:2,250 LB (SEE SPRINKLER PLAN FOR RISERS)C.ADDITIONAL DESIGN LOADS FOR JOISTS UON:i.JOISTS SHALL BE DESIGNED FOR AN ADDITIONAL 500 LB CONCENTRATED LOAD, 250 LB OF WHICH CAN OCCUR ANYWHERE BETWEEN ANY TWO PANEL POINTS AT THE TOP OR BOTTOM CHORD (JOIST MANUFACTURER SHALL LOCATE THESE LOADS FOR WORST DESIGN CONDITIONS).ii.JOISTS IMPACTED BY MECH UNITS WITH TOTAL WEIGHT IN EXCESS OF 500 LB, BUT LESS THAN 1,500 LB, SHALL BE DESIGNED FOR A 500 LB CONCENTRATED LOAD WHICH CAN OCCUR AT ANY POINT BETWEEN PANEL POINTS AT THE TOP OR BOTTOM CHORD.iii.FOR MECH UNITS WITH TOTAL WEIGHT GREATER THAN 1,500 LB, IMPACTED JOISTS SHALL BE DESIGNED FOR ACTUAL LOADS AS SHOWN ON THE ROOF FRAMING PLAN.iv.LOADS IN EXCESS OF 250 LB BETWEEN PANEL JOINTS AT EITHER THE TOP OR BOTTOM CHORD MUST HAVE AN AUXILIARY WEB MEMBER.D.ADDITIONAL DESIGN LOADS FOR GIRDERS UON:v.GIRDERS SHALL BE DESIGNED FOR AN ADDITIONAL 1,000 LB CONCENTRATED LOAD. GIRDER MANUFACTURER SHALL LOCATE THESE LOADS AT ANY PANEL POINT FOR WORST DESIGN CONDITION.vi.GIRDERS IMPACTED BY MECH UNITS SHALL BE DESIGNED FOR THE FULL LOAD INDICATED ON THE FRAMING PLAN AND SHALL ASSUME THE MECH UNIT MAY BE PLACED ANYWHERE ALONG THE SUPPORTING JOIST LENGTH, CREATING WORST GIRDER DESIGN CONDITION.7.DEFLECTION: JOIST/GIRDER DEFLECTION SHALL BE LIMITED TO:A.ROOF: L/240 (LIVE LOAD) AND L/180 (TOTAL LOAD).B.FLOOR:L/480 (LIVE LOAD) AND L/360 (TOTAL LOAD).8.OPEN WEB STEEL JOISTS SHALL BEAR 212 ON STEEL. PROVIDE 14x2 LONG FILLET WELDS AT K AN LH SERIES JOISTS AT EACH SIDE OF BEARING SEAT AT ALL JOIST-TO-STEEL MEMBER CONNECTIONS EXCEPT AT COLUMNS, WHERE BOLTED CONNECTION SHALL BE PROVIDED UON.9.ANCHOR EVERY END JOIST TO A WALL OR STRUCTURAL MEMBER AT EACH LINE OF BRIDGING.10.JOIST MANUFACTURER SHALL PROVIDE 3x CONT WOOD NAILERS ON JOISTS WHICH ARE ATTACHED TO WOOD SHEATHING UON.11.PRIME AND SHOP PAINT ALL STEEL TRUSSES UON. DO NOT PRIME OR PAINT ANY STRUCTURAL STEEL SURFACES THAT ARE TO RECEIVE SPRAY-APPLIED FIREPROOFING (S.A.D.) OR FIELD WELDING.12.DEFERRED APPROVAL: THE STEEL JOISTS/GIRDERS ARE CONSIDERED A DEFERRED APPROVAL ITEM. CALCULATIONS SHALL BE PREPARED BY THE MANUFACTURER AND STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE SEOR FOR REVIEW. THE SEOR WILL REVIEW AND AFFIX A SHOP DRAWING STAMP TO THE SUBMITTAL AND FORWARD TO THE GOVERNING JURISDICTION FOR REVIEW/APPROVAL.COLD-FORMED STEEL FRAMING1.STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE MANUFACTURED BY MEMBERS OF STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) OR APPROVED EQUAL.2.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.3.STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE FORMED FROM STEEL CONFORMING TO:A.ASTM A653 SS GR. 33 OR A1011 SS GR. 33 WITH A MINIMUM YIELD STRESS OF 33 KSI, TYPICAL UON.B.ASTM A653 GR. 50, CLASS 1 OR 3, OR A1011 SS GR. 50 WITH A MINIMUM YIELD STRESS OF 50 KSI, WHERE SPECIFIED.4.STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A525, G60, UON.5.STEEL TRACKS SHALL BE SAME GAUGE AS SUPPORTED STUDS.6.THICKNESS OF MEMBERS IS DESIGNATED BY MILS. CONVERSION BETWEEN MILS AND GAUGE IS AS FOLLOWS:THICKNESS (MILS)YIELD STRESS (KSI)DESIGN THICKNESS (IN)REFERENCE GAUGE27330.02832233330.034620 - STRUCTURAL43330.04511854500.05661668500.0713147.CONTRACTOR SHALL PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED.8.TRACKS SHALL BE ATTACHED TO CONCRETE WITH 58 DIA ANCHOR BOLTS SPACED AT 48oc WITH 1/4x2x2 PLATE WASHER UON.9.ALL MEMBERS SHALL BE CUT SQUARELY OR AS REQUIRED, FITTED AND SEATED PROPERLY TO ABUTTING MEMBERS. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED AT FLANGES OR WEBS OF TRACKS. MINIMUM STUD WELDS SHALL BE 18 FILLET WELDS EACH SIDE FOR WIDTH OF STUD FLANGE. ALL MULTIPLE STUDS, CRIPPLES, WALL CORNERS AND INTERSECTIONS SHALL BE ATTACHED TOGETHER WITH 1 LONG FILLET WELDS SPACED AT 12oc.10.ALL SCREWS SHALL BE SELF-DRILLING SCREWS (GRABBER ICC ER-5280, DARTS BRAND ICC ER-5202 OR APPROVED EQUAL) WITH SPACING AND EDGE DISTANCE NOT LESS THAN 3xD (D = NOMINAL SCREW DIAMETER).11.PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED THREADS. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S RECOMMENDATIONS.12.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.3.13.ALL WELDS OF GALVANIZED STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.14.SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE SEOR FOR REVIEW/APPROVAL PRIOR TO FABRICATION OF FRAMING.UNISTRUT FRAMING & COMPONENTS1.ALL MISCELLANEOUS STRUTS AND COMPONENTS SHALL BE UNISTRUT OR APPROVED EQUAL.2.UNISTRUT FRAMING SHALL BE 12 GAUGE, EITHER ASTM A1011 SS GR 33, OR ASTM A653 GR 33. HEX HEAD CAP SCREW (HHCS) CONNECTORS SHALL MEET OR EXCEED ASTM A307 CRITERIA. FITTINGS SHALL CONFORM TO ASTM A575, A576, A653 OR A36 AND MEET THE PHYSICAL REQUIREMENTS OF ASTM A1011 SS GR 33.3.SEE PLANS FOR SIZES AND TYPES OF STRUT USED.4.TYPICAL SCREWS SHALL BE ½ DIA HEX HEAD CAP SCREWS (HHCS) UON.5.TYPICAL SPRING NUT SHALL BE P1010 FOR ½ DIA HHCS (OR TO MATCH SCREW WHEN OTHER SIZE IS SPECIFIED).6.THREADED ROD SHALL BE ½ DIA HTHR, A307 OR A36 ALL-THREADED ROD.7.DRILL 116" OVERSIZE HOLE WHEN NECESSARY FOR CONNECTIONS OR PROVIDE "HS" TYPE OF STRUT (HOLES).8.INSTALL SPRING NUT CONNECTIONS WITH THE FOLLOWING TORQUE VALUES:14": 6 FT-LBS, 38": 19 FT-LBS, 12": 50 FT-LBS, 58": 100 FT-LBS, 34": 125 FT-LBSLAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL)1.LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) SHALL BE PER THE FOLLOWING MANUFACTURER. ALTERNATES MAY BE USED ONLY WITH SPECIFIC APPROVAL OF THE SEOR AND ONLY UPON SUBMITTAL OF A LISTING OF PRODUCTS AND SIZES TO BE SUBSTITUTED, ALONG WITH A VALID ICC REPORT.A.WEYERHAEUSER (TRUSJOIST), BOISE, IDAHO (ICC REPORT ESR-1387):B.REDBUILT LLC BOISE, IDAHO (ICC ESR-2993):LSL, LVL & PSL GRADE SCHEDULESIZEGRADEFb (PSI)Fv (PSI)E (KSI)112" WIDTH1.5E TIMBERSTRANDLSL2,2504001,500134" WIDTH1.9E MICROLLAM LVL2,6002851,900312", 514" & 7" WIDTH(< 20" DEPTH)2.0E PARALLAM PSL2,9002902,000312", 514" & 7" WIDTH(> 18" DEPTH)2.2E PARALLAM PSL2,9002902,2002.LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR. ALL PIECES SHALL BE STAMPED WITH THE MANUFACTURER'S LOGO.3.LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) EXPOSED TO WEATHER SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA STANDARD C-9 FOR ABOVE-GROUND USE EXPOSED TO WEATHER. TREATMENT SHALL BE CROMATED COPPER ARSENATE WITH A RETENTION LEVEL OF NOT LESS THAN 0.40 PCF TO A DEPTH OF 0.50 IN. AFTER INSTALLATION, EXTERIOR EXPOSED SURFACES SHALL BE PROTECTED WITH A MINIMUM OF TWO COATS OF SEALER. INTERIOR SURFACES SHALL BE COVERED BY FRAMING OR DRYWALL. A CERTIFICATE INDICATING CONFORMANCE TO AWPA C-9 AND THE TYPE OF TREATMENT SHALL BE ISSUED BY THE TREATER. A COPY OF THE CERTIFICATE SHALL BE PROVIDED TO THE BUILDING OFFICIAL, ARCHITECT AND SEOR PRIOR TO ERECTION OF THE FRAMING.GLUED LAMINATED BEAMS1.GLUED LAMINATED BEAMS (GLB) SHALL BE PRODUCED TO THE REQUIREMENTS OF AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARD A190.1-07.2.GLUED LAMINATED BEAMS SHALL BE 24F-V4 DF/DF FOR SIMPLY SUPPORTED BEAMS AND 24F-V8 DF/DF FOR CANTILEVERED AND CONTINUOUS BEAMS UNLESS OTHERWISE NOTED.3.THE GRAIN OF ALL LAMINATIONS RUNS PARALLEL WITH THE LENGTH OF THE GLUED LAMINATED BEAMS.4.INDIVIDUAL LAMS SHALL BE 112" THICK AND WET-USE ADHESIVE SHALL BE USED FOR ALL GLUED LAMINATED BEAMS.5.EXPOSED OR PARTIALLY EXPOSED GLUED LAMINATED BEAMS SHALL BE PRESERVATIVE-TREATED.6.EXPOSED GLUED LAMINATED BEAMS SHALL BE ARCHITECTURAL APPEARANCE GRADE AND INDUSTRIAL APPEARANCE GRADE ELSEWHERE.7.GLUED LAMINATED BEAMS SHALL BE MANUFACTURED WITH KILN DRIED LUMBER HAVING A MAXIMUM MOISTURE CONTENT OF 16% AT THE TIME OF FABRICATION.8.GLUED LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK AND THE SHOP DRAWINGS SHALL BE SUBMITTED TO THE SEOR FOR APPROVAL BEFORE FABRICATION.9.UNLESS OTHERWISE NOTED ON THE PLANS; GLUED LAMINATED BEAMS AT ROOF FRAMING SHALL HAVE STANDARD CAMBER, AND GLUED LAMINATED BEAMS AT FLOOR FRAMING SHALL HAVE ZERO CAMBER BY DEFAULT.10.NOTCHING OR BORING OF GLUED LAMINATED BEAMS IS NOT ALLOWED UNLESS SPECIFICALLY DETAILED ON THE CONSTRUCTION DOCUMENTS.11.ADEQUATE BRACING SHALL BE PROVIDED DURING ERECTION.12.MEMBERS SHALL BE LOAD WRAPPED INDIVIDUALLY WITH A WATER-RESISTANT COVERING FOR SHIPMENT. A MAJORITY OF THE WRAPPING SHALL REMAIN ON THE MEMBER DURING ERECTION UNTIL ADDITIONAL FRAMING IS INSTALLED.PREFABRICATED WOOD I-JOISTS, OPEN-WEB, AND METAL PLATE TRUSSES1.PREFABRICATED RESIDENTIAL WOOD I-JOISTS SHALL BE:A.TJI JOISTS BY WEYERHAUSER (ICC ESR-1153 OR PFC-4354)B.OR APPROVED EQUAL (SUBMIT WITH VALID ICC REPORT).2.PREFABRICATED COMMERCIAL WOOD I-JOISTS SHALL BE:A.REDBUILT RED-I SERIES (ICC ESR-2994)B.OR APPROVED EQUAL (SUBMIT WITH VALID ICC REPORT).3.PREFABRICATED OPEN WEB TRUSSES SHALL BE:A.REDBUILT RED-L, RED-W, RED-M, RED-S, RED-H (ICC ESR-1774)B.OR APPROVED EQUAL (SUBMIT WITH VALID ICC REPORT).4.METAL PLATE CONNECTED WOOD TRUSSES SHALL BE SUPPLIED BY AN APPROVED METAL PLATE TRUSS MANUFACTURER. TRUSSES SHALL CONFORM TO CBC SECTION 2303.4 (SUBMIT ICC REPORT FOR LIGHT METAL PLATES).5.ALL MANUFACTURED JOISTS AND TRUSS MEMBERS RECEIVING NAILING FROM SHEATHING, OTHER FRAMING MEMBERS, OR HARDWARE SHALL HAVE A SPECIFIC GRAVITY NOT LESS THAN 0.50 UNLESS SPECIFICALLY APPROVED BY THE SEOR.6.TOP CHORDS SHALL BE A MINIMUM OF 1½ THICK. THE MANUFACTURER SHALL PROVIDE A TOP CHORD THAT WILL NOT BE DAMAGED BY ANY HEAVY SHEATHING NAILING. PROVIDED FACTORY BONDED FLANGE REINFORCEMENT BY MANUFACTURER WHERE NAIL SPACING IS LESS THAN 3oc OR IS IN MULTIPLE ROWS. TOP CHORDS OF ALL JOISTS SHALL BE GROUP II SPECIES MATERIAL.7.ALL TRUSSES SHALL BE DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS.8.A COMPLETE SET OF DESIGN CALCULATIONS AND DRAWINGS (SHOWING LAYOUT AND DETAIL NECESSARY FOR EXTERMINATING FIT AND PLACEMENT) AS STAMPED BY A LICENSED CALIFORNIA CIVIL OR STRUCTURAL ENGINEER SHALL BE SUBMITTED TO THE SEOR FOR APPROVAL PRIOR TO FABRICATION.9.ALL TRUSSES SHALL BE FABRICATED IN A MANUFACTURER APPROVED PLANT UNDER THE SUPERVISION OF AN APPROVED THIRD-PARTY INSPECTION AGENCY.10.EACH TRUSS SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE, SERIES, GRADE, ES REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY'S LOGO.11.PRIOR TO CLOSING THE JOISTS/TRUSSES, THE CONTRACTOR SHALL GIVE NOTIFICATION TO THE JOISTS/TRUSSES REPRESENTATIVE TO PROVIDE AN OPPORTUNITY FOR REVIEW OF THE INSTALLATION.12.JOISTS/TRUSSES SHALL BE PROVEN BY TESTING AND EVALUATION IN ACCORDANCE WITH THE PROVISIONS OF ASTM D-5055/D-5456 RESPECTIVELY.13.WEB STIFFENERS, FILLER BLOCKS, BLOCKING PANELS, CROSS-BRACING, BEARING BLOCKS, STRUT BRACING, BOTTOM CHORD RESTRAINT, AND BRIDGING CLIPS SHALL BE PROVIDED BY THE MANUFACTURER AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED.14.OPEN-WEB JOISTS SHALL HAVE NO NOTCH BEARING CLIPS TYPICAL.EXPANSION (WEDGE) ANCHORS1. WHEN INSTALLING DRILLED-IN ANCHORS IN NON-PRESTRESSED CONCRETE, USE CARE AND CAUTION TO AVOIDCUTTING OR DAMAGING THE EXISTING REINFORCING.2. EXPANSION OR WEDGE ANCHORS INTO CONCRETE SHALL BE HILTI KB-TZ2 (ICC ESR-4266).3. INSTALL ANCHORS IN ACCORDANCE WITH THE ICC REPORT.4. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDEGALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS UNLESS OTHERWISE NOTED.5. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON HOLE AND SHIFT LOCATION TO AVOID THEREINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1, WHICHEVER IS LARGER, OF SOUNDCONCRETE BETWEEN THE ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINKGROUT. IF THE ANCHOR MAY NOT BE SHIFTED AS NOTED ABOVE, CONTACT THE SEOR.6. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS OROTHER STEEL ASSEMBLIES ATTACHED WITH ANCHORS.7. INSTALL ANCHORS TO THE FOLLOWING SPECIFICATIONS:HILTI KB-TZ2 ANCHORANCHOR DIAMETER (IN)381258EMBED (IN)223144MIN HOLE DEPTH (IN)234234414412INSTALL TORQUE (LB-FT)30505040MIN THICKNESS (IN)44512"6ANCHORS IN CONCRETE:ADHESIVE ANCHORS AND DOWELS. WHEN INSTALLING DRILLED-IN ANCHORS/ DOWELS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USECARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.. ANCHORS AND DOWELS SHALL BE INSTALLED WITH THE FOLLOWING MATERIALS:A. INTO CONCRETE: HILTI HIT-HY 200 w/ SAFESET SYSTEM (ICC ESR-3187)HILTI HIT-RE 500 V3 (ICC ESR-3814)SIMPSON SET-XP (ICC ESR-2508). ANCHORS SHALL CONFORM TO ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSI B18.22.1 TYPEA WASHERS UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193 GRADE B7 THREADED RODS SHALLUSE ASTM A 563 GRADE DH HEAVY HEX NUTS AND ASTM F436 WASHERS.. DOWELS SHALL CONFORM TO ASTM A615 GRADE 60 REINFORCING STEEL.. REMOVE GREASE, OIL, RUST AND OTHER LAITANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION.. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON HOLE AND SHIFT THE ANCHOR/DOWEL LOCATIONTO AVOID REINFORCEMENT. PROVIDE A MINIMUM OF TWO ANCHOR/DOWEL DIAMETERS OR 1, WHICHEVER ISLARGER, OF SOUND CONCRETE BETWEEN THE ANCHOR/DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONEDHOLE WITH NON-SHRINK GROUT. IF THE ANCHOR/DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, CONTACT THESEOR.. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS OROTHER STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS.OWER ACTUATED FASTENERS (PAF).WHEN INSTALLING PAF IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE- OR POST- TENSIONED) LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE PAF..ALL PAF SHALL BE ONE OF THE FOLLOWING:A.HILTI X-U (ICC ESR-2269).B.SIMPSON PDP (ICC ESR-2138)..PROVIDE 1" EMBEDMENT INTO CONCRETE UON. SEE ICC REPORT FOR PAF REQUIREMENTS INTO STEEL FRAMING..MAINTAIN 3" MINIMUM EDGE DISTANCE AND 4" MINIMUM SPACING IN CONCRETE. MAINTAIN 12" MINIMUM EDGE DISTANCE AND 1" MINIMUM SPACING IN STEEL. CONTACT SEOR IF THIS CANNOT BE ACCOMPLISHED..FASTENERS SHALL NOT BE USED TO RESIST SEISMIC TENSION (EXCEPT VERTICAL COMPONENT CAUSED BY SELF WEIGHT).TRUCTURAL TESTS AND SPECIAL INSPECTIONS. STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2019 CALIFORNIA BUILDING CODE.. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY SECTION 110 OF THE CODE, ASAMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE GOVERNING JURISDICTION.. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER (NOT THECONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK) TO PERFORM TESTS AND SPECIALINSPECTIONS. THE CONTRACTOR SHALL PROVIDE ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED.. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THEWORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS AND NECESSARYREPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE.. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETEDAND SUBMITTED TO THE GOVERNING JURISDICTION AND SEOR.. PERIODIC OR CONTINUOUS PRESENCE AND INSPECTION BY THE PROJECT OR SPECIAL INSPECTOR ARE REQUIREDFOR THE FOLLOWING TYPES OF WORK WHERE OCCURS:REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (CBC TABLE 1705.3)TYPEINSPECTIONFREQUENCYREFERENCEDSTANDARDIBCREFERENCE2. REINFORCING BAR WELDING:AWS D1.4ACI 318: 26.5.4---a.INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16";PERIODIC3. INSPECT ANCHORS CAST IN CONCRETEPERIODIC ACI 318: 17.8.2 ---4.INSPECT ANCHORS POST-INSTALLED IN HARDENEDCONCRETE MEMBERS.a---a.MECHANICAL ANCHORS AND ADHESIVE ANCHORS. PERIODIC ACI 318: 17.8.25.VERIFY USE OF REQUIRED DESIGN MIX.PERIODICACI 318: CH. 19,26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.36.PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENSFOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENTTESTS, AND DETERMINE THE TEMPERATURE OF THECONCRETE.CONTINUOUSASTM C172ASTM C31ACI 318: 26.4.5, 26.121908.107.INSPECT CONCRETE AND SHOTCRETE PLACEMENT FORPROPER APPLICATION TECHNIQUES.CONTINUOUS ACI 318: 26.4.51908.6, 1908.7,1908.88.VERIFY MAINTENANCE OF SPECIFIED CURINGTEMPERATURE AND TECHNIQUES.PERIODIC ACI 318: 26.4.7-26.4.9 1908.912.INSPECT FORMWORK FOR SHAPE, LOCATION ANDDIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.PERIODICACI 318: 26.10.1(b)---. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THEANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATIONPROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALLBE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIALPRIOR TO THE COMMENCEMENT OF THE WORK.REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION (AISC 360)TYPEINSPECTIONFREQUENCYREFERENCEDSTANDARDIBCREFERENCE1. STRUCTURAL STEEL------a.VERIFICATION OF IDENTIFICATION MARKINGS TOCONFORM TO ASTM STANDARDS SPECIFIED IN THEAPPROVED CONSTRUCTION DOCUMENTS.PERIODICb.VERIFICATION OF MANUFACTURER'S CERTIFIED MILLTEST REPORTS.PERIODIC2.WELDING (AISC TABLES N5.4-1, N5.4-2 & N5.4-3)PER AISC------REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (CBC TABLE 1705.6)TYPEINSPECTIONFREQUENCYREFERENCEDSTANDARDIBCREFERENCE1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS AREADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.PERIODIC------3.PERFORM CLASSIFICATION AND TESTING OF COMPACTEDFILL MATERIALS.PERIODIC------4.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFTTHICKNESSES DURING PLACEMENT AND COMPACTION OFCOMPACTED FILL.CONTINUOUS------REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS (CBC TABLE 1705.8)TYPEINSPECTIONFREQUENCYREFERENCEDSTANDARDIBCREFERENCE1.INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETEAND ACCURATE RECORDS FOR EACH ELEMENT.CONTINUOUS------2.VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRMELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE),LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) ANDADEQUATE END-BEARING STRATA CAPACITY. RECORDCONCRETE OR GROUT VOLUMES.CONTINUOUS------3.FOR CONCRETE ELEMENTS, PERFORM TESTS ANDADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITHSECTION 1705.3.------TRUCTURAL OBSERVATION PROGRAM - NOT REQUIREDDEPARTMENT OF PUBLIC WORKS & UTILITIESDRAWN BY:DESIGN BY:CHECKED BY:CHECKED BY:JOE PARCOCITY ENGINEER R.C.E. 50385 EXP. 06/30/2023SHEETPREPARED BY:REVISIONSNO. INITIALDESCRIPTIONAPP'LDATEOFSKATEPARK DETAILS 3BAJMBFSP3.3SP3.3SP3.3BAJMBFEnclosure 1 - Page 56Exhibit C w L ~ z w z ~ w w ~ ~ w > 0 c a ' a: ~ g a g ' ! a "' ~ w ' ~ :'.! 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